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City Council Agenda Packet 02-28-2022
AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, February 28, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center SPECIAL MEETING — CITY COUNCIL Monticello Community Center 4:30 p.m. Fire Inspection Enforcement Discussion 5:00 p.m. Discussion on Jameson Property Mayor: Lloyd Hilgart Council Members: Jim Davidson, Bill Fair Charlotte Gabler, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting Minutes from February 14, 2022 • Regular Meeting Minutes from February 14, 2022 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Service Announcements/Updates • Spring Tree Sale • Kids Lifting Certification Classes • Community Garden • Spring Swimming Lessons F. Council Liaison Updates • EDA • CMRP 2. Consent Agenda — All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item be removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2022-16 accepting a donation of $550 worth of hats from Ausco Design & Marketing for the FatBikeFest Consideration of adopting Resolution 2022-17 accepting a grant from the Central Minnesota Arts Board in the amount of $8,000 for the MonticellGLOW Parade Consideration of approving a gambling permit for St. Henry's for a quilt bingo event to be held May 15, 2022 G. Consideration of approving adjustments to monthly stipends for Fire Department officers H. Consideration of adopting Resolution 2022-18 approving 2022 Fire Department Officers Consideration of approving a contract between the Monticello Fire Department and the Minnesota Department of Natural Resources Consideration adopting Resolution 2022-22 approving the Final Plat and Development Agreement for Deephaven 3, a commercial plat in the B-4 Regional Business District and Conditional Use Permit for cross access between Lot 1, Block 1 Deephaven and Lot 1, Block 1 Deephaven 3. Applicant: Deephaven Development, LLC K. Consideration of Adopting Ordinance 770 for rezoning to Planned Unit Development, Final Stage Planned Unit Development, Final Plat and Development Contract for Twin Pines First Addition for Twin Pines Apartments, a 93 -unit multi -family residential project in a B-4 (Regional Business) District. Applicant: Kjellberg, Kent L. Consideration of approving transition of the cablecaster position form an hourly pay rate to a per meeting stipend 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING: Consideration of an Interim Use Permit for a Place of Public Assembly in the B-3, Highway Business District and consideration of a variance to allow a Conditional Use Permit on a lot 10 acres or less in the B-3, Highway Business District and Consideration of amending City Code Section 5.2(D)(6)(F)(i) for parcel size for Places of Public Assembly and consideration of waiver of application fee and expense. Applicant: Alive! Lutheran Church B. PUBLIC HEARING: Consideration of adopting Resolution 2022-20 approving the vacation of a drainage and utility easement as legally described for Monticello Business Center 61" Addition, to be platted as the Twin Pines First Addition C. PUBLIC HEARING: Consideration of adopting Resolution 2022-21 approving the vacation of a temporary easement as legally described for Deephaven 2 4. Regular Agenda 5. Adjournment MINUTES SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, February 14, 2022 — 6 p.m. Academy Room, Monticello Community Center Present: Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart, Sam Murdoff Absent: None Staff: Matt Leonard, Sarah Rathlisberger, Jim Thares, Tom Pawelk, and Jennifer Schreiber 1. Call to Order Mayor Lloyd Hilgart called the special meeting to order at 6 p.m. 2. 6 p.m. Water Treatment Facility Funding Efforts Matt Leonard, City Engineer/Public Works Director, provided a brief overview of the possibility of a new Water Treatment Facility. Currently there are potential effects from the level of manganese in the water and one proposed solution is a new Water Treatment Facility. The cost is unknown but expected to be somewhere between $22 million - $28 million. One preferred funding option would be from outside assistance or State bonds. Staff requested direction on pursuing possible funding by submitting the item into the State Bonding bill. It was consensus of the City Council that staff pursue the possibility of funding through the State bonding bill with a request of $20 million. Mayor Hilgart noted that he would assist in advocating for legislation. 3. Adjournment By consensus, the meeting was adjourned at 6:25 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes — February 14, 2022 City Administrator REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, February 14, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Bill Fair, Charlotte Gabler, and Sam Murdoff Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Gabler moved approval of the agenda with the addition of item 2W. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from January 24, 2022 • Regular Meeting Minutes from January 24, 2022 Councilmember Gabler moved approval of both sets of minutes. Councilmember Fair seconded the motion. Motion carried unanimously. D. Citizen Comments Scott Cutsforth, 8634 Fairhill Lane, addressed the City council regarding the use of ATVs within City limits. Jennifer Schreiber, City Clerk, noted that she is collaborating with Tom Pawelk, Parks & Recreation Director, to develop a revised ordinance that would allow the use of Class 2 ATVs in certain locations of the City. E. Public Service Announcements • Presidents Day holiday hours were noted. • Spring Tree Sale orders are due by March 11. • MonticellGLOW parade February 26, 2022. • The Monticello Community Center offered the Kids Lifting Certification class which allows children full access to fitness area. • A second session of winter MCC swimming lessons were added to the schedule. F. Council Liaison Updates • EDA — Councilmember Davidson provided an update on the January 26 meeting and the February 9 meeting. Items discussed included: WSB relocation contract; appraisal services contract; update on Otter Creek Business Park Plats; adopted resolution requesting City Council to set a City Council Minutes: February 14, 2022 Page 1 1 6 public hearing to establish TIF District 1-44 and approved a contract with Northland Securities. • Parks, Art & Recreation — Councilmember Murdoff noted that PARC discussed a parking lot at Bertram Chain of Lakes, park dedication, a park in Featherstone, and an updated ATV ordinance. • IEDC — Councilmember Fair noted that the IEDC reviewed their action statement and goals for 2022. They also discussed recruitment of new members. • Planning Commission — Councilmember Gabler gave an update of the Planning Commission meeting held February 2. Items on the agenda included: conditional use permit for Rustech, 2022 Zoning Map, and an update from the Fire Marshal. • BCOL— Councilmember Davidson stated that the group discussed the parking lot, the upcoming season, RV sites, and items that were purchased for the park. G. Department Updates FiberNet/Arvig Quarterly Update — Mark Birkholz, Arvig, provided the fourth quarter update along with the annual review. 2. Consent Agenda: Councilmember Fair moved approval of the Consent Agenda with the addition of item 2W. Councilmember Davidson seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $1,772,748.75. B. Consideration of approving new hires and departures for city departments. Action taken: Approved hires for Hi -Way Liquor, MCC, Public Works, Parks, and City Han. C. Consideration of approving the sale/disposal of surplus city property for the Parks and Recreation Department. Action taken: Approved as presented. D. Consideration of approving an upgrade to the security camera systems at the liquor store and community center for a not -to -exceed amount of $70,598.20. Action taken: Approved an upgrade to the security camera systems at the liquor store and community center for a not -to -exceed amount of $70,598.20. Consideration of approving a revised purchasing policy. Action taken: Approved the revised purchasing policy. Consideration of approving a contract with Marco Technologies, LLC for co - managed IT services for a three-year term for a one-time onboarding fee of $8,084 and monthly cost of $3,676.63. Action taken: Approved the contract with Marco Technologies, LLC for managed IT services. City Council Minutes: February 14, 2022 Page 2 1 6 G. Consideration of approving 2021 Operating Transfers. Action taken: Approved the 2021 operating transfers. H. Consideration of approving membership in 1-94 Coalition in the amount of $7,227.50. Action taken: Approved membership in the 1-94 Coalition. Consideration of approving payment of 2022 Central Mississippi River Planning Partnership dues in the amount of $7,143. Action taken: Approved membership in the Central Mississippi River Planning Partnership. Consideration of adopting Resolution 2022-08 endorsing WashburnPOS's submittal of a Job Creation Fund (JCF) grant application to MN -DEED in the amount of $408,000 related to a proposed facility expansion. Action taken: Adopted Resolution 2022-08 endorsing WashburnPOS's submittal of a Job Creation Fund grant application. K. Consideration of adopting Resolution 2022-09 calling for a Public Hearing on the proposed Establishment Tax Increment Financing District No. 1-44 within the Central Monticello Redevelopment Project No. 1, and the proposed adoption of the Tax Increment Financing Plan for the District. Action taken: Adopted Resolution calling for a Public Hearing on Tax Increment Financing District 1-44. Consideration of adopting Resolution 2022-10 authorizing submission of 2022 Outdoor Recreation Grant application to the Department of Natural Resources for Bertram Chain of Lakes Park Improvements. Action taken: Adopted Resolution 2022-10 authorizing submission of the 2022 Outdoor Recreation Grant application. M. Consideration of adopting Resolution 2022-11 calling for a public hearing on March 28, 2022 for vacation of drainage and utility easements as legally described for Otter Creek Crossing and Otter Creek Crossing 4t" Addition. Action taken: Adopted Resolution 2022-11 calling for a public hearing for vacation of drainage and utility easements for Otter Creek Crossing and Otter Creek Crossing 4t" Addition. N. Consideration of authorizing preparation of an Industrial Land Feasibility Analysis by Bolton & Menk as a component of the CET Strategic Transition Plan. Action taken: Approved the preparation of an Industrial Feasibility Analysis by Bolton & Menk at a not -to -exceed cost of $40,000 with final contract terms and conditions to be negotiated by the City Administrator. O. Consideration of authorizing a Request for Proposal for completion of the Strategic Transition Plan Summary as a component of the CET Strategic Transition Plan. Action taken: Authorized RFP for completion of the Strategic Transition Plan Summary. P. Consideration of approving a Conditional Use Permit for Cross/Joint Parking Easement in the Central Community District (CCD). Applicant: Bill and Penny Burt. Action taken: Approved a Conditional Use Permit for Cross/Joint Parking City Council Minutes: February 14, 2022 Page 3 1 6 Easement in the Central Community District for PIDs 155-010-032020 and 155- 010-035040, based on findings in Planning Commission Resolution PC -2022-03, and with the conditions identified in Exhibit Z of the Council report. Q. Consideration of adopting Ordinance 769 adopting the 2022 City of Monticello Official Zoning Map. Action taken: Adopted Ordinance 769 adopting the 2022 Official Zoning Map. R. Consideration of authorizing the purchase of a used 2017 Elgin Pelican Street Sweeper for a cost of $150,000 and declaring the 1996 Elgin Pelican Street Sweeper as surplus. Action taken: Authorizing the purchase of a 2017 Elgin Pelican Street Sweeper for a cost of $150,000 and declared the 1996 sweeper as surplus. S. Consideration of approving a contract with Rolstad Construction Company for the extraction of materials. Action taken: Approved a contract with Rolstad Construction Company for the extraction of materials. T. Consideration of adopting Resolution 2022-12 approving plans and specifications and authorizing advertisement for bids for the 2022 Street Improvement Project, City Project 22C001. Action taken: Adopted Resolution 2022-12 approving plans and specifications and authorizing advertisement for bids for 2022 Street Improvement Project. U. Consideration of authorizing Stanley Access Technology and Russel Security to install ADA door upgrades and key fob access at the Monticello Community Center in the total amount of $30,493. Action taken: Authorized Stanley Access Technology and Russell Security to install ADA door upgrades and key fob access at the community center. V. Consideration of approving a lease agreement with the Monticello Chamber of Commerce and Industry for an office suite in the new DMV Building ADA Prairie Conference Center). Action taken: Approved a lease agreement with the Monticello Chamber of Commerce and Industry for office suite in DMV Building. W. Consideration of authorizing entering into a Lease Agreement with Preferred Title for use of a portion of the former DMV Building (119 3rd Street East) for file storage. Action taken: Authorized a lease agreement with Preferred Title for use of 119 3rd Street East. 3. Public Hearings: A. PUBLIC HEARING: Consideration of adopting Resolution 2022-13 ordering improvement and authorizing preparation of plans and specifications for the 2022 Sidewalk Imarovement Proiect, Citv Proiect 22CO01 Matt Leonard, City Engineer/Public Works Director, gave a brief presentation on the project which is a part of the 2022 Street Improvement Project. There were four areas noted for improvement: 4th Street, Walnut Street & 4th Street, City Council Minutes: February 14, 2022 Page 4 1 6 Washington Street, and Chelsea Road. The total project cost is $121,215 with $29,247 being assessed to property owners. The project will be bid with the 2022 Street Improvement project, which are due March 15, 2022. Construction will begin in May 2022, with substantial completion in July 2022. Mayor Hilgart opened the public hearing. No one testified. Mayor Hilgart closed the public hearing. There was minimal discussion among City Council. Councilmember Gabler moved to adopt Resolution 2022-13 ordering the improvement and authorizing preparation of plans and specifications for the 2022 Sidewalk Improvement Project. Councilmember Davidson seconded the motion. Motion carried unanimously. B. PUBLIC HEARING: Consideration of adopting Resolution 2022-14 approving the establishment of Tax Increment Financing District No. 1-42 (Headwaters Apartment Prosect) within the Central Monticello Redevelopment Prosect No. 1; and the adoation of the Tax Increment Financing Plan relating thereto Jim Thares, Economic Development Manager, provided a brief overview of Tax Increment Financing District 1-42 for Headwaters Development's proposed senior apartment development. The project includes a 108 -unit rental multi- family housing facility. The total cost of the project is estimated at $23.6 million, and Headwaters Development indicated that it will not proceed with the proposal without the public assistance. The property is owned by the EDA. Michael Hoagberg, Headwaters Development LLC, addressed the City Council and briefly discussed the two projects proposed for the site and noted the development responds to the demand for more independent senior living options. The applicant hopes to start construction in May if everything goes as planned. Mr. Hoagberg noted that the preference is to construct the villas first. Tammy Omdahl, Northland Securities, serves as advisory to the City and the EDA on establishment of the district. Ms. Omdahl provided background information on the project and separating it into two separate TIF Districts, TIF District 1-42 and TIF District 1-43, the next item on the agenda. It is beneficial for the City and to the developer in keeping them separate due to the timing of the commencement of each of the portions as well as the requirement for an affordable housing district, or market rate project with an affordable component. If approved by the City Council, the EDA will approve at a later date and enter into an agreement with the developer. Ms. Omdahl also mentioned the potential of capturing increase in property taxes as a result of the development. Mayor Hilgart opened the public hearing. No one testified. Mayor Hilgart closed the public hearing. There was no discussion among City Council. City Council Minutes: February 14, 2022 Page 5 1 6 Councilmember Fair moved to adopt Resolution 2022-14 approving the establishment of TIF District 1-42 (Headwaters Apartment Project) and moved to adopt the Tax Increment Financing Plan. Councilmember Murdoff seconded the motion. Motion carried unanimously. C. PUBLIC HEARING: Consideration of adopting Resolution 2022-15 approving the establishment of Tax Increment Financing District No. 1-43 (Headwaters Villas Project) within the Central Monticello Redevelopment Project No. 1; and the adoption of the Tax Increment Financing Plan relating thereto Tammy Omdahl, Northland Securities gave a brief update on Tax Increment Financing District 1-43 for Headwater Development's proposed project of 60 - rental twin -homes. This project is related to TIF District 1-42. Due to slightly different developer ownership interests, the twin -homes were presented as a separate TIF District. The total project cost was estimated at $20.5 million, and Headwaters Development has indicated that it will not proceed with the proposal without the approval of the requested public financial assistance. Mayor Hilgart opened the public hearing. No one testified. Mayor Hilgart closed the public hearing. There was no discussion among City Council. Councilmember Davidson moved to adopt Resolution 2022-15 approving the establishment of Tax Increment Financing District No. 1-43 (Headwaters Villas Project) within the Central Monticello Redevelopment Project No. 1; and the adoption of the Tax increment Financing Plan relating thereto. Councilmember Fair seconded the motion. Motion carried unanimously. 4. Regular Agenda: 5. Adjournment: By consensus, the meeting was adjourned at 7:38 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: February 14, 2022 Page 6 1 6 City Council Agenda: 2/28/2022 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 2/28/2022 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the bill and purchase card registers for a total amount of $1,038,107.90. REFERENCE AND BACKGROUND City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 02/14/2022 - 2:57PM Batch: 00201.02.2022 - 201.02.2022 US Bank Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 2123696 Jan 2022 (3) cc machine rental 128.63 02/15/2022 609-49754-424100 2123696 Jan 2022 (12,602) transactions 1,353.20 02/15/2022 609-49754-443980 Check Total: 1,481.83 Vendor: 4394 DAXKO, LLC Check Sequence: 2 ACH Enabled: True INV157056 Gift Cards 472.45 02/15/2022 226-45122-421990 Check Total: 472.45 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 3 ACH Enabled: True 2/1/2022 Life Insurance - Feb 2022 2,856.53 02/15/2022 101-00000-217066 Check Total: 2,856.53 Vendor: 5415 MII LIFE INSURANCE INC Check Sequence: 4 ACH Enabled: True 40104513 FSA - Dependent Care 500.29 02/15/2022 101-00000-217200 40104513 FSA -Medical 42.90 02/15/2022 101-00000-217300 40113269 FSA -Medical 2022 36.82 02/15/2022 101-00000-217300 40113269 FSA -Medical 2021 21.94 02/15/2022 101-00000-217300 40113269 FSA- Dependent Care 0.01 02/15/2022 101-00000-217200 Check Total: 601.96 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 5 ACH Enabled: True UB Dec 2021 7256-0013 - 113 Broadway W - AR to bill tenarr 28.73 12/31/2021 101-00000-115030 UB Dec 2021 5026 - Ellison Park 16.97 12/31/2021 101-45201-438200 UB Dec 2021 8119 - 303 6th St - Parks new 53.93 12/31/2021 101-45201-438200 UB Dec 2021 8086 - 4th St. Warming House 16.97 12/31/2021 101-45201-438200 UB Dec 2021 8622 - Pioneer Park bathroom 16.97 12/31/2021 101-45201-438200 UB Dec 2021 5250 - Bridge Park W 16.97 12/31/2021 101-45201-438200 UB Dec 2021 5637 - Meadow Oak Dog Park 6.87 12/31/2021 101-45201-438200 UB Dec 2021 8528 - Monti -NSP Sftbll Fields 16.97 12/31/2021 101-45203-438200 AP -Computer Check Proof List by Vendor (02/14/2022 - 2:57 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference UB Dec 2021 7256-003 - MontiArts 37.97 Check Sequence: 6 12/31/2021 101-45204-438200 UB Dec 2021 7256-0011 107 Broadway W 37.97 Holiday - Unleaded Fuel 11.772 gals @ $3.199 12/31/2021 101-45204-438200 UB Dec 2021 7256-010- 101 Broadway W - MontiArts 37.97 02/15/2022 12/31/2021 101-45204-438200 UB Dec 2021 8905 - PW Office 16.97 02/06/2022 12/31/2021 101-43127-438200 UB Dec 2021 8903 - PW Shop/Clerical 151.87 828.89 12/31/2021 101-43127-438200 UB Dec 2021 8904 - PW Vehicle Storage 25.92 701-00000-421990 12/31/2021 101-43127-438200 UB Dec 2021 8117 - MCC 796.38 Home Depot - Hammer, Prybars (2) 12/31/2021 226-45126-438200 UB Dec 2021 8177 - Library 41.94 02/15/2022 12/31/2021 101-45501-438200 UB Dec 2021 7224 - WWTP 1,263.48 02/06/2022 12/31/2021 602-49480-438200 UB Dec 2021 7256-004 - 130 Brdwy- Stormwtr 19.25 252.08 12/31/2021 213-46301-438200 UB Dec 2021 7256-007 - 103 Pine St- EDA 37.97 701-00000-421990 12/31/2021 213-46301-438200 UB Dec 2021 7256-008 - 112 River St. W EDA 37.97 Runnings - Paint Supplies 12/31/2021 213-46301-438200 UB Dec 2021 8120 - Bldg. Inspec. Garage 37.97 02/15/2022 12/31/2021 101-41940-438200 UB Dec 2021 8631 - Animal Shelter 47.93 02/06/2022 12/31/2021 101-42700-438200 UB Dec 2021 15291 - Commuter Lot- Stormwtr 40.25 12/31/2021 101-43120-438200 UB Dec 2021 15292 - Dwntwn Parking-Strmwtr 19.25 12/31/2021 101-43120-438200 UB Dec 2021 15362 - spklr-Fallon/Chelsea 71.89 12/31/2021 101-43120-438200 UB Dec 2021 8114 - Hi -Way Liquors 75.37 12/31/2021 609-49754-438200 UB Dec 2021 7885 - Facilities Maintenance 37.97 12/31/2021 701-00000-438200 UB Dec 2021 10128 - DMV 38.95 12/31/2021 653-41990-438200 Check Total: 3,049.62 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 6 02/06/2022 Holiday - Unleaded Fuel 11.641 gals @ $3.199 37.24 02/15/2022 701-00000-421200 02/06/2022 Holiday - Unleaded Fuel 11.772 gals @ $3.199 37.66 02/15/2022 701-00000-421200 02/06/2022 Holiday - Unleaded Fuel 7.485 gals @ $3.199 & 32.53 02/15/2022 701-00000-421200 02/06/2022 Dacotah- dba Spectrum - cs. cleaner 43.13 12/31/2021 701-00000-421990 02/06/2022 Midway Iron - 20' flat steel; (4) weld on hook; et 125.98 02/15/2022 701-00000-421990 02/06/2022 Dacotah Paper - Cleaning Supplies 828.89 12/31/2021 701-00000-421990 02/06/2022 Dacotah Paper - Cleaning Supplies 803.14 02/15/2022 701-00000-421990 02/06/2022 Home Depot - 60W Light Bulbs (4 pk) 5.48 02/15/2022 701-00000-421990 02/06/2022 Home Depot - Hammer, Prybars (2) 66.91 02/15/2022 701-00000-421990 02/06/2022 Home Depot - Heaters (2) 89.94 02/15/2022 701-00000-421990 02/06/2022 Marties Farm - Softner Salt (63 Bags) 390.60 02/15/2022 701-00000-421990 02/06/2022 Monti Napa - Window Washer Fluid 3.82 02/15/2022 701-00000-421990 02/06/2022 Sherwin Williams - Paint, Tape, Brush/Roller - C 252.08 02/15/2022 701-00000-421990 02/06/2022 APEC - Misc Filters (36) 848.11 02/15/2022 701-00000-421990 02/06/2022 Home Depot - Faucet, Microwave 116.38 02/15/2022 701-00000-421990 02/06/2022 Runnings - Paint Supplies 37.56 02/15/2022 701-00000-421990 02/06/2022 Dacotah Paper - Cleaning Supplies 1,052.34 02/15/2022 701-00000-421990 02/06/2022 Dacotah Paper - Cleaning Supplies- Hi -Way Liqi 114.47 02/15/2022 701-00000-421990 02/06/2022 Cintas - mat service inv. # 4106726212- Hi -Way 87.06 02/15/2022 701-00000-431990 ACH Enabled: True AP -Computer Check Proof List by Vendor (02/14/2022 - 2:57 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2022 Cintas - mat service inv. #4105320966; 5963597 170.08 12/31/2021 701-00000-431990 02/06/2022 Cintas - Inv# 4105320973, 4105320965, 410596 254.77 12/31/2021 701-00000-431990 02/06/2022 Cintas - Inv# 4107419882, 4107419908, 410812 148.58 02/15/2022 701-00000-431990 02/06/2022 Cintas - mat serv. # 4107419820; 22447; 92466 - 260.87 02/15/2022 701-00000-431990 02/06/2022 Aramark - Dec. 2021 towel/rug/paper service- P� 126.26 12/31/2021 701-00000-431990 02/06/2022 Aramark - Dec. 2021 Shop towels/rug/ paper sry 226.42 12/31/2021 701-00000-431990 02/06/2022 Cintas - Inv# 4108792498, 4108122479, 410946 229.88 02/15/2022 701-00000-431990 02/06/2022 Verizon - Nov 21 - Dec 20 80.02 12/31/2021 701-00000-432100 02/06/2022 Horizon CPO Seminar - Certified Pool Operator 360.00 02/15/2022 701-00000-433100 02/06/2022 Holiday - Unleaded Fuel 12.088 gals @ $3.199 38.67 02/15/2022 653-41990-421200 02/06/2022 Holiday - Unleaded Fuel 9.673 gals @ $3.099 29.98 02/15/2022 653-41990-421200 02/06/2022 Holiday - Unleaded Fuel 8.834 gals @ $3.199 28.26 02/15/2022 653-41990-421200 02/06/2022 Holiday - Unleaded Fuel 10.154 gals @ $3.199 32.48 02/15/2022 653-41990-421200 02/06/2022 Holiday - Unleaded Fuel 9.905 gals @ $3.099 30.70 02/15/2022 653-41990-421200 02/06/2022 Holiday - Unleaded Fuel 10.910 gals @ $3.199 34.90 02/15/2022 653-41990-421200 02/06/2022 Holiday - Unleaded Fuel 9.218 gals @ $3.349 30.87 02/15/2022 653-41990-421200 02/06/2022 Amazon - Paper (1 case) 29.99 02/15/2022 653-41990-421990 02/06/2022 Amazon - Sticky Notes, Pens 12.26 02/15/2022 653-41990-421990 02/06/2022 Amazon - Napkins, Magnets 23.64 02/15/2022 653-41990-421990 02/06/2022 Innovative - Calculator Paper, Pens, Mesh Cup,1 102.65 02/15/2022 653-41990-421990 02/06/2022 Innovative - Staples 6.93 02/15/2022 653-41990-421990 02/06/2022 Amazon - Magnets 32.97 02/15/2022 653-41990-421990 02/06/2022 Innovative - Paper 37.99 02/15/2022 653-41990-421990 02/06/2022 Innovative - Stapler, Binder Clips 23.89 02/15/2022 653-41990-421990 02/06/2022 Amazon - Ibuprofren 8.49 02/15/2022 653-41990-421990 02/06/2022 Amazon - Chair Mat 62.99 02/15/2022 653-41990-421990 02/06/2022 Amazon - Sharp 10 Key Calculator 59.84 02/15/2022 653-41990-421990 02/06/2022 American Assoc Notaries - Notary Stamp (LN) 26.90 02/15/2022 653-41990-421990 02/06/2022 Amazon - Tape (10 rolls), Packaging Tape 58.95 02/15/2022 653-41990-421990 02/06/2022 Trusted Employees - Dec Background Check (1) 23.00 12/31/2021 653-41990-431990 02/06/2022 Randys - Shredding Service (DMV) 30.09 02/15/2022 653-41990-431990 02/06/2022 USPS - Certified Mail 13.26 02/15/2022 653-41990-432200 02/06/2022 MicroSoft - Monthly E3 Email User Licenses (R 64.00 02/15/2022 702-00000-421990 02/06/2022 Amazon - Samsung 32" Monitors (2) - New Adn 569.97 02/15/2022 702-00000-424100 02/06/2022 MicroSoft - Annual Subscription - 8 Licenses - 1,215.62 02/15/2022 702-00000-443300 02/06/2022 Advanced Disposal - Dec 2021 23.87 12/31/2021 609-49754-438400 02/06/2022 Rogers Radiator - #103 -clean & check oil cooler 309.95 02/15/2022 101-43120-440440 02/06/2022 Aramark - Dec. 2021 uniform rental - Streets 392.81 12/31/2021 101-43120-441700 02/06/2022 Aramark - Dec. 2021 uniform rental - Streets -JJ -136.37 12/31/2021 101-43120-441700 02/06/2022 EATI - #113 - (6) Whelen LED super runt 169.87 02/15/2022 101-43125-422100 02/06/2022 CWP - #109 - 20' hydr. hose 400.23 02/15/2022 101-43125-422100 02/06/2022 Midway Iron - #105 - (2) sheets; 12' flta; 4' sheel 3,392.13 02/15/2022 101-43125-422990 02/06/2022 Zep - (2) 5 gal. TNT concentrated 256.99 02/15/2022 101-43127-421600 AP -Computer Check Proof List by Vendor (02/14/2022 - 2:57 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2022 Runnings - ratchet binder 54.99 02/15/2022 101-43127-421990 02/06/2022 Runnings - (2) HD orange nitrile gloves; (2.63)1 78.94 02/15/2022 101-43127-421990 02/06/2022 Home Depot - wet/dry vacuum for garage 129.00 02/15/2022 101-43127-421990 02/06/2022 Home Depot -(4) Lumen LED chargeable 279.88 02/15/2022 101-43127-421990 02/06/2022 Runnings 4117 black spray paint 4.19 02/15/2022 101-43127-421990 02/06/2022 Runnings -switch for shop vac 4.99 02/15/2022 101-43127-421990 02/06/2022 Runnings - 8oz. pvc glue 4.99 02/15/2022 101-43127-421990 02/06/2022 Runnings - (6) bulk bin anchors 8.34 02/15/2022 101-43127-421990 02/06/2022 Runnings - #117 - (2) nipple hex; bulk bin 16.57 02/15/2022 101-43127-421990 02/06/2022 Runnings - pole saw; (2) pilot drill hex 19.47 02/15/2022 101-43127-421990 02/06/2022 Runnings - #117 - 3' chain 25.47 02/15/2022 101-43127-421990 02/06/2022 Auto Value - zip ties 26.65 02/15/2022 101-43127-421990 02/06/2022 General Rental - 33 lbs. propane for forklift 29.00 02/15/2022 101-43127-421990 02/06/2022 Northern Tool - (2) shovels for shop 79.98 02/15/2022 101-43127-421990 02/06/2022 Auto Value - (97) spool cable 96.03 02/15/2022 101-43127-421990 02/06/2022 Home Depot - drill for shop 299.00 02/15/2022 101-43127-421990 02/06/2022 Runnings - (2) hole saw 18.58 02/15/2022 101-43127-421990 02/06/2022 Runnings - .71 lb. bolts/nuts/washers 4.04 02/15/2022 101-43127-421990 02/06/2022 Runnings - Hillman bulk bin; .05 lb. bolts/nuts/)A 17.27 02/15/2022 101-43127-421990 02/06/2022 Auto Value - (5) oil filters 23.50 02/15/2022 101-43127-422120 02/06/2022 Auto Value - starter solenoid for chipper 23.99 02/15/2022 101-43127-422120 02/06/2022 Auto Value -(4) furnace/fuel filter 39.92 02/15/2022 101-43127-422120 02/06/2022 Monticello Vacuum - Riccar vacuum for truck & 947.00 02/15/2022 101-43127-424100 02/06/2022 FSSolutions - DOT urine -M.B. 56.38 12/31/2021 101-43127-431990 02/06/2022 Amazon - (4) 51 oz. coffee 45.80 02/15/2022 101-43110-421990 02/06/2022 Amazon - (2) rm astrobright paper 32.98 02/15/2022 101-43110-421990 02/06/2022 Amazon - (2) 6pk lithium battery 15.96 02/15/2022 101-43110-421990 02/06/2022 Ausco - (20) cuffed beanies 180.00 02/15/2022 101-43110-421990 02/06/2022 WHCE - Feb 2022 - 909 Golf Course Rd. 19.95 12/31/2021 101-43110-431900 02/06/2022 Verizon - Nov 21 - Dec 20 115.03 12/31/2021 101-43115-432100 02/06/2022 Holiday- loader (34.732) gal. these 1@ $3.599 125.00 02/15/2022 101-43120-421200 02/06/2022 Mills Fleet Farm- #116 - (44.366) gal. diesel @ 9 155.24 02/15/2022 101-43120-421200 02/06/2022 Holiday - #105 - Diesel Fuel (34.732) gals @ $3 125.00 02/15/2022 101-43120-421200 02/06/2022 Runnings - heat gun; (4) 8pk. D batteries 125.95 02/15/2022 101-43120-421990 02/06/2022 Auto Value -(2) pk. D batteries for flashers 16.98 02/15/2022 101-43120-421990 02/06/2022 Runnings - (2) 4pk. D batteries 17.18 02/15/2022 101-43120-421990 02/06/2022 Boyer Trucks - #101 -(3) fiters 214.65 02/15/2022 101-43120-421990 02/06/2022 Auto Value 55 gal. washer fluid; siphon pump 248.90 02/15/2022 101-43120-421990 02/06/2022 Locators & Supply- (6) Road Closed; (6) sign sty 1,839.52 12/31/2021 101-43120-421990 02/06/2022 Runnings - #116-02 pk. clamp; 6' cable 4.43 02/15/2022 101-43120-422100 02/06/2022 Runnings - #116 - coupler; adaptor; dedcng bush 24.27 02/15/2022 101-43120-422100 02/06/2022 Runnings - LED emergency strobe; adap. 7 pole 49.98 02/15/2022 101-43120-422100 02/06/2022 RAE Power Sys - carburetor for generator 59.95 02/15/2022 101-43120-422100 AP -Computer Check Proof List by Vendor (02/14/2022 - 2:57 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2022 Nuss Truck - #116 - pressure sensor 86.79 02/15/2022 101-43120-422100 02/06/2022 Boyer Trucks - #109 -drive shaft; strap bolt kit 97.98 02/15/2022 101-43120-422100 02/06/2022 Nuss Truck - #116 & 105 - (2) 13 -now mack f 423.58 02/15/2022 101-43120-422100 02/06/2022 Noss Truck - #116- pipe; v -clamp; air spring; etc 540.36 02/15/2022 101-43120-422100 02/06/2022 Noss Truck - #116- oil pump; core deposit; (4) ft 1,149.05 02/15/2022 101-43120-422100 02/06/2022 Nuss Truck - #116- oil pan 1,367.05 02/15/2022 101-43120-422100 02/06/2022 Force America - cover plate; parking station DP : 304.63 02/15/2022 101-43120-422100 02/06/2022 Force America - parker piston accumulator - 4" 1 627.84 02/15/2022 101-43120-422100 02/06/2022 Auto Value - (2) flex hone for underbody 111.88 02/15/2022 101-43120-422100 02/06/2022 EATI - LED stud mount 77.14 02/15/2022 101-43120-422100 02/06/2022 Tobins Auto Parts - pillar cover 5.00 02/15/2022 101-43120-422110 02/06/2022 Auto Value - hatchet tiedown 15.99 02/15/2022 101-43120-422110 02/06/2022 EATI - (2) 400 series lens- clear 37.80 02/15/2022 101-43120-422110 02/06/2022 Auto Value 4555 - (2) shackle kit 111.98 02/15/2022 101-43120-422110 02/06/2022 O'Reilly - #113 (2) wipers; (2) stock wipers 140.56 02/15/2022 101-43120-422110 02/06/2022 Auto Value - #116 - (6) flare; (144) 2 -wire megai 146.30 02/15/2022 101-43120-422110 02/06/2022 Automotive Parts Sol. - #130 - front bumper 215.00 02/15/2022 101-43120-422110 02/06/2022 FSSolutions - (2) DOT urine - TB; JJ 112.76 12/31/2021 101-43120-431990 02/06/2022 Verizon - Nov 21 - Dec 20 275.07 12/31/2021 101-43120-432100 02/06/2022 MN Nursery & Landscape - (2) Shade Tree Cow 400.00 02/15/2022 101-43120-433100 02/06/2022 Amazon - radio strap/belt/holder 99.39 02/15/2022 101-42200-421120 02/06/2022 Amazon - radio anti -sway strap 21.39 02/15/2022 101-42200-421120 02/06/2022 Streicher's - FireDN-CARSRU -(5) boots 700.00 02/15/2022 101-42200-421120 02/06/2022 Speedway - Comm.I l - (16.548) gal. unleaded (6 50.79 02/15/2022 101-42200-421200 02/06/2022 Mills Fleet Farm- E-13 - (14.899) gal. diesel@ $ 51.39 02/15/2022 101-42200-421200 02/06/2022 Speedway - Comm.I l - (17.047) gal. unleaded C 55.73 02/15/2022 101-42200-421200 02/06/2022 Holiday- E11- (16.831) gal. diesel@ $3.499 58.89 02/15/2022 101-42200-421200 02/06/2022 Mills Fleet Farm- Tender 11 - (17.214) gal. diesc 61.09 02/15/2022 101-42200-421200 02/06/2022 Holiday -U-12 (10.763) gal. unleaded @ $3.349 36.05 02/15/2022 101-42200-421200 02/06/2022 Speedway - Comm.I l - (16.242) gal. unleaded C 53.91 02/15/2022 101-42200-421200 02/06/2022 Firehouse ID - (2) locker tags 25.40 02/15/2022 101-42200-421990 02/06/2022 Amazon - donation- jump rope rack; shoe shelve 57.22 02/15/2022 101-42200-421990 02/06/2022 Amazon - lock out tag out kit 139.59 02/15/2022 101-42200-421990 02/06/2022 Amazon - wall glove dispenser 27.87 02/15/2022 101-42200-421990 02/06/2022 Home Depot - stud finder; 5 gal. lid; 6pk toggle; 81.03 02/15/2022 101-42200-421990 02/06/2022 Amazon - (12) pk 48 ct. Hero body wipes 120.00 02/15/2022 101-42200-421990 02/06/2022 Rescuetech 1 - FireDN-CARSRU - Omni -block; 886.65 02/15/2022 101-42200-421990 02/06/2022 Mills Fleet Farm- air hose for compressor 10.99 02/15/2022 101-42200-422100 02/06/2022 Home Depot - Command 11 - extention cord 13.47 02/15/2022 101-42200-422110 02/06/2022 Amazon - E-13- 3 pk. LED rocker switches 22.48 02/15/2022 101-42200-422110 02/06/2022 Mills Fleet Farm- (6) car wash soap 59.94 02/15/2022 101-42200-422990 02/06/2022 Jendco Safety - Multigas Detector 719.00 02/15/2022 101-42200-424100 02/06/2022 Eagle Engraving - engraved retirement plaque- S 150.45 02/15/2022 101-42200-431990 AP -Computer Check Proof List by Vendor (02/14/2022 - 2:57 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2022 Trusted Employees - Dec Background Check (1) 37.00 12/31/2021 101-42200-431990 02/06/2022 Safeguard Security - Feb 2022 security monitorii 44.95 02/15/2022 101-42200-431990 02/06/2022 AT & T - FirstNet - Dec 2021 service mobile unl 76.46 12/31/2021 101-42200-432100 02/06/2022 Verizon - Nov 21 - Dec 20 180.05 12/31/2021 101-42200-432100 02/06/2022 USPS - certified mail 7.38 02/15/2022 101-42200-432200 02/06/2022 USPS - certified mail 7.38 02/15/2022 101-42200-432200 02/06/2022 USPS - certified mail 14.96 02/15/2022 101-42200-432200 02/06/2022 Pizza Ranch - Grant meeting meal 35.02 02/15/2022 101-42200-433100 02/06/2022 Pizza Ranch - meeting meal- Wr. County Fire C 13.80 02/15/2022 101-42200-433100 02/06/2022 Monti Auto Service- Command 11 oil change 40.07 02/15/2022 101-42200-440500 02/06/2022 MSFCA - 2022 membership 400.00 02/15/2022 101-42200-443300 02/06/2022 Live Laugh Bloom - arrangement - Leifert- 11/3i 45.00 12/31/2021 101-42200-443990 02/06/2022 Mills Fleet Farm- U-13 - car wash 11.00 02/15/2022 101-42200-443990 02/06/2022 Mills Fleet Farm - car wash 11.00 02/15/2022 101-42200-443990 02/06/2022 MN Dept Labor - Qtr 4 Building Permit Surchar; -303.30 12/31/2021 101-42400-343000 02/06/2022 Holiday - Unleaded Fuel 22.122 gals @ $3.199 70.77 02/15/2022 101-42400-421200 02/06/2022 NFPA - training installation sprinkler 29.30 12/31/2021 101-42400-433100 02/06/2022 Int'l Code Council - Seminars (2) (BF) 300.00 02/15/2022 101-42400-433100 02/06/2022 Int'l Code Council - Seminars (1) (RH) 150.00 02/15/2022 101-42400-433100 02/06/2022 Int'1 Code Council - Seminars (3) (DC) 450.00 02/15/2022 101-42400-433100 02/06/2022 Int'l Code Council - Seminars (2) (WK) 300.00 02/15/2022 101-42400-433100 02/06/2022 Kwik Trip - Car Washes (10 pk) 110.00 02/15/2022 101-42400-440500 02/06/2022 RealTruck.com - Steps for Dodge Pickup 369.89 02/15/2022 101-42400-440500 02/06/2022 NFPA - 2022 membership 175.00 02/15/2022 101-42400-443300 02/06/2022 Disaster Mgmnt. Syst - ZZZNEP-IMPLEM- EO, 3,521.43 02/15/2022 101-42500-421990 02/06/2022 Jimmy Johns - Sandwiches for Council 100.64 02/15/2022 101-41110-443990 02/06/2022 Walmart - Bottled Water for Meetings 5.24 02/15/2022 101-41110-443990 02/06/2022 Amazon - Linen Finish Twin Pocket Folders (25: 27.24 02/15/2022 101-41310-421990 02/06/2022 Amazon - K Cup Coffee (80) 33.24 02/15/2022 101-41310-421990 02/06/2022 Amazon - Kleenex, Coffee Stirrers, Paper Towel 120.88 02/15/2022 101-41310-421990 02/06/2022 Amazon - 8 Port USB Hub Splitter, Message Da 110.05 02/15/2022 101-41310-421990 02/06/2022 Amazon - Stainless Steel Cleaning Wipes, Drawi 30.38 02/15/2022 101-41310-421990 02/06/2022 Amazon - Dry Erase Eraser 10.99 02/15/2022 101-41310-421990 02/06/2022 Amazon - AA Batteries (48 ct) 32.48 02/15/2022 101-41310-421990 02/06/2022 Amazon - Office Chair 119.99 02/15/2022 101-41310-421990 02/06/2022 Amazon - Pop Up Note Dispenser, Desk Calends 18.37 02/15/2022 101-41310-421990 02/06/2022 Amazon - Desktop Tent Calendar 14.22 02/15/2022 101-41310-421990 02/06/2022 Amazon - Dry Erase Markers, Sharpie Markers 19.09 02/15/2022 101-41310-421990 02/06/2022 Amazon - Calculator, File Folders, Notebooks, A 8.50 02/15/2022 101-41310-421990 02/06/2022 Amazon - Dry Erase Calendar, Dry Erase Marke 47.91 02/15/2022 101-41310-421990 02/06/2022 Amazon - 11 x 14 Frame 16.09 02/15/2022 101-41310-421990 02/06/2022 Innovative - Planner, Folders, Pop Up Post its 72.15 02/15/2022 101-41310-421990 02/06/2022 Monti Printing - Name Plate (WK) 12.66 02/15/2022 101-41310-421990 AP -Computer Check Proof List by Vendor (02/14/2022 - 2:57 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2022 USPS - Mailing Tubes (2) 6.78 02/15/2022 101-41310-421990 02/06/2022 Innovative - Paper (3 cases) 133.88 02/15/2022 101-41310-421990 02/06/2022 48 Hour Print - Downtown Round Logo Windom 292.04 02/15/2022 101-41310-421990 02/06/2022 Amazon - Coffee 32.77 02/15/2022 101-41310-421990 02/06/2022 Innovative - Paper (4 cases) 151.96 02/15/2022 101-41310-421990 02/06/2022 Innovative - Tape, Steno Notebooks, Post It Flag 83.58 02/15/2022 101-41310-421990 02/06/2022 Amazon - Swiffer Duster Starter Kit 15.82 02/15/2022 101-41310-421990 02/06/2022 Amazon - Pens, Fle Folders 75.52 02/15/2022 101-41310-421990 02/06/2022 Amazon - K Cup Coffee (80) 33.24 02/15/2022 101-41310-421990 02/06/2022 Randys - Shredding Service (CH) 30.09 02/15/2022 101-41310-431990 02/06/2022 MN Assoc Gov't Communicators - 2022 Membe 85.00 02/15/2022 101-41310-443300 02/06/2022 Monti Chamber - January Lunch (HF) 15.00 02/15/2022 101-41310-443990 02/06/2022 Amazon - Rolling File Cart, Sprial Notebooks, L 93.02 02/15/2022 101-41520-421990 02/06/2022 Amazon - Reusable Silverware Sets for Finance 59.93 02/15/2022 101-41520-421990 02/06/2022 Amazon - W2 Envelopes (50) 25.98 02/15/2022 101-41520-421990 02/06/2022 Amazon - COVID At Home Tests for Seminar 17.98 02/15/2022 101-41520-421990 02/06/2022 GFOA - 2022 Annual Membership Dues (SR) 190.00 02/15/2022 101-41520-443300 02/06/2022 Jimmy Johns - Sandwiches for Meeting 119.29 02/15/2022 213-46301-443990 02/06/2022 Monti Chamber - January Lunch (JT) 15.00 02/15/2022 213-46301-443990 02/06/2022 Recreation Supply - Sales Tax Refund -5.82 12/31/2021 226-00000-115030 02/06/2022 Amazon - Wall Clock for Meeting Room 19.21 02/15/2022 226-45122-421990 02/06/2022 Amazon - 9V Batteries 21.04 02/15/2022 226-45122-421990 02/06/2022 Amazon - Label Maker Tape 14.59 02/15/2022 226-45122-421990 02/06/2022 Amazon - Pens 24.37 02/15/2022 226-45122-421990 02/06/2022 Ausco - Staff T Shirts 80.00 02/15/2022 226-45122-421990 02/06/2022 Sign Bracket Store - Brackets for Gallery Hallw, 738.25 02/15/2022 226-45122-421990 02/06/2022 Ausco - Staff Clothing 48.00 02/15/2022 226-45123-421990 02/06/2022 Runnings - PVC Weld Kit, Couplings, Squeegee, 36.42 02/15/2022 226-45124-421990 02/06/2022 Runnings - Return/Adjustment PVC -1.00 02/15/2022 226-45124-421990 02/06/2022 American Red Cross - 2022 Authorized Provides 300.00 02/15/2022 226-45124-431990 02/06/2022 Dacotah Paper - Food Service Gloves for Concu 57.79 12/31/2021 226-45125-421990 02/06/2022 Dacotah Paper - Paper Plates for Concession 71.55 02/15/2022 226-45125-421990 02/06/2022 Amazon - Protein Bars for Concession 80.77 02/15/2022 226-45125-425410 02/06/2022 Cub - Pizzas for Concession 27.00 02/15/2022 226-45125-425410 02/06/2022 Home Depot - PVC Pipe, Fittings, Couplings 25.28 02/15/2022 226-45126-422990 02/06/2022 WHCE - MCC 27.95 12/31/2021 226-45126-431900 02/06/2022 WHCE - Feb 2022 - MCC 19.95 12/31/2021 226-45126-431900 02/06/2022 Holiday -John Deere 324 - Diesel Fuel 13.893 g, 51.39 02/15/2022 601-49440-421200 02/06/2022 Grainger - disp. batteries 12pk 9v; 24pk AAA- 1, 12.62 02/15/2022 601-49440-421990 02/06/2022 Runnings -(2) coarse brush; (2) screwdriver 27.46 02/15/2022 601-49440-421990 02/06/2022 Monti Napa -hydro oil- Prem. AW; tight spot 83.48 02/15/2022 601-49440-422990 02/06/2022 WHCE - 5980 Jason Ave NE 19.95 12/31/2021 601-49440-431900 02/06/2022 WHCE - 207 Chelsea Rd 32.95 12/31/2021 601-49440-431900 AP -Computer Check Proof List by Vendor (02/14/2022 - 2:57 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2022 WHCE - 209 Cedar St 29.95 12/31/2021 601-49440-431900 02/06/2022 WHCE - 132 E. Broadway 29.95 12/31/2021 601-49440-431900 02/06/2022 WHCE - Feb 2022 - 200 Dundas Rd 29.95 12/31/2021 601-49440-431900 02/06/2022 Verizon - Nov 21 - Dec 20 97.53 12/31/2021 601-49440-432100 02/06/2022 Aramark - Dec. 2021 uniform rental - Water 134.88 12/31/2021 601-49440-441700 02/06/2022 AWWA - 2022 membership renewal 355.00 02/15/2022 601-49440-443300 02/06/2022 MPARS- permit #1964-1059 (202 1) Water Use; 12,137.05 02/15/2022 601-49440-443700 02/06/2022 Advanced Disposal - Dec 2021 113.38 12/31/2021 602-49480-438400 02/06/2022 Grainger - (2) plate stock aluminium for block of 86.28 02/15/2022 602-49490-421990 02/06/2022 Grainger - disp. batteries 12pk 9v; 24pk AAA- 1, 12.62 02/15/2022 602-49490-421990 02/06/2022 Runnings - 1 00'poly-blend rope 24.99 02/15/2022 602-49490-421990 02/06/2022 Runnings - 4' hose 5.16 02/15/2022 602-49490-422990 02/06/2022 Runnings- quick link; cylind. exchange; 4' chain 49.93 02/15/2022 602-49490-422990 02/06/2022 Monti Napa - block heater - Meadow Oakes 123.29 02/15/2022 602-49490-422990 02/06/2022 Home Depot - GFCI; volt tester; elec. pocket scr 59.94 02/15/2022 602-49490-422990 02/06/2022 Home Depot - splice heat shrik kit; power tool a 26.03 02/15/2022 602-49490-422990 02/06/2022 Verizon - Nov 21 - Dec 20 97.52 12/31/2021 602-49490-432100 02/06/2022 WHCE - Sunset Ponds 12/1-31/21 - (1017) kWh 142.25 12/31/2021 602-49490-438100 02/06/2022 Aramark - Dec. 2021 uniform rental - Sewer 134.88 12/31/2021 602-49490-441700 02/06/2022 48 Hour Print - The Pointer Outreach Compass c 101.28 02/15/2022 213-46301-421990 02/06/2022 WHCE - Feb 2022 - Hi -Way Liquor 21.42 12/31/2021 609-49754-431900 02/06/2022 DISH - Feb. 2022 service 77.03 02/15/2022 609-49754-432500 02/06/2022 Cub - resale limes 24.75 02/15/2022 609-49750-425400 02/06/2022 Arctic Glacier - resale - inv. # 3456200406 97.80 02/15/2022 609-49750-425500 02/06/2022 Arctic Glacier - resale inv. # 3456136306 208.05 12/31/2021 609-49750-425500 02/06/2022 Cub - resale- limes/lemons 26.40 02/15/2022 609-49750-425500 02/06/2022 Cub - (2) 24ct. creamer 34.32 02/15/2022 609-49754-421990 02/06/2022 Dacotah Paper - dba Spectrum - cs. forks; cs. spc 150.57 02/15/2022 609-49754-421990 02/06/2022 Cub - (2) batteries 30.04 02/15/2022 609-49754-421990 02/06/2022 Advanced Disposal - Dec 2021 208.87 12/31/2021 226-45126-438400 02/06/2022 Pickleball Central - Pickleballs - 3-12pks 89.97 02/15/2022 226-45127-421720 02/06/2022 Trusted Employees - Dec Background Check (3) 71.00 12/31/2021 226-45122-431990 02/06/2022 Horizon CPO Seminar - Certified Pool Operator 360.00 02/15/2022 226-45122-433100 02/06/2022 Advanced Disposal - Dec 2021 35.80 12/31/2021 101-43127-438400 02/06/2022 WHCE -Dec. 2021 General Street Lighting 1,469.73 12/31/2021 101-43160-438100 02/06/2022 Advanced Disposal - Dec 2021 44,112.70 12/31/2021 101-43230-438400 02/06/2022 Advanced Disposal - Dec 2021 - Recycling 20,170.80 12/31/2021 101-43230-438400 02/06/2022 Kwik Trip - #230 - (10.672) gal. D2 bio. @ $3.51. 38.41 02/15/2022 101-45201-421200 02/06/2022 Kwik Trip - #225- (11.796) gal. D2 bio. @ $3.49 41.27 02/15/2022 101-45201-421200 02/06/2022 Kwik Trip - 9230 - (12.583) gal. D2 bio. @ $3.4: 44.03 02/15/2022 101-45201-421200 02/06/2022 Kwik Trip - 9230 - (12.883) gal. D2 bio. @ $3.4' 45.08 02/15/2022 101-45201-421200 02/06/2022 Kwik Trip - #230 - (11.441) gal. D2 bio. @ $3.61 42.32 02/15/2022 101-45201-421200 02/06/2022 Holiday- #215 (18.924) gal. these 1@ $3.699 70.00 02/15/2022 101-45201-421200 AP -Computer Check Proof List by Vendor (02/14/2022 - 2:57 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2022 Holiday - Diesel Fuel 4.887 gals @ $3.699 - Sno 18.08 02/15/2022 101-45201-421200 02/06/2022 Holiday - Diesel Fuel 5.571 gals @ $3.599 - Sno 20.05 02/15/2022 101-45201-421200 02/06/2022 Red's Service - snowblower gas 17.66 02/15/2022 101-45201-421200 02/06/2022 Kwik Trip - 9205- (21.765) gal. D2 bio. @ $3.69 80.51 02/15/2022 101-45201-421200 02/06/2022 Runnings - gal. Simple Green; Gain; super glue 23.77 02/15/2022 101-45201-421990 02/06/2022 Runnings - anitfreeze; (1.09) lb. bolts/wahsers; ( 27.75 02/15/2022 101-45201-421990 02/06/2022 Monti Napa - (2) cavity wax plus; fuel fltr; (2) b� 63.41 02/15/2022 101-45201-421990 02/06/2022 Runnings - #205 - (2) Hillman bulk bin 10.98 02/15/2022 101-45201-421990 02/06/2022 Monti Printing - Christmas Cards (50) 72.90 12/31/2021 101-45201-421990 02/06/2022 Amazon - Disposable Face Masks (200) 27.58 02/15/2022 101-45201-421990 02/06/2022 Amazon - Awards for Fat Bike Fest 22.00 02/15/2022 101-45201-421990 02/06/2022 Amazon- (2) motor speed controller 27.98 02/15/2022 101-45201-421990 02/06/2022 Home Depot - Klean Strip concrete;metal prep; : 19.46 02/15/2022 101-45201-421990 02/06/2022 Amazon - (4) 51 oz. coffee 45.60 02/15/2022 101-45201-421990 02/06/2022 Monti Napa - (2) nitrile gloves 59.56 02/15/2022 101-45201-421990 02/06/2022 Monti Napa -relay; (3) socket; (3) touch switch; 83.10 02/15/2022 101-45201-421990 02/06/2022 Auto Value - acid core solder; rust mort; 14' pipe 99.95 02/15/2022 101-45201-421990 02/06/2022 Snowplows Plus - (2) cutting edge; headlight w/1 1,124.75 02/15/2022 101-45201-421990 02/06/2022 Runnings -(2) adhesive fasteners; cover steel; on 12.16 02/15/2022 101-45201-421990 02/06/2022 Monti Napa 4209 - - tension pully; serpentine b 42.79 02/15/2022 101-45201-422990 02/06/2022 WHCE - 2171 River St. W 16.95 12/31/2021 101-45201-431900 02/06/2022 WHCE - 107 River St. W 19.95 12/31/2021 101-45201-431900 02/06/2022 FSSolutions - DOT urine - J.B. 56.38 12/31/2021 101-45201-431990 02/06/2022 Night Hawk Security - Monthly Security @ Park 49.95 02/15/2022 101-45201-431990 02/06/2022 Verizon - Nov 21 - Dec 20 235.06 12/31/2021 101-45201-432100 02/06/2022 Central Lutheran - parking for expo 10.00 02/15/2022 101-45201-433100 02/06/2022 Plaza Ramp - parking for expo 12.00 02/15/2022 101-45201-433100 02/06/2022 MN Nursery & Landscape - (2) Shade Tree Com 400.00 02/15/2022 101-45201-433100 02/06/2022 Advanced Disposal - Dec 2021 11.93 12/31/2021 101-45501-431990 02/06/2022 Runnings- knit rubber glove; lg. rubber gloves 11.78 02/15/2022 101-45204-421990 02/06/2022 Dollar Tree - asst. craft supplies 37.00 02/15/2022 101-45204-421990 02/06/2022 Runnings - 10" brush; utility brush; roller spongf 74.30 02/15/2022 101-45204-421990 02/06/2022 Home Depot - (6) poultry netting- MontiArts 124.12 02/15/2022 101-45204-421990 02/06/2022 Home Depot - poultry netting; (11) Gorilla grip t 267.26 02/15/2022 101-45204-421990 02/06/2022 Home Depot - (3) hot glue gun glue sticks 16.41 02/15/2022 101-45204-421990 02/06/2022 Advanced Disposal - Dec 2021 47.74 12/31/2021 101-45201-438400 02/06/2022 Advanced Disposal - Dec 2021 23.87 12/31/2021 101-45201-438400 02/06/2022 Aramark - Dec. 2021 uniform rental - Parks 209.39 12/31/2021 101-45201-441700 02/06/2022 SpyPoint - Feb. 2022 trail camera subscription 15.00 02/15/2022 101-45201-443300 02/06/2022 MN Dept Labor - Qtr 4 Building Permit Surchar; 7,582.49 12/31/2021 101-00000-208110 02/06/2022 Advanced Disposal - Dec 2021 - GFEE 4,197.04 12/31/2021 101-00000-208120 02/06/2022 Amazon - Transparent Face Guards (10) 40.34 02/15/2022 101-41800-421990 02/06/2022 NeoGov - 2022 Subscription Fee for Insight 4,045.50 02/15/2022 101-41800-431900 AP -Computer Check Proof List by Vendor (02/14/2022 - 2:57 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 02/06/2022 LMC - 2022 Safety & Loss Control Workshop (1 20.00 02/15/2022 101-41800-433100 02/06/2022 Society Human Resource Mgmt - Annual Memb 219.00 02/15/2022 101-41800-443300 02/06/2022 Holiday - Gift Card for Safety Bingo Prize 50.00 02/15/2022 101-41800-443990 02/06/2022 MERSC - Membership 400.00 02/15/2022 101-41800-443990 02/06/2022 Runnings - Gift Card for Safety Bingo Prize 30.00 02/15/2022 101-41800-443990 02/06/2022 USPS - Certified Letter 8.16 02/15/2022 101-41910-432200 Check Total: 141,304.63 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 7 ACH Enabled: True 00012258220 Vanco Gateway Exchange - Jan 2022 (1/2) 52.76 02/15/2022 602-49490-443980 00012258220 Vanco Gateway Exchange - Jan 2022 (1/2) 52.76 02/15/2022 601-49440-443980 Check Total: 105.52 Vendor: 2405 WELLS FARGO - Monthly Charges/Retums Check Sequence: 8 ACH Enabled: True Feb 22 UB CC Fees (AmEx -8910) 45.14 02/15/2022 601-49440-443980 Feb 22 UB CC Fees (Bluefin - 7022) 939.56 02/15/2022 601-49440-443980 Feb 22 UB CC Fees (AmEx -8910) 45.14 02/15/2022 602-49490-443980 Feb 22 UB CC Fees (Bluefin - 7022) 939.55 02/15/2022 602-49490-443980 Feb 22 MCC CC Fees (Daxco- 2887) 1,575.95 02/15/2022 226-45122-443980 Feb 22 MCC CC Fees (iAccess FM -1476) 88.68 02/15/2022 226-45127-431992 Feb 22 MCC CC Fees Clover App Fmrs Mkt) 21.42 02/15/2022 226-45127-431992 Feb 22 WF account interest earnings -355.34 02/15/2022 101-00000-362110 Feb 22 Global Payments - CivicRec 68.56 02/15/2022 101-45201-443980 Feb 22 CH CC Fees (WF -0999) 125.75 02/15/2022 101-41520-443980 Feb 22 WF account bank charges 1,301.46 02/15/2022 101-41520-443980 Feb 22 Liq Store CC Fees (WF -0990) 7,074.66 02/15/2022 609-49754-443980 Check Total: 11,870.53 Total for Check Run: 161,743.07 Total of Number of Checks: 8 The preceding list of bills payable was reviewed and approved for payment. Date: 2/28/22 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (02/14/2022 - 2:57 PM) Page 10 Accounts Payable CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Debbie.Davidson Printed: 02/23/2022 - 11:19AM Batch: 00206.02.2022 - 206.02.2022 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 1 ACH Enabled: False 58510 Feb Events & Activities Insert (3700) (1/2) 382.02 02/28/2022 101-45201-434990 58510 Feb Events & Activities Insert (3700) (1/2) 382.03 02/28/2022 226-45122-434990 58510 UB Feb Invoices (3635) Print, Fold, Stuff, Envel 650.92 02/28/2022 601-49440-431800 58510 UB Feb Invoices (3635) Print, Fold, Stuff, Envel 650.91 02/28/2022 602-49490-431800 Check Total: 2,065.88 Vendor: 5480 ALIVE LUTHERAN CHURCH Check Sequence: 2 ACH Enabled: False 2/22/2022 Relocation Benefit Payment Advance 3,500.00 02/28/2022 213-46301-461500 Check Total: 3,500.00 Vendor: 5871 APOLLO PLUMBING INC. Check Sequence: 3 ACH Enabled: False 8343 Replace Pilot Assembly for Water Heater @ PW 623.25 02/28/2022 701-00000-440100 Check Total: 623.25 Vendor: 1039 AQUA LOGIC INC Check Sequence: 4 ACH Enabled: True 307 Repair Bulkhead on Spa Filter 839.53 02/28/2022 701-00000-431990 314 Troubleshoot Vacuum 180.00 02/28/2022 701-00000-431990 345 Service Spa Heater 446.39 02/28/2022 226-45126-440100 Check Total: 1,465.92 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 5 ACH Enabled: False 3519749 resale- beer 365.25 02/28/2022 609-49750-425200 3520715 resale- beer 291.25 02/28/2022 609-49750-425200 3520986 resale- beer 53.50 02/28/2022 609-49750-425200 Check Total: 710.00 Vendor: 4502 ARVIG Check Sequence: 6 ACH Enabled: True 000269713 003 Managed IT Services - Feb 2022 1,218.60 02/28/2022 702-00000-431990 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 324028 2021 Arvig Performance Fee - Subscriber Billing -8.00 02/28/2022 656-00000-380520 324028 2021 Arvig Performance Fee - Subscriber Fees 6,702.39 02/28/2022 656-49870-430600 324028 2021 Arvig Performance Fee - Management Fee: 0.04 02/28/2022 656-49870-430700 324028 2021 Arvig Performance Fee - Year End True Ul 168,947.60 02/28/2022 656-49870-430700 324028 2021 Arvig Performance Fee - Fixed Fee -13,753.52 02/28/2022 656-49870-430800 Check Total: 163,107.11 Vendor: 1186 BDG INC Check Sequence: 7 ACH Enabled: True 27121 sewer camera - diagnose no signal & repair 3,516.20 02/28/2022 602-49490-440440 Check Total: 3,516.20 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 8 ACH Enabled: True 104682100 asst. bags 214.50 02/28/2022 609-49754-421990 104682100 resale- condiments 59.35 02/28/2022 609-49750-425500 104682100 freight 1.26 02/28/2022 609-49750-433300 104716500 resale- mix 142.25 02/28/2022 609-49750-425400 104716500 asst. bags 81.50 02/28/2022 609-49754-421990 104716500 freight 1.02 02/28/2022 609-49750-433300 104749200 freight 1.75 02/28/2022 609-49750-433300 104749200 asst. bags 121.50 02/28/2022 609-49754-421990 104749200 reale- mix; 236.85 02/28/2022 609-49750-425400 104749200 reale- condiment 23.00 02/28/2022 609-49750-425500 93551900 freight 36.30 02/28/2022 609-49750-433300 93551900 resale -liquor 2,908.40 02/28/2022 609-49750-425100 93551900 resale- wine 148.00 02/28/2022 609-49750-425300 93653100 resale- wine 84.00 02/28/2022 609-49750-425300 93653100 resale -liquor 9,002.45 02/28/2022 609-49750-425100 93653100 freight 101.61 02/28/2022 609-49750-433300 93697000 freight 77.55 02/28/2022 609-49750-433300 93697000 resale -liquor 8,955.60 02/28/2022 609-49750-425100 93741300 reale- liquor 8,317.10 02/28/2022 609-49750-425100 93741300 freight 99.00 02/28/2022 609-49750-433300 93741300 reale- wine 328.00 02/28/2022 609-49750-425300 Check Total: 30,940.99 Vendor: 1067 BERNICK'S Check Sequence: 9 ACH Enabled: False 302119 resale- soda pop 58.74 02/28/2022 609-49750-425400 302120 resale- beer 1,825.85 02/28/2022 609-49750-425200 304218 resale- soda pop 49.59 02/28/2022 609-49750-425400 304219 resale- beer n/a 125.50 02/28/2022 609-49750-425400 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 304219 resale- beer 1,672.10 02/28/2022 609-49750-425200 304220 Resale - Pop, Water, 327.86 02/28/2022 226-45125-425410 Check Total: 4,059.64 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII Check Sequence: 10 ACH Enabled: False 342918400 resale - liquor 5,085.67 02/28/2022 609-49750-425100 342918400 resale- wine 473.46 02/28/2022 609-49750-425300 342918400 freight 74.13 02/28/2022 609-49750-433300 343003735 freight 101.34 02/28/2022 609-49750-433300 343003735 resale- wine 464.00 02/28/2022 609-49750-425300 343003735 resale -liquor 7,873.82 02/28/2022 609-49750-425100 409435641 resale - liquor credit inv. 342918400 -203.50 02/28/2022 609-49750-425100 409435641 freight creditt - inv. 342918400 -4.95 02/28/2022 609-49750-433300 409449890 freight credit - #360745976 -0.14 02/28/2022 609-49750-433300 409449890 resale - liquor credit - #360745976 -10.49 02/28/2022 609-49750-425100 Check Total: 13,853.34 Vendor: 1801 CANNON RIVER WINERY Check Sequence: 11 ACH Enabled: True 13009 resale- wine 353.00 02/28/2022 609-49750-425300 Check Total: 353.00 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 12 ACH Enabled: True 2651004 resale- beer 10,965.22 02/28/2022 609-49750-425200 2651004 resale- beer n/a 28.00 02/28/2022 609-49750-425400 2652177 resale -beer 736.50 02/28/2022 609-49750-425200 2653124 resale- beer 20,293.40 02/28/2022 609-49750-425200 2653124 resale- beer n/a 355.47 02/28/2022 609-49750-425400 2653125 resale- beer credit -1,173.68 02/28/2022 609-49750-425200 Check Total: 31,204.91 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 13 ACH Enabled: False 22838 resale- wine 270.00 02/28/2022 609-49750-425300 Check Total: 270.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 14 ACH Enabled: True 1534158 resale- beer n/a 160.40 02/28/2022 609-49750-425400 1534158 resale- beer 13,557.88 02/28/2022 609-49750-425200 1535747 resale -beer -13.20 02/28/2022 609-49750-425200 1535852 resale- beer credit -91.34 02/28/2022 609-49750-425200 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 1535856 resale- beer 10,277.75 02/28/2022 609-49750-425200 1537628 resale -beer 891.15 02/28/2022 609-49750-425200 1537629 resale- beer 20,804.94 02/28/2022 609-49750-425200 1537629 resale -beer n/a 252.10 02/28/2022 609-49750-425400 1539265 resale -beer n/a 25.20 02/28/2022 609-49750-425400 1539265 resale- beer 8,788.60 02/28/2022 609-49750-425200 1539398 resale- beer sample 0.01 02/28/2022 609-49750-425200 1539509 resale -beer credit -18.00 02/28/2022 609-49750-425200 1540199 resale- beer 624.80 02/28/2022 609-49750-425200 1541268 resale -beer 132.40 02/28/2022 609-49750-425200 1541268 resale -beer n/a 61.40 02/28/2022 609-49750-425400 1541269 resale -beer n/a 132.80 02/28/2022 609-49750-425400 1541269 resale- beer 14,104.32 02/28/2022 609-49750-425200 1541413 resale -beer credit -56.55 02/28/2022 609-49750-425200 1541423 resale -beer credit -72.80 02/28/2022 609-49750-425200 Check Total: 69,561.86 Vendor: 2050 DEMVI LLC Check Sequence: 15 ACH Enabled: False 2/19/2022 Parking Lot Maintenance - Feb 2022 198.02 02/28/2022 213-46301-443990 Check Total: 198.02 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 16 ACH Enabled: True 1415097 resale -beer 194.15 02/28/2022 609-49750-425200 1418435 resale- beer 1,905.75 02/28/2022 609-49750-425200 1418435 resale- beer n/a 27.50 02/28/2022 609-49750-425400 1751000190 resale- beer credit -21.92 02/28/2022 609-49750-425200 Check Total: 2,105.48 Vendor: 5545 DRASTIC MEASURES BREWING, LLC Check Sequence: 17 ACH Enabled: True 1899 resale - beer 474.20 02/28/2022 609-49750-425200 Check Total: 474.20 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 18 ACH Enabled: True 876845 202205 - Twin Pines Vacation Ad# 1201469 241.52 02/28/2022 101-41910-435100 876846 202206 - PH Deephaven 2 Easement Ad# 12014 223.06 02/28/2022 101-41910-435100 876847 2022 Budget Summary Ad# 1202714 184.60 02/28/2022 101-41520-435100 876848 PH Alive Church CUP Ad# 1203206 167.68 02/28/2022 101-41410-435100 876849 PH City NP Amendment Ad# 1203420 176.91 02/28/2022 101-41410-435100 877802 Cancellation of PH Ad# 1206219 166.14 02/28/2022 101-41910-435100 877803 PH Amend Ordinance #152.027 & 152.061 Adh 138.45 02/28/2022 101-41910-435100 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 877804 PH Amend 2040 Comprehensive Plan Ad# 120E 129.22 02/28/2022 101-41910-435100 877805 PH Pointes at Cedar Ad# 1206225 147.68 02/28/2022 02/28/2022 101-41910-435100 877806 PH Otter Creek Crossing Ad# 1206230 147.68 02/28/2022 101-41910-435100 877807 22C001 - 2022 Street/Sidewalk Improvement Bi 276.90 02/28/2022 400-43300-459023 877808 PH Alive Lutheran Church Ad# 1206582 166.14 02/28/2022 02/28/2022 101-41910-435100 Check Total: 2,165.98 Vendor: 1722 ENVIRONMENTAL EQUIPMENT & SERVIC] Check Sequence: 19 ACH Enabled: False 21968 Tymco Sweeper - repairs & maintc. 8,329.34 02/28/2022 101-43120-440440 Check Total: 8,329.34 Vendor: 2154 FEDERATED CO-OPS INC Check Sequence: 20 ACH Enabled: True 1017684 (67) propane 113.83 02/28/2022 101-45201-421990 Check Total: 113.83 Vendor: 2561 FERGUSON WATERWORKS Check Sequence: 21 ACH Enabled: False 0489513 resale- LF 3 BRS meter Flg kit rnd X 323.85 02/28/2022 601-49440-422710 WN005489 (5) LF 5/8 x 3/4 T10 meter R900I usg 1,365.30 02/28/2022 601-49440-422701 Check Total: 1,689.15 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 22 ACH Enabled: True 2/8/2022 Feb 2022 - Phone & Internet - Monti Arts 96.55 02/28/2022 101-45204-431990 2/8/2022 Feb 2022 - Cable - MCC 194.85 02/28/2022 226-45127-432500 2/8/2022 Feb 2022 - Cable - Fire Hall 116.85 02/28/2022 101-42200-431990 2/8/2022 Feb 2022 - Data Hosting 500.00 02/28/2022 702-00000-431900 2/8/2022 Feb 2022 - Service Contract 250.00 02/28/2022 702-00000-431900 2/8/2022 Feb 2022 - DMV Relocation 1,100.50 02/28/2022 653-00000-165010 2/8/2022 Feb 2022 - Phone - City Hall 913.66 02/28/2022 702-00000-432100 2/8/2022 Feb 2022 - Phone - MCC 739.72 02/28/2022 702-00000-432100 2/8/2022 Feb 2022 - Phone - Ballfields 19.73 02/28/2022 702-00000-432100 2/8/2022 Feb 2022 - Phone - DMV 326.02 02/28/2022 702-00000-432100 2/8/2022 Feb 2022 - Phone - Hi Way Liquor 348.76 02/28/2022 702-00000-432100 2/8/2022 Feb 2022 - Phone - Fire Hall 420.60 02/28/2022 702-00000-432100 2/8/2022 Feb 2022 - Phone - Public Works 1,222.06 02/28/2022 702-00000-432100 2/8/2022 Feb 2022 - Phone - Parks 114.63 02/28/2022 702-00000-432100 2/8/2022 Feb 2022 - Phone - Prairie Center 13.24 02/28/2022 702-00000-432100 2/8/2022 Feb 2022 - Internet - City Hall 248.90 02/28/2022 702-00000-432300 2/8/2022 Feb 2022 - Internet - MCC 10.00 02/28/2022 702-00000-432300 2/8/2022 Feb 2022 - Internet - DMV 89.90 02/28/2022 702-00000-432300 2/8/2022 Feb 2022 - Internet - Hi Way Liquor 45.95 02/28/2022 702-00000-432300 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 2/8/2022 Feb 2022 - Internet - Fire Hall 170.90 02/28/2022 702-00000-432300 2/8/2022 Feb 2022 - Internet - Animal Shelter 33.95 02/28/2022 702-00000-432300 2/8/2022 Feb 2022 - Internet - Public Works 53.95 02/28/2022 702-00000-432300 Check Total: 7,030.72 Vendor: 2174 FINANCE AND COMMERCE Check Sequence: 23 ACH Enabled: False 745317541 22C001 - 2022 Street & Sidewalk Project Bids 132.70 02/28/2022 400-43300-459023 Check Total: 132.70 Vendor: 1205 GRAINGER INC Check Sequence: 24 ACH Enabled: False 9205067193 Shower Hooks (2) 20.04 02/28/2022 701-00000-421990 Check Total: 20.04 Vendor: 5482 GRANITE ELECTRONICS, INC. Check Sequence: 25 ACH Enabled: False 159000023-1 base antenna - install adapter to jump the coax 128.35 02/28/2022 101-45201-440440 Check Total: 128.35 Vendor: 5840 HAKANSON ANDERSON ASSOCIATES INC Check Sequence: 26 ACH Enabled: False 47832 22C001 - 2022 Street Improvement Project - Dec 12,519.50 02/28/2022 400-43300-459023 Check Total: 12,519.50 Vendor: 1223 HAWKINS INC Check Sequence: 27 ACH Enabled: True 6117761 chemicals for city wells 12,781.28 02/28/2022 601-49440-421600 6120353 Polymer - Aqua Hawk - WWTP 11,706.46 02/28/2022 602-49480-421990 Check Total: 24,487.74 Vendor: 1239 HOGLUND BUS COMPANY INC Check Sequence: 28 ACH Enabled: True R100000306:01 Tender 3- park brake swith wire trace 148.50 02/28/2022 101-42200-440500 Check Total: 148.50 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 29 ACH Enabled: False 10272 Sodium Hydrosulfite - Filter Cleaner/Stain Rem( 359.90 02/28/2022 226-45124-421600 Check Total: 359.90 Vendor: 5914 INNOVATIVE STUCCO INC Check Sequence: 30 ACH Enabled: False 2/22/2022 Relocation Fixed Benefit Payment 40,000.00 02/28/2022 213-46301-461500 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 7 Check Total: 40,000.00 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 31 ACH Enabled: False April 2022 Health Insurance - Union - April 2022 20,175.00 02/28/2022 101-00000-217061 Check Total: 20,175.00 Vendor: 5444 J & G HOLDINGS Check Sequence: 32 ACH Enabled: True 3774 March 2022 cleaning - split Fire & Law Enforcei 560.00 02/28/2022 701-00000-431100 Check Total: 560.00 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 33 ACH Enabled: True 4861 burial Olson 1/26/22 500.00 02/28/2022 215-49010-431150 Check Total: 500.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 34 ACH Enabled: False 1987614 resale- liquor 3,072.25 02/28/2022 609-49750-425100 1987614 freight 42.76 02/28/2022 609-49750-433300 1987615 freight 61.15 02/28/2022 609-49750-433300 1987615 resale - wine n/a 47.95 02/28/2022 609-49750-425400 1987615 resale - wine 1,911.30 02/28/2022 609-49750-425300 1988675 resale - liquor 1,031.00 02/28/2022 609-49750-425100 1988675 freight 13.50 02/28/2022 609-49750-433300 1988676 freight 49.57 02/28/2022 609-49750-433300 1988676 resale- wine 1,935.66 02/28/2022 609-49750-425300 1990864 resale- wine 288.00 02/28/2022 609-49750-425300 1990864 freight 4.95 02/28/2022 609-49750-433300 1991804 freight 65.27 02/28/2022 609-49750-433300 1991804 resale- liquor 4,104.04 02/28/2022 609-49750-425100 1991805 resale- wine 2,092.95 02/28/2022 609-49750-425300 1991805 freight 60.42 02/28/2022 609-49750-433300 1991805 resale- mix 68.00 02/28/2022 609-49750-425400 1992938 freight 54.88 02/28/2022 609-49750-433300 1992938 resale- liquor 2,362.80 02/28/2022 609-49750-425100 1992939 resale- wine 663.50 02/28/2022 609-49750-425300 1992939 freight 21.46 02/28/2022 609-49750-433300 1995095 freight 18.17 02/28/2022 609-49750-433300 1995095 resale- liquor 1,298.71 02/28/2022 609-49750-425100 1995096 resale- wine 908.00 02/28/2022 609-49750-425300 1995096 freight 21.45 02/28/2022 609-49750-433300 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 8 Check Total: 20,197.74 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 35 ACH Enabled: False 156146 freight 28.75 02/28/2022 609-49750-433300 156146 resale - wine 2,523.00 02/28/2022 609-49750-425300 Check Total: 2,551.75 Vendor: 3829 STEVE LANGANKI Check Sequence: 36 ACH Enabled: True 1508 1/24-2/20/2022 service- (10) porta toilet rental 830.75 02/28/2022 101-45201-431901 Check Total: 830.75 Vendor: 5285 LAWSON PRODUCTS, INC. Check Sequence: 37 ACH Enabled: False 9309245241 metric gr. ftg. asst; standard gr. ftg. asst. 175.87 02/28/2022 101-45201-421990 9309245242 (25) stepdown 22-18 to 16-14 AWG 67.09 02/28/2022 101-43127-421990 Check Total: 242.96 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 38 ACH Enabled: True 336037 resale- cigarettes; juice 1,289.52 02/28/2022 609-49750-425500 336037 resale- cigars; tobacco; barware; etc 913.33 02/28/2022 609-49750-425400 336789 resale- cigars; tobacco; barware; etc 482.14 02/28/2022 609-49750-425400 336789 resale- cigarettes; juice 1,544.96 02/28/2022 609-49750-425500 Check Total: 4,229.95 Vendor: 1305 MACQUEEN EQUIPMENT LLC Check Sequence: 39 ACH Enabled: True E00084 Elgin Pelican Street Sweeper - used 2017 150,000.00 02/28/2022 703-00000-165010 W09630 Parts - SnoGo- repair & mntc. to snow blower 6,593.98 02/28/2022 101-43125-440500 W09630 Labor- SnoGo- repair & mntc. 4,573.00 02/28/2022 101-43125-440500 Check Total: 161,166.98 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 40 ACH Enabled: True INV9653853 Microsoft 0365 Contract 2/16/22 - 3/15/22 649.50 02/28/2022 702-00000-431990 Check Total: 649.50 Vendor: 5736 MAVERICK WINE LLC Check Sequence: 41 ACH Enabled: True 723143 freight 1.50 02/28/2022 609-49750-433300 723143 resale- liquor 283.98 02/28/2022 609-49750-425100 723162 resale- liquor 547.96 02/28/2022 609-49750-425100 723162 freight 4.50 02/28/2022 609-49750-433300 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference CM68901 resale- liquor credit inv. 723143 -47.33 02/28/2022 609-49750-425100 Check Total: 790.61 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 42 ACH Enabled: False 636668 Maintenance on Loch Invar Pool Boiler WO# 14 882.83 02/28/2022 226-45126-440100 Check Total: 882.83 Vendor: 2653 MINNESOTA SECRETARY OF STATE - NOTE Check Sequence: 43 ACH Enabled: False 2/15/2022 Notary Commission Renewal (BG) 120.00 02/28/2022 101-41310-431990 Check Total: 120.00 Vendor: 1881 MONTICELLO PUBLIC SCHOOLS Check Sequence: 44 ACH Enabled: False 13430 801 Broadway E. split Xcel bill 50150 w/ ISD 88 103.11 02/28/2022 101-43160-438100 Check Total: 103.11 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 45 ACH Enabled: True Feb 2022 Monthly Allocation - Feb 2022 5,416.67 02/28/2022 101-45175-444310 Check Total: 5,416.67 Vendor: 5160 MOTOROLA SOLUTIONS, INC. Check Sequence: 46 ACH Enabled: False 1187067757 (3) APX6000 700/800 model 2.5 portable radio: 12,288.00 02/28/2022 101-42200-424100 Check Total: 12,288.00 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 47 ACH Enabled: True 1335413-00 service kit- 50 1-147245 w/ breather 833.96 02/28/2022 101-45201-422990 Check Total: 833.96 Vendor: 1913 NEW FRANCE WINE Check Sequence: 48 ACH Enabled: False 184227 freight 15.00 02/28/2022 609-49750-433300 184227 resale - wine 720.00 02/28/2022 609-49750-425300 Check Total: 735.00 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 49 ACH Enabled: False 6992 21TOO 1 - TIF 1-42 Headwaters Apartment Proj - 1,935.00 02/28/2022 213-00000-220110 6993 21TOO 1 - TIF 1-43 Headwaters Apartment Proj - 1,935.00 02/28/2022 213-00000-220110 6994 CET Grant & Long Term Financial Planning 6,090.00 02/28/2022 101-41520-431990 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 10 Check Total: 9,960.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 50 ACH Enabled: True 25677 Technical Assistance - City Projects - Jan 2022 2,433.70 02/28/2022 101-41910-431990 25678 Technical Assistance - Rustech Exp CUP - Jan 21 1,528.00 02/28/2022 101-41910-431990 25679 Technical Assistance - Meetings - Jan 2022 150.00 02/28/2022 101-41910-431990 Check Total: 4,111.70 Vendor: 1775 NORTHWESTERN POWER EQUIPMENT CO Check Sequence: 51 ACH Enabled: False 220027DJ parts for Cla-Val rebuild well#1- disc. retainer p/ 1,932.11 02/28/2022 601-49440-422990 Check Total: 1,932.11 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 52 ACH Enabled: True 62232 replace ballast & tested for power & fuse at pole 481.15 02/28/2022 101-43160-440990 62273 replace ballast on Hwy 25/3rd St. 546.15 02/28/2022 101-43160-440990 Check Total: 1,027.30 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 53 ACH Enabled: True 8508492 249 CF oxygen; enduro-flex disc.; (2) flint strike 224.01 02/28/2022 101-43127-421990 8508518 150 CF acetylene: 5 year Ace 150 270.70 02/28/2022 101-43127-421990 Check Total: 494.71 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 54 ACH Enabled: True 926662 Food for Concession Resale @ MCC 722.18 02/28/2022 226-45125-425410 940699 Food for Concession Resale @ MCC 740.55 02/28/2022 226-45125-425410 Check Total: 1,462.73 Vendor: 2783 PERMITWORKS LLC Check Sequence: 55 ACH Enabled: True 2022-0025 2022 Permit & Inspections Software Support Pla 1,495.00 02/28/2022 702-00000-431900 Check Total: 1,495.00 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 56 ACH Enabled: False 6345964 freight 49.50 02/28/2022 609-49750-433300 6345964 resale- liquor 2,118.25 02/28/2022 609-49750-425100 6345965 freight 4.95 02/28/2022 609-49750-433300 6346898 freight 51.38 02/28/2022 609-49750-433300 6346898 resale- liquor 3,411.91 02/28/2022 609-49750-425100 6346899 resale- wine 2,415.02 02/28/2022 609-49750-425300 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 6346899 freight 70.94 02/28/2022 609-49750-433300 6346899 resale- mix 122.50 02/28/2022 609-49750-425400 6346899 resale -juice 50.28 02/28/2022 609-49750-425500 6349265 freight 24.77 02/28/2022 609-49750-433300 6349265 resale- liquor 1,307.75 02/28/2022 609-49750-425100 6350196 resale -liquor 781.15 02/28/2022 609-49750-425100 6350196 freight 11.54 02/28/2022 609-49750-433300 6350197 freight 16.51 02/28/2022 609-49750-433300 6350197 resale- mix 100.00 02/28/2022 609-49750-425400 6350197 resale- wine 348.50 02/28/2022 609-49750-425300 6351944 resale- wine 492.50 02/28/2022 609-49750-425300 6351944 freight 13.20 02/28/2022 609-49750-433300 Check Total: 11,390.65 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 57 ACH Enabled: True A41550 Install Single Cylinder Deadbolt - Conference Ri 373.00 02/28/2022 701-00000-440100 Check Total: 373.00 Vendor: 5523 RUSTECH BREWING COMPANY, LLC Check Sequence: 58 ACH Enabled: True 1093 resale - beer 310.00 02/28/2022 609-49750-425200 Check Total: 310.00 Vendor: 5211 RANDI ANN SMELSER Check Sequence: 59 ACH Enabled: True Feb 2nd Semi Monthly Contract Payment 1,622.25 02/28/2022 101-42700-431200 Check Total: 1,622.25 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 60 ACH Enabled: False 2177514 resale- liquor 1,705.10 02/28/2022 609-49750-425100 2177514 freight 22.40 02/28/2022 609-49750-433300 2177515 freight 43.40 02/28/2022 609-49750-433300 2177515 resale - wine 2,297.76 02/28/2022 609-49750-425300 2180159 resale - liquor 1,875.56 02/28/2022 609-49750-425100 2180159 freight 21.93 02/28/2022 609-49750-433300 2180160 freight 30.80 02/28/2022 609-49750-433300 2180160 resale- wine 1,310.08 02/28/2022 609-49750-425300 Check Total: 7,307.03 Vendor: 4513 AARON STAEHNKE Check Sequence: 61 ACH Enabled: True 2/14/2022 Farmers Market Token Collection Log - 2/12/22 44.00 02/28/2022 226-45127-431992 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 12 Check Total: 44.00 Vendor: 5913 STEINER CONSTRUCTION Check Sequence: 62 ACH Enabled: False 2/16/22 refund water use permit- Deposit $850 - $454.88 -31.93 02/28/2022 601-00000-208100 2/16/22 refund water use permit- Deposit $850 - $454.88 850.00 02/28/2022 601-00000-220111 2/16/22 refund water use permit- Deposit $850 - $454.88 -422.95 02/28/2022 601-49440-371120 Check Total: 395.12 Vendor: 1518 TDS TELECOM Check Sequence: 63 ACH Enabled: True 763-271-3257 TDS 100.24 02/28/2022 702-00000-432100 763-295-0078 TDS - Fire 228.96 02/28/2022 702-00000-432100 763-295-0338 TDS 66.07 02/28/2022 702-00000-432100 763-295-2005 TDS 20.13 02/28/2022 702-00000-432100 763-295-3714 TDS- Reservoir 343.36 02/28/2022 702-00000-432100 Check Total: 758.76 Vendor: 5422 TERMINIX INTERNATIONAL COMPANY LI Check Sequence: 64 ACH Enabled: False 180357 Pest Control - DMV 57.00 02/28/2022 701-00000-431990 180367 Pest Control - MCC 88.25 02/28/2022 701-00000-431990 180368 Pest Control - Facility Mgmt 41.50 02/28/2022 701-00000-431990 180369 Pest Control - Library 57.00 02/28/2022 701-00000-431990 180370 Pest Control - Hi Way Liquor 66.47 02/28/2022 701-00000-431990 Check Total: 310.22 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 65 ACH Enabled: False 1009601 freight 75.96 02/28/2022 609-49750-433300 1009601 resale- glasses; bottle holders; etc 1,038.42 02/28/2022 609-49750-425400 1009601 resale- condiments 46.68 02/28/2022 609-49750-425500 144951 CM resale - condiment credit inv. 1009601 -126.00 02/28/2022 609-49750-425500 Check Total: 1,035.06 Vendor: 1188 TWAIT WINES, INC Check Sequence: 66 ACH Enabled: False 4581 resale- wine 264.00 02/28/2022 609-49750-425300 Check Total: 264.00 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: Check Sequence: 67 ACH Enabled: True 9000018299 March 2022 - WWTP Operations & Maintenance 63,809.50 02/28/2022 602-49480-430800 AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 13 Check Total: 63,809.50 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 68 ACH Enabled: True 2866302 resale- soda pop 891.80 02/28/2022 609-49750-425400 Check Total: 891.80 Vendor: 1684 VINOCOPIA Check Sequence: 69 ACH Enabled: True 297629 freight 1.50 02/28/2022 609-49750-433300 297629 resale- wine 96.00 02/28/2022 609-49750-425300 298175 resale- wine 160.00 02/28/2022 609-49750-425300 Check Total: 257.50 Vendor: 4697 VISU-SEWER, INC. Check Sequence: 70 ACH Enabled: False Pay App #1 21 C006 - 2021 Sanitary Sewer Lining - Pay App 93,177.66 02/28/2022 602-00000-165010 Check Total: 93,177.66 Vendor: 3258 WESTMOR FLUID SOLUTIONS, LLC Check Sequence: 71 ACH Enabled: False 1796792 RI fuel management system 12,556.22 02/28/2022 101-43127-421990 Check Total: 12,556.22 Vendor: 1572 THE WINE COMPANY Check Sequence: 72 ACH Enabled: True 139590 resale- liquor credit Akashi Whisky 6/750 -106.00 12/31/2021 609-49750-425100 143523 freight credit inv. 141708 -11.60 12/31/2021 609-49750-433300 175037 freight credit Bianchi New Age White inv. #174 -1.65 12/31/2021 609-49750-433300 175037 resale- wine credit Bianchi New Age White -72.00 12/31/2021 609-49750-425300 195904 resale- liquor 91.67 02/28/2022 609-49750-425100 195904 freight 2.10 02/28/2022 609-49750-433300 196361 freight 18.15 02/28/2022 609-49750-433300 196361 resale- wine 1,502.00 02/28/2022 609-49750-425300 196361 resale -liquor 232.00 02/28/2022 609-49750-425100 Check Total: 1,654.67 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 73 ACH Enabled: False 7367993 resale- wine 740.00 02/28/2022 609-49750-425300 7367993 freight 13.20 02/28/2022 609-49750-433300 Check Total: 753.20 Vendor: 1206 WINEBOW INC. Check Sequence: 74 ACH Enabled: True AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference MN00108450 freight MN00108450 resale- liquor 280.50 Check Total: Vendor: 1589 ZIEGLER CAT SI000136263 booster pumpstation generator - diagnose & repa Check Total: Total for Check Run: Total of Number of Checks: 4.50 02/28/2022 609-49750-433300 276.00 02/28/2022 609-49750-425100 280.50 Check Sequence: 75 1.279.78 02/28/2022 601-49440-440440 1,279.78 876,364.83 75 ACH Enabled: False The preceding list of bills payable was reviewed and approved for payment. Date: 2/28/2022 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (02/23/2022 - 11:19 AM) Page 14 City Council Agenda: 2/28/2022 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resources Manager 02/28/2022 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve new hires and departures for city departments. REFERENCE AND BACKGROUND The Council is asked to ratify the attached list of new hires and departures for the City. This listing includes full-time, part-time, seasonal, and temporary employees. The listing may also include status changes and promotions. Budget Impact: Positions are generally included in the budget. II. Staff Workload Impact: If new position, there may be some training involved. If terminated position, existing staff will cover hours as needed, until replacement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of new hires and departures as identified on the attached list. SUPPORTING DATA • List of new hires and terminated employees. Name Sam Brown Name Heather Doran Jodi Galvin NEW EMPLOYEES Title Slide Attendant Voluntary Voluntary Department MCC TERMINATING EMPLOYEES Reason New Hire and Terms City Council 2022: 2/22/2022 Hire Date 2/23/22 Department Last Day Worked MCC 2/22/22 Class PT Class PT MCC 2/28/22 FT City Council Agenda: 2/28/2022 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ❑ Regular Agenda Item N/A 2/28/2022 ® Consent Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 2/28/2022 2D. Consideration of adopting Resolution 2022-16 accepting donation of hats with a value of $550 from Ausco Design & Marketing for the FatBikeFest event Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 2/28/2022 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-16 accepting the donation of hats for the FatBikeFest event. REFERENCE AND BACKGROUND The City Council is asked to accept hats with a value of $550 from Ausco Design Marketing for the FatBikeFest event held on February 12, 2022. As required by state statute, if the City accepts the donation of funds, the City Council is required to adopt a resolution specifying the amount of the donation and its use. Budget Impact: The donations were used at the FatBikeFest as specified above. II. Staff Workload Impact: N/A. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-16 accepting the donation. SUPPORTING DATA • Resolution 2022-16 CITY OF MONTICELLO RESOLUTION NO. 2022-16 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Ausco Design & Marketing Hats $550 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE/AMOUNT Ausco Design & Marketing FatBikeFest/$550 Adopted by the City Council of Monticello this 28th day of February, 2022. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk CITY OF MONTICELLO WRIGHT COUNCTY, MINNESOTA RESOLUTION NO. 2022-17 RESOLUTION ACCEPTING GRANT FUNDING FROM THE CENTRAL MINNESOTA ARTS BOARD IN THE AMOUNT OF $8,000 WHEREAS, The City of Monticello applied for a grant from the Central Minnesota Arts Board for $8,000 for MonticellGLOW parade and related activities; and WHEREAS, The City of Monticello was notified by the Central Minnesota Arts Board that the City received an award of $8,800 for the MonticellGLOW parade and related activities; and WHEREAS, the City of Monticello received 80% of the grant in the amount of $6,600 with remainder being paid on completion; and WHEREAS, there is no local match for the grant. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: That the City Council authorizes accepting grant funding of $8,800 from Central Minnesota Arts Board. Adopted by the Monticello City Council this 28th day of February, 2022. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 2/28/2022 2E. Consideration of approving Resolution 2022-17 accepting $8,000 from the Central Minnesota Arts Board for the MonticellGLOW parade related activities Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 2/28/2022 ® Consent Agenda Item Reviewed by: Approved by: MontiArts Consultant City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-17 accepting $8,000 from the Central Minnesota Arts Board for the MonticellGLOW parade related activities. REFERENCE AND BACKGROUND As required by state statute, if the City accepts a grant, the City Council needs to adopt a resolution specifying the amount of the grant and its use. MontiArts was awarded an $8,000 grant from CMAB for activities related to the MonticellGLOW parade. Artist Joel Sisson was hired to lead workshops building glow art to be used in the parade and at future community events. Mr. Sisson will also include two of his own large pieces of glow art in the parade. Some of the grant funding will be allocated for an additional artist to join the parade, a photographer to cover the event, and the development of a video. There is no local match for this grant. STAFF RECOMMENDED ACTION City staff recommends approval of the resolution accepting the grant. SUPPORTING DATA • Resolution 2022-17 CITY OF MONTICELLO WRIGHT COUNCTY, MINNESOTA RESOLUTION NO. 2022-17 RESOLUTION ACCEPTING GRANT FUNDING FROM THE CENTRAL MINNESOTA ARTS BOARD IN THE AMOUNT OF $8,000 WHEREAS, The City of Monticello applied for a grant from the Central Minnesota Arts Board for $8,000 for MonticellGLOW parade and related activities; and WHEREAS, The City of Monticello was notified by the Central Minnesota Arts Board that the City received an award of $8,000 for the MonticellGLOW parade and related activities; and WHEREAS, the City of Monticello received 80% of the grant in the amount of $6,400 with remainder being paid on completion; and WHEREAS, there is no local match for the grant. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: That the City Council authorizes accepting grant funding of $8,000 from Central Minnesota Arts Board. Adopted by the Monticello City Council this 281h day of February, 2022. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 02/28/2022 2F. Consideration of approving application from Church of St. Henry for a charitable gambling permit for bingo at Little Mountain Elementary on May 15, 2022 Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 02/28/2022 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approval the charitable gambling application submitted by Church of St. Henry. REFERENCE AND BACKGROUND The Church of St Henry is requesting approval of a charitable gambling permit for quilt bingo at Little Mountain Elementary on May 15, 2022. To receive a permit from the State, the city must approve the gambling permit application. In the past the city has not opposed these exempt gambling license applications for charitable events. Budget Impact: N/A. II. Staff Workload Impact: Minimal administrative time. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the charitable gambling permit. SUPPORTING DATA • Application MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit 11/17 Page 1 of 2 An exempt permit may be issued to a nonprofit Application Fee (non-refundable) organization that: Applications are processed in the order received. If the application conducts lawful gambling on five or fewer days, and is postmarked or received 30 days or more before the event, the awards less than $50,000 in prizes during a calendar application fee is $100; otherwise the fee is $150. year. If total raffle prize value for the calendar year will be Due to the high volume of exempt applications, payment of $1,500 or less, contact the Licensing Specialist assigned to additional fees prior to 30 days before your event will not expedite your county by calling 651-539-1900. service, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organization Previous Gambling Name: Church of St Henry, Monticello Permit Number: X-86019-21-017 Minnesota Tax ID Federal Employer ID Number, if any: 8507537 Number (FEIN), if any: 41-0764106 Mailing Address: 1001 E 7th St City: Monticello State: MN Zip: 55362 County: Wright Name of Chief Executive Officer (CEO): Rev. Patrick Barnes CEO Daytime Phone: 763-295-2402 CEO Email: frbarnes@sthenrycatholic.com (permit will be emailed to this email address unless otherwise indicated below) Email permit to (if other than the CEO): ddupay@sthenrycatholic.com NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal 0 Religious Veterans Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) ❑✓ A current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 IRS income tax exemption (501(c)) letter in your organization's name F-1 Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. F-1 IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling; and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted (for raffles, list the site where the drawing will take place): Little Mountain Elementary Physical Address (do not use P.O. box): 9350 Fallon Av Check one: M City: Monticello Zip: 55362 County: Wright ❑ Township: Zip: County: Date(s) of activity (for raffles, indicate the date of the drawing): May 15th 2022 Check each type of gambling activity that your organization will conduct: 0 Bingo E_] Paddlewheels a Pull -Tabs = Tipboards Raffle Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo ball selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.gov/gcb and click on Distributors under the List of Licensees tab, or call 651-539-1900. LG220 Application for Exempt Permit 11/17 Page 2 of 2 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises located within city limits located in a township The application is acknowledged with no waiting period. he application is acknowledged with no waiting period. The application is acknowledged with a 30 -day waiting he application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days period, and allows the Board to issue a permit after (60 days for a 1st class city). FIThe application is denied. 30 days. Dhe application is denied. the permit, all information provided will become order; other individuals and agencies specifically Print City Name: Print County Name: Signature of City Personnel: Signature of County Personnel: Title: Date: Title: Date: information, the Board may not be able to TOWNSHIP (if required by the county) which law or legal order authorizes a new use or On behalf of the township, I acknowledge that the organization address which will remain public. Private data is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or The city or county must sign before about your organization are available to Board deny an application, per Minn. Statutes, section 349.213.) submitting application to the members, Board staff whose work requires Gambling Control Board. Print Township Name: access to the information; Minnesota's Depart - Signature of Township Officer: This form will be made Title: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this application is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned to the Board within 30 days of the event date. Chief Executive Officer's Signature: Date: (Signature must be CEO's signature; designee may not sign) Print Name: REQUIREMENTS MAIL APPLICATION AND ATTACHMENTS Complete a separate application for: Mail application with: • all gambling conducted on two or more consecutive days; or a copy of your proof of nonprofit status; and • all gambling conducted on one day. application fee (non-refundable). If the application is Only one application is required if one or more raffle drawings are postmarked or received 30 days or more before the event, conducted on the same day. the application fee is $100; otherwise the fee is $150. Financial report to be completed within 30 days after the Make check payable to State of Minnesota. gambling activity is done: To: Minnesota Gambling Control Board A financial report form will be mailed with your permit. Complete 1711 West County Road B. Suite 300 South and return the financial report form to the Gambling Control Roseville, MN 55113 Board. Questions? Your organization must keep all exempt records and reports for Call the Licensing Section of the Gambling Control Board at 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). 651-539-1900. Data privacy notice: The information requested application. Your organization's name and ment of Public Safety; Attorney General; on this form (and any attachments) will be used address will be public information when received Commissioners of Administration, Minnesota by the Gambling Control Board (Board) to by the Board. All other information provided will Management & Budget, and Revenue; Legislative determine your organization's qualifications to be private data about your organization until the Auditor, national and international gambling be involved in lawful gambling activities in Board issues the permit. When the Board issues regulatory agencies; anyone pursuant to court Minnesota. Your organization has the right to the permit, all information provided will become order; other individuals and agencies specifically refuse to supply the information; however, if public. If the Board does not issue a permit, all authorized by state or federal law to have access your organization refuses to supply this information provided remains private, with the to the information; individuals and agencies for information, the Board may not be able to exception of your organization's name and which law or legal order authorizes a new use or determine your organization's qualifications and, address which will remain public. Private data sharing of information after this notice was as a consequence, may refuse to issue a permit. about your organization are available to Board given; and anyone with your written consent. If your organization supplies the information members, Board staff whose work requires requested, the Board will be able to process the access to the information; Minnesota's Depart - This form will be made available in alternative format (i.e. large print, braille) upon request. An equal opportunity employer City Council Agenda: 2/28/2022 2G. Consideration of approving monthly stipend adjustments for Fire Department officers. Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resources Manager 02/28/2022 ® Consent Agenda Item Reviewed by: Approved by: Finance Director, Fire Chief City Administrator ACTION REQUESTED Motion to approve monthly stipend adjustments for Fire Department officers. REFERENCE AND BACKGROUND Under the current fire department pay structure, fire department personnel are paid $13.50 per hour for training, attending meetings, and responding to fire calls. The fire department also elects officers to fill additional roles within the department. Each officer position has a unique job description and set of responsibilities, including overseeing a team of firefighters. These responsibilities require an additional time commitment above and beyond general firefighter duties. As a result, they are compensated via a monthly stipend for the officer work performed. The current stipend amounts have not been reviewed in several years. Following a review of the responsibilities and officer stipends in surrounding communities, staff recommends the stipends be adjusted by the amounts noted below. Position Current Stipend Recommended Stipend Notes Fire Chief $500 $650 Asst. Chief $100 $325 Assuming training officer duties Captains 1 & 2 (formerly Lieutenants) $50 $100 All Captains now paid equally; Leading a team of firefighters Captains 3 & 4 $66.67 $100 Secretary $316.67 $320 Assistant Secretary $100 $0 Position no longer needed City Council Agenda: 2/28/2022 Moving forward, staff plans to review firefighter pay rates and officer stipends on an annual basis to ensure the pay is comparable to surrounding communities and stipends are appropriately compensating the officers for their work. Budget Impact: This is a budgeted item for 2022. The estimated increase in cost is $445 per month or $5,340 per year. II. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION The Personnel Committee reviewed the request at their February meeting. Both staff and the Personnel Committee recommend approving the stipend adjustments for the Fire Department officers. SUPPORTING DATA N/A City Council Agenda: 2/28/2022 2H. Consideration of adopting Resolution 2022-18 approving 2022 Fire Department Officers. Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resources Manager 02/28/2022 ® Consent Agenda Item Reviewed by: Approved by: City Clerk City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-18 approving 2022 Fire Department Officers. REFERENCE AND BACKGROUND The Fire Department annually elects members to serve as officers and secretary during the year. The officers include a chief, an assistant chief, and four captains. Each position has a unique job description and associated stipend for the work performed. The resolution proposed for approval lists the member names and their associated positions for 2022. I. Budget Impact: This is a budgeted item for 2022. II. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends approving Resolution 2022-18 approving the Fire Department Officers for 2022. SUPPORTING DATA • Resolution 2022-18 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-18 RESOLUTION DESIGNATING THE 2022 ELECTED OFFICERS OF THE MONTICELLO FIRE DEPARTMENT WHEREAS, each given year the City Council will approve the designation of Monticello Fire Department officers. BE IT RESOLVED by the City Council of Monticello, Minnesota, that the following elected officials are hereby appointed to serve as: Mike Mossey, Fire Chief Jake Olinger, Assistant Fire Chief Scott Gearey, Captain 1 Shawn Leach, Captain 2 Jarrid Schienbein, Captain 3 Dustin Craig, Captain 4 Trevor Mack, Secretary ADOPTED BYthe Monticello City Council this 281h day of February, 2022. ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO Lloyd Hilgart, Mayor City Council Agenda: 2/28/22 21. Consideration of approving a contract between the Monticello Fire Department and the Minnesota Department of Natural Resources Prepared by: Meeting Date: ❑ Regular Agenda Item Fire Chief 2/28/2022 ❑x Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve a Fire Department contract. REFERENCE AND BACKGROUND The Fire Department Cooperate Agreement Rate Schedule confirms the billing rates for mutual aid assistance between the Minnesota Department of Natural Resources and the Monticello Fire Department. The agreement is renewed annually, and City Council is asked to approve the 2022 renewal. There have been no changes for rates or equipment since last year on this contract. The Fire Department verified the billing rates in the contract are consistent with the current Wright County Mutual Aid Agreement billing rates since that is what the Finance Department currently uses for billing calls for service. Budget Impact: None. Charges for service are consistent with our Mutual Aid billing schedule. II. Staff Workload Impact: None. III. Comprehensive Plan Impact N/A STAFF RECOMMENDED ACTION City staff recommends approval of the contract between Monticello Fire Department and the Minnesota Department of Natural Resources. SUPPORTING DATA A. Signed Contract B. Letter from DNR representative �IDEPARTMENT OF NATURAL RESOURCES NA -01966-07 Monticello Fire Department Cooperative Agreement Rate Schedule 1-4-2022 ITEM DESCRIPTION NUMBER WORK RATE * STANDBY RATE OF PERSONNEL (include NWCG type, make, model, year, serial number and special fit/ features, such as 4X4, CAF or foam proportioners) E UIPMENT a. rate b. per unit a. rate* b. unit (includes (hour, etc.) (hour, etc.) personnel) a. Utility 6, Grass Truck, Chevy 3/4 ton, 2004, 250 gallons Serial #: 2 $85.00 Hour $42.50 Hour Options: 4x4 b. Utility 1, Ford F350, 2006, 300 gallons Serial #: 5 $85.00 Hour $42.50 Hour tions: c. ATV, Polaris Ranger, 60 gallons Serial #: 2 $50.00 Hour $25.00 Hour Options: 4x4 d. Water Tender T-300, 3000 gallons Serial #: 2 $200.00 Hour $100.00 Hour Options: e. Engine 1, Class A pumper, 1000 gallons Serial #: 6 $275.00 Hour $137.50 Hour Options: 1500 GPM pump, Class A Foam f. Engine 4, Class A Pumper, 1000 gallons Serial #: 5 $275.00 Hour $137.50 Hour Options: 1500 GPM pump, 30 gallons Class A Foam g. Tender/Pumper, Freightliner M2, 2014, 3000 gallons Serial #: 2 $275.00 Hour $137.50 Hour Options: 750 GPM pump (T7) Per hour per Per hour per h. Additional requested firefighters Each $15.00 firefighter $7.50 firefighter *Standby rates shall be equal to %2 of the work rate, and shall apply only if equipment and personnel are ordered by the DNR to be staged and available for immediate action. *Line items descriptions with an identified rate will be entered for any overhead positions. Individual positions when requested and filled, will be reimbursed at the wage rate of the resource (if applicable), or the firefighter pay level of the position as listed in the MN DNR Fire Business Manual. Special Rates: a. Run charge of $500.00 per Run, for up to 2 hour response. After two hours, equipment or personnel requested by the DNR will be charged at the rates in the above Rate Schedule. The above rates have been agreed upon by: Monticello Fire.Department Little Falls DNR Area /s/ Area Forester Date: /s/ Z-& . _' Date: Fire Chief /s/ Date: Regional Forest Manager (if required) Fire Department Cooperative Agreement Rate Schedule 1 DEPARTMENT OF NATURAL RESOURCES Division of Forestry, Little Falls Area 16543 Haven Road Little Falls, MN 56345 February 1, 2022 Dear Fire Chief, We are once again updating our Cooperative Fire Protection Agreements. Please check over the equipment list and prices for your department. Please fill out all portions of the agreement. If you have any changes in equipment, rates, etc., mark them on the form. If there are major changes we will prepare a new agreement and send it back to you for your signature. If there are no changes, please hand -write "no changes for 2022", sign and date. Please return these agreements back to the forestry office by March 15, 2022. This will allow us the time needed to get you copies back before spring fire season. There are also a couple of points of the agreement that I would like to point out to help clear up confusion and to help streamline billing. First, the DNR must be notified within 24 hours of your department's run on a wildfire. This action can be as simple as having dispatch call our duty officer. Second, all billings to the DNR must be made within 30 days of the actual run. If you have any questions or comments about this agreement, please feel free to contact me at 320-232-1077. Sincerely, C -a John Korzeniowski Area Forest Supervisor Little Falls Forestry Area City Council Agenda: 02/28/2022 21. Consideration to adopt Resolution 2022-22 approving the Final Plat and Development Agreement for Deephaven 3, a commercial plat in the B-4 Regional Business District and Conditional Use Permit for cross access between Lot 1. Block 1 Deeahaven and Lot 1, Block 1 Deephaven 3. Applicant: Deephaven Development, LLC Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 2/28/22 0 Consent Agenda Item Reviewed by: Approved by: Consulting City Planner, Project City Administrator Engineer ACTION REQUESTED Motion to adopt Resolution 2022-22 approving the Final Plat and Development Agreement for Deephaven 3, a commercial plat in the B-4 Regional Business District, subject to the conditions in Exhibit Z. Motion to adopt Resolution 2022-26 approving a Conditional Use Permit for cross access between Lot 1, Block 1 Deephaven and Lot 1, Block 1 Deephaven 3, contingent on execution of an access agreement between the two parcels, subject to the conditions in Exhibit Z, based on findings in Resolution PC -2022-02. REFERENCE AND BACKGROUND Property: Legal Description (current): Outlot A, Deephaven 2 PID: 155-258-000020 Cross Access includes Lot 1, Block 1, Deephaven Planning Case Number: 2021-045 Request(s): The applicants seek to subdivide the subject property into four buildable parcels for future commercial development. A CUP for cross access is requested to provide lot access to three of the proposed parcels. Deadline for Decision: February 6, 2022 (60 -day deadline) April 7, 2022 (120 -day deadline) Land Use Designation: Commercial and Residential Flex Zoning Designation: B-4, Regional Business District City Council Agenda: 02/28/2022 The purpose of the "B-4" Regional Business District is to provide for the establishment of commercial and service activities which draw from and serve customers from the entire community or region. Overlays/Environmental Regulations Applicable: Freeway Bonus Sign Overlay District Current Site Use: Vacant Surrounding Land Uses: North: Commercial (Super 8 and Best Western) East: Commercial (Pro Tech Restoration) South: Commercial and Multi -Family Residential West: Commercial Retail Project Description: The applicants seek to subdivide the subject 6.97 -acre property into four commercial lots ranging in size from 2.2 to 2.4 acres. Future commercial uses on the platted lots will be limited to those permitted in the applicable B-4 Zoning District. Those requiring a conditional use permit will require additional application and review. It is noted that the City is considering zoning amendments relating to The Pointes at this time, which may result in a change in use and process for uses within the plat. A conditional use permit for a shared access configuration proposed between Lots 1, 2 and 3, Block 1 of the plat was previously approved by the City Council. Based on the revised plat and access plans provided for the Final Plat consideration, a cross easement for access will also be required over Lot 1, Block 1, Deephaven for Lot 4, Block 1, Deephaven 3. The applicants have submitted a petition for vacation of the temporary trail easement, to be replaced by a permanent easement, which will be considered as part of a separate public hearing on February 28, 2022. ANALYSIS: Access. The conditions approved at preliminary plat requiring the various shared and cross easements necessary for the plat remain applicable and are listed in Exhibit Z. 2 City Council Agenda: 02/28/2022 The plat is bordered on the north, east and west by public roadways. As shown on the revised Preliminary Plat and Access exhibit, access to Lot 1 will be provided via two existing access points along Cedar Street, one of which is shared with Lots 2 and 3 to the north. The City Council previously approved a conditional use permit for the cross -easement for this shared condition. The revised Preliminary Plat and Access exhibit continues illustrate a centrally located curb cut along Chelsea Road (to access Lot 3). The revised plans also illustrate an access along Edmonson Avenue (to access Lot 4) partially located on Lot 1, Block 1, Deephaven. A cross access easement will be required for this access point. Based on the site plan configuration, the access is intended only to serve Lot 4, Block 1, Deephaven 3 and will not be a shared access with Lot 1, Block 1, Deephaven. Lot access issues should be subject to further comment and recommendation by the City Engineer. The City Engineer's office has verified that the plat reflects adequate right of way for the proposed roundabout at Chelsea Road and Edmonson Avenue. Lot Sizes. In the B-4 zoning district, lots have no minimum width or square footage standards. Therefore, the proposed lots of the revised preliminary and final plat continue to meet requirements. Parks/Open Space. The subject property lies within the boundaries of the Pointes at Cedar Small Area Plan. One of the objectives of the Small Area Plan is the creation of a "gateway plaza" in the southeast corner of the Cedar Street/Chelsea Road intersection (see conceptual illustration below). A 50 -foot by 50 -foot outlot was reserved from the original plat for this purpose. Gateway Plaza � f ..rr7 The revised Preliminary/Final Plats continue to illustrate the 2,500 square foot outlot (Outlot A of Deephaven) to accommodate the future plaza. 3 City Council Agenda: 02/28/2022 Pedestrian connections to the plaza area are proposed along the northerly boundary of the proposed Lot 1, Block 1 to Cedar Street and along the west boundary of Lot 1, Block 1, Deephaven. The vacation of the existing temporary blanket easement for public pathway and trail purposes is proposed as a separate item on the February 28, 2022 Council agenda and is contingent on establishment of the noted permanent pathway easement. A revised site plan illustrating the trail alignment is required. Grading, Drainage and Utility Easements. As shown on the revised Preliminary/Final Plat drawing, a 20 -foot -wide drainage easement intersects proposed Lot 3, Block 3 and ultimately connects to a storm pond located within the abutting parcel to the south. The City Engineer has reviewed the revised plans, please see attached comment letter. Grading plans for each lot will be reviewed at the time of development for each lot. Development Agreement A development agreement for the proposed subdivision has been prepared and is included for approval. The purpose of the subdivision plat is to create four commercial lots but does not currently include development plans for the individual lots. As such, a separate and individual development agreement would be required prior to development of each individual lot. The development agreement for each lot would provide for the applicable individual escrow, fee and security requirements. For the Deephaven 3 commercial subdivision, a security required is for lot monumentation. In addition, the development agreement notes that changes in land use and zoning will apply to the lots and development within the plat in recognition of the potential zoning amendments related to The Pointes. STAFF RECOMMENDED ACTION Based on the preceding review, City Staff recommends approval of the Deephaven 3 Final Plat and Development Agreement and the Conditional Use Permit for cross access for the proposed Lot 4, Block 1, Deephaven 3, as proposed by the applicant, subject to the conditions listed in Exhibit Z. SUPPORTING DATA A. Resolution No. 2022-22, Final Plat and Development Agreement B. Resolution No. 2022-26, Conditional Use Permit for Cross Access C. Resolution PC -2022-02 D. Aerial Image E. Applicant Narrative F. Existing Conditions 4 City Council Agenda: 02/28/2022 G. Revised Preliminary Plat H. Revised Final Plat I. Revised Access Points J. Site Plan, Deephaven Multi -Family K. Development Agreement, Draft L. Comments from Engineering Department, February 23, 2022 M. Draft, Permanent Easement for Public Pathway Z. Conditions of Approval EXHIBIT Z Final Plat of Deephaven 3 and Conditional Use Permit for Shared Access 1. Evidence (or updated easement language) is provided for the required shared and cross access easement corresponding to the proposed access from Cedar Street and Chelsea Road and an agreement is provided for the cross access along Edmonson Avenue. 2. Easement provisions are made for the required pedestrian connections from the plaza outlot to the public and residential areas as required by the Pointes at Cedar Small Area Plan. 3. Lot access issues shall be subject to comment and recommendation by the City Engineer. 4. Compliance with the comments of the City Engineer dated December 17, 2021 and February 23, 2022, including those related to the necessary right of way for intersection improvements. 5. Execution and recording of the development agreement for Deephaven 3. 6. A separate and individual development agreement with accompanying fees and securities is required prior to development of each individual lot. 7. Verification of cross easement for stormwater purposes satisfactory to the City Engineer. 8. Execution of a stormwater maintenance agreement satisfactory to the City Engineer. 9. Considerations of other Staff and the City Council. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-22 APPROVING A FINAL PLAT AND DEVELOPMENT CONTRACT FOR DEEPHAVEN 3 WHEREAS, Buchholz Construction has requested platting of a commercial property, with a Conditional Use Permit to allow cross access between Deephaven (a residential project), and Deephaven Third Addition (4 commercial lots), and cross parking between the commercial parcels; and WHEREAS, the proposed Plat, along with the companion Conditional Use Permit, are consistent with the long-term use and development of the property for commercial uses; and WHEREAS, the plat will comply with the required policies and requirements of the Subdivision Ordinance, contingent on conditions noted in this resolution and upcoming Final Plat review comments; and WHEREAS, the Planning Commission held a public hearing on January 4th, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, on January 4, 2022, the Planning Commission recommended approval of the preliminary plat of Deephaven 3 following the public hearing and consideration; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the B-4, Regional Business District, as well as the PUD District affecting the residential areas in the project. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed shared access meets the intent and requirements of the applicable zoning regulations, pursuant to the conditions attached to the Conditional Use Permit. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-22 5. The proposed cross access is not anticipated to negatively impact surrounding commercial properties, and instead may encourage future commercial development in the lots of Deephaven 3. 6. Approval of the CUP for cross access will not result in the need for additional road or utility infrastructure and should not otherwise negatively impact the health or safety of the community. 7. Parking will be adequate based on the available and future off-street parking on the property and enhanced by the shared parking allowances. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Final Plat for Deephaven 3, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Evidence (or updated easement language) is provided for the required shared and cross access easement corresponding to the proposed access from Cedar Street and Chelsea Road and an agreement is provided for the cross access along Edmonson Avenue. 2. Easement provisions are made for the required pedestrian connections from the plaza outlot to the public and residential areas as required by the Pointes at Cedar Small Area Plan. 3. Lot access issues shall be subject to comment and recommendation by the City Engineer. 4. Compliance with the comments of the City Engineer dated December 17, 2021 and February 23, 2022, including those related to the necessary right of way for intersection improvements. 5. Execution and recording of the development agreement for Deephaven 3. 6. A separate and individual development agreement with accompanying fees and securities is required prior to development of each individual lot. 7. Verification of cross easement for stormwater purposes satisfactory to the City Engineer. 8. Execution of a stormwater maintenance agreement satisfactory to the City Engineer. 9. Considerations of other Staff and the City Council. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract for "Deephaven 3" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-22 ADOPTED this 281h day of February 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL By: Lloyd Hilgart, Mayor 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-26 APPROVING A CONDITIONAL USE PERMIT FOR CROSS ACCESS FOR LOT 1, BLOCK 1 DEEPAHVEN AND LOT 4, BLOCK 1, DEEPHAVEN 3 WHEREAS, Buchholz Construction has requested platting of a commercial property, with a Conditional Use Permit to allow cross access between Deephaven (a residential project), and Deephaven Third Addition (a commercial lot); and WHEREAS, the cross access between the subject property is required to facilitate internal vehicle circulation for businesses in the area without traffic demand on the public streets; and WHEREAS, the cross parking facilitates joint parking uses between the commercial portions of the development area; and WHEREAS, the Planning Commission has reviewed the application for Condition Use Permit pursuant to the regulations of the Monticello Zoning Ordinance; and WHEREAS, the Planning Commission held a public hearing on January 4, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the B-4, Regional Business District, as well as the PUD District affecting the residential areas in the project. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed shared access meets the intent and requirements of the applicable zoning regulations, pursuant to the conditions attached to the Conditional Use Permit. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-26 5. The proposed cross access is not anticipated to negatively impact surrounding commercial properties, and instead may encourage future commercial development in the lots of Deephaven 3. 6. Approval of the CUP for cross access will not result in the need for additional road or utility infrastructure and should not otherwise negatively impact the health or safety of the community. 7. Parking will be adequate based on the available and future off-street parking on the property, and enhanced by the shared parking allowances. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Final Plat for Deephaven 3, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Evidence (or updated easement language) is provided for the required shared and cross access easement corresponding to the proposed access from Cedar Street and Chelsea Road and an agreement is provided for the cross access along Edmonson Avenue. 2. Easement provisions are made for the required pedestrian connections from the plaza outlot to the public and residential areas as required by the Pointes at Cedar Small Area Plan. 3. Lot access issues shall be subject to comment and recommendation by the City Engineer. 4. Compliance with the comments of the City Engineer dated December 17th, 2021 and February 23, 2022, including those related to the necessary right of way for intersection improvements. 5. Execution and recording of the development agreement for Deephaven 3. 6. A separate and individual development agreement with accompanying fees and securities is required prior to development of each individual lot. 7. Verification of cross easement for stormwater purposes satisfactory to the City Engineer. 8. Execution of a stormwater maintenance agreement satisfactory to the City Engineer. 9. Considerations of other Staff and the City Council. ADOPTED this 28th day of February 2022, by the City Council of the City of Monticello, Minnesota. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-26 MONTICELLO CITY COUNCIL JIM Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2022-002 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR CROSS ACCESS AND SHARED PARKING FOR LOTS IN DEEPHAVEN, DEEPHAVEN 2ND ADDITION, AND DEEPHAVEN 3RD ADDITION WHEREAS, Buchholz Construction has requested platting of a commercial property, with a Conditional Use Permit to allow cross access between Deephaven (a residential project), Deephaven Second Addition (a commercial project), and Deephaven Third Addition (4 commercial lots), and cross parking between the commercial parcels; and WHEREAS, the site has adequate areas for parking to accommodate both existing and anticipated parking demand; and WHEREAS, the cross access between the subject property is required to facilitate internal vehicle circulation for businesses in the area without traffic demand on the public streets; and WHEREAS, the cross parking facilitates joint and shared parking uses between the commercial portions of the development area; and WHEREAS, the Planning Commission has reviewed the application for Condition Use Permit pursuant to the regulations of the Monticello Zoning Ordinance; and WHEREAS, the Planning Commission held a public hearing on January 4, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the B-4, Regional Business District, as well as the PUD District affecting the residential areas in the project. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed shared access meets the intent and requirements of the applicable zoning regulations, pursuant to the conditions attached to the Conditional Use Permit. 5. The proposed cross access is not anticipated to negatively impact surrounding commercial properties, and instead may encourage future commercial development in the lots of Deephaven Yd Addition. 6. Approval of the CUP for cross access will not result in the need for additional road or utility infrastructure and should not otherwise negatively impact the health or safety of the community. 7. Parking will be adequate based on the available and future off-street parking on the property, and enhanced by the shared parking allowances. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota recommends to the City Council that the proposed Conditional Use Permit be approved, subject to the conditions of Exhibit Z of the staff report, as follows: 1. Evidence (or updated easement language) is provided for the required shared access easement corresponding to the proposed shared driveway access along Cedar and along Edmonson Avenue. 2. Easement provisions are made for the required pedestrian connections from the plaza outlot to the public and residential areas as required by the Pointes at Cedar Small Area Plan. 3. Lot access issues shall be subject to comment and recommendation by the City Engineer. 4. All proposed easements shall be subject to review and approval by the City Engineer. 5. Considerations of other Staff and the Planning Commission. 6. Confirmation of review of right of way for future intersection improvements. (Added) ADOPTED this 4th day of January, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION r� 0 ATTEST: ,4a Paul Konsor, Chair Angela SdWmArr6, Community Development Director Request for Conditional Use Permit for Cross Access, Preliminary Plat and final Plat Created by: City of Monticello Outlot B, Deephaven 1155265000010 Project Narrative: This project is the third phase in the Deephaven development. It currently consists of a 6.97 acre outlot that was created in the plat of Deephaven 2. This outlot is surrounded by public roadways along the west, north, and east boundaries of the property. The south boundary adjoins an existing commercial lot and a +/- 165 unit multifamily residential housing development. This phase of the Deephaven development will consist of the creation of 4 new lots ranging in area from 1.4 acres to 2.2 acres. Each lot will serve as a new commercial site. Access to these lots will be via one of the proposed access points along the adjacent public roadways that are depicted in the plans for this project or via the existing shared access drive that connects to Cedar Street on the west side of the development. Stormwater lines, sanitary sewer lines and watermain line serving these lots have been installed during the last two phases of this development. Since the exact used for each lot is not known at this time an individual detailed grading, drainage, and utility plan set will be prepared to meet the proposed uses for each lot as they are sold. MAPPING LEGEND STORM SEWER MANHOLE SANITARY SEWER MANHOLE CATCH BASIN HYDRANT WATER VALVE LIGHT POLE UTILITY POLE UTILITY PEDESTAL UTILITY METER TREE BURIED ELECTRIC LINE BURIED TELEPHONE LINE BURIED GAS LINE OVERHEAD POWER LINE WATER LINE STORM SEWER PIPE SANITARY SEWER PIPE CONIC. CURB 8t GUTTER PROPERTY LINE SURVEYED MAJOR CONTOUR SURVEYED MINOR CONTOUR COUNTY LIDAR CONTOUR CONCRETE BITUMINOUS T -BUR — _G_G —OHP—OHP —960 RIM-- 960.85 - - - - - - - - - - - - - - - - - - - - - - - - - - - RIM= 960.84 NV W= 9�3.84 NV E= 953.94 ID 46 .3 C 5 I / // FRIM= 961.76 66 :NV W= 914.66 B.c ark I V E= 954.76 sr THE DRAINAGE AND UTILITitASiMENTS TO BE DEDICATED AS PART OF THIS PLAT ARE SHOWN AS THUS UNLESS OTHERWISE NOTED: REAR LOT LINE *, I6 1 61 SIDE LOT LINE _N — 1 6 6 L ROAD R/W J DIMENSIONS ARE IN FEET LEGEND OF PROPERTY BOUNDARY SYMBOLS 0 IRON PIPE WITH CAP STAMPED "DELEO 40341" TO BESET 0 FOUND IRON MONUMENT 0 SET MAGNETIC "PK" NAIL * GOVERNMENT SECTION CORNER MONUMENT Survey Datum is based on NGS Control Station "8605 J" Northing - 216092.167 Easting - 522403.197 Elevation- 959.25 HORIZONTAL DATUM: Wright County Coordinates (NAD83, 2007 Adjustment) VERTICAL DATUM: NAVD 88 960,' ;'.=.roe. - - - - - - - - - RIM= 961.12 Air valve 6" Gate w 16" Gate valve (F RIM= 960.84 - RIM= 960.15 962- -North Quarter corner of Sec. 14, Twp. 121, Rng. 25 (Cast Iron Monument) C%CK I 4 96, 164.60- 6).94 V.. % t�/263 :21 % % - X DI % ti.' 'I 20 foot wide Permanent Easement for drainage and utility purposes per Doc. No. 697451 101I0 FI: -64.07 9. Benchmark 6 North-South Quarter Section Line Sec. 14, Twp. 121, Rng. 25 tw: 0 Z IPO CD -968- Is I 50 33 Drainage and Utility EasementEPI A Access Drive 49.07 % 1. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------r-------1---------- - - ONP - - - - - - 0HP-OMP-0HP ONP _"P_""____(�"P_OHP _0HP OHP '7 N 89'00'49" E 1003.40 .... N89 -00-47-E (CEDAR STREET ADDITION) RIM= 963.43 Z INV= 950.78 ki Cultivated field I I n X I I I II r..: FFE = 967.9 Z CuttivaLw I I— Area Tabulation PROJECT BENCHMARKS B.M. # Elev. Description % 1 % Top Nut of Hydrant 760' So. of Chelsea Rd & Cedar St, East side of Cedar St 2 963.22 Top Nut of Hydrant 350' So. of Chelsea Rd & Cedar St, East side of Cedar St 3 964.14 Top Nut of Hydrant NE Quadrant of Chelsea Rd & Cedar St 4 962.17 C%CK I 4 96, 164.60- 6).94 V.. % t�/263 :21 % % - X DI % ti.' 'I 20 foot wide Permanent Easement for drainage and utility purposes per Doc. No. 697451 101I0 FI: -64.07 9. Benchmark 6 North-South Quarter Section Line Sec. 14, Twp. 121, Rng. 25 tw: 0 Z IPO CD -968- Is I 50 33 Drainage and Utility EasementEPI A Access Drive 49.07 % 1. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------r-------1---------- - - ONP - - - - - - 0HP-OMP-0HP ONP _"P_""____(�"P_OHP _0HP OHP '7 N 89'00'49" E 1003.40 .... N89 -00-47-E (CEDAR STREET ADDITION) RIM= 963.43 Z INV= 950.78 ki Cultivated field I I n X I I I II r..: FFE = 967.9 Z CuttivaLw I I— Note: All elevations listed were cletermied via GPS/RTK methods and are based on the datum of NAVD 88 Area Tabulation PROJECT BENCHMARKS B.M. # Elev. Description Location 1 965.15 Top Nut of Hydrant 760' So. of Chelsea Rd & Cedar St, East side of Cedar St 2 963.22 Top Nut of Hydrant 350' So. of Chelsea Rd & Cedar St, East side of Cedar St 3 964.14 Top Nut of Hydrant NE Quadrant of Chelsea Rd & Cedar St 4 962.17 Top Nut of Hydrant 300' East of Cedar St & Chelsea Rd &, South side of Chelsea Rd 5 964.01 Top Nut of Hydrant 270' West of Edmonson Ave NE & Chelsea Rd &, South side of Chelsea Rd 6 967.33 Top Nut of Hydrant 300' South of Chelsea Rd & Edmonson Ave NE, East side of Edmonson Ave NE Note: All elevations listed were cletermied via GPS/RTK methods and are based on the datum of NAVD 88 ;ci E Shop -964 .16 .. $- FFE = 964.8 en FFE = 963.5 :AI FFE = 964.3 66 ,I I------------------------------------- 964 - - -------Ab 962, South Quarter corner of Sec. 14, Twp. 121, Rng. 25 (Cast Iron Monument) LEGAL DESCRIPTION: Outtot A, DEEPHAVEN 2, according to the recorded plat thereof, Wright County, Minnesota. SURVEYOR'S NOTES: The utilities shown hereon represent those identified during the field survey operations and the record drawings provided by the utility owner for this project, if any. Utilities were physically marked via Gopher State One Call. Ticket Number 192685020. Kramer Leas DeLeo, P.C. makes no warranties as to the locations, depths, or types of any utilities within the area shown hereon. User(s) of this map, survey, or plan are responsible for locating all utilities prior to any excavation, tunneling, drilling, or driving of objects into the ground. This survey was performed in conjunction with First American Title Company's Commitment for Title Insurance dated 04-02-2018 as provided by the client. Owner of Record: Deephaven Development, LLC Et Valley View Townhomes, LLP c/o Mark Buchholz 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com Developer Date Buchholz Construction (Mark Buchholz) 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com THE NORTH -SOUTH QUARTER SECTION LINE OF SEC. 14, TWR 121, RNG. 25 IS ASSUMED TO BEAR NORTH 00^00' 32" WEST 0 80 160 SCALE IN FEET Vicinity Map 0 Project Location CHELSEA RD / Z 0 Z 0 Z 0 SCHOOL BLVD Z 2: NO SCALE SEC 14, TW 121, RNG 25 ---------- Lu Area Tabulation Parcel Sq. Ft. Acres Lot 1 72,291 1.660 Lot 2 74,052 1.700 Lot 3 96,404 2.213 1 Lot 4 60,984 1.400 Total 303,731 6.973 ;ci E Shop -964 .16 .. $- FFE = 964.8 en FFE = 963.5 :AI FFE = 964.3 66 ,I I------------------------------------- 964 - - -------Ab 962, South Quarter corner of Sec. 14, Twp. 121, Rng. 25 (Cast Iron Monument) LEGAL DESCRIPTION: Outtot A, DEEPHAVEN 2, according to the recorded plat thereof, Wright County, Minnesota. SURVEYOR'S NOTES: The utilities shown hereon represent those identified during the field survey operations and the record drawings provided by the utility owner for this project, if any. Utilities were physically marked via Gopher State One Call. Ticket Number 192685020. Kramer Leas DeLeo, P.C. makes no warranties as to the locations, depths, or types of any utilities within the area shown hereon. User(s) of this map, survey, or plan are responsible for locating all utilities prior to any excavation, tunneling, drilling, or driving of objects into the ground. This survey was performed in conjunction with First American Title Company's Commitment for Title Insurance dated 04-02-2018 as provided by the client. Owner of Record: Deephaven Development, LLC Et Valley View Townhomes, LLP c/o Mark Buchholz 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com Developer Date Buchholz Construction (Mark Buchholz) 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com THE NORTH -SOUTH QUARTER SECTION LINE OF SEC. 14, TWR 121, RNG. 25 IS ASSUMED TO BEAR NORTH 00^00' 32" WEST 0 80 160 SCALE IN FEET Vicinity Map 0 Project Location CHELSEA RD / Z 0 Z 0 Z 0 SCHOOL BLVD Z 2: NO SCALE SEC 14, TW 121, RNG 25 ---------- Lu LLI > 4-J tt In 04-J kn Ln N on LLJ O LLJ4_, 4-J U (a 4-J o :3 4_5 L_ C:) Ln 0 4 4-J X-Z C:) 4-1- •^ -0 CD = 'r.- *C: on 9 0 0 Ln 0 Zo U C'4 ON r- on 2 0 0 0 Lu 0 U 4-J 4-J U E Q) 0 Ln :* C 4-- -0 0 (D Lu 4-J (a E U 0 r� _J Lu M U) _J Z Lu 0 9 W U) Z 0 U) 5: W OZ I\ -- Z 1-- 2 04 T_ 0 - O� CO c:) EL > 4) Lu X C14 -_ Lu 0 LU o > F -- n C14 W WU) LLI LLI > a < Z Z cl) >. _J 0 -cl LL Z2 0 LU 0 IXLU _J W Lu IL 0 Z ==0 ) Z W 0 W W 0 W M Lu >. 1 -- LL F_ 0 Z LL W W < _J _J Lu EL I._ 1: m WW < W (L E 7a-) IX Lu = Lu U) 0 ca r- E Z Z in ca NU) C) Ir" CD r14 co 0 Z Lu Z Z 10 LU CL 93 0 Lo 0 C'4 Z 0 Ix I to0 LU LU Z Z Z LU LU LU Z I _< LLI LU CD X 2 Z . 0 > gild Z LLI > 4-J tt In 04-J kn Ln N on LLJ 4- 0 LLJ4_, 4-J U (a 4-J o :3 4_5 L_ C:) Ln 0 4 4-J X-Z C:) 4-1- •^ -0 CD = 'r.- *C: on 9 0 0 Ln 0 Zo U C'4 ON r- on 2 0 0 0 Lu 0 U 4-J 4-J U E Q) 0 Ln :* C 4-- -0 0 (D 4-J (a E U 0 r� _J KNOW ALL PERSONS BY THESE PRESENTS: That Deephaven Development, LLC, a Minnesota limited liability company, and that Valley View Townhomes, LLP, a Minnesota limited liability partnership, as tenants in common and fee owners of the following described property situated in the City of Monticello, County of Wright, State of Minnesota to wit: Outlot A, DEEPHAVEN 2, according to the recorded plat thereof, Wright County, Minnesota. Have caused the same to be surveyed and platted as DEEPHAVEN 3 and do hereby dedicate to the public for public use forever the drainage and utility easements as created by this plat. In witness whereof said Deephaven Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 Signed: Deephaven Development, LLC Mark Buchholz, President STATE OF _ COUNTY OF This instrument was acknowledged before me this day of , 20 by Mark Buchholz, President of Deephaven Development, LLC, a Minnesota limited liability company, on behalf of the company. (Notary Signature) Notary Public, My commission expires (Notary Printed Name) County, Minnesota In witness whereof said Valley View Townhomes, LLP, a Minnesota limited liability partnership, has caused these presents to be signed by its proper officer this day of , 20 Signed: Valley View Townhomes, LLP Dale Buchholz, Managing Partner STATE OF _ COUNTY OF This instrument was acknowledged before me this day of 20 by Dale Buchholz, Managing Partner of Valley View Townhomes, LLP, a Minnesota limited liability partnership, on behalf of the partnership. (Notary Signature) Notary Public, My commission expires KRAMER LEAS DELEO SURVEYING • ENGINEERING • PLANNING BRAINERD ST. CLOUD (Notary Printed Name) County, Minnesota DEEPHAVEN 3 SURVEYOR'S CERTIFICATION I Samuel J. DeLeo do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Samuel J. DeLeo, Licensed Land Surveyor Minnesota License Number 40341 STATE OF MINNESOTA COUNTY OF STEARNS The foregoing Surveyor's Certification was acknowledged before me this day of , 20 by Samuel J. DeLeo, Licensed Land Surveyor, Minnesota License Number 40341. Sidney Theis Notary Public Stearns County, Minnesota My commission expires January 31, 2022 CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of r� the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of DEEPHAVEN 2. By: , Chairperson By: , Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of DEEPHAVEN 2 was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By: , Mayor By: , City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021 Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the Office of the County Recorder for record on this day of , 20 , at o'clock . M., and was duly recorded in Cabinet No. , Sleeve , as Document No. Wright County Recorder 2/21/2022 Sheet No. 1 of 2 Sheets DEEPHAVEN 3 0= 18°19, tt ' - - -North Quarter corner of Sec. 14, Twp. 121, Rng. 25 / (Cast Iron Monument) / I I / ,i• I .t... I / \ I .. / - - - - - - - - - - - - - - - - - - - - - 30 100K= 698.00 CB- L= 223.27 ;J CH= 222-32 02' 47" W S 88'47' 24" W 643.05 / _ I I 246.17 --------------- --------- \ ' y16°3'27"�_1„ , I ------------ 00 8846 68 S0°00' 396.SO 3� 0"—----- %-Drainage Utility \ —'I `/y 41.00 I I 41.00DO' 00, ------------ --�« -!I I \ u o0 N 88'47'24" E 139.00 \ 00 00, 100 LU C9 2 Cq w CD I �" 1 �� LA::_: _.... �o I to I !BLOCK 1 0 N� LU 00 I CD —20 foot wide Permanent Easement I I I S69° �� I I ' o i ••••••••• •• •••••••''• •• I I for drainage and utility purposes per Doc. No. 697451 R=887L_ -- _. - - '� -- - - - - - -- - I I - .1. - - r1 I I 275.81 — — — — — — — — — —I I -tNot J100 ! CB -S79 13 71 = o'� -I I ' I -----420.47------------------I L---------- Tangent I --' _....t•r£r:; ;.,. °1643"E ---- 135.59----� (------'1 '----- OI = N 88-40' 21" E 831.87 I , °O I Not Tangent- -� I I `"' - _ North-South Quarter Section Line / 'Oer Doc HdF$res-- ----- / — — — — — — -- — -- — — — — — — t� i 3 i — Sec. 14, Twp. 121, Rng. 25 O 143 s 368F 017,-4 % I I I NCD0 LU, en n/b/ / ! _ ! .. . ••' I I Z 150 33 LLJ 100on Ln CD / eV I I I in I -- -- -- ------ j 00 j 3 hH / / �`�` �.`� I ' C14 0 M I z �qR hb� CD Nv z I ------------------ L— — — — — — — — — — — — — — — — — — ---J I I I N 89 ° 00' 49" E 266.20 r I •"' I ' ' I I 50 33 ' t $ i �N •. 3 1 00 CD ON o i i j1-:---- :£: ----- 14R ...... .... CD I I I I :r:.. Z I i I -� 49.07- I ' -----------------------r-------1------------------------- --------------------------------- , - - - - ------------------------------- ------- - - - - -- = N89°00'49"E 1003.40 ---- I ' •• N 89'00'47" E (CEDAR STREET ADDITION) I , i I I ' ' I I �'Y� •'i0 ' -............ i __ ..._... Vicinity Map I K -LD ""0 - KRAMER LEAS DELEO SURVEYING • ENGINEERING • PLANNING BRAINERD ST. CLOUD Project Location NO SCALE Sheet No. 2 of 2 Sheets I � �•� •���'• '� THE DRAINAGE AND UTILITY EASEMENTS TO I I BE DEDICATED AS PART OF THIS PLAT ARE I I N SHOWN AS THUS UNLESS OTHERWISE NOTED: I ------------------------- 66 REAR LOT LINE LEGEND OF PROPERTY BOUNDARY SYMBOLS I _ O IRON PIPE WITH CAP STAMPED "DELEO 40341" TO BESET I I6 6I • FOUND IRON MONUMENT I SIDE LOT South Quarter corner of Q GOVERNMENT SECTION CORNER MONUMENT 0 60 120 LINE I I Sec. 14, Twp. 121, Rng. 25 ; THE NORTH -SOUTH QUARTER SECTION LINE OF J66 — — —ry / /2022 I (Cast Iron Monument) - -- Note: SEC. 14, TWP. 121, RNG. 25 SCALE IN FEET T • The underlying property defined by this plat of DEEPHAVEN 2 is subject to a blanket temporary easement for or trail document number 1432430. IS ASSUMED TO BEAR NORTH 00'00'32" WEST ROAD R/W DRAFT public pathway purposes per 1 INCH — 60 FEET DIMENSIONS ARE IN FEET Project Location NO SCALE Sheet No. 2 of 2 Sheets MAPPING LEGEND STORM SEWER MANHOLE SANITARY SEWER MANHOLE CATCH BASIN HYDRANT WATER VALVE LIGHT POLE UTILITY POLE UTILITY PEDESTAL UTILITY METER TREE BURIED ELECTRIC LINE BURIED TELEPHONE LINE BURIED GAS LINE OVERHEAD POWER LINE WATER LINE STORM SEWER PIPE SANITARY SEWER PIPE CONIC. CURB 8t GUTTER PROPERTY LINE SURVEYED MAJOR CONTOUR SURVEYED MINOR CONTOUR COUNTY LIDAR CONTOUR CONCRETE BITUMINOUS T -BUR — _G_G —OHP—OHP —960 RIM-- 960.85 - - - - - - - - - - - - - - - - - - - - - - - - - - - RIM= 960.84 NV W= 9�3.84 NV E= 953.94 ID 46 .3 C 5 I / // FRIM= 961.76 66 :NV W= 914.66 B.c ark I V E= 954.76 sr THE DRAINAGE AND UTILITitASiMENTS TO BE DEDICATED AS PART OF THIS PLAT ARE SHOWN AS THUS UNLESS OTHERWISE NOTED: REAR LOT LINE *, I6 1 61 SIDE LOT LINE _N — 1 6 6 L ROAD R/W J DIMENSIONS ARE IN FEET LEGEND OF PROPERTY BOUNDARY SYMBOLS 0 IRON PIPE WITH CAP STAMPED "DELEO 40341" TO BESET 0 FOUND IRON MONUMENT 0 SET MAGNETIC "PK" NAIL * GOVERNMENT SECTION CORNER MONUMENT Survey Datum is based on NGS Control Station "8605 J" Northing - 216092.167 Easting - 522403.197 Elevation- 959.25 HORIZONTAL DATUM: Wright County Coordinates (NAD83, 2007 Adjustment) VERTICAL DATUM: NAVD 88 960,' ;'.=.roe. - - - - - - - - - RIM= 961.12 Air valve 6" Gate w 16" Gate valve (F RIM= 960.84 - RIM= 960.15 962- -North Quarter corner of Sec. 14, Twp. 121, Rng. 25 (Cast Iron Monument) C%CK I 4 96, 164.60- 6).94 V.. % t�/263 :21 % % - X DI % ti.' 'I 20 foot wide Permanent Easement for drainage and utility purposes per Doc. No. 697451 101I0 FI: -64.07 9. Benchmark 6 North-South Quarter Section Line Sec. 14, Twp. 121, Rng. 25 tw: 0 Z IPO CD -968- Is I 50 33 Drainage and Utility EasementEPI A Access Drive 49.07 % 1. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------r-------1---------- - - ONP - - - - - - 0HP-OMP-0HP ONP _"P_""____(�"P_OHP _0HP OHP '7 N 89'00'49" E 1003.40 .... N89 -00-47-E (CEDAR STREET ADDITION) RIM= 963.43 Z INV= 950.78 ki Cultivated field I I n X I I I II r..: FFE = 967.9 Z CuttivaLw I I— Area Tabulation PROJECT BENCHMARKS B.M. # Elev. Description % 1 % Top Nut of Hydrant 760' So. of Chelsea Rd & Cedar St, East side of Cedar St 2 963.22 Top Nut of Hydrant 350' So. of Chelsea Rd & Cedar St, East side of Cedar St 3 964.14 Top Nut of Hydrant NE Quadrant of Chelsea Rd & Cedar St 4 962.17 C%CK I 4 96, 164.60- 6).94 V.. % t�/263 :21 % % - X DI % ti.' 'I 20 foot wide Permanent Easement for drainage and utility purposes per Doc. No. 697451 101I0 FI: -64.07 9. Benchmark 6 North-South Quarter Section Line Sec. 14, Twp. 121, Rng. 25 tw: 0 Z IPO CD -968- Is I 50 33 Drainage and Utility EasementEPI A Access Drive 49.07 % 1. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------r-------1---------- - - ONP - - - - - - 0HP-OMP-0HP ONP _"P_""____(�"P_OHP _0HP OHP '7 N 89'00'49" E 1003.40 .... N89 -00-47-E (CEDAR STREET ADDITION) RIM= 963.43 Z INV= 950.78 ki Cultivated field I I n X I I I II r..: FFE = 967.9 Z CuttivaLw I I— Note: All elevations listed were cletermied via GPS/RTK methods and are based on the datum of NAVD 88 Area Tabulation PROJECT BENCHMARKS B.M. # Elev. Description Location 1 965.15 Top Nut of Hydrant 760' So. of Chelsea Rd & Cedar St, East side of Cedar St 2 963.22 Top Nut of Hydrant 350' So. of Chelsea Rd & Cedar St, East side of Cedar St 3 964.14 Top Nut of Hydrant NE Quadrant of Chelsea Rd & Cedar St 4 962.17 Top Nut of Hydrant 300' East of Cedar St & Chelsea Rd &, South side of Chelsea Rd 5 964.01 Top Nut of Hydrant 270' West of Edmonson Ave NE & Chelsea Rd &, South side of Chelsea Rd 6 967.33 Top Nut of Hydrant 300' South of Chelsea Rd & Edmonson Ave NE, East side of Edmonson Ave NE Note: All elevations listed were cletermied via GPS/RTK methods and are based on the datum of NAVD 88 ;ci E Shop -964 .16 .. $- FFE = 964.8 en FFE = 963.5 :AI FFE = 964.3 66 ,I I------------------------------------- 964 - - -------Ab 962, South Quarter corner of Sec. 14, Twp. 121, Rng. 25 (Cast Iron Monument) LEGAL DESCRIPTION: Outtot A, DEEPHAVEN 2, according to the recorded plat thereof, Wright County, Minnesota. SURVEYOR'S NOTES: The utilities shown hereon represent those identified during the field survey operations and the record drawings provided by the utility owner for this project, if any. Utilities were physically marked via Gopher State One Call. Ticket Number 192685020. Kramer Leas DeLeo, P.C. makes no warranties as to the locations, depths, or types of any utilities within the area shown hereon. User(s) of this map, survey, or plan are responsible for locating all utilities prior to any excavation, tunneling, drilling, or driving of objects into the ground. This survey was performed in conjunction with First American Title Company's Commitment for Title Insurance dated 04-02-2018 as provided by the client. Owner of Record: Deephaven Development, LLC Et Valley View Townhomes, LLP c/o Mark Buchholz 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com Developer Date Buchholz Construction (Mark Buchholz) 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com THE NORTH -SOUTH QUARTER SECTION LINE OF SEC. 14, TWR 121, RNG. 25 IS ASSUMED TO BEAR NORTH 00^00' 32" WEST 0 80 160 SCALE IN FEET Vicinity Map 0 Project Location CHELSEA RD / Z 0 Z 0 Z 0 SCHOOL BLVD Z 2: NO SCALE SEC 14, TW 121, RNG 25 ---------- Lu Area Tabulation Parcel Sq. Ft. Acres Lot 1 72,291 1.660 Lot 2 74,052 1.700 Lot 3 96,404 2.213 1 Lot 4 60,984 1.400 Total 303,731 6.973 ;ci E Shop -964 .16 .. $- FFE = 964.8 en FFE = 963.5 :AI FFE = 964.3 66 ,I I------------------------------------- 964 - - -------Ab 962, South Quarter corner of Sec. 14, Twp. 121, Rng. 25 (Cast Iron Monument) LEGAL DESCRIPTION: Outtot A, DEEPHAVEN 2, according to the recorded plat thereof, Wright County, Minnesota. SURVEYOR'S NOTES: The utilities shown hereon represent those identified during the field survey operations and the record drawings provided by the utility owner for this project, if any. Utilities were physically marked via Gopher State One Call. Ticket Number 192685020. Kramer Leas DeLeo, P.C. makes no warranties as to the locations, depths, or types of any utilities within the area shown hereon. User(s) of this map, survey, or plan are responsible for locating all utilities prior to any excavation, tunneling, drilling, or driving of objects into the ground. This survey was performed in conjunction with First American Title Company's Commitment for Title Insurance dated 04-02-2018 as provided by the client. Owner of Record: Deephaven Development, LLC Et Valley View Townhomes, LLP c/o Mark Buchholz 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com Developer Date Buchholz Construction (Mark Buchholz) 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com THE NORTH -SOUTH QUARTER SECTION LINE OF SEC. 14, TWR 121, RNG. 25 IS ASSUMED TO BEAR NORTH 00^00' 32" WEST 0 80 160 SCALE IN FEET Vicinity Map 0 Project Location CHELSEA RD / Z 0 Z 0 Z 0 SCHOOL BLVD Z 2: NO SCALE SEC 14, TW 121, RNG 25 ---------- Lu LLI > 4-J tt In 04-J kn Ln N on LLJ O LLJ4_, 4-J U (a 4-J o :3 4_5 L_ C:) Ln 0 4 4-J X-Z C:) 4-1- •^ -0 CD = 'r.- *C: on 9 0 0 Ln 0 Zo U C'4 ON r- on 2 0 0 0 Lu 0 U 4-J 4-J U E Q) 0 Ln :* C 4-- -0 0 (D Lu 4-J (a E U 0 r� _J Lu M U) _J Z Lu 0 9 W U) Z 0 U) 5: W OZ I\ -- Z 1-- 2 04 T_ 0 - O� CO c:) EL > 4) Lu X C14 -_ Lu 0 LU o > F -- n C14 W WU) LLI LLI > a < Z Z cl) >. _J 0 -cl LL Z2 0 LU 0 IXLU _J W Lu IL 0 Z ==0 ) Z W 0 W W 0 W M Lu >. 1 -- LL F_ 0 Z LL W W < _J _J Lu EL I._ 1: m WW < W (L E 7a-) IX Lu = Lu U) 0 ca r- E Z Z in ca NU) C) Ir" CD r14 co 0 Z Lu Z Z 10 LU CL 93 0 Lo 0 C'4 Z 0 Ix I to0 LU LU Z Z Z LU LU LU Z I _< LLI LU CD X 2 Z . 0 > gild Z LLI > 4-J tt In 04-J kn Ln N on LLJ 4- 0 LLJ4_, 4-J U (a 4-J o :3 4_5 L_ C:) Ln 0 4 4-J X-Z C:) 4-1- •^ -0 CD = 'r.- *C: on 9 0 0 Ln 0 Zo U C'4 ON r- on 2 0 0 0 Lu 0 U 4-J 4-J U E Q) 0 Ln :* C 4-- -0 0 (D 4-J (a E U 0 r� _J MAPPING LEGEND STORM SEWER MANHOLE SANITARY SEWER MANHOLE CATCH BASIN HYDRANT WATER VALVE LIGHT POLE UTILITY POLE UTILITY PEDESTAL UTILITY METER TREE BURIED ELECTRIC LINE BURIED TELEPHONE LINE BURIED GAS LINE OVERHEAD POWER LINE WATER LINE STORM SEWER PIPE SANITARY SEWER PIPE CONC. CURB 8t GUTTER PROPERTY LINE SURVEYED MAJOR CONTOUR SURVEYED MINOR CONTOUR COUNTY LIDAR CONTOUR CONCRETE BITUMINOUS O ss -0- Z -BUR T -BUR - _G_G -OHP-OHP 960- 960,, 4. - - - - - - - - - --- . .......... K B nch RIM= 961.12 6 0 o, Gate valve FM 16" Gate valve , (FAII U. :o 4. r RIM= 960.84 .7 RIM= 959.93 -_ INV W= 955.63 NV S= 955.73 RIM= 960.85 - - - - - - - - - - - - - - - - - - - - - - - - - a RIM- 960.84 NV W= 953.84 V E= 953.9 V, /N r. ID .3: C P, THE DRAINAGE AND UTILITitASiMENTS TO BE DEDICATED AS PART OF THIS PLAT ARE SHOWN AS THUS UNLESS OTHERWISE NOTED: REAR LOT LINE *, I6 1 61 SIDE LOT LINE 1 66 L ROAD R/W J DIMENSIONS ARE IN FEET LEGEND OF PROPERTY BOUNDARY SYMBOLS (15" RCP) WAS Existing Access Opening -North Quarter corner of Sec. 14, Twp. 121, Rng. 25 (Cast Iron Monument) RIM 960.15 962- INV N= 956.15 I INV S= 955.75 OCK INV E= 950.204 INV W= 950.15 Ul; RIM= 959.70 ------- 962 ---------- --- 91 04 (12 RCP ��� ... \7 -- /-RIM= 961.12 -956.62 RIM= 958.73 960 - -- - -- - -- - -- - -- - -- - - PIAA= QA1 nn INV -956.62 955.63 RIM= 96-7- 9 ...... % V.. INV= 96).94. 9 • RIM= . . . . . . . . . . . . .. ....: . . . . . . . .... . . .. . ..• .. . . . . ......... ... . . . . . . . . ................ RIM =.96 L26 . . . ... . .. . . . . . . .... .... .:4. % 18' RCP:' Fo.rcemain location per -.RIM- 957.75. ar v �cj a��., .1;y as ____1 0 79' built d, S= 951�5 -BUR 16'pv, K- 698- L ..» AirvalvlrlotfTjFlOt) W 1.4/ 27" 1 PVC F I Q9 .'''CleanoutP-BUR-E 02' 47- RCP BUR �2 7 7W 643,05 ss S 88' 2 17 Elec. Trans. . F 396.88 - - - - - - - 011 °56' 1=23.59 Future Access Opening /tu�e�ato 01(' I - - - - - - '\ - 4.0 Ln ;\_.... "Of EEPHAVEN 3 1 1 Appx. Location of; I Fp a/her / I I \F, 964 / � iI t1� II = II .I I II I eD �I IIII I II I \"Nw� - :2." 100 - - - - - - - - - - - - - - - - - - - - - - Future Building Z I I :V::.. , .00 Min. FFE 964.00 r4 Appx. Location of Future Building 2 1. 700 res 13 j Min. FFE = 966.00 2.213 Acres I 1.400 Acres nro BLOCK 1 -370 . . . . a, -4 % %.., '[0 I----------------- 20 foot wide Permanent Easement 9 for drainage and utility purposes IS r Doc. No. 697451 Future Access 0 ening 411, 1 '- �R_4' 19*15'37" 100 A 487.00 C8 163-71 - -7114- 11111111irz- 275.81 t _ S L_ . 7 - .... S 7� - - - - - - - - - _7 ss �IaTe t REM 6407 A�-r,' 'Se Doc.0cff )V0 -41685- 1 Benchmark 6 A lqv= 9� N 88'4U'Ll" It 0311.87 /Trail Easement Area LUNorth-South Quarter Section Line Sec. 14, Twp. 121, Rng. 25 PaEasements per DEE VEN Lot C. Parking Lot Parking 1 CD CD CD CD 33 E W Apartment Building E (D > .1 . ::� R 4 1.660 Acre's P: w 14 U 'Zi Qj oI (DLf) 00 uQ Existin Access Opening C3 -------- - - - /--- _OHP _ OHP _ ------ - - J 1. B.M. # Elev. Description CD (14 TT co Top Nut of Hydrant 760' So. of Chelsea Rd & Cedar St, East side of Cedar St % A Dra6alg Per ULEPHAVEN - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Street Light Cabinet r. f RIM= 961.76 INV W= 954.66 NV E= 954.76 Benc ark I 0 IRON PIPE WITH CAP STAMPED "DELEO 40341" TO BESET 0 FOUND IRON MONUMENT 0 SET MAGNETIC "PK" NAIL * GOVERNMENT SECTION CORNER MONUMENT Survey Datum is based on NGS Control Station "8605 J" Northing - 216092.167 Easting - 522403.197 Elevation- 959.25 HORIZONTAL DATUM: Wright County Coordinates (NAD83, 2007 Adjustment) VERTICAL DATUM: NAVD 88 Wooded N I fOT PLATIED uo Z- - - - - - - - - - - - Id3 Drainage and Utility Easement per DEEPHAVEN- A % 7- _Acc.@s&-Dw4v-& 49.07 -) ..... -964 ... - - - - - - - - - - - - - - - -------------------------- ------ - - L OHP OHP _OHP -OHP -0HP_ - --- - - - -_ >_ OHP _OHP _OHP _OHP _OHP _ OHP _ oHP__A0HP-oHP- , T .17 -Y B.M. # Elev. Description Location TT N 89'00'49" E 1003.40 .... Top Nut of Hydrant 760' So. of Chelsea Rd & Cedar St, East side of Cedar St 2 963.22 Top Nut of Hydrant 350' So. of Chelsea Rd & Cedar St, East side of Cedar St 3 N89 -00-47-E (CEDAR STREET ADDITION) Top Nut of Hydrant NE Quadrant of Chelsea Rd & Cedar St 4 RIM= 963.41A INV= 950.7ii Top Nut of Hydrant "Z 5 Cultivated field Top Nut of Hydrant 270' West of Edmonson Ave NE & Chelsea Rd &, South side of Chelsea Rd 6 NOT PLAT!'E." Top Nut of Hydrant 0 C:) on rq 5 0 C) Lt U 0 %0 0 In 4-J mo V"'4- Ln4- 3 M Q) FFE = 967.9 mmmo 0 Z o EL 0 0 0 U E Q) 0 Ln U) 0 LU _J Shop -964, Z OU'll-n-T A W ®,FFE 964.8 M FFE 963.5 2 >- LU FFE = 964.3 LU I------------------------------------- QQ 964 - - -- - -- - - qb -962, South Quarter corner of Sec. 14, Twp. 121, Rng. 2.5 (Cast Iron Monument) Note: All elevations listed were cletermied via GPS/RTK methods and are based on the datum of NAVD 88 Area Tabulation PROJECT BENCHMARKS B.M. # Elev. Description Location 1 965.15 Top Nut of Hydrant 760' So. of Chelsea Rd & Cedar St, East side of Cedar St 2 963.22 Top Nut of Hydrant 350' So. of Chelsea Rd & Cedar St, East side of Cedar St 3 964.14 Top Nut of Hydrant NE Quadrant of Chelsea Rd & Cedar St 4 962.17 Top Nut of Hydrant 300' East of Cedar St & Chelsea Rd &, South side of Chelsea Rd 5 964.01 Top Nut of Hydrant 270' West of Edmonson Ave NE & Chelsea Rd &, South side of Chelsea Rd 6 967.33 Top Nut of Hydrant 300' South of Chelsea Rd & Edmonson Ave NE, East side of Edmonson Ave NE Note: All elevations listed were cletermied via GPS/RTK methods and are based on the datum of NAVD 88 LEGAL DESCRIPTION: Outtot A, DEEPHAVEN 2, according to the recorded plat thereof, Wright County, Minnesota. SURVEYOR'S NOTES: The utilities shown hereon represent those identified during the field survey operations and the record drawings provided by the utility owner for this project, if any. Utilities were physically marked via Gopher State One Call. Ticket Number 192685020. Kramer Leas DeLeo, P.C. makes no warranties as to the locations, depths, or types of any utilities within the area shown hereon. User(s) of this map, survey, or plan are responsible for locating all utilities prior to any excavation, tunneling, drilling, or driving of objects into the ground. This survey was performed in conjunction with First American Title Company's Commitment for Title Insurance dated 04-02-2018 as provided by the client. Owner of Record: Deephaven Development, LLC Et Valley View Townhomes, LLP c/o Mark Buchholz 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com Developer Date Buchholz Construction (Mark Buchholz) 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com THE NORTH -SOUTH QUARTER SECTION LINE OF SEC. 14, TWR 121, RNG. 25 IS ASSUMED TO BEAR NORTH 00^00' 32" WEST 0 80 160 SCALE IN FEET Vicinity Map 0 Project °moo1 Location CHELSEARD .-zw. _LUNDAIRQ- W_Z. - - Z 0 Z 0 SCHOOL BLVD Z NO SCALE SEC 14, TW 121, RNG 25 Lu Area Tabulation Parcel Sq. Ft. Acres Lot 1 72,291 1.660 Lot 2 74,052 1.700 Lot 3 96,404 2.213 1 Lot 4 60,984 1.400 Total 303,731 6.973 LEGAL DESCRIPTION: Outtot A, DEEPHAVEN 2, according to the recorded plat thereof, Wright County, Minnesota. SURVEYOR'S NOTES: The utilities shown hereon represent those identified during the field survey operations and the record drawings provided by the utility owner for this project, if any. Utilities were physically marked via Gopher State One Call. Ticket Number 192685020. Kramer Leas DeLeo, P.C. makes no warranties as to the locations, depths, or types of any utilities within the area shown hereon. User(s) of this map, survey, or plan are responsible for locating all utilities prior to any excavation, tunneling, drilling, or driving of objects into the ground. This survey was performed in conjunction with First American Title Company's Commitment for Title Insurance dated 04-02-2018 as provided by the client. Owner of Record: Deephaven Development, LLC Et Valley View Townhomes, LLP c/o Mark Buchholz 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com Developer Date Buchholz Construction (Mark Buchholz) 4379 33rd Avenue South, Suite 121, Fargo, ND 58104 (701) 371-1646 mdbuchhoLz@gmaiL.com THE NORTH -SOUTH QUARTER SECTION LINE OF SEC. 14, TWR 121, RNG. 25 IS ASSUMED TO BEAR NORTH 00^00' 32" WEST 0 80 160 SCALE IN FEET Vicinity Map 0 Project °moo1 Location CHELSEARD .-zw. _LUNDAIRQ- W_Z. - - Z 0 Z 0 SCHOOL BLVD Z NO SCALE SEC 14, TW 121, RNG 25 Lu C14 C"! CD LLI > 4-J it In Q) 04_5LCf C14 on LLI V) 4- 0 W4 r C) O Q) -J 4-1 U (a4 4-J *4mj -J L_ :3 L_ Ln 0 6 • r- 4-J C:) 4-J Z CD = r. - C:) on rq 5 0 C) Lt U 0 %0 0 In 4-J mo V"'4- Ln4- 3 M Q) ME1 53 I2 mmmo 0 0 o EL 0 0 0 U E Q) 0 Ln U) 0 LU _J Z W 0 2 >- LU LU QQ Z W U) Lu 0 0 a. 9 (1 C/) IX ri) a. Z 0 0 LU U) 5: a W a - LZ0 Z 1-- 2 C14 OC CO C14 C'4 cl W W LLI >- T- ca CL � =, LU C14 0 U) C14 >: C-) D U) W U) LU > a Z La < Z U) >_ _J 0 -2 cl LL Z LLI 0 WLu IL0 Lu U) Z U) Z LL Lu 0 W W Lu >_ 1 -- LL F_ Z LU W LL < <k W LL Lu < W (L E 7a-) Of ca 0 0 r_, Lu E :3 Lu Z Z ca N C:) V_ CD r14 co 0 Z Lu Z Z 10 _J < LU C'4 Z 0 0 LU Z Z Z LU LU LU Z LLI LU Z C) Lu Yw gild Z LLI > 4-J it In Q) 04_5LCf C14 on LLI V) 4- 0 W4 r C) O Q) -J 4-1 U (a4 4-J *4mj -J L_ :3 L_ Ln 0 6 • r- 4-J C:) 4-J Z CD = r. - C:) on rq 5 0 C) Lt U 0 %0 0 In 4-J mo V"'4- Ln4- 3 M Q) ME1 53 I2 mmmo 0 0 o EL 0 0 0 U E Q) 0 Ln 0 U 0 _J 0 7; C im PROPERTY INFORMATION MONTICELLO APARTMENTS - MONTICELLO, MN OWNER - BUCHHOLZ CONSTRUCTION SITE DATA ZONING TOTAL LOT AREA APARTMENTS LOT AREA TOTAL UNITS OCCUPANCY DENSITY = R-4 = 16.36 ACRES = 8.49 ACRES = 165 = R-2 = 19 UNITS/ ACRE FA ZONING CRITERIA GROSS DENSITY 10-25 DU/ACRE FRONT SETBACK 100' CORNER SIDE SETBACK 40' INTERIOR SIDE SETBACK 30' REAR SETBACK 40' CLEAR OPEN SPACE SETBACK FROM R.O.W. 60' CLEAR OPEN SPACE FROM PROPERTY LINE 40' COMMON OPEN SPACE PER UNIT 500 SF/DU PARKING REQUIREMENTS 2.25 SPACES/DU MAX UNCOVERED PARKING 1.1 SPACES/DU TOTAL 60 87 18 3 UNITS PROVIDED TOTAL BUILDING AREA C° "V 1° " O� BUILDING #1 18 27 6 51 BUILDING #2 24 33 6 63 BUILDING #3 18 27 6 51 TOTAL 60 87 18 165 0 SITE DATA TOTAL SITE AREA 369,998 SF TOTAL BUILDING AREA 69,192 SF TOTAL SIDEWALK AREA BUILDING #1 18 27 6 51 BUILDING #2 24 33 6 63 BUILDING #3 18 27 6 51 TOTAL 60 87 18 165 0 SITE DATA TOTAL SITE AREA 369,998 SF TOTAL BUILDING AREA 69,192 SF TOTAL SIDEWALK AREA 3,598 SF TOTAL DRIVELANE AREA 82,550 SF TOTAL POND AREA 44,278 SF TOTAL GREEN SPACE AREA 170,680 SF GREEN SPACE PER UNIT (165 UNITS) 1,034 SF/UNIT TOTAL % PERVIOUS AREA 46% 5 PARKING 14 SUMMARYCONzAF CAI� CO °oo� °oo� BUILDING 1 (51 UNIT) 3 79 53 2 137 BUILDING 2 (63 UNIT) 3 60 63 2 128 BUILDING 3 (51 UNIT) 3 45 53 2 103 TOTAL 9 184 169 6 368 IV ' 1 SITE PLAN I I A001 SCALE:1 "=50'-0" I 1 1 2 1 3 1 4 5 r - I I I I I I I I I I I . I I I I I I I I I I I I I I I I I I RHET ARCHITECTURE RHET ARCHITECTURE, LLC 27 11th ST. S. FARGO, N D 58102 OFFICE PHONE: 701.715.8232 WEB: WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: �►V ►SSS Date: 04/30/2021 REG. NO.: 50755 PROJECT: MONTICELLO APARTMENT 63 PLEX MONTICELLO, MN GENERAL CONTRACTOR: BUCHHOLZ CONSTRUCTION ATTN: MARK BUCHHOLZ PHONE: 701.371.1646 EMAIL: mdbuchholz@gmail.com CD All plans, specifications, computer files, field data, notes and other documents and instruments prepared by RHET ARCHITECTURE, as instruments of service shall remain the property of RHET ARCHITECTURE. RHET ARCHITECTURE shall retain all common law, statutory and other reserv CONSTRUCTION DOCUMENTS 04/30/2021 MARK DESCRIPTION DATE ed rights, including the copyright thereto. PROJECT N0: 20-100606 DRAWN BY: BH CHECKED BY: RF DRAWING TITLE: DEVELOPMENT PLAN A002U C I DEVELOPMENT CONTRACT DEEPHA VEN 3 (PC# 2021-045) THIS DEVELOPMENT CONTACT ("Contract") dated , 2022, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and DEEPHAVEN DEVELOPMENT LLC, a Minnesota limited liability company (the "Developer") 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for DEEPHA VEN 3 (referred to in this agreement as the "Plat" and the "Development") consisting of 6.97 acres. The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). The Developer is subdividing the Property into four buildable parcels for future commercial development in the B-4 Regional business District. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the Plat with the Wright County Recorder or Registrar of Titles within 365 days after the City Council approves the final Plat or the execution of this Contract, whichever occurs later. 219941v1 3. RIGHT TO PROCEED. Within the Plat or land to be platted, the Developer may not perform any work until Developer enters into a separate Development Contract and as applicable a Planned Unit Development Agreement for each individually platted lot. 4. PHASED DEVELOPMENT. This Development is not a phased development, but each lot will be developed in accordance with subsequent approvals and Development Agreements. 5. PRELIMINARY PLAT STATUS. Not applicable. 6. CHANGES IN OFFICIAL CONTROLS. Amendments to the City's Comprehensive Plan and official controls shall apply to and affect the use, development density, lot size, lot layout or dedications of the approved Plat unless excepted by state or federal law or agreed to in writing by the City and the Developer. 7. ZONING. Except as otherwise provided herein including Section 6 of this agreement, the Property shall be subject to the zoning regulations, requirements and standards of the B-4 District in effect at the time the final Plat is approved. 8. CONDITION FOR SUBSEQUENT APPROVALS. To be included in the Development Contract and as applicable Planned Unit Development Agreement for each platted lot. 9. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the Plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A — Plat Plan B — Final Grading, Drainage, and Erosion Control Plan Plan C — Sanitary Sewer and Watermain Plan 2 219941v1 Plan D — Civil Details Plan Plan E — Street and Storm Sewer Plan Plan F — Stormwater Management Plan Plan G — Utility Plan 10. IMPROVEMENTS. To be included in the Development Contract and Planned Unit Development Agreement for each platted lot. 11. DESIGN STANDARDS. To be included in the Development Contract and Planned Unit Development Agreement for each platted lot. 12. PERMITS. Not applicable. 13. DEWATERING. Not applicable. 14. TIME OF PERFORMANCE. To be included in the Development Contract and Planned Unit Development Agreement at the time of development for each platted lot. 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with the Plat. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which 3 219941v1 may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 17. GRADING PLAN AND CERTIFICATION. Grading plans for each platted lot will be reviewed at the time of development for each lot. 18. CLEAN UP. To be included in the Development Contract and Planned Unit Development Agreement for each platted lot. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 20. CITY PLANNING, LEGAL AND ADMINISTRATION. To be included in the Development Contract and as applicable the Planned Unit Development Agreement at the time of development for each platted lot. 4 219941v1 21. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. To be included in the Development Contract and as applicable the Planned Unit Development Agreement at time of development for each platted lot. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA TRUNK AREA CHARGE. To be included in the Development Contract and as applicable the Planned Unit Development Agreement for each platted lot. Trunk area charges shall be paid at prevailing rate at the time of Development Contract for each platted lot. 24. SANITARY SEWER TRUNK AREA CHARGE. To be included in the Development Contract and as applicable the Planned Unit Development Agreement for each platted lot. Trunk area charges shall be paid at prevailing rate at the time of Development Contract for each platted lot. 25. WATER MAIN AREA TRUNK CHARGE. To be included in the Development Contract and as applicable the Planned Unit Development Agreement for each platted lot. Trunk area charges shall be paid at prevailing rate at the time of Development Contract for each platted lot. 5 219941v1 26. PARK DEDICATION. To be included in the Development Contract and as applicable the Planned Unit Development Agreement for each platted lot. 27. LANDSCAPING. To be included in the Development Contract and as applicable the Planned Unit Development Agreement for each platted lot. 28. SPECIAL PROVISIONS. The following special provisions shall apply to Plat development: A. Implementation of the recommendations listed in the , 202 engineering report prepared by B. Implementation of the recommendations of Resolution No. PC 2022-001, for Preliminary plat approval, including the City Staff recommendation listed in Exhibit Z. C. Implementation of the recommendations of Resolution No. 2022-002, for approval of a Conditional Use Permit for Shared Access, including the conditions listed in Exhibit Z. The required shared access easement should correspond to the proposed shared driveway access along Cedar and Edmonson Avenue. The shared access configuration is proposed between Lots 1, 2 and 3, Block 1, Deephaven 3. A cross access easement is required between Lot 4, Block 1, Deephaven 3 and Lot 1, Block 1, Deephaven. D. As a condition of Preliminary and Final Plat approval, all proposed easements will be subject to the review and approval by the City Engineer. City Engineer. E. Lot access issues will be subject to review, recommendation and approval by the F. Pedestrian connections will be addressed in detail by the City as part of site and building plan review procedures. Pedestrian easement provisions will be required to connect from the plaza outlot to the public and residential areas of the plat of Deephaven as required by the Pointes at 6 219941v1 Cedar Small Area Plan. The Developer is required to submit a revises site plan detailing the plaza outlot connection within the plat. G. Development of the newly platted lots will be limited by the required drainage and utility easements, which are required along the perimeter, and as a requirement of the City Engineer. H. The Developer is required to reconstruct the west side of Edmonson Avenue to an urban section along the plat edge. Timing and design specifications of these improvements will be at the City Engineer's discretion and evaluation of the traffic study. The Developer shall commence and the improvement shall be substantially complete no later than October 1St, 2025. With the plat of Deephaven, the Developer has previously supplied a a Letter of Credit to guarantee the improvement and the maintenance of the security shall be an obligation of this agreement. I. Individual lot development for Lots 1 and 2, Block 1 within the plat are required to install a pathway facility consistent with the City's design standards for either bituminous trail or sidewalk, consistent with the City's Subdivision requirements for collector streets. J. Per the development contract for Deephaven, the developer shall receive a construction cost credit for the construction of the 10' bituminous pathway along the north line of Lot 1, Block 1, Deephaven 3. K. All lots within the plat shall be a party to a stormwater maintenance agreement and cross easement for stormwater purposes satisfactory to the City Engineer. L. Prior to City Council approval of the final Plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $1,200.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 4units at $300.00 per unit. The 7 219941v1 security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. M. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. N. Stormwater easements and stormwater maintenance agreements are required as directed by the City Engineer. 29. SUMMARY OF SECURITY REQUIREMENTS. To be included in the Development Contract and as applicable the Planned Unit Development Agreement for each platted lot. 30. SUMMARY OF CASH REQUIREMENTS. To be included in the Development Contract and as applicable the Planned Unit Development Agreement for each platted lot. 31. WARRANTY. To be included in the Development Contract and as applicable the Planned Unit Development Agreement for each platted lot. 32. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the Plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from Plat approval and development. The Developer shall indemnify the City and its officers, employees, and 219941v1 agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt Plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. 33. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty- eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 34. MISCELLANEOUS. A. The Developer represents to the City that the Plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the Plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the Plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. 9 219941v1 C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this Contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. 10 219941v1 H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the Plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. 11 219941v1 35. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Deephaven Development LLC Attention: Mark Buchholz, Manager 4379 33rd Avenue South, #121 Fargo, ND 58104 Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall 505 Walnut Street, Suite 1 Monticello, MN 55362 with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A. Grand Oak Office Center I 860 Blue Gentian Road, #290 Eagan, MN 55121. Remainder of page intentionally left blank. Signatures on the following pages. 12 219941v1 CITY OF MONTICELLO (SEAL) n STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2022, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 13 219941v1 DEVELOPER: DEEPHAVEN DEVELOPMENT LLC LOW STATE OF MINNESOTA ) ( ss. COUNTY OF 1 Its The foregoing instrument was acknowledged before me this day of , 2022, by , the of Deephaven Development LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 14 219941v1 EXHIBIT "A" Legal description Outlot A, Deephaven 2, Wright County, Minnesota PID 155-258-000020 15 219941v1 EXHIBIT `B" IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank) ,• b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at Address of Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. :• Its 16 219941v1 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, which mortgage is dated and recorded with the Wright County Recorder/Registrar of Titles as document number agrees that the Development Contract and Planned Unit Development Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of STATE OF ) ss. COUNTY OF 1 2022. Its The foregoing instrument was acknowledged before me this 2022, by the a Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ day of _ of on behalf of the [print name] [title] 17 219941vl FEE OWNER CONSENT TO DEVELOPMENT CONTRACT , a , fee owner of all or part of the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this day of 12022. Its STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2022, by , the a Minnesota Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ [print name] [title] day of , of on behalf of the entity. 18 219941vl CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: () Claims Made () Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES 19 219941v1 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence -OR- Combined Single Limit Policy Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On MM Authorized Insurance Representative 20 219941v1 CkTY (')F MonticeRo I-01P February 23, 2022 Re: Deephaven 3 City Project # 2021-045 OFFICE: 763-295-2711 FAX: 763-295-4404 505 Walnut Street Suite 1 I Monticello, MN 55362 The Engineering Department has reviewed the Preliminary Plat and access points drawing dated 2/21/22 as prepared by MBN Engineering, and KLD Surveying and offers the following comments: General Comments 1. Provide 12' drainage and utility easements along rear lot lines. 2. Provide drainage and utility easement for underground stormwater chambers in block 1. Easement was added to final plat, update preliminary with both Easement and asbuilt chamber location to verify easement encompasses final location. 3. Provide updated trail layout for Deephaven 1 and the future driveway along Edmonson at time of development. 4. A stormwater maintenance and cross utility agreement will be needed for each lot in Deephaven 3. 5. Provide cross access easements as needed. 6. 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 any construction. 7. A utility plan shall be provided showing the existing and proposed sanitary sewer, watermain and storm sewer serving the site at time when building plans are available for each lot. 8. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements when building plans are 9. Update stormsewer layout on preliminary plat, the stormsewer shown connecting to Deephaven 2 does not reflect the asbuilt conditions. 10. A more detailed review of the development plans will be completed when the applicant submits complete civil plans and a stormwater management report for each individual site. The City is not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. Please have the applicant provide a written response addressing the comments above. Please contact the Engineering Department with any questions. Sincerely, Ryan Melhouse Project Engineer www.ci.monticeIlo.mn.us (Reserved for recording) GRANT OF PERMANENT EASEMENT DEEPHAVEN DEVELOPMENT LLC, a Minnesota limited liability company and VALLEY VIEW TOWNHOMES, LLP, a Minnesota limited liability partnership, "Grantor", in consideration of One and No/100 Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF MONTICELLO, a municipal corporation organized under the laws of the State of Minnesota, Grantee, hereinafter referred to as the "City", its successors and assigns, a permanent easement for public pathway or trail purposes over, on, across, under and through the land situated in the County of Wright, State of Minnesota, as legally described on the attached Exhibit "A" and depicted on the attached Exhibit `B". INCLUDING the rights of the City, its contractors, agents, employees, and assigns, to enter upon the permanent easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said public pathway or trail over, across, on, under, and through the permanent easement premises, together with the right to grade, level, fill, drain, and excavate the permanent easement premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public pathway or trail. 173176 The above named Grantor, for itself, its successors and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee title of the above described easement premises; that it has the sole right to grant and convey the easements to the City; that there are no unrecorded interests in the easement premises; and that it will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantor hereto has signed this document this day of , 2022. The remaining portion of this page intentionally left blank 173176 GRANTOR: Deephaven Development LLC Mark Buchholz, Its President Valley View Townhomes, LLP RM STATE OF NORTH DAKOTA ) ) ss. COUNTY OF CASS ) Dale Buchholz, Its Partner The foregoing instrument was acknowledged before me this day of 2022, by Mark Buchholz, the President of Deephaven Development, LLC, a Minnesota limited liability company, on behalf of the limited liability company. Notary Public STATE OF NORTH DAKOTA ) ) ss. COUNTY OF CASS ) The foregoing instrument was acknowledged before me this day of 2022, by Dale Buchholz, the Partner of Valley View Townhomes, LLP, a Minnesota limited liability partnership, on behalf of the limited liability partnership. Notary Public 173176 DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 173176 EXHIBIT "A" TO GRANT OF PERMANENT EASEMENT Legal Description for Public Pathway or Trail A 30.00 foot wide perpetual easement for public pathway or trail purposes over and across part of Lot 1, Block 1, DEEPHAVEN, and over and across part of Lot 1, Block 1, DEEPHAVEN 3, all in Wright County, Minnesota, described as follows: That part of said Lot 1, Block 1, DEEPHAVEN lying westerly of a line distant 30.00 feet easterly of, as measured at a right angle to and parallel with the west line of said Lot 1, Block 1, DEEPHAVEN, and lying southerly of a curve concave to the south having a radius of 43.00 feet. Said west line of Lot 1, Block 1, DEEPHAVEN, and a curve distant 14.00 feet southerly of, as measured on a line radial to and being concentric with the north boundary of said Lot 1, Block 1, DEEPHAVEN 3, are tangent to said 43.00 foot radius curve. Together with that part of South 30.00 feet of the North 40.00 feet of said Lot 1, Block 1, DEEPHAVEN 3, together with that part of said Lot 1, Block 1, DEEPHAVEN 3, lying northeasterly of a curve concave to the southwest having a radius of 13.00 feet. The west line of said Lot 1, Block 1, DEEPHAVEN, and a curve distant 44.00 feet southerly of, as measured on a line radial to and being concentric with the north boundary of said Lot 1, Block 1, DEEPHAVEN 3, are tangent to said 43.00 foot radius curve. Excepting therefrom that part of said Lot 1, Block 1, DEEPHAVEN, and that part of said Lot 1, Block 1, DEEPHAVEN 3, lying northeasterly of a curve concave to the southwest having a radius of 43.00 feet. The east line of the West 30.00 feet of said Lot 1, Block 1, DEEPHAVEN, and a curve distant 44.00 feet southerly of, as measured on a line radial to and being concentric with the north boundary of said Lot 1, Block 1, DEEPHAVEN 3, are tangent to said 43.00 foot radius curve. 173176 k, / Narz h boundary or the South 30.GC feet of Me NarEb 44.00 feet of Lot 1, Rtock 1, DEEPHAVEN 3 South boundary of the West line of Noah 44.00 feet of wt 1, Blick I Lot 1. IlLack 1, mvpiAVEN I DEEPHAVEN 3 East Me of Lot 1, Block 1 --- 4 , EXHIBIT "B" TO GRANT OF PERMANENT EASEMENT North boundary Or 2 of LcA 1. block 1, DEEPHAVEN 3 ra ma. -1 O&RIUM *I�LE N FEET East tine of the West 30.00 f Eet of Lot 1, Block It DEEPRAVEN Traft/Pathway West I / ... - 5 ITre Of EasemenL Area Lx 1. mock I, Q'L-C-CK LZ1' I EXHIBIT DRAWING Tral[JPathway Easement West aw amm"Nob, E&X*r or %rtecf MMw,6ta UxwbW In Sxtbn 14, TowflOv 121 Kwth. Range 25 West WW= K -D"- Na, BIJCHC2103F 173176 DEEPHAVEN WeSt EIFV,- Of Lot 1 Block I, DEEPRAVEN South line of Lot 1 Mock 1, DEEPHAVEN --- 8 Tj_ East tine of the West 30.00 f Eet of Lot 1, Block It DEEPRAVEN Traft/Pathway West I / ... - 5 ITre Of EasemenL Area Lx 1. mock I, Q'L-C-CK LZ1' I EXHIBIT DRAWING Tral[JPathway Easement West aw amm"Nob, E&X*r or %rtecf MMw,6ta UxwbW In Sxtbn 14, TowflOv 121 Kwth. Range 25 West WW= K -D"- Na, BIJCHC2103F 173176 DEEPHAVEN WeSt EIFV,- Of Lot 1 Block I, DEEPRAVEN South line of Lot 1 Mock 1, DEEPHAVEN MORTGAGE HOLDER CONSENT TO EASEMENT Bank Forward, a North Dakota corporation, which holds a mortgage on all or part of the property more particularly described in the foregoing Grant of Easement, which mortgage is dated December 11, 2019, and recorded December 12, 2019, as Document No. A1413543 with the office of the County Recorder/Registrar for Wright County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consent, and is subject to the foregoing Grant of Easement. Bank Forward By: Its: By: Its: STATE OF NORTH DAKOTA ) ( ss. COUNTY OF CASS ) The foregoing instrument was acknowledged before me this 2022, by and and North Dakota corporation, on behalf of said corporation. Notary Public 173176 [print name] [print name] day of , , respectively the of Bank Forward, a City Council Agenda: 02/28/2022 2K. Consideration to adopting Resolution 2022-23 and Ordinance No. 770 for rezoning to Planned Unit Development, Final Stage Planned Unit Development and amendment to Planned Unit Development, Final Plat, and Development Contract for Twin Pines First Addition for Twin Pines Apartments. a 93 -unit multi-familv residential oroiect in a B-4 (Regional Business) District. Applicant: Kjellberg, Kent Prepared by: Meeting Date: ❑ Regular Agenda Item NAC, Community Development Director 2/28/2022 ® Consent Agenda Item Reviewed by: Approved by: Chief Building Official, Project Engineer, City Administrator Fire Marshal, Community & Economic Development Coordinator ACTION REQUESTED Decision 1: Rezoning to Planned Unit Development Motion to adopt Resolution No. 2022-23 and Ordinance No. 770 for rezoning of the proposed Lot 1, Block 1 of Twin Pines First Addition to the Twin Pines Planned Unit Development Rezoning action was recommended for approval 4-1 by the Planning Commission. Rezoning action occurs with the Final Plat and Final Stage PUD. Decision 2: Consideration of a recommendation for a Final Stage Planned Unit Development Motion to approve a Final Stage Planned Unit Development for the Twin Pines First Addition, a 93 -unit multi -family residential project, subject to the Conditions in Exhibit Z, and based on findings in Resolution No. 2022-24. Decision 3: Consideration to approve a Final Plat for Twin Pines and to approve the Twin Pines Development Contract Motion to approve the Final Plat of the Twin Pines First Addition and Twin Pines Frist Addition Development Contract, subject to the Conditions in Exhibit Z, and based on findings in Resolution No. 2022-25 and authorizing the Mayor and City Administrator to execute said Agreement, and further authorizing the Mayor and City Administrator to negotiate and specify final changes or amendments necessary to execute the intention of the City Council more fully with respect to the proposed project. REFERENCE AND BACKGROUND Property: PID: 155-221-000010 Legal: Outlot A, Monticello Business Center 6t" Addn. City Council Agenda: 02/28/2022 Planning Case Number: 2021-047 Deadline for Decision: January 7, 2021(60 -day deadline) March 8, 2021 (120 -day deadline) Land Use Designation: Commercial -Residential Flex Zoning Designation: B-4, Regional Business, Conditional Use Permit for Planned Unit Development Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Outlot as future phase of a Planned Unit Development (originally part of a commercial PUD) Surrounding Land Uses: North: Commercial East: Medium Density Residential South: Powerline Easement/Manufactured Home Park West: Commercial Project Description: The project consists of site and building improvements resulting in a 93 -unit multi -family residential development, four stories of units over an underground parking garage, surface parking, and private open space. ANALYSIS: At Final Stage PUD and Final Plat approval, the City Council is asked to consider whether the final plat and final stage PUD application submittals meet the intent and conditions assigned with the prior approvals, as well as the general requirements for planned unit development and subdivision. Staff has reviewed the revised plan submittals and outlined a series of conditions for final plat and PUD approval. Access. Lot 1, Block 1 gains its principal access through the proposed Outlot A. The plat and PUD are therefore conditioned on the cross -access (and parking) agreement proposed between this project and Outlot A, which surrounds the commercial office building and abuts the adjacent veterinary clinic. Lots. The project proposes a plat to convert the current Outlot A into a numbered lot and block for the development parcel, with an outlot remaining to serve the existing commercial office building and development lot. The approved preliminary plat drawing which illustrates the 2 City Council Agenda: 02/28/2022 replatting of Outlot A into a lot and block of approximately 2.5 acres and an outlot surrounding Lot 1, Block 1 of Monticello Business Center 5t" Addition. Grading, Drainage and Utilities. A public watermain and sanitary sewer lines extend through the existing and proposed Outlot A to serve the existing commercial buildings on Lot 1, Block 1, Monticello Business Center 5t" Addition and Lot 1, Block 1, Monticello 6t" Addition, as well as the proposed Lot 1, Block 1, Twin Pines First Addition. A drainage and utility easement is proposed to cover all of the proposed Outlot A. The applicant is required to execute an encroachment agreement for improvements lying over these improvements. Grading, drainage and utilities are further subject to the comment of the City Engineer per their letters of December 2 and February 22, 2022. Easements. In addition to the standard plat perimeter easements, the proposed development relies on a series of public and private easements as noted above and in the conditions of approval. The plat and PUD are conditioned on the execution and recording of easement documents related to the utilities, access and parking which are satisfactory to the City Attorney. The City Engineer's letter addresses these and other easement requirements. Final Stage PUD and Final Plat Plans - Conditions of Approval Analysis. The City Council approved the development stage PUD and preliminary plat on December 13, 2021, outlining a series of conditions related to the approval. The applicant has submitted a set of revised plans for review. While the applicant has addressed many of the preliminary plat and development stage conditions, there are remaining conditions to be verified or are ongoing. In review of the revised plans, it was also noted that the initial architectural elevations were inconsistent with the grading plans for the site, particularly on the east elevation. The applicant has provided a revised set of elevations which appear to be consistent with the grading plan. However, revised floor plans matching the elevations and grading plan plans are required as a condition of approval. An analysis of the conditions of approval for the preliminary plat and development stage PUD is also provided below. 1. Site plan additions are made per the staff report (primarily signage and sign monumentation) to reinforce the entry and circulation to the residential area. Complete. The applicant's revised plans detail a circular entrance drive of stamped colored concrete, with clear pedestrian crosswalks and entrance monumentation. 3 City Council Agenda: 02/28/2022 2. The Preliminary and Final Plat are found consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed-use Outlot A area are addressed. Applicable and ongoing. The final plat now illustrates the majority of the required drainage and utility easements. As a condition of approval, the applicant is required to provide the remaining required easements noted by the City engineer and provide the stormwater, cross -access and parking agreements necessary to support the development. These agreements shall be subject to the review and comment of the City Engineer and City Attorney. Of particular note is the required agreement for cross access and parking, as the proposed lot and existing Lot 1, Block 1, Monticello Business Center 5t" Addition and Lot 1, Block of Monticello Business Center 6t" Addition will gain access through the proposed Outlot A. 3. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. See Condition #2 above and the City Engineer's comment letter, dated February 23, 2022. 4. The applicant is required to supply a cross -parking agreement with the adjacent office building over Outlot A. Submittal of association and/or common area easement documents is required. The documents shall be subject to the review and comment of the City Attorney. Applicable and ongoing. See condition #2 above. 5. Each of the underground parking spaces are included in the rent set for specific units. Applicable and included within the development contract. 6. The property owner shall submit the required petition for vacation of drainage and utility easements over Outlot A, to be re-established on the plat per the City Engineer's direction. Complete. The vacation is contingent on recording of the final plat. 7. The approved PUD provides attached or internal trash handling, rather than the detached trash enclosure area per a revised building plan and narrative. Requires verification; ongoing. 8. The landscaping plan is revised consistent with any changes to the site plan to maintain plant quantities and buffering. Complete. The developer is required to provide estimates for landscaping installation for security per the development agreement. 9. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site, including directional signage related to discouraging traffic through the veterinary office building to the west. A pavement marking and directional signage plan is required to meet this condition. 4 City Council Agenda: 02/28/2022 10. The grading and drainage plans are revised to preserve usable patio and green space in the south courtyard, rather than being sloped or utilized for stormwater retention. Revised. The rear patio maintains a level and usable slope. 11. The site plan is revised to comply with the comments of the fire department staff for code compliance, circulation and public safety aspects. Complete. 12. The applicant shall prepare and submit signage plans that incorporate existing signage, provide for consolidated entrance monument signage and avoid additional freestanding sign displays. Ongoing. Modified condition listed in Exhibit Z. 13. The applicant shall prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. Ongoing; photometrics required at building permit to comply with ordinance. 14. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 2, 2021. The applicant has provided revised plans and a response letter. The City Engineer's office has reviewed the revised plans and provided a subsequent comment letter. 15. The applicant enters into a PUD and Plat development agreement at the time of final plat. Condition of final plat and final stage PUD approval. 16. The applicant complies with additional conditions as recommended by other City staff and Planning Commission. None. Park Dedication As a residential subdivision, the development is subject to park dedication requirements. The PARC Commission met on January 27, 2022 to provide a recommendation on dedication requirements for the new application. The PARC has recommended a cash -in -lieu dedication, which is reflected in the development agreement for the project. Under State Statute 462.358, with platting or replatting, the City has the option of either requiring a land dedication for park, or the City can collect park dedication fees for purchase of park land at another location — referred to as "cash in lieu." The Park, Arts, & Recreation Commission's consideration is related to a recommendation for this allocation. Under Minnesota statutes, the City may set this fee to be equal to the value of raw land no later than at the time of final plat — this is the value of raw land that is immediately developable but is not yet actually developed. Currently, only residential plat projects are subject to park 5 City Council Agenda: 02/28/2022 dedication in Monticello. Dedication is currently set at 11% of the land or cash -in -lieu equivalent. An amount equivalent to the 11% is provided for in the agreement. Development Agreement A development agreement for the Twin Pines First Addition has been prepared for Council approval and is a condition of the final plat approval. The development agreement outlines the terms and conditions required for plat and PUD development. While the public utilities within the plat are limited, the agreement does provide for the security of the public watermain. The storm sewer, parking lot lighting and individual water and sanitary sewer services are privately owned and maintained. Other securities for site grading and landscaping are provided, along with required trunk area utility charges and applicable park dedication charges. The applicant is in process of verifying the engineer's estimate for the watermain improvements and landscaping, which will be reflected in the securities and escrows in the highlighted areas of the agreement. The development agreement further reiterates the conditions of approval related to cross access and parking for the development. I. Budget Impact: The applicant has submitted a fee and escrow to cover the expenses associated with the request. Staff Workload Impact: Limited to review and preparation of the staff reports. III. Comprehensive Plan Impact: The Monticello 2040 Plan guides the site for a mix of commercial and residential uses. STAFF RECOMMENDED ACTION With the proposed conditions identified in Exhibit Z, staff believes that the application is consistent with the prior City approvals. The applicant has worked to address the conditions of the prior approvals with the most recent submittal. Staff therefore recommends approval of the rezoning, final plat and final stage PUD. The proposed residential use represents a transition between the medium -density townhome development to the east, the manufactured home neighborhood to the south and the retail to the west. Further, staff would continue to support direction of commercial activity to other appropriately guided and zoned locations in the community, including along The Pointes and Cedar, along 1-94 and in downtown Monticello. SUPPORTING DATA A. Ordinance No. 770, DRAFT 0 B. C. D. E. F. G. H. 1. J. K. L. M N. O. P. Z. Resolution 2022-23, Rezoning to PUD Resolution 2022-25, Final Plat Resolution 2022-24, Final Stage PUD Planning Commission Resolution 2021-047 Aerial Image Project Narrative and Revised Narrative Revised Preliminary Plat Final Plat Site & Civil Plans Floor/Parking Plans Revised Building Elevations Plan Response Letter City Engineer's Letter, dated February 22, 2022 Fire Marshal's Letter, dated February 24, 2022 Development Agreement, Twin Pines First Addition Conditions of Approval 7 City Council Agenda: 02/28/2022 City Council Agenda: 02/28/2022 EXHIBIT Z Conditions of Approval Twin Pines First Addition Final Stage PUD, Final Plat 1. Rezoning of Outlot A, Monticello Business Center 61" Addition to Twin Pines PUD is contingent on approval and recording of the Final Plat and development contract of Twin Pines First Addition, and approval of the Final Stage PUD for Twin Pines First Addition with conditions as assigned. 2. The Final Plat for Twin Pines First Addition is contingent on the approval of the rezoning and Final Stage PUD for the Twin Pines PUD District with conditions as assigned. 3. The Preliminary and Final Plat are found consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed-use Outlot A area are addressed to the satisfaction of the City Attorney. 4. The applicant is required to supply a cross -parking agreement with the adjacent office building over Outlot A. Submittal of association and/or common area easement documents is required. The documents shall be subject to the review and comment of the City Attorney. 5. The applicant executes and records into a PUD and Plat development agreement at the time of final plat. 6. An encroachment agreement for development encroachments within the easterly drainage and utility easement, for the entrance monument area and Outlot A shall be executed and recorded. 7. A stormwater maintenance and easement agreement will also be required as a condition of plat approval and is shall be subject to the review and comment of the city Engineer and City Attorney. 8. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. 9. Each of the underground parking spaces are included in the rent set for specific units. 10. Vacation of the drainage and utility easements over Outlot A are to be re-established on the plat per the City Engineer's direction and such vacation shall be contingent on recording of the final plat of Twin Pines First Addition. 11. The applicant verify attached or internal trash handling. 12. Elevations and floor plans shall be revised to be consistent with grading plans, carrying approved and consistent materials through to all exposed elevations. 0 City Council Agenda: 02/28/2022 13. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site, including directional signage related to discouraging traffic through the veterinary office building to the west. 14. The site plan is revised to comply with the comments of the fire department staff for code compliance, circulation and public safety aspects, including the comment letter dated February 24th, 2022. 15. The applicant provide a plan for consolidated entrance monument signage and avoid additional freestanding sign displays. 16. The applicant prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. 17. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 2nd, 2021 and February 22nd, 2022 18. The applicant complies with additional conditions as recommended by other City staff or City Council. 0 ORDINANCE NO. 770 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE TWIN PINES PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B-4, REGIONAL BUSINESS DISTRICT TO TWIN PINES PUD, PLANNED UNIT DEVELOPMENT: LOT 1 BLOCK 1; TWIN PINES ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: U Twin Pines PUD District (a) Purpose. The purpose of the Twin Pines PUD District is to provide for the development of certain real estate subject to the District for multiple family residential land uses. (b) Permitted Uses. Permitted principal uses in the Twin Pines PUD District shall be multiple family residential uses as found in the R-4, Medium -High Density Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated , 2022, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Twin Pines PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-4, Medium -High Density Residential District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner ORDINANCE NO. 770 of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-4, Regional Business District to Twin Pines PUD District, Planned Unit Development: Lot 1, Block 1, Twin Pines Addition Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of , 2022 ATTEST: Rachel Leonard, Administrator AYES: NAYS: Lloyd Hilgart, Mayor 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-23 A RESOLUTION OF THE MONTICELLO CITY COUNCIL ADOPTING AN AMENDMENT TO THE MONTICELLO ZONING ORDINANCE ESTABLISHING THE "TWIN PINES PUD DISTRICT", AND REZONING A PARCEL FROM B-4, REGIONAL BUSINESS TO TWIN PINES PUD DISRICT WHEREAS, the applicant seeks to replat and develop an outlot to create a multifamily residential development and parking and access; and WHEREAS, the is consistent with the land use designation for a portion of the property as Commercial -Residential Flex, and the applicant seeks to rezone the land consistent with the proposed plat; and WHEREAS, the PUD rezoning accompanies requests to plat and develop the parcel; and WHEREAS, subject to approvals for the land use and plat actions, the proposed PUD zoning is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed amendment is consistent with the requirements of the PUD zoning regulations, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on December 71h, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The zoning amendment provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of multifamily and commercial uses in appropriate locations. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-23 The proposed improvements on the site under the development plans are consistent with the needs of the land uses in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The development plan proposed with the amendment is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The amendment provides an opportunity to support mixed uses that will facilitate a variety of land uses in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Rezoning Ordinance for "Twin Pines First Addition", Ordinance No. 770, subject to approval of the final stage PUD and final plat approval. ADOPTED this 28th day of February, 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL 2 Lloyd Hllgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-25 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A FINAL PLAT AND DEVELOPMENT CONTRACT FOR THE TWIN PINES FIRST ADDITION, A MULTIPLE FAMILY RESIDENTIAL SUBDVISION WHEREAS, the applicant seeks to subdivide and develop a previously platted outlot to create a multifamily residential development and an outlot for shared accessory commercial uses, including parking and access; and WHEREAS, the applicant has submitted requests to rezone the land consistent with the proposed plat to a PUD zoning district; and WHEREAS, the site is guided for mixed uses under the label Commercial and Residential Flex in the City's Comprehensive Plan; and WHEREAS, the proposed Plat, along with the companion PUD, are consistent with the long-term use and development of the property for commercial and residential uses; and WHEREAS, the plat will comply with the required policies and requirements of the Subdivision Ordinance, contingent on conditions noted in this resolution and upcoming Final Plat review comments specifically including those related to common access; and WHEREAS, the Planning Commission held a public hearing on December 7th, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission recommended approval of the Preliminary Plat subject to a series of conditions; and WHEREAS, the City Council of the City of Monticello approved the Preliminary Plat on December 13, 2021 after having considered all of the comments and the staff report of December 13, 2021, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello has considered all comments and the staff report of February 28, 2022; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-25 The Plat provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the Final Plat are consistent with the needs of the development in this location as parcels in the area. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The Plat provides an opportunity to support development that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Final Plat for Twin Pines First Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Rezoning of Outlot A, Monticello Business Center 6t" Addition to Twin Pines PUD is contingent on approval and recording of the Final Plat and development contract of Twin Pines First Addition, and approval of the Final Stage PUD for Twin Pines First Addition with conditions as assigned. 2. The Final Plat for Twin Pines First Addition is contingent on the approval of the rezoning and Final Stage PUD for the Twin Pines PUD District with conditions as assigned. 3. The Preliminary and Final Plat are found consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed-use Outlot A area are addressed to the satisfaction of the City Attorney. 4. The applicant is required to supply a cross -parking agreement with the adjacent office building over Outlot A. Submittal of association and/or common area easement documents is required. The documents shall be subject to the review and comment of the City Attorney. 5. The applicant executes and records into a PUD and Plat development agreement at the time of final plat. 6. An encroachment agreement for development encroachments within the easterly drainage and utility easement, for the entrance monument area and Outlot A shall be executed and recorded. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-25 7. A stormwater maintenance and easement agreement will also be required as a condition of plat approval and is shall be subject to the review and comment of the City Engineer and City Attorney. 8. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. 9. Each of the underground parking spaces are included in the rent set for specific units. 10. Vacation of the drainage and utility easements over Outlot A are to be re- established on the plat per the City Engineer's direction and such vacation shall be contingent on recording of the final plat of Twin Pines First Addition. 11. The applicant verify attached or internal trash handling. 12. Elevations and floor plans shall be revised to be consistent with grading plans, carrying approved and consistent materials through to all exposed elevations. 13. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site, including directional signage related to discouraging traffic through the veterinary office building to the west. 14. The site plan is revised to comply with the comments of the fire department staff for code compliance, circulation and public safety aspects, including the comment letter dated February 24, 2022. 15. The applicant provide a plan for consolidated entrance monument signage and avoid additional freestanding sign displays. 16. The applicant prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. 17. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 2, 2021 and February 22, 2022 18. The applicant complies with additional conditions as recommended by other City staff or City Council. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract and Planned Unit Development and for "Twin Pines First Addition" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-25 ADOPTED this 28th day of February 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL A m Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-24 APPROVING A FINAL STAGE PLANNED UNIT DEVELOPMENT (PUD) FOR THE TWIN PINES ADDITION PUD DISTRICT WHEREAS, the applicant seeks to subdivide and develop a previously platted outlot to create a multifamily residential development and an outlot for shared accessory commercial uses, including parking and access; and WHEREAS, the previously platted outlot is within a previously approved Planned Unit Development for Monticello Business Center 5t" Addition which provides for shared and common access and parking; and WHEREAS, the applicant has submitted requests to rezone the land consistent with the proposed plat to a PUD zoning district; and WHEREAS, the PUD rezoning incorporates a request for PUD Final Stage review and approval; and WHEREAS, subject to approvals for the plat actions and conditions of approval, the proposed Final Stage PUD is consistent with the long-term use and development of the property for commercial and residential flex uses; and WHEREAS, the proposed Final Stage PUD is consistent with the requirements of the proposed zoning, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the City Council of the City of Monticello has considered all of the comments and the staff report of December 13, 2021, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the approval: The PUD provides an effective means of furthering the intent of the Comprehensive Plan designation of the site as Commercial -Residential Flex by providing for the development of multifamily and commercial uses in appropriate locations. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-24 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The PUD is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The PUD provides an opportunity to support district -wide and common improvements that will facilitate a variety of land uses and public spaces in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Final Stage PUD for the Twin Pines Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Rezoning of Outlot A, Monticello Business Center 61h Addition to Twin Pines PUD is contingent on approval and recording of the Final Plat and development contract of Twin Pines First Addition, and approval of the Final Stage PUD for Twin Pines First Addition with conditions as assigned. 2. The Final Plat for Twin Pines First Addition is contingent on the approval of the rezoning and Final Stage PUD for the Twin Pines PUD District with conditions as assigned. 3. The Preliminary and Final Plat are found consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed-use Outlot A area are addressed to the satisfaction of the City Attorney. 4. The applicant is required to supply a cross -parking agreement with the adjacent office building over Outlot A. Submittal of association and/or common area easement documents is required. The documents shall be subject to the review and comment of the City Attorney. 5. The applicant executes and records into a PUD and Plat development agreement at the time of final plat. 6. An encroachment agreement for development encroachments within the easterly drainage and utility easement, for the entrance monument area and Outlot A shall be executed and recorded. 7. A stormwater maintenance and easement agreement will also be required as a condition of plat approval and is shall be subject to the review and comment of the city Engineer and City Attorney. 8. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-24 9. Each of the underground parking spaces are included in the rent set for specific units. 10. Vacation of the drainage and utility easements over Outlot A are to be re- established on the plat per the City Engineer's direction and such vacation shall be contingent on recording of the final plat of Twin Pines First Addition. 11. The applicant verify attached or internal trash handling. 12. Elevations and floor plans shall be revised to be consistent with grading plans, carrying approved and consistent materials through to all exposed elevations. 13. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site, including directional signage related to discouraging traffic through the veterinary office building to the west. 14. The site plan is revised to comply with the comments of the fire department staff for code compliance, circulation and public safety aspects, including the comment letter dated February 24, 2022. 15. The applicant provide a plan for consolidated entrance monument signage and avoid additional freestanding sign displays. 16. The applicant prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. 17. The applicant provides amended plans consistent with the requirements of the City Engineer's letter, dated December 2, 2021 and February 22, 2022 18. The applicant complies with additional conditions as recommended by other City staff or City Council. ADOPTED this 28th day of February, 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL la 3 Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-047 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE MONTICELLO ZONING ORDINANCE ESTABLISHING THE "TWIN PINES PUD DISTRICT", AND REZONING A PARCEL FROM B-4, REGIONAL BUSINESS TO TWIN PINES PUD DISRICT WHEREAS, the applicant seeks to replat and develop an outlot to create a multifamily residential development and parking and access; and WHEREAS, the is consistent with the land use designation for a portion of the property as Commercial -Residential Flex, and the applicant seeks to rezone the land consistent with the proposed plat; and WHEREAS, the PUD rezoning accompanies requests to plat and develop the parcel; and WHEREAS, subject to approvals for the land use and plat actions, the proposed PUD zoning is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed amendment is consistent with the requirements of the PUD zoning regulations, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on December 7t", 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The zoning amendment provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of multifamily and commercial uses in appropriate locations. 2. The proposed improvements on the site under the development plans are consistent with the needs of the land uses in this location. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-047 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The development plan proposed with the amendment is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The amendment provides an opportunity to support mixed uses that will facilitate a variety of land uses in the immediate area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the PUD zoning ordinance and rezones the subject property to the Twin Pines PUD District. ADOPTED this 7t" day of December, 2021, by the Planning Commission of the City of Monticello, Minnesota. MONTICL-LQ PLANNING COMMISSION By: ATTEST: PauIR`bnsor, Chair Angela Schuronn/C�mmunity Development Director 2 Request for Rezoning to PUD, Development Stage PUD and Preliminary Plat Outlot A, Monticello Business Center 6th Addition 1155221000010 1 182 ft�ftt r I d mow• ST Created by: City of Monticello !'FIRM OROUN� architecture I planning I interior design "Your well-built project begins and endures on Firm Ground" November 19, 2021 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite Monticello, MN 55362 Dear Angela, For your review are Firm Ground's application items for the property described in the attached Land Use Application form. These responses have been reviewed and updated from the applicant's first PUD Development Stage submission from November of 2019. • A listing of contact information including name(s), address(es) and phone number(s) of: the owner of record, authorized agents or representatives, engineer, surveyor, and any other relevant associates Owner of record: Kent Kjellberg 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-295-2931 Email: Kiellbergspark&gmail.com Owner's Development Consultant: Christopher Haas 2680 Sneling Ave N, Suite 100 Roseville, MN 55113 Phone: 612-810-4227 Email: c.haasgkwcommercial.com Owner's representative (Architect) Tom Wasmoen 275 Market Street, Suite 368 Minneapolis, MN 55405 Phone: 612-819-1835 Email: twasmoen(cfirmgroundae.com Civil Engineer & Surveyor Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design Civil Site Group Patrick Sarver 4934 W. 35th Street, Suite 200 St. Louis Park, MN 55416 Phone: 612-615-0060 Email: psarver(ccivilsitegroup.com A listing of the following site data: Address, current zoning, parcel size in acres and square feet and current legal description(s); o Address: site does not have a street address; it is located on School Boulevard immediately east of the Walmart located at 9320 Cedar Street. The Parcel ID is 155221000010 o Current zoning: B-4 o Parcel size: 152,151.33 square feet, 3.49 acres o Current partial legal description: Sect -14 Twp -121 Range -025 MONTICELLO BUSINESS CENTER 6TH OUTLOT A • A narrative explaining the applicant's proposed objectives for the PUD amendment, and public values that the applicant believes may be achieved by the project The applicant seeks to build a 93 -unit apartment building that offers a modern, comfortable and convenient lifestyle for renters in Monticello. With the consistently full occupancy of the nearby Monticello Crossings, we believe that another multi family development of this scale would be a benefit to the community as another distinctive living option. We are proposing a mix of studios, I bedroom, 2 -bedroom and 3 -bedroom units. Most units will either be 1 bedroom or 2 bedrooms. Main access to the building will occur at the main entrance under a covered drop off that faces north. This is accessed from a driveway from School Boulevard to the north that also serves the existing businesses in the parcels on the interior borders of the property in question. A green space will project north from this covered drop off that will give the building an enhanced sense of arrival. The site access between these two parcels (one of which is also owned by Mr. Kjellberg) and the proposed development will be designed to maximize ease of access and efficiency. Ramp access to the below grade parking level is located on the eastern half of the building while surface parking will be provided in front of the building. Pedestrian pathways will be provided across the site to connect all the Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design entrances as well as outdoor amenity space. This site design will facilitate a distinguished and attractive living destination while also accommodating and strengthening the adjacent businesses. The design intent of the new building is to apply the latest technology, materials and trends in lifestyle housing in an appealing combination that will capture a certain timelessness and be fresh and attractive for years to come. Materials will be selected for their durability, constructability and textural appeal. A combination of brick, glass, and fiber cement siding will create an interesting fagade and low maintenance exterior finishes. The proposed material palette is both contemporary and dignified. Dark grey brick and rhythmic white paneling are accented by areas of the warmer sandstone -textured fiber cement and sleek vertical ribbed fiber cement. It is important to create a dynamic and balanced facade with the way in which the materials accent each other. The proposed site plan aims to create a sense of arrival and entry while minimizing the impact on the existing businesses and parking lots. The specialty pavement radius and signage/landscape feature at the north end of the parcel will create an efficient and safe means of navigating to the businesses and apartment building. The center of the radius carries the potential of establishing an attractive and dignified arrival to the development. This sense of entry is reinforced with the canopy over the main pedestrian entrance to the proposed building. Overall, this site plan minimizes wasteful and costly demolition of the existing pavement on site, creates a compact surface parking lot dedicated to residents and facilitates ample space for a surface pond feature at the southern low point of the site for stormwater. We believe this layout reinforces the destination of an attractive, modern building while also proving highly practical and responsible. 93 units in the project allow us to dedicate space to a club room and lounge for social activities to support the creation of a sense of community. These rooms will provide comfy and cozy space, filled with natural light and a hearth to create a focal point and sense of place. The mailboxes will be incorporated into the area to further create opportunities for spontaneous social interactions and tables, chairs and a coffee server will be located in this area to give people a reason to tarry in the space a bit longer and enjoy the company of their neighbors. Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design Exterior space will include a patio with built in BBQ grills, trellis or other space defining elements that make the patio both attractive and useful. This space is envisioned as another bustling social gathering space for residents and friends to unwind and relax with one another. With an attractive contemporary building and units design, this proposed project has the potential to be a popular addition to Monticello's renter housing market. We believe it will enhance Monticello's businesses by attracting younger renters and families to the community who seek modern housing amenities in a growing and charming community near the Twin Cities. • A listing of general information including the number of proposed residential units, commercial and industrial land uses by category of use, public use areas including a description of proposed use, and any other land use proposed as part of the PUD o 93 proposed residential uses o The sole proposed use for this site is the 93 unit apartment building with associated resident amenities and parking. We are also proposing re -calibrating parking for the existing businesses on the north part of the land to work concurrently with our site circulation and access as shown in our Civil plans. • Calculation of the proposed density of the project and the potential density under standard zoning regulations, including both gross density and net density, accounting for developable and undevelopable land. Undevelopable land shall include all wetlands, floodplains, sensitive ecological areas identified in the Natural Resource Inventory, slopes greater than 18%, poor soils and areas of concentrated woodlands o While a survey or soil borings has not yet been completed at this stage, we do not anticipate any undevelopable land on the parcel o The survey calculates a parcel area of 3.49 acres, with which our proposed 93 units provides a unit density of 26.65 units/acre, which doe exceed the R-4 maximum density of 25. We are seeking flexibility to allow this additional unit/acre ratio. • Outline a conceptual development schedule indicating the approximate date when construction of the project, or stages of the same, can be expected to begin and be completed (including the proposed phasing of construction of public improvements and recreational and common space areas) Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design o Ideally, we'd be targeting an early spring (2022) construction start assuming final City approvals and final plat happen at the January and February City Council meetings. Typically for a project of this size, we'd expect a 12 month construction timeframe. • A listing of the areas of flexibility from the standard zoning sought through the use of PUD design. o Following the R-4 zoning standards, we believe we will meet building setback and design standards. We'd be seeking flexibility with regards to the density as discussed above, as well as the parking standards. We have proposed 93 units in order to maximize the economics of a multi -family building at this site. Similar to our 2019 PUD application, we would not be able to achieve the parking requirement of 2.25 stalls/unit and are seeking flexibility to provide 1 stall per bedroom instead. o We would be seeking flexibility regarding roof design- it is our understanding that a pitched 5:12 roof is required. To achieve the aesthetic we have envisioned, we would ask for flexibility to have a flat roof with parapets. Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com !'FIRM OROUN� architecture I planning I interior design "Your well-built project begins and endures on Firm Ground" November 19, 2021 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite Monticello, MN 55362 Dear Angela, For your review are Firm Ground's application items for the property described in the attached Land Use Application form. These responses have been reviewed and updated from the applicant's first PUD Development Stage submission from November of 2019. • A listing of contact information including name(s), address(es) and phone number(s) of: the owner of record, authorized agents or representatives, engineer, surveyor, and any other relevant associates Owner of record: Kent Kjellberg 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-295-2931 Email: Kiellbergspark&gmail.com Owner's Development Consultant: Christopher Haas 2680 Sneling Ave N, Suite 100 Roseville, MN 55113 Phone: 612-810-4227 Email: c.haasgkwcommercial.com Owner's representative (Architect) Tom Wasmoen 275 Market Street, Suite 368 Minneapolis, MN 55405 Phone: 612-819-1835 Email: twasmoen(cfirmgroundae.com Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design Civil Engineer & Surveyor Civil Site Group Patrick Sarver 4934 W. 35th Street, Suite 200 St. Louis Park, MN 55416 Phone: 612-615-0060 Email: psarver&civilsitegroup.com A listing of the following site data: Address, current zoning, parcel size in acres and square feet and current legal description(s); o Address: site does not have a street address; it is located on School Boulevard immediately east of the Walmart located at 9320 Cedar Street. The Parcel ID is 155221000010 o Current zoning: B-4 o Parcel size: 152,151.33 square feet, 3.49 acres o Current partial legal description: Sect -14 Twp -121 Range -025 MONTICELLO BUSINESS CENTER 6TH OUTLOT A • A narrative explaining the applicant's proposed objectives for the PUD amendment, and public values that the applicant believes may be achieved by the project The applicant seeks to build a 93 -unit apartment building that offers a modern, comfortable and convenient lifestyle for renters in Monticello. With the consistently full occupancy of the nearby Monticello Crossings, we believe that another multi family development of this scale would be a benefit to the community as another distinctive living option. We are proposing a mix of studios, 1 bedroom, 2 -bedroom and 3 -bedroom units. Most units will either be 1 bedroom or 2 bedrooms. Main access to the building will occur at the main entrance under a covered drop off that faces north. This is accessed from a driveway from School Boulevard to the north that also serves the existing businesses in the parcels on the interior borders of the property in question. A green space will project north from this covered drop off that will give the building an enhanced sense of arrival. The site access between these two parcels (one of which is also owned by Mr. Kjellberg) and the proposed development will be designed to maximize ease of access and efficiency. Ramp access to the below grade parking level is located on the eastern half of the building while surface parking will be provided in front of the building. Pedestrian pathways will be provided across the site to connect all the Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design entrances as well as outdoor amenity space. This site design will facilitate a distinguished and attractive living destination while also accommodating and strengthening the adjacent businesses. The design intent of the new building is to apply the latest technology, materials and trends in lifestyle housing in an appealing combination that will capture a certain timelessness and be fresh and attractive for years to come. Materials will be selected for their durability, constructability and textural appeal. A combination of brick, glass, and fiber cement siding will create an interesting fagade and low maintenance exterior finishes. The proposed material palette is both contemporary and dignified. Dark grey brick and rhythmic white paneling are accented by areas of the warmer sandstone -textured fiber cement and sleek vertical ribbed fiber cement. It is important to create a dynamic and balanced facade with the way in which the materials accent each other. The proposed site plan aims to create a sense of arrival and entry while minimizing the impact on the existing businesses and parking lots. The specialty pavement radius and signage/landscape feature at the north end of the parcel will create an efficient and safe means of navigating to the businesses and apartment building. The center of the radius carries the potential of establishing an attractive and dignified arrival to the development. This sense of entry is reinforced with the canopy over the main pedestrian entrance to the proposed building. Overall, this site plan minimizes wasteful and costly demolition of the existing pavement on site, creates a compact surface parking lot dedicated to residents and facilitates ample space for a surface pond feature at the southern low point of the site for stormwater. We believe this layout reinforces the destination of an attractive, modern building while also proving highly practical and responsible. 93 units in the project allow us to dedicate space to a club room and lounge for social activities to support the creation of a sense of community. These rooms will provide comfy and cozy space, filled with natural light and a hearth to create a focal point and sense of place. The mailboxes will be incorporated into the area to further create opportunities for spontaneous social interactions and tables, chairs and a coffee server will be located in this area to give people a reason to tarry in the space a bit longer and enjoy the company of their neighbors. Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design Exterior space will include a patio with built in BBQ grills, trellis or other space defining elements that make the patio both attractive and useful. This space is envisioned as another bustling social gathering space for residents and friends to unwind and relax with one another. With an attractive contemporary building and units design, this proposed project has the potential to be a popular addition to Monticello's renter housing market. We believe it will enhance Monticello's businesses by attracting younger renters and families to the community who seek modern housing amenities in a growing and charming community near the Twin Cities. <<Additions to narrative, December 2, 2021» Furthermore, City staff has requested some clarification to be included in this narrative regarding some site design elements, which are described here. On the northeast portion of the developed area, there is a trash enclosure indicated south of the Kjellberg Office Building. This trash enclosure is solely for that existing office building- it is indicated on the removals plan as being relocated to accommodate our new site circulation for access to the apartment building. This trash enclosure will be built to match its existing state. The proposed apartment building has two dedicated trash rooms for its residents: one on the first floor and one in the parking garage level. Staff has also requested, in writing, confirmation that the property lines as shown on the civil plans and plat documents will not change. The plat document proposes official and binding property lines if approved, so this text is meant to serve as further written confirmation of that fact that they will not move. Finally, please note on the submitted civil site plan that there is a "No Entry" sign located on the west side of the curved stamped pavement area between the apartment development and existing veterinarian office to discourage residents from using that parking lot for site circulation. <<End of additions to narrative>> • A listing of general information including the number of proposed residential units, commercial and industrial land uses by category of use, public use areas including a description of proposed use, and any other land use proposed as part of the PUD Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design o 93 proposed residential uses o The sole proposed use for this site is the 93 unit apartment building with associated resident amenities and parking. We are also proposing re -calibrating parking for the existing businesses on the north part of the land to work concurrently with our site circulation and access as shown in our Civil plans. • Calculation of the proposed density of the project and the potential density under standard zoning regulations, including both gross density and net density, accounting for developable and undevelopable land. Undevelopable land shall include all wetlands, floodplains, sensitive ecological areas identified in the Natural Resource Inventory, slopes greater than 18%, poor soils and areas of concentrated woodlands o While a survey or soil borings has not yet been completed at this stage, we do not anticipate any undevelopable land on the parcel o The survey calculates a parcel area of 3.49 acres, with which our proposed 93 units provides a unit density of 26.65 units/acre, which doe exceed the R-4 maximum density of 25. We are seeking flexibility to allow this additional unit/acre ratio. • Outline a conceptual development schedule indicating the approximate date when construction of the project, or stages of the same, can be expected to begin and be completed (including the proposed phasing of construction of public improvements and recreational and common space areas) o Ideally, we'd be targeting an early spring (2022) construction start assuming final City approvals and final plat happen at the January and February City Council meetings. Typically for a project of this size, we'd expect a 12 month construction timeframe. • A listing of the areas of flexibility from the standard zoning sought through the use of PUD design. o Following the R-4 zoning standards, we believe we will meet building setback and design standards. We'd be seeking flexibility with regards to the density as discussed above, as well as the parking standards. We have proposed 93 units in order to maximize the economics of a multi -family building at this site. Similar to our 2019 PUD application, we would not be able to achieve the parking requirement of 2.25 stalls/unit and are seeking flexibility to provide 1 stall per bedroom instead. Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com rkFIRM GROUND architecture I planning I interior design o We would be seeking flexibility regarding roof design- it is our understanding that a pitched 5:12 roof is required. To achieve the aesthetic we have envisioned, we would ask for flexibility to have a flat roof with parapets. Firm Ground Architects 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com PRELIMINARY PLAT: TWIN PINES FIRST ADDITION \, / �9 I \/I ♦ 11 i \VI I I ♦ / L - g60 \ r1 I I /\ I 1\I ♦• �/ �/ \96492 �� �66— F t' L- 1 S33 �\` \ ♦ / I- - RiM6 mss 49l X03 x\9659 S2 1 6 C8\C�'Z2% 9 � o\Tc,96s 65 S%Z oQ '4 4 �� l nom/ TCS E 66 \ ' `, Z y2 43, 1 c 4,603 Q,QQ 6 I/2 96, 96658 n Irryn Pipe A 28 01 TC<gs G'gS�lnv=933951 7 96617 \_v�46/ / (`COrryeY Falls . - on�ole No �n / / I t ^ / / O' • ��o / or Se menr Found 'C=96323 t _ 'R U 4. � , )CU_962 83 A0 96&61 e6 5 / ' yhy _ 1 / Cb \�S <�\ a �� '9Drainage a and Utility/ et W. < T / I �' \S62s�o t,Easement gv r II f Nonumeness / / 4 9� m o e a o '1 9F4 - h10 / g� p�v OutlotA / A / E I -ti rn� 8" DIP / CO \ / S M 9s 4 8 SAN S "IM_965 01 4 / -/h/ �o� RCmR96 O /V;73"19" V,3 "1 , R 3.0 ni c3' /n"a9 363 1 _ _ 9 23 „W � im3-g4S / �� \ \ / °o Ae 9(R& \ / SQ' QQ / 1 /r) t. , O I/ O o / °� j 1 S'r O / o �Ut; ESE � �, � .S ` � Q ` 1 a, 9 5 // / n 4„ I ii t Z O [</ U d Sp a TI/H= T U �' �.: ^ C '� („� c Q s88e 1s o A PSE l r>7 r0 '~ 1 i5 41j ° Inf 6468 16 i 10 1 8t / �` �, 1 i 1.i r Um .1 < / / 72 \ X04 / Q�O/g I cNgy RM.9 29/nvs6oI\m3P8� 2 / \i y -11; / 6�a IF 1/ 9N63oR \u5 0206 '19 SQ.QQ1 to 999(9 S,;;'30 I 4.4 vn92—'0` N4_ 0nage c690ec/o, C117 ��3o1a11-177eo 4g23„w 8S1.0l NJ3\1'?042,2g-- •33 m to 89 / r /\ \ t , CV / / Xq / 12 CSL / ` `\ \� co 8"/PIN) rn 0 ceR \ / s0 \ tJsO\ PI�J 6 m Lill 96292\� 7' 221 ti (O 4' l I �X 961 96 86,58'1 / � SOTx � �V �' x \ h a 12 /I I ( CBR / i \ a2k V Rim=96103 �\ \ - X 96 \ ° ISAI Pom==963 44 \ \ / I Rim=96360 Inv 0 (\ 1\\) 1 q�, (rye'/,S Z SWr 25lHs,e) I \ >y ti 96S/ 6278 I 6g� \ 6� kk �c�o �: 1' , y Ni �/ �( / X/ Rm� X”, I _ e I r. '( I `3023 =N / '962 00 TNr �- / \ 091, 9$760 \\ x / �� Y A\ I 2g Z6 V- 1 r x 96� j l I ( \ \ N32� te X7�" `o ❑ 'O \ \ \ X965 x' 6y2�/ lI - ^l \ 2� 2 \\ / I 96//6 5'�S"�y �/ (0 / �� �\ —/ / / 6 X�6 v 5% Sf7R \ \ � X964— — / xg, // 5 o/ / (0 IFo�nd ry / / 6 5/SP on P I/2 --963— / p mem/ I//e9ib�e rM S" /S PR/ L I O'/ I 19,x1/ rpM / 4 bob g66 % I / X \/'�� t •1 \ y XP \ J\ \ L /\ / {I/ c SIR /Z 6 1 �� // V/ / / I / I IX 959 N64 040 \ \ / ,\ 1 \ M / �� pis' 1 JQ \ \ /y`/ / ` 4 ISP L �62 No 95960 ^ / '3S0 \ \ I \ \ / X 95957 \ 14, I / d 28 ^ry\ J \N2SoZ3 0b X 41/ A z I v 6,> 9 F 9 R '3 7 J 85869 U x959 - 4„ Sp / JX 0% 8S ✓ 1 // \ o"n Ir oI 5 pyo\ X85922 \ nom\^ I I//e9ible " n Pi Pl/"Ch / 9 X R, e cap h / `v\ \ Oyu V \ �6 o y96e \ 0% \ \0 21 \o —\{L95 n5� �1 /g / 9/o 95' tRim-�35� 7/ / / X 9S`'20 nv�y7 Ja PRELIMINARY PLAT GENERAL NOTES LEGAL DESCRIPTION: Outlot A, Monticello Business Center Sixth Addition, Wright County, Minnesota. Abstract Property Wright County, Minnesota Abstract Property DATE OF PREPARATION: 1-25-2022 OWNER/APPLICANT: Kjellbergs Business Center Incorporated BENCHMARKS: Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut hydrant located on the north side School Blvd, across from subject property, having an elevation of 968.10. AREAS: OUTLOT A= 43,309 Sq. Ft. or 0.994 Acres Lot 1, Block 1 = 109,358 Sq. Ft. or 2.511 Acres Total = 152,667 Sq. Ft. or 3.505 Acres FLOOD ZONE DESIGNATION: This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No 270534 0015 B, effective date of August 4, 1988. Rory L. Synstelien Minnesota License No. 44565 rory@civilsitegroup.com 50 25 0 25 50 100 SCALE IN FEET C�OVRO SROoR ,ivil Engineering • Surveying ^ Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 N (0 M LO LO M O d C 4 C O s CT Z V as c O d O on O O t V U) N N d d C O L- I ' V E Ln O L0 LO Z 2 O CL C eD (0 M Q) U) (13 Ln I- CV N LY J � W � � U 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 LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 4YiL IEN DATE 1-25-2022 LICENSE No. 44565 QA/QC FIELD CREW . DRAWN BY JRN/SW REVIEWED BY CJ UPDATED BY . V200 COPYRIGHT 2022 CIVIL SITE GROUP INC. Linetype & Symbol Legend 51 TE - —FO— FIBER OPTIC --g--SIGN EAIR CONDITIONER 0 UTILITY MANHOLE GAS GASMAIN ® BOLLARD Q SANITARY MANHOLE WATERMAIN © ELECTRIC MANHOLE r, > SANITARY SEWER ST STORM MANHOLE F, >> STORM SEWER ® CATCH BASIN ° FLAG POLE oHu OVERHEAD UTILITIES d FLARED END SECTION" ® ROOF DRAIN TEL TELEPHONE LINE GAS VALVE ❑T TELEPHONE BOX ELE ELECTRIC LINE REVISION SUMMARY TELEPHONE MANHOLE HANDICAP SYMBOL CTV CABLE LINE DATE DESCRIPTION x CHAINLINK FENCELINE ® ELECTRIC TRANSFORMER �O' HYDRANT 11 WOODEN FENCELINE ® TRAFFIC SIGNAL OO WATER MANHOLE oo— GUARDRAIL © CABLE TV BOX g WATER VALVE a CONCRETE SURFACE ELECTRICAL METER -0 -POWER POLE Lt19332 © � GUY WIRE PROJECT PAVER SURFACE GAS METER CONIFEROUS TREE PRELIMINARY PLAT • FOUND IRON MONUMENT BITUMINOUS SURFACE O SET IRON MONUMENT 0 DECIDUOUS TREE 0 CAST IRON MONUMENT GRAVEL/LANDSCAPE SURFACE V200 COPYRIGHT 2022 CIVIL SITE GROUP INC. A�l 50 25 0 25 50 100 NONNI SCALE IN FEET SCALE: 1 INCH = 50 FEET Basis of Bearings: The Southeasterly line of OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION is assumed to bear South 160 10' 37" East. 0 Denotes a Found Iron Monument (Type as shown on plat) O Denotes a 1/2 inch by 14 inch Rebar Marked "RLS 44565" VICINITY MAP ,AN SEC. 14 - T121 - R25 NOT TO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 12 12 04 ---- --- -----J L----�---- NOT TO SCALE Being 12 feet in width when adjoining lot lines, unless otherwise indicated, as shown on the plat. J J L J J C TWIN PINES FIRST ADDITION v / ' t 1 \ / / ^ V' Mn'� ; S0.00 A) O rye, p/ \\ Iv - (0 ^7 1 1 1 / \ 1 O ► 1 I e\\I \t (0 r CO O Q i IL k -Z Z i,'i s O M O Z O I 4 O o V C./ 441 4 O n� / 1 t� �Ar i � Y Fo Iro, 1d I/ I//e9ib�epe W,thch CaP L- \ r, _r� r CB,S jr�2� 9.1 _ IF R-1 0.1 F 4--6, 1 0.00 F P0 ,17O, S pp hd o/2Ppeh ZZ8 Or 4q 1 i Ma�ho,eFalls VO In O1 / Mons F �top 1 or ge meet Fond //\� / o I / co —Drainage and Utility �� MotWitnes Easement over all of n ^ ent s 4 / s V ^ 417 / 1 r 1 KNOW ALL PERSONS BY THESE PRESENTS: That Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION, Wright County, Minnesota. Has caused the same to be surveyed and platted as TWIN PINES FIRST ADDITION and does hereby dedicate to the public, for public use, the drainage and utility easements created by this plat. In witness whereof said Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, has caused these presents to be signed by its proper officer this day of 20 Kjellbergs Business Center L.L.C. (Signature) (Printed Name) (Title) STATE OF COUNTY OF This instrument was acknowledged before me this day of 20, by the of Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, on behalf of the corporation. My Commission Expires: Notary Public, Signature Notary Public Notary Printed Name County, SURVEYORS CERTIFICATE I Rory L. S sntelien do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this Notary Public, Signature Notary Public day of Notary Printed Name County MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of TWIN PINES FIRST ADDITION. Planning Commission, City of Monticello, Minnesota By. Chairperson , 20 by Rory L. Synstelien, Land Surveyor, Minnesota Licence No. 44565. My Commission Expires: 20 the Planning Commission of the City of Monticello, Minnesota did hereby approve this plat of CITY COUNCIL, MONTICELLO, STATE OF MINNESOTA This plat of TWIN PINES FIRST ADDITIONwas approved by the City Council of the City of Monticello, Minnesota at a regular meeting held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By. Mayor By Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfers entered this day of , 20 By Wright County Auditor/Treasurer WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of 20 at o'clock M. and was duly filed in Cabinet No. Sleeve as Document Number Wright County Recorder CA07RO OAO�(_P�) t ^ i V / � \ � I n� / 1 t� �Ar i � Y Fo Iro, 1d I/ I//e9ib�epe W,thch CaP L- \ r, _r� r CB,S jr�2� 9.1 _ IF R-1 0.1 F 4--6, 1 0.00 F P0 ,17O, S pp hd o/2Ppeh ZZ8 Or 4q 1 i Ma�ho,eFalls VO In O1 / Mons F �top 1 or ge meet Fond //\� / o I / co —Drainage and Utility �� MotWitnes Easement over all of n ^ ent s 4 / s V ^ 417 / 1 r 1 KNOW ALL PERSONS BY THESE PRESENTS: That Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION, Wright County, Minnesota. Has caused the same to be surveyed and platted as TWIN PINES FIRST ADDITION and does hereby dedicate to the public, for public use, the drainage and utility easements created by this plat. In witness whereof said Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, has caused these presents to be signed by its proper officer this day of 20 Kjellbergs Business Center L.L.C. (Signature) (Printed Name) (Title) STATE OF COUNTY OF This instrument was acknowledged before me this day of 20, by the of Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, on behalf of the corporation. My Commission Expires: Notary Public, Signature Notary Public Notary Printed Name County, SURVEYORS CERTIFICATE I Rory L. S sntelien do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this Notary Public, Signature Notary Public day of Notary Printed Name County MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of TWIN PINES FIRST ADDITION. Planning Commission, City of Monticello, Minnesota By. Chairperson , 20 by Rory L. Synstelien, Land Surveyor, Minnesota Licence No. 44565. My Commission Expires: 20 the Planning Commission of the City of Monticello, Minnesota did hereby approve this plat of CITY COUNCIL, MONTICELLO, STATE OF MINNESOTA This plat of TWIN PINES FIRST ADDITIONwas approved by the City Council of the City of Monticello, Minnesota at a regular meeting held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By. Mayor By Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfers entered this day of , 20 By Wright County Auditor/Treasurer WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of 20 at o'clock M. and was duly filed in Cabinet No. Sleeve as Document Number Wright County Recorder CA07RO OAO�(_P�) MONTIC LLO, MINNESOTA ISSUED FOR: CITY RESUBMITTAL I? Culver's , 'SheYwin-Williams PPIeb s Grill + Bar } Paint Store am 25 to � Chia Buffet .j Aspen Dental Buffalo Wild Wings � I r• r J SITE LOCATION MAP AlN ARCHITECT: FIRM GROUND 275 MARKET STREET, STE. 368 MINNEAPOLIS, MN 55405 PHONE: 612-819-1835 WWW.FIRMGROUNDAE.COM ri; j016A1 9 q ENGINEER / LANDSCAPE ARCHITECT: CIVIL SITE GROUP 4931 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55416 612-615-0060 SURVEYOR: CIVIL SITE GROUP 4931 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55416 612-615-0060 GEOTECHNICAL ENGINEER: TBD ALDI Dollar Tree Walmart Bakery ` ft% j school Blvd Monticello Pet H�(Pita] a� Walmart Supercenter 4►'r'r"tl, SITE LOCATION DEVELOPER / PROPERTY OWNER: Owner of record: Kirk Kjellberg 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-295-2931 Email: Kjellbergspark@gmail.com Owner's Business Partner Angie Wehmhoff 1000 Kjellberg's Park Monticello, MN 55362 Phone: 763-272-3387 Email: angiewehmhoff@hotmail.com Owner's Development Consultant: Christopher Haas 2680 Sneling Ave N, Suite 100 Roseville, MN 55113 Phone: 612-810-4227 Email: c.haas@kwcommercial.com Mire en Belinda10 van Beek T n. Know what's below. Call before you dig. SHEETINDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET V1.0 SITE SURVEY 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 1-1.0 LANDSCAPE PLAN 1-1.1 LANDSCAPE PLAN NOTES & 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 C io vi'm I S1,9 i e G R o U P Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk FIRM GROUNE) O J J W (M) z 0 N Q0 (y) L0 0 J LU O G J m O O U U) N CD M L0 L0 Z 00 6L LU W Z 2 J W a_ LLJm LUJ J Y O O O T— 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. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE I DESCRIPTION TITLE SHEET Como 2/4/2022 5:08:36 PM I © COPYRIGHT CIVIL SITE GROUP IK \ 0 6492 \ rr � 966 o I c yo 941t .......... 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Tt!iH-T ' Q u u .'i.::.:'. iii': N 666 •. 968. " 16 92 Q A ti ih .: / 9 .............. e Rh,, ^ /,,•I`� ....L (O a o rn a a / In a° n N�6.30 k �J01 �h 71 0 tz 4 60/ \ tio)o h it Im :. 1 Parcel ID 6 r¢ 'q l �95g1e21 1 5 H J / 155147000010 9 hcl o� : o M , 965 95 42.3 � � nV { / (� ivy S)0 967.40 p�j g2j� Uri' `96¢.47 �� '' J ,rc 30 l X S u, Tr sh23 F M 966.72 E i Ri H 9654> c/oSUr �g9 X 969 g6g - -. ln". 6q-84 - e 5 9 6 6 2 \ X 9 99 'g4 � 5 (� 6 (x '. T"" 1 9 PR S Z Y X O9 it / / 6 ry ...... j 9 p / ^ U / R / <_IZ I J / 05 49 506 33 N ....... 0 65 e�,6 Xe J' ��e o) 8" PIN / 9 X� 9 X�O a � 1 �� I A S r— —/— r\ /� �� /\ r— / r— T - 0 \ r\ / f< i 1 ilti�- �Vi P- 1\i �- fr / 1/l(l7�' J /6„ SP Z %� SBR \ >> / ♦/ lil — �/ ♦/ \/ L— I V I L— I 1 1 7 PIjV R L/ \ V LI/n�g _96292 / X 95" /ASH Z' / I l n�56e(R�) >> tr 0 / / 5 2 oy / / 46620 X / �'y0/ X / 9622'1 �' (O / / � 6" BA Z� 0 /X9 ( ainage and Utility -Easement Over X VV X96; / 6PR I I All of Outlot A Per Plat) [11] CBR e�2A Rho --963.03 / X 9 CBR "SP Z M Z RH .... / / 962 / I RW "-63.44 ( o h"63.80 ....... / O\ ' X / .::: ., . .-, X"/ $ rn (4v over 25" ...........:... J / l / / / I `� (p 9�9 6 9 �Z s6$ 96/2.78 �e� e�eA p:v I, 9633 �+ �� SPR CZ RMH `� ' I X9 ySBi X9 ,oyQ�/ X I ...... ...... Trrr� X9 / / m 9e� / 5„ 4R Z 5' PR Zj` / H X�6,�2\ 96�g2 / / I I l '''''❑T X / 6�a X t A \ SP� Z/ �ry oirO `�--965--X / / % X962 v 5/ SNR Z �o°� `964— — — / / '� x96 X'�� 5/SPR —$— I / / A r \ r � / / I 11 A I I / °`o°j / �/ �+n i x i /I i ii ii i��� i1\1 5"1SPI Z Xk9 6691X V e 1 v � ,// < / , ' `NJ Spf j (o r X / I X9 `,J J/ / l� 5" SPR :Z (: ; / X95a gee\5640 \ 4'1 Skf Z J I 45 r \I 1 „ 962 ��� 0� Nb X � �[ 10 X �? 9 4" !SP 959-60 \602h X F ,35 e2�h Jv I\ X� 959.57 g O Xg \ X 28 � 4"J SPd Z OyC/ X 9590 \ \ X RP 96, \ 4„ SZ' j J / X 95969 \ \ ®Rim --963.73 oyo GNU X \ Y6' T 461 � 96 ph, \ O y� X \ X h( Oyu V O 5960 \ O \ $ Rim --959.77/ /X95520 958.71 Inv --937.17 / Qy� i 1 X 95" V V so.as DESCRIPTION OF PROPERTY SURVEYED Parcel 1: Outlot A, Monticello Business Center 6th Addition, Wright County, Minnesota. Abstract Property Parcel 2: Non-exclusive easement for ingress and egress as contained in Reciprocal Driveway Easement and Maintenance Agreement dated September 12, 2011, reorded January 26, 2012, as Document No. A1193270. ALTA/NSPS Land Title Survey Notes (numbered per Table A) 1. Bearings are based on the Wright County Coordinate System (1986 Adjustment). 2. Site Address: 4134 School Blvd Monticello MN 55362. 3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 270534 0015 B, effective date of August 4, 1988. 4. The Gross land area is 196,028 +/- square feet or 45.002 +/- acres. 5. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut hydrant located on School Blvd, having an elevation of 968.10. As shown hereon. 6. The current Zoning for the subject property was not provided. Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. 9. The number of parking stalls on this site are as follows: 68 Regular + 4 Handicap = 72Total Parking Stalls. 11. We have shown the location of utilities to the best of our abilitybased on observed evidence together with evidence from the following sources: plans obtained from utility 9 9 P Y companies, Plans provided by client markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities Linetype & Symbol Legend for this site. However, lackingexcavation the exact location of underground features cannot be accurate) completely and reliably depicted. Where additional or more detailed 9 Y, P Y Y P FO- FIBER OPTIC information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities SIGN ❑A located on the subject property. 13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from Wright County GIS. UTILITY MANHOLE L GAS GASMAIN AMA SURVEY REPORT QS SANITARY MANHOLE 1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Servion Commercial Title, as agent for Old Republic National Title Insurance W Company, File No. 059394, dated October 14, 2019. We note the following with regards to Schedule B of the herein referenced Title Commitment: a. Item no.'s 1-9, 12, 14, 16 and 17 are not survey related. ♦/� Y/ b. The following are numbered per the referenced title Commitment: > SANITARY SEWER 10. Terms, conditions, obligations and easement for ingress and egress purposes as contained in Reciprocal Driveway Easement and Maintenance Agreement dated September STORM MANHOLE 12, 2011, recorded January 26, 2012, as Document No. A1193270. As shown heron over the middle portion of subject property. >> STORM SEWER 11. Drainage and utility easement as shown on the recorded plat of Monticello Business Center Sixth Addition. As shown hereon over all of Outlaot A and part of Lot 1. CATCH BASIN Q" FLAG POLE OHu OVERHEAD UTILITIES 13. Storm drainage easement for in favor of the City of Monticello as contained in Quit Claim Deed recorded April 28, 1997, as Document No. 616770. This easement does not Q appear to affect subject property. 15. Terms and conditions of and easement for public sidewalk purposes in favor of the City of Monticello as contained in Grant of Permanent Easement dated June 12, 2006, ROOF DRAIN M recorded June 28, 2006, as Document No. A1015455. TEL TELEPHONE LINE O 2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes: [A] Storm information shown in the undeveloped area was taken from a site utility plan prepared by Anderson Engineering of Minnesota, LLC, dayed June 4, 2007. TELEPHONE BOX A♦ ELE ELECTRIC LINE ALTA CERTIFICATION ■U }+ To: Firm Ground: This is to certify that thi ap or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title TELEPHONE MANHOLE Surveys, jointly ed and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6, 8, 9, 11, and 13 of Table A thereof. The field work was completed on 10-08-2019. CTv O Dated this t of October, 2019. I— U CHAINLINK FENCELINE ® W Rory L. Synstelien Minnesota License No. 44565 O WOODEN FENCELINE rory@civilsitegroup.com d Qw 50 25 0 25 50 100 SCALE IN FEET 0 O 'L^ V E U_ Z W_ J L) LO O 11* LO Lf) Z O 0- M M O C 0 CO ,.J,�A l yam+ U) W W (B LID I1_ CV 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 LAND SURVEYOR UNDER THE LAWS OF THE STATE OF NESOTA. RORY L. SYNSTELIEN DATE 10-11-19 LICENSE No. 44565 1 /�\ VICINITY MAP 1 Linetype & Symbol Legend FO- FIBER OPTIC SIGN ❑A AIR CONDITIONER Qu UTILITY MANHOLE GAS GASMAIN ® BOLLARD QS SANITARY MANHOLE WATERMAIN © ELECTRIC MANHOLE > SANITARY SEWER sT STORM MANHOLE >> STORM SEWER ® CATCH BASIN Q" FLAG POLE OHu OVERHEAD UTILITIES Q FLARED END SECTION ® ROOF DRAIN TEL TELEPHONE LINE GAS VALVE ❑T TELEPHONE BOX ELE ELECTRIC LINE TELEPHONE MANHOLE HANDICAP SYMBOL CTv CABLE LINE x CHAINLINK FENCELINE ® ELECTRIC TRANSFORMER HYDRANT WOODEN FENCELINE ® TRAFFIC SIGNAL Qw WATER MANHOLE oo— GUARDRAIL © CABLE TV BOX g WATER VALVE a CONCRETE SURFACE OE ELECTRICAL METER -a POWER POLE © 1, GUY WIRE PAVER SURFACE GAS METER FOUND IRON MONUMENT _'�• CONIFEROUS TREE BITUMINOUS SURFACE O SET IRON MONUMENT 0 DECIDUOUS TREE 0 CAST IRON MONUMENT GRAVEL/LANDSCAPE SURFACE 0 O 'L^ V E U_ Z W_ J L) LO O 11* LO Lf) Z O 0- M M O C 0 CO ,.J,�A l yam+ U) W W (B LID I1_ CV 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 LAND SURVEYOR UNDER THE LAWS OF THE STATE OF NESOTA. RORY L. SYNSTELIEN DATE 10-11-19 LICENSE No. 44565 1 /�\ VICINITY MAP 1 REVISION SUMMARY ALTA/NSPS LAND TITLE SURVEY V1 0 ■ COPYRIGHT 2019 CIVIL SITE GROUP INC. o ec F REVISION SUMMARY ALTA/NSPS LAND TITLE SURVEY V1 0 ■ COPYRIGHT 2019 CIVIL SITE GROUP INC. rroperTy Haaress / ,, 65 SAN , �\9s2cc 9320 CEDAR ST d // / a %' a� ITT M ONTI CELLO L / I ; �/ a ^ 4 , 1 i ti �� %9663 �a / 66 $ SAN 1 / o /� I ° < ° ° ° 4, �� 1.,`� ..., 9�Reco�d3 - c / g0,00 I Q // Qi 16\�`� C� / l ,�Q co EI / /O /V / ; j l l / /Zf / ^ / co � ss R I s ss T / Cl / C Ae 4ppt ^ i 1 968.160? �° t— r i / ^ c, / ^ c v rn A CID I _6) AZ PQ 'Coo for A' ^ / I inv. 960CN I I Ia % i \I\+\ / / V S9�Cse REMOVE EXISTING PAVCb E r, E, �z AND BASE MATERIAL A I I 'Poh / I= PARKING SIGNS, TYP. I / MAILBOX. REMOVE &I rn / / 1 RELOCATE. COORDIN TE1 WITH OWNER.I I I // �/ Parce I TRdS ErNC OS // qtm-964.06/ / REMOVE EXISTING / \ � 3 (oR M t& EL 15514 PAVEMENT s�o ) 967.40 49'23„" L./ ra REMOVE EXISTING REMOVE EXISTING 966.72 ; ss5 ; hc/Os�`e HYDRANT CURB ANDVo L�6 / °' 1 X96/h GUTTER, TYP. / / x965 REMOVE EXISTING HYDRANT 1 O� / 3" OAK Z EXISTING TREES TO a a / ia 01 o REMAIN, PROVIDE \sI /I � 1 /// /// 9 /� / � � "I' X9(�^2 � � � TREE PROTECTION // x965 9650/ / REMOVE EXISTING �� 8" Pm Z / ( / FENCING, TYP. 19/ j/ �// 6 $ STORM PIPE / 1 1 / � / A /� r— i` i` r— A l —i— r / / I l / T / b Li �i �i� 1 v �_ �i �i v �i �_ l v l �_ l 1 , 17"PINZ� / 6"SRZ I I i^ 9 T / // / /� g6g — 46; 5" Z.92 X �111 1 � REMOVE EXISTING TREE / oro` / j /// ///� /// Q a vv I &BALL ROOT, TYP. / / �/ Z o CONSTRU �fION LIMIT �/ 0� /�/ / 4" BAS Z 1 1 Painage /bnd Utility, -Easement Over y96 6" SPA Z All of 0/r{ --I /tlot A Oer Plat 11 ( /C � � � CBR � % /7 m=963.03 / x / / "� / / II I � // /6/SPR/ 4" IAP Z I I j/ / // / I I / REMOVE EXISTING Z SMN CATCH BASIN I I 1/ I I nv=963.80 rn I I x x2 �' / / Rim=963.44 -,- , , , -,- I °Ver 2r a eep S, 0)I / / I I IN 6" /PR Z S (. e) 57 SPR Z / / AIN 962 , x x966$ II I \\ \�/ x j16 a 5" SPP z l 5" ST Z / X� 1\19 \ II 96�5a // / / / / / j m \ x 1 X REMOVE EXISTING rn I 9666a / i STORM PIPE / j / 5" S�R z / / X / l v I l i / co`V i 965 — — J / / / 195 / / o> // / / x �Z 1 5%SPR / / �^ / 964 ---------J/ // �/ 96 "a / / // X r5'/SPR 963 -- �'i / A A °7 S¢R Z / eX -/ 1 / / / / / // 5 ��� // X 60 \---- 962----------�/ /��� i i i L i i /y i i i v J� I I �6g,X / / / / i' ` ` 961--/ X 9605 96 i I 5� SPR Z 4. x° \\ x9i/�� / 1 V/ \ 5" SPR Z / I I xx' g59$`X 36 \ / I I I I I I REMOVE EXISTING TREE I \\\\ I 16�1'� I I I &BALL ROOT, TYP. / \ \ REMOVE EXISTING �I I9 4" SPR Z I / I \ CATCH BASIN \ I 9 \ ._ 1 02 REMOVE EXISTING/I /A 4" STORM PIPE � � / / $PR Z1 I CBR /7N/ Rim=9631/ 4" SRR Z \ EXISTING CATCH BASIN Rim=963.73 TO REMAIN, PROTECT \ FROM DAMAGE EXISTING STORM PIPE \ TO REMAIN, PROTECT OF=958.33 FROM DAMAGE967 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. EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1.0-SW1.5 REMOVALS LEGEND: -------- -_--------- EX. 1' CONTOUR ELEVATION INTERVAL Fz,=7ZH] REMOVAL OF PVEMET AND ALLASE INCLUDING BITACONCNAND GRAVEL PVMTSERIAL, REMOVAL OF STRUCTURE INCLUDING ALL FOOTINGS AND FOUNDATIONS. REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. TREE PROTECTION TREE REMOVAL - INCLUDING ROOTS AND STUMPS 0� 0 ° N Know what's below. 1" = 30'-0" Call before you dig. 15'-0" 0 30'-0" 2/4/2022 5:08:48 PM ci,o V, - ie I S I" G R o U P Civil Engineering - Surveying - Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk GROUNE) N CO (y) L0 0 J LUU Z J m O U N CO M L0 L0 V/ O 6L LU W Z J W � lY a_ LLJ m J LUO O O T_ 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. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION REMOVALS PLAN C1 0 ■ COPYRIGHT CIVIL SITE GROUP INC. GO SE Inl�o-% CROSS ACCESS PARKING 86 EASEMENT AGREEMENT. IP 3"W 68 e 41 Corner fall in Al 964,35 966.12 OPERATIONAL NOTES: 0 Q) SNOW REMOVAL: bASIr TYP, -V C&G TYP. C? ALL SNOW SHALL BE PUSHED TO LANDSCAPED 1 r_1 e 11 AREA. p /�4 4e 4 1 TRASH REMOVAL: t8 St4H 4" LOC TRASH REMOVAL SHALL OCCUR AT THE EXISTING A TRASH ENCLOSURE AREAS, COORDINATE WITH MATCH EXISTI�N PVMT,,TYP. B612 C&G, PROPERTY MANAGEMENT. f 'nW-i;-';_.95,sDELIVERIES SHALL OCCUR AT THE MAILROOM(S), 1 40'-0" COORDINATE WITH PROPERTY MANAGEMENT. 161616i-m�� 441 C" 20'-0" 0 40'-0" MATCH EXI TING & VEHICLE MANEUVERS: PVMT, TYP. In, 960 10 (� FIRE TRUCK ACCESS IS MAINTAINED THROUGHOUT NORTH SIDEWALK CONNECTION L' 4 -STONE 9,59.' A THE SITE. IT IS ABLE TO ENTER THE PROPERTY 4, MINI -COLUMN FROM THE STREET, DRIVE THROUGH ALL THE PARKING LOOP, AND RETURN TO THE STREET. B612 C&G, MATCH EXISTING TRASH TRUCK IS ABLE TO ENTER FROM STREET, %%000 DRIVE INTO NEW PARKING AREA, AND REVERSE A PVMT, TYP. DOWN THE DRIVE RAMP TOWARD THE GARAGE. �j MATCH EXISTING TYP 1551470C 0 -STONE Mil I -COLUMN co CD cc TRASH ENCLOSURE, RAN SEE ARCH. PVMT. STRIPING (108 SPECIALTY 11 PAVEMENT RIBBON CURB zSl CONIC. WALK, TYP. CO THICKENED EDGE CONIC. WALK 8) 9, CONSTRUCTION LIMITS W/ HANDRAIL (2) CONIC. STEPS, SEE GRA ING 175CURB TAPER $0, 4 HC SIGN, T 20 TURNING MOVEMENT ACCESSIBLE PA K NG 20.0, 2 SPACE, INCL. SIGNAGE, 25-0" InO 50'41 3�1 STRIPING AND RAMPS 13'CURB TAPER SITE LAYOUT NOTES: ill 1 . CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, RET. WALL W/ FENCING, TYP. B612 C&G, TYP. 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 SITE PLAN LEGEND: ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. B . PVMT., LIGHT DUTY BITUMINOUS PAVEMENT. SEE TNH= TYP 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. GEOTECHNICAL REPORT FOR AGGREGATE BASE & 967.60 "0" 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. WEAR COURSE DEPTH, SEE DEATIL. Cq 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS SPECIALTY PAVEMENT (IF APPLICABLE) - PROVIDE BID REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. FOR THE FOLLOWING OPTIONS, INCLUDE VARIATIONS 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE OF BASE MATERIAL AND OTHER NECESSARY M 0 FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 1. STAMPED & COLORED CONCRETE 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO 2. CONCRETE PAVERS BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. MAKERS, COLORS, MODELS, & PATTERN TO BE INCLUDED IN SHOP DRAWING SUBMITTAL PRIOR TO 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, CONSTRUCTION. PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE CONC. STOOP 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS -SEE DETAIL. & CONCRETE DEPTHS, SEE DETAIL. ftjL%W- �� PROPERTY LINE WALKWAY 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF PATI , TYP. RET. WALL CROSSWALK SHALL BE 5'WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL M M M M M CONSTRUCTION LIMITS . j . GOVERNING BODIES. CURB AND GUTTER -SEE NOTES (T.O.) TIP OUT 10. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES -SEE DETAIL. ----------------- GUTTER WHERE APPLICABLE -SEE PLAN 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. SITE AREA TABLE: 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. t t* TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SITE AREA CALCULATIONS 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. EXISTING CONDITION PROPOSED CONDITION SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIREE 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. BUILDING COVERAGE 13,843 S F 7.1% 42,813 SF 21.8% /6/ HC = ACCESSIBLE SIGN ALL PAVEMENTS 40,220 SF 20.5% 80,144 SF 40.9% 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. NP = NO PARKING FIRE LANE ALL NON -PAVEMENTS 141,965 SF 72.4% 73,071 SF 37.3% N. INFILTRATION BASIN 1 17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. ST = STOP 100, CP = COMPACT CAR PARKING ONLY TOTAL SITE AREA 196,028 SF 100.0% 196,028 SF 100.0% TOP=957.33 EOF=958.33 0 Ifl IMPERVIOUS SURFACE 1 00 -YR HWL=957.70 CITY OF MONTICELLO SITE SPECIFIC NOTES: 0 A(i VOL=(954.33-956.13)=l 1,383 CF EXISTING CONDITION 54,063 SF 27.6% VOL=(956.13-957.33)=20,897 CF PROPOSED CONDITION 122,9S7 SF 62.7% EOF=958.331 1. RESERVED FOR CITY SPECIFIC NOTES. Know what's below. 1 30'-0" Call before you dig. 2/4/2022 5:09:02 PI �ll i IV 11" k1_J%1 It E! Civil Engineering - Surveying - Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM OGROUNE) 00, kko Cl) C\I C.0 LU (y) L0 L0 Q0 z (y) L0 U) z 00 _j LU LU 2 _j M am L_Uj z J 0 z LU 0 0 < IIIIIIIIIIIIIIIIIIIJ a_ IIIIIIIIIIIIIIIIIIIJ _j 00 0 C0 LU o LLI 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 _DATE 02/07/22 LICENSE NO. 44263ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MID U PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SITE LAN N C200 COPYRIGHT CIVIL SITE GROUP IK CONSTRUCTION LIMITS / LL / 811 / ✓ / / ,96 .57 9647 3 / 962.52 yg�' MATCH I TNH= a / //-ssz.00 9b G` i 962 / MATCH ` \ /ro`L / / c / / I I I I 1 I � 1 verso 61 41 965. MAT B� / MATCH 7 , Q 00 SS0 d / 4 / / ^ �// / 4 CRgB I �; /su/ T i � �O / appy/ L Ps I OJ MAT 965.1 rn � � n _(15 / i ���% �Q� �� 965 ^ / _ / / � V.959 gs(N) 5.55 O I ^ 966.00 ATC` y 965. a° ^ 966.80 966. 965. 963.82 \\` MATCH cek / 964.06/ I967.21 / I MAT rn / x965.: / a`O / / 64.77 965.62 ` 96" 960.11 MATCH / 965.1. .05 \ X63 961.26 - MATCH I I I I I I I 1 y I / / lab CH IIO\ " CeR Rim-- in�956.l(Records ) SMH Rit%j..80 Inv °Ver 25" deep (N S E) INFILTRATION BASIN 1 BOT=954.33 T FI 57.33 EOF=958.33 100 -YR HWL=957.70 VOL=(954.33-956.13)=11,383 CF rVOL=(956.13-957.33)=20,897 CF EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1.0-SW1.5 CITY OF MONTICELLO GRADING NOTES: 1. RESERVED FOR CITY SPECIFIC GRADING NOTES. GENERAL GRADING NOTES: 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. GRADING PLAN LEGEND: -- 1125-- EX. T CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL ❑\ T SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) 891.00 G SPOT GRADE ELEVATION GUTTER 891.00 TC SPOT GRADE ELEVATION TOP OF CURB INFILTRATION BASIN 1 BOT=954.33 T FI 57.33 EOF=958.33 100 -YR HWL=957.70 VOL=(954.33-956.13)=11,383 CF rVOL=(956.13-957.33)=20,897 CF EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SW1.0-SW1.5 CITY OF MONTICELLO GRADING NOTES: 1. RESERVED FOR CITY SPECIFIC GRADING NOTES. GENERAL GRADING NOTES: 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. GRADING PLAN LEGEND: -- 1125-- EX. T CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL 41.26 SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) 891.00 G SPOT GRADE ELEVATION GUTTER 891.00 TC SPOT GRADE ELEVATION TOP OF CURB 891.00 BS/TS SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS 891.00 ME SPOT GRADE ELEVATION MATCH EXISTING GB GRADE BREAK - HIGH POINTS CURB AND GUTTER (T.0 = TIP OUT) ------------------- EMERGENCY OVERFLOW EOF=1135.52 0 `o a Know what's below. 0111 before you dig Ag�l 1 " = 30'-0" 15'-0" 0 W 29" / 22 5:09:10 PM 0 0 G R o U P Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk GROUNE) C) W O d Cl) FM z LU 2FM a am a 0 J J W U FM Z O 2 N CO L0 0 J LUU Z J m J O O U) N CO M L0 L0 Z 00 6L LU I.I.I Z J LU '��//_� VJ LLJ m J J LUY O O O T_ 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. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION GRADING PLAN ■ COPYRIGHT CIVIL SITE GROUP IK SAN MH 1 CONSTRUCT OVER EXISTING SANITARY SEWER STUB RI M=966.35 EX IE STUB (NE)=959.77(AB) (FIELD VERIFY) PROP IE (SW)=959.87 / COORDINATE WITH CITY FIELD VERIFY ALL EXISTING INVERTS PRIOR TO CONSTRUCTION Rim=964.06 i i AN 4 CB 24 / TOR RIM=96565.18 � I E=959.71 i imII19GI Mill,[iIaffi� SANITARY SERVICE A/ @ 2.00% \,\ \ i /\ 2" DP \ @ 00°0 \ UTILITY CROSSING, / MAINTAIN 18" SEPARATION, 4" CBMH 23 % i RIGID INSULATION RIM=966.08 ' i IE=957.59 o` % CONSTRUCTION LIMITS' Vic/ STUB SANITARY TO 5' O` ' .Z FROM BUILDING IE @ STUB=962.09 o MF COORD. W/MECH'L i MECHANICAL TO r COORDINATE ANY REQUIRED ' � COORDINATE STUBS FOR A ",° STORM PUMPING SYSTEM w/ IRRIGATION SYSTEM. MECHANICAL ENGINEER CONTROL SYSTEM(S), PRIOR TO CONSTRUCTION / i < ELECTRICAL, AND SUPPLY O' -,- i TO BE INSTALLED IN MECH. ROOM. 0 O e " ALL FINAL UTILITY SIZES, i i MATERIALS, LOCATION, AND CONNECTIONS TO BE O� 67.60 / VERIFIED BY A MECHANICAL O" / \ ENGINEER AND it COORDINATED WITH CIVIL / PRIOR TO CONSTRUCTION. 4k RIPRAP AT i CURB CUT y STUB BLDG STORM •% �' FES SERVICE TO 5' FROM /� W/ FES _ BLDG. COORDINATE �� / IE=955.0 �j X' /' ' W/ MECH'L PRIOR TO •� / U EASEMENT I L - CONSTRUCTION LINES r IE=955.28 e /� \ 14 LF 10" SCH 40 PVC i \ STORM @ 2.00% DAYLIGHT BLDG. /• STORM IE=955.00 RECONFIGURE EX CBMH TO OS / OS 1 CASTING R-4342 / PROP. RIM=956.13 EOF=958.33 EX IE(S)=951.78 (FIELD VERIFY) SANITARY SEWER AND STORM SEWER PLAN CITY OF MONTICELLO UTILITY NOTES: 1. THE CITY WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED CITY (PUBLIC WORKS DIRECTOR, CITY ENGINEER), THE OWNER, AND THE THAT IS ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ENGINEER OF RECORD. ALL UTILITY CONNECTIONS SHALL BE VERIFIED IN THE FIELD. 4. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5 FEET. 2. THE CITY, OR AGENTS OF THE CITY, ARE NOT RESPONSIBLE FOR ERRORS AND 5. THE CIT WILL REQUIRE TELEVISING FOR SANITARY SEWER PIPE OMISSIONS ON THE SUBMITTED PLANS. THE OWNER AND ENGINEER OF ATIONS PRIOR TO ACCEPTING A WARRANT FOR THE UTILITY SYSTEM RECORD ARE FULLY RESPONSIBLE FOR CHANGED OR MODIFICATIONS REQUIRED DURING CONSTRUCTION TO MEET THE CITY'S STANDARDS. PROVIDE REPORT AND VIDEO FILES 0 THE CITY FOR REVIEW. 3. ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE DONE IN 6. RIPRAP SHALL BE GROUTED PER CITY SPECIFICATIONS. ACCORDANCE WITH THE CITY OF MONITCELLO STANDARDS AND SPECIFICATIONS. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED TO THE Y/k 0 CSR \ Ri"5 /n�956878 (R-prde CBMH 22 RI M=961.59 IE=956.52 SUMP=952.52 -"`=963.80 lnv Over 28• deep (N S f 76 LF 21" HDPE STORM @ 2.00% INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 EOF=958.33 100 -YR HWL=957.70 VOL=(954.33-956.13)=11,383 CF VOL=(956.13-957.33)=20,897 CF / ,moo ♦ , j �j MAKE CONNECTION TO ; EXa/ST WATER MAIN STUB, i ORD. WITH CITY n o/ i � 8" GATE VALVE 45° BEND 11' BEND 45° BEND 6" GATE V UTILITY CROSSING SAN I E=960.89 STORM IE=958.89 11' BEND UTILITY CROSSING, - MA TAIN,.,(18" SEPARATION, 4" t IGID INSULATION 11\l h - I I V L. )RDINATG(SWQ3 WATER N S$6flzlVW.ZWMq(8 E, STUB 1(,T) .VAMt3ltgL5'PIR-OMCBILDING, -LED IN MECO. /MECH'L °F°F e ss m a 6 /� NT GENERAL UTILITY NOTES: E x OWN ear 00 63� r. V / I � � Rim,y6382 4 NEW HYDRANT AND J ALVE, TYP. 45° BEND \ / \.- 6" GATE w a P: �\ >> 8"X6" TEE \\ \ \ r0 ftft S)3a MA CON ECTI N TO EXI TING ATE MAIN TUB, C RD. ITH CI Y VALVE x\45° BEND - UTILITY CROSSING`MARTAIN_l8" SEPARATION, 4" RIGID INSULATIOIN'`-,,\\ \ ' \ J o I 10'-Q' 0 WATERMAIN LOOP, HYDRANT, & SERVICE \ 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 17. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE -DRILLED. 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY DRAWINGS. NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH 3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE ADJACENT CONTRACTORS AND CITY STAFF. 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 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 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 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. PERMITTED WITHOUT APPROVAL BY THE CITY. 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE -USED OR PLACED AT THE 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE DIRECTION OF THE OWNER. REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. ASTM D1785,2665, ASTM F794,1866) UNLESS OTHERWISE NOTED. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS NUNLESS OTHERWISE NOTED. 24. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END 1" - 30'-0" SECTION. 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 10. 15'-0" 0 30'-0" UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 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 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS 1109.0. IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. UTILITY LEGEND: 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. MANHOLE 13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. CATCH BASIN 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. GATE VALVE AND VALVE BOX EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. PROPOSED FIRE HYDRANT 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS I WATER MAIN 0 REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 0 a SANITARY SEWER 16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND ` COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. STORM SEWER Know what s ueloW. FES AND RIP RAP Call before you dig. 2/4/2022 5:09:21 PM C io vi'm SIa i e G R o U P Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk GROUNE) ,ill, s N CO ('7 L0 J LUU Z J m 0 vJ'U'^^ N/`� C.0 M IJ7 L0 00 6L LU Wc) Z J W a_ w LLJm J J LUO O O T_ 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. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION UTILITY PLAN C400 COPYRIGHT CIVIL SITE GROUP INC. "A" WEAR COURSE (MNDOT PAVEMENT DESIGN 2360 - SPWEA340B) TYPE WEAR (A) BASE (B) AGG.(C) TACK COAT (MNDOT 2357) CONTRASTING SQUARE R, "B" BASE COURSE (MNDOT LIGHT DUTY 1.5" 2.0" 6.0" 2360 - SPNWB330B) HEAVY DUTY 2.0" 2.0" 8.0" "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) TOWARD DRIVE AISLE NOTE: COMPACTED SUBGRADE IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE (100% OF STANDARD GEOTECH REPORT FOR FINAL PAVEMENT SECTION. PROCTOR MAX. DRY IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE DENSITY) CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO ADJ. SIDEWALK GEOTECH FOR FINAL PAVEMENT SECTION. BITUMINOUS PAVEMENT - ALL TYPES NTS 3" RADIUS CORNERS s 12 1:3 BATTER SLOPE GUTTER 1/2" RAD IUS6" 3/4"/1' 0.5% SLOPE -CONSTRUCT WITH REVERSE SLOPE FINISHED GRADE GUTTER (T.O. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROM CURB. SEE PLAN FINISHED GRADE NOTES: 1. INSTALL CONSTRUCTION JOINTS AT a v 4 . 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS CLASS V AGGREGATE SUBBASE -SEE BITUMINOUS PAVEMENT DETAIL (6" MIN.) B-612 CONCRETE CURB AND GUTTER NTS EXTEND POST PAST TOP OF POST GALVANIZED STEEL FASTENER (TYP. OF 2) METAL SIGN ACCORDING TO MN STATE CODE GREEN POWDER COATED STEEL SQUARE POST AS SPECIFIED 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. 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 10° SLOPE, TYP. ALL AROUND MATERIAL VARIES, SEE PLAN & DETAILS COMPOUND FILL ANNULAR SPACE TO 1" FROM TOP WITH SILICA SAND 4" METAL PLATE WELDED TO BOTTOM OF 6" PIPE DTE: SIGN SHALL BE AS SPECIFIED. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING RADE, SEE SIGN POST INSTALLATION DETAIL VERIFY POST PAINT COLOR WITH LANDSCAPE ARCHITECT RIOR TO INSTALLATION. ACCESSIBLE SIGN AND POST NTS 8' 8' 8' L �C Lu E c HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH NIN�\ CONTRASTING SQUARE R, N\ 1. ACCESSIBLE CURB RAMP. BACKGROUND, CENTERED �J SEE GRADING &DETAILS TOWARD DRIVE AISLE FACE OF CURB 4" WIDE PAINTED STRIPING, 45° ADJ. SIDEWALK CROSS STRIPE PATTERN AT O.C. AT ACCESS AISLE 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 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 HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 2' MIN,. AND 8' MAX. FROM FACE OF CURB 6" RADIUS 2" DIAMETER LINE WIDTH FOR FIGURE LINE WIDTH OUTSIDE BORDER -6" SQUARE OVERALL LAYOUT 18" RADIUS "WHEEL" SHAPE 4. ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE PAINTED SYMBOL DIAGRAM ACCESSIBLE PARKING PAVEMENT MARKING NTS 20" FINISHED GRADE GUTTER 3/4'/1' CONTINUOUS SLOPE CONCRETE CURB AND GUTTER PAVEMENT MATERIALS SEE DETAIL 6" NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/ 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS RIBBON CURB NTS THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" M FROM TOP OF WALK / FINISHED QADE a 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-SITE A.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 N T S (PRIVATE PROPERTY) O z N 5" CONCRETE PAVEMENT PLANTING SOIL FINISHED GRADE / FINISHED GRADE LO —NATIVE SOIL— CLASS 5 AGG. SUBBASE — 2" NOM. METAL POST PER FENCING SYSTEM MANUF., TYP. 8" DIA. CONCRETE FOOTING AT CORNER AND END POSTS NOTCH @ TRENCH DRAIN 24"tel RECON BLOCK - INSTALL PER MANUF. FINISHED GTZADE OR ADJ. PAVEMENT GEOGRID PER MANUFACTURER SPECS & MEASUREMENTS LEVELING PAD PER MANUF.. 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. SEGMENTAL RETAINING WALL NTS 2/4/2022 5:09:23 PM C io vi'm I S1,9 i le G R o U P Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) r -s, l,ui, els N CO c'7 LO LO O J LU I— O J m J O O U W N CO M LO LO V O L]i MW W z J p J W Y ofQ o� 120 J J O O O 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. MaTthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION CIVIL DETAILS C500 COPYRIGHT CIVIL SITE GROUP INC. 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 CONSTRUCTION SEQUENCING 3H:1 L MAX. 7-C 24" CONSTRUCTION SAND (UNDER ROCK WINDOW ONLY) SIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS SEE GRADING PLAN FOR DEPTH 6-8" CRUSHED ANGULAR RIP RAP IN BOTTOM OF BASIN PLANT MATERIAL, SEE LANDSCAPE PLAN MUST OVER EXCAVATE DOWN TO SUITABLE SOILS. FIELD VERIFY WITH SOILS ENGINEER 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. BIO -INFILTRATION BASIN (RAIN GARDEN - TYP.) NTS 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. L Bc Q 5Bc_ 0.5Bc Bc+12" Min. _I IIIIIII Compacted Backfill Illll 2000# Concrete LOAD FACTOR 2.3 "Bc" Denotes outside CLASS A diameter of pipe Concrete backfill to 0.5 of outside diameter with shaped bedding. Compacted Backfill Course Filter Aggregate MnDOT Spec. 3149H Mod. j — "—"'—"'—"'—I" "'—'' LOAD FACTOR 1.9 Bc+12' Min. Bc" Denotes outside CLASS B diameter of pipe Hand shaped from angular bedding material 6" -1 illl —IIII Compacted Backfill Bc =11111- --m-]0.5Bc�— "Bc" Denotes outside Bc+12" Min. diameter of pipe LOAD FACTOR 1.5 CLASS C-1 Hand shaped from firm undisturbed soil Compacted Backfill Course Filter Aggregate MnDOT Spec. 3149H Mod. LOAD FACTOR 1.5 "Bc" Denotes outside CLASS C-2 Bc+12" Min. diameter of pipe Hand shaped from angular bedding material PIPE BEDDING - RCP & DIP NTS + + + + + + + + + + + /,+-=,,,r= 12" -� + + + + + + + -� + + + + + + + + + + ++ ++ + + + + Compacted - Backfill Min. =Bc+12 "Bc" Denotes outside diameter of pipe 1v1'm Slo tie G R O U P Civil Engineering ^ Surveying ° Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFFIRM G`ROUN0 - ---. - - -. 'yineers Compacted Backfill ' �__ U L O Granular Borrow (MnDOT Spec. 3149A modified) PIPE FOUNDATION & BEDDING IN GOOD SOILS Bedding Foundation + + + + + + + + + + + + + + + + + + F + + + + + + + + + + + + + + + + + + + + + + + + I— 12" -1 - =I + + + + + + + + + + + + I= + + + + Bc + + + + + + =1 + + + + + + + + + + =1 + + + + + + + + + + + ;I + + + + + + + .. + 6" /a ria 0/l e/ "'— �\—Course Filter "Bc" Denotes outside Minimum Agg. (MnDot Spec. diameter of pipe 3149H Modified) 2d+Bc+12" �I�S��l�J\1�7�\I[�]\E:�:���]�]I\[1�1�■I�Z�]:S.`Z�]I[.l PIPE BEDDING - PVC NTS 2/4/2022 5:09:24 PM U) FIIIIIIIIIIIIIIIIIII z w 2a a a 0 J J W U H Z O 2 N CO M LO Ln LU O 100J O U W N O M L0 LO z V/ O 1Z LU W m z J O J W Y Q �ry �m J LU Y O O O T_ 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. - Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION CIVIL DETAILS I C501 COPYRIGHT CIVIL SITE GROUP MATCH MODIFIED DESIGN CURB & GUTTER {TYPICAL) 0 {TOTAL) NOTE STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD 8E TW61TIONEC FROM THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING, Standard Plate Library City of Monticello 1'- C' OR 5' IN BACK OF CURB IF CONCRETE WALK OR BITUMINOUS PAIN ARE HYDPPFINDER PRESENT FLAG - WATERCUS MODEL R] HrDRANr YELLOW OUT OF ORDER TAG TO BE INSTALLED ON PUMPER CONN, AFTER BACiN-FILL BREAKOFF FLAME 1" TO 2" WA%IMUM &I ABOVE BURY LINE (FINISHED GRACE) VALVE BOK AS SPECIFIED 2 LAYERS OF POLY (4 mJ) DIAMETRAL By 3' DEEP PI' NDER HYDRANT FILLED WIT, MINIMUM OF 1 C.Y. OF 1 -1/2' CLEAR STONE THRUST_ MEGALUG BLOCKING BEHIND HYDRANT PRECAST CONCRETE BASE AS spoan (IS"r 15'x 4-) Concrete Curb & Gutter at Catch Basin 03-05 Plate No. d`03-15 5004 III OR FUTURE STREET CURB OR GUTTER UNE FINISHED GRADE wATERU`AIN AS REQUIRED T0' 1/4 STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED ET ADAPTOR INC. ORRAL�APPROVED EQUAL I�GAl11C L GATE VALVE TEE4 BLOCKING TiRu5T 171 BELOW DATE BLOCKING VALVE BEHIND TEE Title: Standard Plate Library Typical Hydrant Installation City of Monticello Date: 03-05 Plate No. Revised" 2001 'D3-17 35 1/4 43" CURB INLET FRAME AND CURB BOX 21 NEENAH N0. R -3087-Y PLAN CONCRETE COLLAR ALL STORM SEWER CA INSTALL THENAL SHIELD SHOWN ON THE PIAN: (OR APPROVER EOUAL)� DEPRESSED 0.19' BEL EXTERNAL CHIMNEY SEPL ELEVATION (SEE DETNI 4" MIN - 14' MAX ENCASE IN CONCRETE ! \ M 1 COLLPA USE CONCRETE CURB MIX FOR COLLAR, R�1R FINISH GRADE 4'. CONCRETE COLLAR NOTES: SECTION A -A POUR' 3- TO 4' CONCRETE COLLAR AROUND RINGS HATENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE -D01 DE51GN H. THE CASTING SHALL BE MCNAH R-3ECII Standard Plate Library M� Standard Catch Basin City of Monticello Dete: 03_05 gate No Revise d:03-17 4002 T T 6" MAX TRANSVERSE & LONCITUDNAL BARS 5/8 " TVR 1APRON 8" TO 2T° S 3%d " TVR 30&LARGER APRONS. I6. ANCHOR TOP h BOTH ENDS N= H ALL TRASH ,ANUS SHALL BE GALVANIZED AFTER —.GAT.. PER MNDOT SPEC, 3392 & 3394. 2'. APPLIES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD TO THE FLARED END SECTION SHALL BE LEFT EXPOSED Standard Plate Library M� Trash Guard for End Section City of Monticello Date: 03-05 Plate No. Revised: 03-15 4007 w z 6 O ED 7 Foold _11ral lim Mill PLAN CASNNG TD BE STT O.I C' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD CURB INLET FRAME PND CURB BOM TOR APPROVED EQUAL) STANI CASTING - NEENAH R -3087-V E ERNAL CONNE, SEAL XWWON6 RINGS 4" MIN - 2" MAX ENCASE WITH CONCRETE MANHOLE COVER TO BE 48" DIA COLLAR GRETTEX TYPE II WITH 24"x 36' R" OPENING 8' 24' R' CONCTREIE DOGHOUSE REWIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION c •gNEN510N VARIES BASED ON STRUCTURE DIANUER RCP PIPE CONCRETE CATCH BASIN MANHOLE NOTES: AND BASE TO BE CRETE% TYPE 4330 OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT M OUTLET. SECTION 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED - CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL HE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH MD/DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R-4342. CATCH BASIN MANHOLES LOCATED IN F SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP 51,AH WITH A 27' ROUND OPENING. THE LISTING SNALL BE NEENAH R -3508-A2. Tttle: Standard Plate Library Catch Basin Manhole City of Monticello Dete: Plate No. 03-05 Revised:03-17 4003 G E1111111 n W a FRAME AND COVER GROUTING BETWEEN PIPE AND 11 ADJUSNNG RINGS ogi MIN 4" - MAX 12" oY J wt Q O Q H d U az LF INTERNAL CHIMNEY SEAL ryr �N �00 11 ALL MANHOLE JOINTS BARREL TO CONFORM TO ASTM C -47V `I 00 LATEST REVISKNJ .'"ik E21111111111111 G STANDARD MANHOLE n W a FRAME AND COVER GROUTING BETWEEN PIPE AND ADJUSNNG RINGS ogi MIN 4" - MAX 12" oY J wt Q O Q H d U az LF INTERNAL CHIMNEY SEAL ryr �N �00 11 ALL MANHOLE JOINTS BARREL TO CONFORM TO ASTM C -47V `I 00 Standard Plate Library City of Monticello Riprap Detail a� o 03-"05 Plate No. 4009 03-15 MANHOLE STEPS SMALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA 1NDUSTIRIM INC.) CONTURNING TO ALL DSIA RECULATUIS AND SPACED 16" OC. STANDARD MANHOLE FRAME AND COVER GROUTING BETWEEN PIPE AND ADJUSNNG RINGS _ MANHOLE BARREL SHALL BE MIN 4" - MAX 12" WRING WITH NON -SU CEMENT 21' CIA WITH EXTERNAL OR INTERNAL CHIMNEY SEAL USE R-2 JOINT FOR ALL MANHOLE JOINTS BARREL TO CONFORM TO ASTM C -47V `I LATEST REVISKNJ .'"ik E21111111111111 Standard Plate Library City of Monticello Riprap Detail a� o 03-"05 Plate No. 4009 03-15 MANHOLE STEPS SMALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA 1NDUSTIRIM INC.) CONTURNING TO ALL DSIA RECULATUIS AND SPACED 16" OC. Title; AStandard Plate Library Cone Section, Casting Steps, and Adjusting Rings City of Monticello Date: 03-05 Plate Na. ReT,ised:03-15 1001 USE NEENAH R --1542—A FOR LOW PROFILE APPLICATIONS USE NEENAH R1755—G FOR WATERTIGHT APPLICATIONS. lETTEPoNG TO READ: SANITARY SEWER. STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. NEERAH R-1642. WITHTYPE B SOLD LID MACHINE III OR EQUAL R JI,G, CO CEALED PICKHCLES (2) REPEAT OPPOSITE SI EXCEPT FOR LETTER 21 I BEARI SURFACE TO BE MACHINED LiL� 1�1� COVER 7I 24" 2B v2 " 3b" FRAME Title: Standard Frame Standard Plate Library and Cover City of Monticello Dote: Plate No. Relesed. o3 -D5 1002 03-15 T EXISTING (OR FINISHED) GRADE PLu GCE FAC 4 NOTES: 1- RE -USE EXISTING AIR BLEED LINES AND PLUGS 1" CORPORATION STOP ON PROPOSED STUBS. INSTALLATION TO BE III E AT NO ADDITIONAL COMPENSATION- FURNISH NEW CASKETS WHERE REOUIRED. 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER AND I" CORPORATION STOP. ALL OTHER WATERMA N WORK TO BE INCIDENTAL TO THE PROJECT, 1' COPPER PLUGGED END AIR BLEED DETAIL STEEL T-511LE PENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MRNIMUAI 2 REFLECTORIYED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK VALVE BOX. TO BE INSTALLED AT THE TIME OF VALVE BOX INSTALLATION (INCIDENTAL) 4' NOTE: GROUND LINE E GATE VALVE BD%ES ARE EXTENDED, THERE SHALL GATE VALVE NUT EXTENSION TO MEN 75' OF FINISHED GRADE MO ATTACHED 1 TO THE DATE VALVE NUT 2 VALVE BOX 1/2" RUBBER CASKET INST BETWEEN THE GATE VALVE AND MIN7.5 'COVER (UNLESS ATE GVALVE ADAPTOR OTiREPACSE NOTED) 1/4"' STEEL VALVE BON ADAPTOR WITH PROTECTVE COATING AS 1/2 Cu. YD. GRAVEL MANUEALTi1RED BY ADAPTOR INC. OR APPROVED ECUAL WATERMAIN GATE VALVE WATERMAIN VALVE BOX INSTALLATION Title; Air Bleed Detail And Standard Plate Library Valve Box Installation City of Monticello Dote: 03-05 Plate No, Revilsed:2003 03-15 STANDARD FRAME & INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SFA. 1;r- � CASTING ADJUSTING RINGS 4" MIN - 12" MAX OVER \IT ROADWAY SURFACE SEE M.DOTCCVLR STANDARD PLATE 4020 COVER FOR REQUIREMENTS rO�C WALL CONSTRUCTION SHALL BE CLASS u PRECAST PIPE, EXCEPT 48" DIA MAY BE ASTMC470 CONCRETE PIPE, SEE MnDOT STANDARD PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP OR BOTTOM OF THIS SECTION). CAST -IN-PLACE A' TO 10' CONCRETE OR MASONRY CONSTRUCTION By ENGINEER (BRICK BLOCK) ALLOWED ONLY IF APPROVED CONCRETE DOGHOUSE REQUIRED ON OUTSIDE ANO INSIDE OF STRUCTURE AND PERE CONNECTION ME S7R0CTURE-1 e" POURED CONCRE E BASE. FOR ALTERNATE PRECAST CONCRETE BASE_ SEE MnDOT STANDARD PLATE 4DI I (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. Q1 REFER 70 STANDARD PLANS FOR HEIGHT AND DIAMETER REOURI © MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING M ALL OSHA REGULATIONS AND SPACED 16" OC. © MINIMUM STEEL RFIREORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED ® GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS CR I BLOCK MINIMUM FOR MASONRY CONSTUCTION ©. REINFORCEMENT AS PER MNDOT SPEC 3301, GRADE 50. AStandard Plate Library City of Monticello R" MANHOLE MANHOLE OR PLASTERED OR CATCH EXTERIOR OR BASIN UASIN SEWER BRICK (MnDOT SPEC 3816) BLOCK MASONRY CONSTRUCTION Standard Manhole for Storm Sewer 03-05 Plate No. 1:03-17 4001 Zvi99 o I SIaie G R O U P ;ivil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 l�. FIRM GROUNE) i nEDe r N co M LO LO w I= 5O L _J W O rUn v J N co 'co L J 2 V/ O 1Z LU W mz J p J W L.I. LUW J 0 0 0 T_ 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. Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY CHIMNEY (INTERNAL OF EXTERNAL) E% OR APPROVED EA DATE DESCRIPTION 11/4/19 CITY SUBMITTAL FRAMERAMAMANHOLE 12/12/19 CITY RESUBMITTAL ANND [OVER GROUTING BETWEEN PIPE AN MANHOLE BARREL SHALL BE 01/22/20 CITY RESUBMITTAL ATH NON -SHRINKING CEMENT 11/8/21 CITY RESUBMITTAL INSIDE DRor SEcnau MING4 lI- MAX 12' 02/07/22 CITY RESUBMITTAL SHALL BE 5' DTA (ID.) 27" °A TDP BF PROFUSE, SUBCNAGE THE TOP 3' SHALL BE COMPACTED B" AT A MIN OF 1009 OF STANDARDWRAP PWG 'MRI 4 MIL, POLY MANHOLE SECTION TO BE PROCTOR DENSITY (MN/00T 2105) NECAUL6 MEGALUG 4ASTM C-418 CLASS 11 CIRCULAR HEINE I LATEST REVISION Iy A MAX OF 2' UFTS TO BE WETTED AN 48" DW MEA NSONSOLIDATED AND COMPACTED TO AORY N OF 95% OF STANDARD PROCTOR USE R-2. F.11 FDR DENSITY {MN/DOT 2105) RUC ALL MANHOLE JOINTS SREP$ AT 4' COVER CCMPACTEO TO 95. OF TEE AND BEND BEND PLUG STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT NOTES „CRE -SEAL", -RESEAL-, OR APPROVED EQUALB PRECAST CASKET CONNECTION SHALL BE USED o 1. THRUST SLOCKINC TO BE USED FOR BEND 22 1/2' PIPE SIZE BEARING AREA FOR CONNECTION RIPE i0 MANHOLE Mo OVER' 7Q• 2. THRUST HLPRESSU ESA ONLY BE USED WHERE fi" 2.0 SD i WORKING PRESSURES ARE LESS THAN 750 PSL 6 8.a sa ET GRPNUTAR BEDDING AS 3, THRUST EA.CLT(S BEARING MEA To BE PouNF0 t0 - 12 140 SQ Fi tfi 20.0 50 Ff VARIABLE > PER MN/DOT 3144.2E p,GARNST UNDISTURBED SOIL. 4- POURED CONCRETE THRUST BLOCKING MAX, 24' ® SHML BE USED FOR 12" OR LARGER DIAMETER WATERMAIN 6' MIN A- ALL PIPE JOINTS WITHIN 10 FT, OF A BEND PRECAST BOTTOM SECTION GRAIJUTAP FOMMDATION WHERE SNAIL BE RESTAINEO USING TE TIDOS PRECAST ORDERED BY THE ENGINEER 5 IN 1r ax encN WAYDRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE 10 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED 2, THE ENGINEER. STANDARD MANHOLE FOR REVISION SUMMARY SANITARY SEWER NO SCALE nATF nFSCRIPTI(-)N NOTES: (D MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.)- CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 0 IF DROP IS GREATER THAN 24' INCHES, USE OUTSIDE DROP - Standard Plate Library City of Monticello Title: Standard Sanitary Manhole Late: 03-05 Plate No. ievised:03-15 3001 Title: Standard Plate Library Typical Trench Compaction and Class B Bedding City of Monticello Date: 03-05 Plate No. Revised: 03-15 1 007 Standard Plate Library City of Monticello 2/4/2022 5:09:25 PM CIVIL DETAILS ■ COPYRIGHT CIVIL SITE GROUP INC. STANDARD MANHOLE FRAME AND COVER GROUTING BETWEEN PIPE AND ADJUSNNG RINGS _ MANHOLE BARREL SHALL BE MIN 4" - MAX 12" WRING WITH NON -SU CEMENT 21' CIA WITH EXTERNAL OR INTERNAL CHIMNEY SEAL USE R-2 JOINT FOR ALL MANHOLE JOINTS BARREL TO CONFORM TO ASTM C -47V `I LATEST REVISKNJ .'"ik Title; AStandard Plate Library Cone Section, Casting Steps, and Adjusting Rings City of Monticello Date: 03-05 Plate Na. ReT,ised:03-15 1001 USE NEENAH R --1542—A FOR LOW PROFILE APPLICATIONS USE NEENAH R1755—G FOR WATERTIGHT APPLICATIONS. lETTEPoNG TO READ: SANITARY SEWER. STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. NEERAH R-1642. WITHTYPE B SOLD LID MACHINE III OR EQUAL R JI,G, CO CEALED PICKHCLES (2) REPEAT OPPOSITE SI EXCEPT FOR LETTER 21 I BEARI SURFACE TO BE MACHINED LiL� 1�1� COVER 7I 24" 2B v2 " 3b" FRAME Title: Standard Frame Standard Plate Library and Cover City of Monticello Dote: Plate No. Relesed. o3 -D5 1002 03-15 T EXISTING (OR FINISHED) GRADE PLu GCE FAC 4 NOTES: 1- RE -USE EXISTING AIR BLEED LINES AND PLUGS 1" CORPORATION STOP ON PROPOSED STUBS. INSTALLATION TO BE III E AT NO ADDITIONAL COMPENSATION- FURNISH NEW CASKETS WHERE REOUIRED. 2. NEW LINES WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER AND I" CORPORATION STOP. ALL OTHER WATERMA N WORK TO BE INCIDENTAL TO THE PROJECT, 1' COPPER PLUGGED END AIR BLEED DETAIL STEEL T-511LE PENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MRNIMUAI 2 REFLECTORIYED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK VALVE BOX. TO BE INSTALLED AT THE TIME OF VALVE BOX INSTALLATION (INCIDENTAL) 4' NOTE: GROUND LINE E GATE VALVE BD%ES ARE EXTENDED, THERE SHALL GATE VALVE NUT EXTENSION TO MEN 75' OF FINISHED GRADE MO ATTACHED 1 TO THE DATE VALVE NUT 2 VALVE BOX 1/2" RUBBER CASKET INST BETWEEN THE GATE VALVE AND MIN7.5 'COVER (UNLESS ATE GVALVE ADAPTOR OTiREPACSE NOTED) 1/4"' STEEL VALVE BON ADAPTOR WITH PROTECTVE COATING AS 1/2 Cu. YD. GRAVEL MANUEALTi1RED BY ADAPTOR INC. OR APPROVED ECUAL WATERMAIN GATE VALVE WATERMAIN VALVE BOX INSTALLATION Title; Air Bleed Detail And Standard Plate Library Valve Box Installation City of Monticello Dote: 03-05 Plate No, Revilsed:2003 03-15 STANDARD FRAME & INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SFA. 1;r- � CASTING ADJUSTING RINGS 4" MIN - 12" MAX OVER \IT ROADWAY SURFACE SEE M.DOTCCVLR STANDARD PLATE 4020 COVER FOR REQUIREMENTS rO�C WALL CONSTRUCTION SHALL BE CLASS u PRECAST PIPE, EXCEPT 48" DIA MAY BE ASTMC470 CONCRETE PIPE, SEE MnDOT STANDARD PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP OR BOTTOM OF THIS SECTION). CAST -IN-PLACE A' TO 10' CONCRETE OR MASONRY CONSTRUCTION By ENGINEER (BRICK BLOCK) ALLOWED ONLY IF APPROVED CONCRETE DOGHOUSE REQUIRED ON OUTSIDE ANO INSIDE OF STRUCTURE AND PERE CONNECTION ME S7R0CTURE-1 e" POURED CONCRE E BASE. FOR ALTERNATE PRECAST CONCRETE BASE_ SEE MnDOT STANDARD PLATE 4DI I (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. Q1 REFER 70 STANDARD PLANS FOR HEIGHT AND DIAMETER REOURI © MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING M ALL OSHA REGULATIONS AND SPACED 16" OC. © MINIMUM STEEL RFIREORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED ® GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS CR I BLOCK MINIMUM FOR MASONRY CONSTUCTION ©. REINFORCEMENT AS PER MNDOT SPEC 3301, GRADE 50. AStandard Plate Library City of Monticello R" MANHOLE MANHOLE OR PLASTERED OR CATCH EXTERIOR OR BASIN UASIN SEWER BRICK (MnDOT SPEC 3816) BLOCK MASONRY CONSTRUCTION Standard Manhole for Storm Sewer 03-05 Plate No. 1:03-17 4001 Zvi99 o I SIaie G R O U P ;ivil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 l�. FIRM GROUNE) i nEDe r N co M LO LO w I= 5O L _J W O rUn v J N co 'co L J 2 V/ O 1Z LU W mz J p J W L.I. LUW J 0 0 0 T_ 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. Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY CHIMNEY (INTERNAL OF EXTERNAL) E% OR APPROVED EA DATE DESCRIPTION 11/4/19 CITY SUBMITTAL FRAMERAMAMANHOLE 12/12/19 CITY RESUBMITTAL ANND [OVER GROUTING BETWEEN PIPE AN MANHOLE BARREL SHALL BE 01/22/20 CITY RESUBMITTAL ATH NON -SHRINKING CEMENT 11/8/21 CITY RESUBMITTAL INSIDE DRor SEcnau MING4 lI- MAX 12' 02/07/22 CITY RESUBMITTAL SHALL BE 5' DTA (ID.) 27" °A TDP BF PROFUSE, SUBCNAGE THE TOP 3' SHALL BE COMPACTED B" AT A MIN OF 1009 OF STANDARDWRAP PWG 'MRI 4 MIL, POLY MANHOLE SECTION TO BE PROCTOR DENSITY (MN/00T 2105) NECAUL6 MEGALUG 4ASTM C-418 CLASS 11 CIRCULAR HEINE I LATEST REVISION Iy A MAX OF 2' UFTS TO BE WETTED AN 48" DW MEA NSONSOLIDATED AND COMPACTED TO AORY N OF 95% OF STANDARD PROCTOR USE R-2. F.11 FDR DENSITY {MN/DOT 2105) RUC ALL MANHOLE JOINTS SREP$ AT 4' COVER CCMPACTEO TO 95. OF TEE AND BEND BEND PLUG STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT NOTES „CRE -SEAL", -RESEAL-, OR APPROVED EQUALB PRECAST CASKET CONNECTION SHALL BE USED o 1. THRUST SLOCKINC TO BE USED FOR BEND 22 1/2' PIPE SIZE BEARING AREA FOR CONNECTION RIPE i0 MANHOLE Mo OVER' 7Q• 2. THRUST HLPRESSU ESA ONLY BE USED WHERE fi" 2.0 SD i WORKING PRESSURES ARE LESS THAN 750 PSL 6 8.a sa ET GRPNUTAR BEDDING AS 3, THRUST EA.CLT(S BEARING MEA To BE PouNF0 t0 - 12 140 SQ Fi tfi 20.0 50 Ff VARIABLE > PER MN/DOT 3144.2E p,GARNST UNDISTURBED SOIL. 4- POURED CONCRETE THRUST BLOCKING MAX, 24' ® SHML BE USED FOR 12" OR LARGER DIAMETER WATERMAIN 6' MIN A- ALL PIPE JOINTS WITHIN 10 FT, OF A BEND PRECAST BOTTOM SECTION GRAIJUTAP FOMMDATION WHERE SNAIL BE RESTAINEO USING TE TIDOS PRECAST ORDERED BY THE ENGINEER 5 IN 1r ax encN WAYDRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE 10 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED 2, THE ENGINEER. STANDARD MANHOLE FOR REVISION SUMMARY SANITARY SEWER NO SCALE nATF nFSCRIPTI(-)N NOTES: (D MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.)- CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 0 IF DROP IS GREATER THAN 24' INCHES, USE OUTSIDE DROP - Standard Plate Library City of Monticello Title: Standard Sanitary Manhole Late: 03-05 Plate No. ievised:03-15 3001 Title: Standard Plate Library Typical Trench Compaction and Class B Bedding City of Monticello Date: 03-05 Plate No. Revised: 03-15 1 007 Standard Plate Library City of Monticello 2/4/2022 5:09:25 PM CIVIL DETAILS ■ COPYRIGHT CIVIL SITE GROUP INC. A S 4 4- O O FLARE FLARE Bp[K F CUR D B FLOW LINE FRONT OF CUTTER A PERPENOICULAR A �J 5 NON -W pLKABLE OR NDN -W ALK4BLE OP O 4 L WA KA WA %A 5 FAC BLE SURFACE L BLE VR C 4 O FLARE FLARE O O 0" I B 3 l O O I 1 A TIERED PERPENDICULAR PENDICULAR C 7 � ()- V I 4'l L PARALLEL YAR. MIN. FF CURB OR A AEPWREO LANDING CURB AND GLLTTE WIkP 0.02FT✓FT .HAM. f G., • X0. FT./FT. ABD CONCRETE ,01055 FT./FT PREFERRED WALK SECTION A -A PERPENDICULAR/ 11FRED/01AGONAL CDRB OR CURB AND GUTTER) VAR. 4'0" MIN. REWIRED LANDING PA" Fl./FT. MA% 9 2 6, 6 > 0.02 FT./FT. AND CONCRETEFT✓FT PREFERRED W ALN SECTION B -B FAN _c/A' R_ BE CMB OR CURB AND CUTTER LANDING WALKABLE WALKABLE FLARE FLARE RAMP WALKABLE - WALKABLE SURFACE 8-10x SURFACE TNCRETE m ONCRET FLARE FLARE z 1 2 PAVED FLARES ADJACENT TO WALKABLE SURFACE ;LANDING NOR-WALKARLE RAMP NPN -WALKABLE SUREXCE SVRFILE 6 I1 CONCRETE CONCRETE_, (FLARE mL�ILL�AAIEJ 1 MINIMUM PAVED FLARES ADJACENT TO NON -WALKABLE SURFACE LANDING RACP NON -WALKABLE NON -WALKABLE SURFACE N6 SURFACE GRAD:6n FIAR , GRADED /FLARE 2 l U l 1 l U l 2 CRAVED FLARES ;LANDING CURB DESIGN V - [(IRB DESIGN V SEE PEDESTRIAN RAMP SEE PEDESTRIAN APEPOACH NC SE AP..HACH HOSE PE PIL AE R NON -WALKABLE NON_.AL%ABLE SURFACE SURFACE 2 1 2 RETURNED CURB D 4 If TYPICAL SIDE TREATMENT OPTIONS O D mu J ` I.0% MIN. YMAX VAR. RAMP 2.0MA. JI I M LASS 5 S" MINI MU f �Wl.�Tl SURF ACE AGGREGATE BASE THESE 0(AGONAL BACK BE CMB t%n HALL ONLY BE USED AFTER ALL V I 4'l L PARALLEL YAR. MIN. FF CURB OR A AEPWREO LANDING CURB AND GLLTTE WIkP 0.02FT✓FT .HAM. f G., • X0. FT./FT. ABD CONCRETE ,01055 FT./FT PREFERRED WALK SECTION A -A PERPENDICULAR/ 11FRED/01AGONAL CDRB OR CURB AND GUTTER) VAR. 4'0" MIN. REWIRED LANDING PA" Fl./FT. MA% 9 2 6, 6 > 0.02 FT./FT. AND CONCRETEFT✓FT PREFERRED W ALN SECTION B -B FAN _c/A' R_ BE CMB OR CURB AND CUTTER LANDING WALKABLE WALKABLE FLARE FLARE RAMP WALKABLE - WALKABLE SURFACE 8-10x SURFACE TNCRETE m ONCRET FLARE FLARE z 1 2 PAVED FLARES ADJACENT TO WALKABLE SURFACE ;LANDING NOR-WALKARLE RAMP NPN -WALKABLE SUREXCE SVRFILE 6 I1 CONCRETE CONCRETE_, (FLARE mL�ILL�AAIEJ 1 MINIMUM PAVED FLARES ADJACENT TO NON -WALKABLE SURFACE LANDING RACP NON -WALKABLE NON -WALKABLE SURFACE N6 SURFACE GRAD:6n FIAR , GRADED /FLARE 2 l U l 1 l U l 2 CRAVED FLARES ;LANDING CURB DESIGN V - [(IRB DESIGN V SEE PEDESTRIAN RAMP SEE PEDESTRIAN APEPOACH NC SE AP..HACH HOSE PE PIL AE R NON -WALKABLE NON_.AL%ABLE SURFACE SURFACE 2 1 2 RETURNED CURB D 4 If TYPICAL SIDE TREATMENT OPTIONS O D mu J ` I.0% MIN. YMAX VAR. RAMP 2.0MA. OX -10-L FLARE M LASS 5 S" MINI MU f �Wl.�Tl SURF ACE AGGREGATE BASE THESE 0(AGONAL BACK BE CMB t%n HALL ONLY BE USED AFTER ALL FAN® INDICATES PEOESTRMN RAMP - SLOPE SHALL BE BETWEEN THEPCURBRAMP TYPES HAVE BEEN FRONT OF GUTTER } :a Ti, VALUATED AND DEEMED IMPRACTICAL E CiA6 M NOTES: THAN 2O% AND LESS IRAN SAXIN THE DIRECTION SHOWN LAN]INUS SHALL SE LOCATED ANYWHERE TEE PEDESTRIAN ACCESS ROUTE (PAR; CHANCES OIREC TLON. AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0'L, AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. I CONCRETE TDP OF E[DEWALK INIT DAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN IT FROM THE BACK OF CURB. WITH 6'FRCM THE BACK OF CURB BEING THE PREFERRED DISTANCE. ONLY l O APPLICABLE WHEN THE INFIIAL RAMP RUNNING SLOPE IS OVER SOY. O O SECONDARY CMR RAMP LANDINGS- ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE SECTION B -B PEDESTRIAN APPROACH WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN S.OY- NOSE DETAIL CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. LIP DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES (FOR RETURNED CURB VE OF TR VEL THUS BOTH ALL GRADE BREAKS W[THIN THE PAR SHALL BE PERPENDICULAR TO THE PA TRA SIDES OF A SLOPED WALKING SURFACE MUST BE EOVAL LENGTH. (EXCEPT 0.S STATED SN 6a BELOW. 510E TREATMENT( TO ENSURE IkITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED LANDINGS SHALL BE CAST SEPARATELY -FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE AOA SPECIAL PROVISIONS - PROSECUTION OF WORK IADAt. 3" MODIFIED FAN D ® TOP OF LUflB SHALL MATCH PROPOSED ADJACENT WALK GRADE. USED WHEN RIGHT-OF-WAY WH THE H❑ L APD IS 4- WIVE OR LESS,THETOP OF CORN TAPER 5HPLL MATCH THE RAMP Is CONSTRAINED SLOPES TO REDUCE NEGATIVE BOULEvAAD SLOPES FROM THE TOP BACK OF CURB TO THE PAR, ALL RAW TYPES SHOULD HAVE A MINIMUM 3 LONG RAMP LENGTH. 4. MINIMUMWIDTH OF DETECTABLE WARNING IS REWIRED FOR ALL RANDS. DETECTABLE WARNINGS SHALL CONTINVWSLY EXTEND FOR A IN. OF 24• IN THE PATH OF TRAVEL DETECTASLE W ANNING TO COVER ENTIRE WIDTH OF 5HARED-USE PATH5 AND THE ENTIRE PAR WIDTH OF THE WALK. BULL TABLE WARNING SHOULD BE 6' LESS THAN THE PARITRAIL WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE AARNIWGS SHALL BE SETBACK 7" FPO. THE BACK PF CURB, NARDI DETECTABLE WARMNGS SHALL BE SCTBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. Q1 MATCH FULL HEIGHT CURB. d A'MINIMUM DEPTH LANDING REGUIREO ACRO$$ TOP OF RAMP. 3 3" HIGH CURB WHEN USING A 3- LONG RAMP P HIGH CURB WHEN USING A 4P LONG RAMP. O 4 SEE SHEET 4 M O G. TYPICAL SIDE TREATMENT OPTIONS FOR DETAILS ON FLARES 1 AND RETURNED CURB6 WHEN INITIAL LANDING IS AT FALL CURDMIGHT. 5 DETECTABLE WARNINGS MAY AREA IF IT IS NOT O PART W THE 4'% 4THED FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. E TECTA Q THE GRADE RREAK SHALL BE PERPENDIONL➢R TO THE BACK OF WALK, THIS WILL ENSURE 5 THAI THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TPAVEL-ITYP (CAL FOR ALL) OT WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V COBB. IF USED,SHALL BE PLACED OLTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS. CONCRCTL OR BITUMINOUS TAPERS SHOULD BE USED OVER V LURE 70 REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. A 7'11I1 TOP RADIUS GRACE BREAK REWIRED TD BE CONSTRUCTIBLE. 9' PAVE FULL WALK WIDTH. D ' 0 "5" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE -OPTIONS HAVE BEEN EVALUATED AMC DEEMED IMPRACTICAL. 5 1 LEGEND THESE SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE ICNGlRAPP N CONDITIONS WARR ANT. LONGIRDINAE SLOPES UP TO 0.3% OR FLATTER ARE ALLOWED. 5. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN nI 5.0x MINIMUM AND 8.r.. MAXIMUM 14 THE DIRECTION SHOWN 7 AND TIC CROSS SLOPE SHALL NOT EXCEED 2.0%. Q INDICATES PEOEST RIAN RdMP - SLOPE SHALL BE GREATER A A 0% THAN .0"l. N THE DIRECTION SHOWN THAN 2. AND LE ss 5 r DI E 111 ANDCROSS SLOPE SHALL NOT EXCEED 2.0/.. • ®LANDING AREA - 4'X `'MIN. UP X S' NIN. PREFERRED( DIMENSIONS AND MAX 'EPRESSED CORNER 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. x^ CMB HEIGHT J CONCRETE L0.02 FT,/FT. MAX. WALK ` y�,� SECTION C -C yrf 4A4 } v1Yl APPROYm�,3 PARALLEL/DEPRESSED CORNER of TAA N sTATG GLs)Rn LTgINFAW 1 -2' CURBHIN LACE - - - - - - - - MATCH INPLACE - CURB HEIGHT 3" MINIMIMf CURB HEIGHT, A" PREFERRED---� MEASURED AT FRONT FACE OF CURB( FOR A MIN, 5" LENGTH IMLASURLD ALONG FLOW LINEI DETECTABLE EDGE WITH Q. CURB AND GUTTER EDGE OF ROAD 7 6 6 7 B T 6 EDGE OF T ROAD RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER PLACE DETECTABLE FACE BF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH I I DETECTABLE WARNINGS _ I f moi® 2 FPNEAREST I ALL GROSSING U ' oGROSSING•' I 4' 8.5" SURFACE f I PEDESTRIAN GA7EAAM I RAILROAD ((''�� GATE ARM 'lJ DETERHI NGSCTARLE I W➢ I ®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ci THE EDGE OF BITUMINOUS ROADWAY ANO/OA BITUMINOUS SHARED USE PATH 0 PROVIDE 415V0.L CONTRASI. Q IC 8 ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EOGE FOR THE VISUALLY IMPAIPED. THIS DETECTABLE EDGE REGUIRES DETECTABLE WARNINGS WHEREVER THERE N ZERO -INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS ANO UNIFORMLY RISES TO A 3 -INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE ANO THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS, 0 DRILL AND GROUT I - NO.4 12" LONG REINFORCEMENT BAR (EPDXY COATEOD WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE 15 POURED INTEGRAL WITH THE Y CURB. 0 R AN GROUT - NO. 4 LONG RE NFORCEMENT BARS (EPDXY COATED( WITH! " N COUNT. R NFPRCEM- Q BILL D u 2 i2' L i EPD Y ? 7 N C EI BARS ARE NO1 NEEDED IF TXE APPROACH NOSE 1$ POURED INTEGRAL WITH THE CURB AND [OTTER. © SIDE TREATMENT EXAMPLES SHOWN ARE WREN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB R.E. 6' LONG RAMP FOR 6" HIGH CLR5% WHEN THE INITIAL LANDING 15 MORE THAN 1" BCLOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED I2'MINIMUM TO IS -MAXIMUM FROM THE NEAREST RAIL FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE UETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR 70 THE NEAREST RAIL. WHEN PEDESTRIAN GATES ARE PROVIDED. DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPC5ITE THE RAIL 2 -FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIP GOVERNS OVER NOTE Q CPOSS[NG SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK ORSNARED-USE PA TIM 3'FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON {REE RIGHT ISLANDS. © SIOEWALK TO BE PLACED 8.75- MIN. FROM THE FACE OF GURB/PROJECTED FACE OF CURB. THIS ENSURES MIN.CLFARANCE BETWEEN THE SIDEWALK AND CATE ARM COUNTERWEIGHT 'SUPPORTS. WALKABLE SURFACE 1 O O 5 2' MAX 0" q� NON-WALKAHLE t°J � SURFACE 4y W l ti •OAT r D,. 2 3Q /,r S BACK OF CURB fS, O 4 P FLOW LINE 0" 5' A% 1 O 0 FRONT OF GUTTED COMBINED DIRECTIONAL Q IF NON�CONCRETE BLVD. IS CONSTRUCTED AND IS S THAN N W TH AT TDP Of UR LED$ zl A CURB TRANS T ON PAV CONCRETE RAWP WIDTH TO E ADJACENT BACK OF CORP. STANDARD ONE-WAY DIRECTIONAL (D RAMP B% TO I. SLOPE m DIRECTIONAL RAMP WALKABLE FLARE GRAPE BREAK RAMP 1 MAX.2.O% SLOPE NA A DIRECTO R$ LL DIE INS 0" b" O DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB I.0% MIN. YMAX VAR. RAMP 2.0MA. IL{ 0 R M LASS 5 S" MINI MU f �Wl.�Tl SURF ACE AGGREGATE BASE THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE BACK BE CMB 2' VAR URF OR CONCRETE TOP CF CUTTER CIRP INDICATES PEOESTRMN RAMP - SLOPE SHALL BE BETWEEN DESIGN v FRONT OF GUTTER } :a Ti, B 4 E SECTION A -A CiA6 M A 4 MIN. 12" THICK CONCRETE, MODIFY THE PUSH BUTTON THAN 2O% AND LESS IRAN SAXIN THE DIRECTION SHOWN GUTTER RF TU OR 2' I CONCRETE TDP OF E[DEWALK / l O h h/2 6., 9 . 3 I O O A SECTION B -B PEDESTRIAN APPROACH Wj"ETDA NOSE DETAIL a � (FOR RETURNED CURB 510E TREATMENT( vfPl 4r PF )KCVO „err nr ue:x rw PLACE DETECTABLE FACE BF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH I I DETECTABLE WARNINGS _ I f moi® 2 FPNEAREST I ALL GROSSING U ' oGROSSING•' I 4' 8.5" SURFACE f I PEDESTRIAN GA7EAAM I RAILROAD ((''�� GATE ARM 'lJ DETERHI NGSCTARLE I W➢ I ®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ci THE EDGE OF BITUMINOUS ROADWAY ANO/OA BITUMINOUS SHARED USE PATH 0 PROVIDE 415V0.L CONTRASI. Q IC 8 ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EOGE FOR THE VISUALLY IMPAIPED. THIS DETECTABLE EDGE REGUIRES DETECTABLE WARNINGS WHEREVER THERE N ZERO -INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS ANO UNIFORMLY RISES TO A 3 -INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE ANO THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS, 0 DRILL AND GROUT I - NO.4 12" LONG REINFORCEMENT BAR (EPDXY COATEOD WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE 15 POURED INTEGRAL WITH THE Y CURB. 0 R AN GROUT - NO. 4 LONG RE NFORCEMENT BARS (EPDXY COATED( WITH! " N COUNT. R NFPRCEM- Q BILL D u 2 i2' L i EPD Y ? 7 N C EI BARS ARE NO1 NEEDED IF TXE APPROACH NOSE 1$ POURED INTEGRAL WITH THE CURB AND [OTTER. © SIDE TREATMENT EXAMPLES SHOWN ARE WREN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB R.E. 6' LONG RAMP FOR 6" HIGH CLR5% WHEN THE INITIAL LANDING 15 MORE THAN 1" BCLOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED I2'MINIMUM TO IS -MAXIMUM FROM THE NEAREST RAIL FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE UETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR 70 THE NEAREST RAIL. WHEN PEDESTRIAN GATES ARE PROVIDED. DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPC5ITE THE RAIL 2 -FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIP GOVERNS OVER NOTE Q CPOSS[NG SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK ORSNARED-USE PA TIM 3'FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON {REE RIGHT ISLANDS. © SIOEWALK TO BE PLACED 8.75- MIN. FROM THE FACE OF GURB/PROJECTED FACE OF CURB. THIS ENSURES MIN.CLFARANCE BETWEEN THE SIDEWALK AND CATE ARM COUNTERWEIGHT 'SUPPORTS. WALKABLE SURFACE 1 O O 5 2' MAX 0" q� NON-WALKAHLE t°J � SURFACE 4y W l ti •OAT r D,. 2 3Q /,r S BACK OF CURB fS, O 4 P FLOW LINE 0" 5' A% 1 O 0 FRONT OF GUTTED COMBINED DIRECTIONAL Q IF NON�CONCRETE BLVD. IS CONSTRUCTED AND IS S THAN N W TH AT TDP Of UR LED$ zl A CURB TRANS T ON PAV CONCRETE RAWP WIDTH TO E ADJACENT BACK OF CORP. STANDARD ONE-WAY DIRECTIONAL (D RAMP B% TO I. SLOPE m DIRECTIONAL RAMP WALKABLE FLARE GRAPE BREAK RAMP 1 MAX.2.O% SLOPE NA A DIRECTO R$ LL DIE INS 0" b" O DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB EXISTING- -'?^ 1/2"R. WALK -' G - "H ➢?Y``� IVARIABLE EIGHT H 1r 6,i •°Td V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS I EXISTING WALK •w 1,R. 9(Tk. WN'NMF VARIABLE _ HEIGHT y6., � 2 V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' NIN. LANDING DISTANCE FRG. APS PUSH 6" WIDE BUTTON TO EDGE OF SIDEWALK V -CMB MUST NOT EXCEED SO INCHES I 1:2 la E" WIDE [u V RB 30" X 36" SQUARE 9" PEDESTAL POLE B PEDESTAL FOUNDATION (LINE UP CENTER OE POLE (MUST BE FLUSH WITH WITH THE BACK OF V-CURBH THE SURROUNDING WALK) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) SECTION R -R SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) YAC V CURB INTERSECTION V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V CURB HEIGHT ON. WIGIN H W NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE [PAR) CHARGES DINE L TION,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.07. AND IF THE APPROACHING WALK IS INVERSE GRADE. R P E TNI IAL CURB RAM LANDINGS SHALL BE CONSTRUE ED WITHIN ED DIEM THE BAC OF C HE, WITHAPPLICABLE WHEN THE THE BACK OF CURB BEING THE PREFERRED DISTANCE. ONLY 1 P APPLICABLE WHEN THE INITIAL PAM RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REGOIRED FOR EVER 30" OF VERTICAL RISE WHEN THE LONUIT URINAL SLOPE IS GREATER THAN I.M. CONTRACT ION JOINTS SHALL RE CONSTRUCTED ALONG ALL GRATE BREAKS WITHIN THE PAR. 1/4" BEEP VISUAL "IN1 5 SHALLUSED AT THE TOP GR➢ R OF CR T FLARES A JAC NT TO WA K E SURFACES. BE E 9E BREAK GGN E E L ES D E L ABL BREAKSW ALL GRADE SIDE WITHIN THE PAR SHALL RF PERPENDICULAR BE 0 THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SERFAGE MUST HE EODAL LENGTH. TO ENSURE INITIAL RAW5 AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK HEINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK), TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRAVE. WHEN THE BOULEVARD IS `'WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES to REDUCE NEGATIVE BOULEVARD SLOPES IBM THE TDP BACK OF CURB TO THE PAN. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3- LONG RAMP LENGTH. 4'MINIWOW WIDTH OF DEICCTA%E WARNING IS REWIRED FOR ALL RAMPS. GETECTAHLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL, DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF TWE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC LEN TW 0F RADIAL DETECTABLE WARNINGS SHOULD HOT BE GREAT R THAN 20 FELT, RADIAL DETTA E WARNINGS SHALL BE SETBACK P MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB, SEE NOTES C& FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT, Oi MATCH FULL CURB HEIGHT. O2 3" HIGH CURB WHEN USING A 3'LONG RAMP 4" HIGH CURB WHEN USING A 4'LONG RAMP. 7 3" MINIMUM CURB HEIGHT 15.5' MIN. DISTANCE REQUUREB BETWEEN DORIES( 9" PREFFAAED 17'MIN. DISTANCE REQUIRED BETWEEN BOME51. Q4 THE "BUMP" IN BETWEEN THE RAMPS SHO LO NCT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY 7HE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. 5O WHEN U51NG GONCRETE PAVED FLARES ON THE OD1510E OF DIRECTIONAL RAMPS AND 0.OJACENT TO A WALK ABLE SURFACE. DIRECTIONAL RAMP FLARES SHOULD BE USED- SEE THE DTAIL ON THIS SHE 6 GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS. FACILIAT ES OR BITUMINOUS TAPERS SHOULD BE USED OVER V [URC TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW B ICE REMOVAL. T MAX.2.0% SLOPE IN ALL DIRECTIONS IN FRCNT OF GRADE BREAK AND CRAIN TO FLOW LINE.SHALL BE O CONSTRUCTED INTEGRAL WITH CURS AND GUTTER. ® Al TB BOX WALKABLE FLARE, PLACE COMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. ®FRONT EDGE OF DETECTABLE WARNING SHALL BE 5ET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE. AND S' MAXIMUM WHEN ADJACENT TD NON -WALKABLE SO FACE WITR ONE CORNER SET T" FROM BACK OF CURB.A WALKABLE SURFACE 15 DEFINED AS A PAVED SDRFACE ADJACENT TQ A CURB RAMP WITHOUT RAISED OBSTACLES THAT COLLO MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. O11 PECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO " FROM THE BACK OF CURB WITH CORNERS 5EB T 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB. THE DETECTABLE AND SHALL COVER THE ENTIRE WIDTH T THE G THE IAI THIS ENSURES A DETECTABLE EDGE N T ANO HELP[ ELEMINA TE THE CURB TAPER OBSTRUCTING SHE PATH OF AEOES7 RIAN TRAVEL. ® THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR 70 THE BACK OF ELSE. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. TO BE USED FOR ALL DIRECTIONAL RAMPS EXCEPT WHERE DOME5 ARE PLACED ALONG THE BACK OF CURB. 6" CONCRETE WALK I.0% MIN. YMAX VAR. RAMP 2.0MA. IL{ 0 R M LASS 5 S" MINI MU f �Wl.�Tl SURF ACE AGGREGATE BASE THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE BACK BE CMB CONDITIONS WARRANT.LONGTTMINAL SLOPES NP TO 8.37. OR FLATTER ARE ALLOWED. FLOW LINE R SLOPE GUTTER INDICATES PEOESTRMN RAMP - SLOPE SHALL BE BETWEEN SECTION D -D FRONT OF GUTTER AND MINIMUM AND 6.3Y. MAXIMUM 1N THE DIRECTION SHOWN AND THE CROSS SLOPE SHHALLLNOT EMCEED 2.0%. CURB FOR DIREC7IONAL RAMPS EXISTING- -'?^ 1/2"R. WALK -' G - "H ➢?Y``� IVARIABLE EIGHT H 1r 6,i •°Td V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS I EXISTING WALK •w 1,R. 9(Tk. WN'NMF VARIABLE _ HEIGHT y6., � 2 V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' NIN. LANDING DISTANCE FRG. APS PUSH 6" WIDE BUTTON TO EDGE OF SIDEWALK V -CMB MUST NOT EXCEED SO INCHES I 1:2 la E" WIDE [u V RB 30" X 36" SQUARE 9" PEDESTAL POLE B PEDESTAL FOUNDATION (LINE UP CENTER OE POLE (MUST BE FLUSH WITH WITH THE BACK OF V-CURBH THE SURROUNDING WALK) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) SECTION R -R SIGNAL PEDESTAL & PUSH BUTTON (V -CURB) YAC V CURB INTERSECTION V CURB ADJACENT TO BUILDING OR BARRIER CONCRETE CURB DESIGN V CURB HEIGHT ON. WIGIN H W NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE [PAR) CHARGES DINE L TION,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.07. AND IF THE APPROACHING WALK IS INVERSE GRADE. R P E TNI IAL CURB RAM LANDINGS SHALL BE CONSTRUE ED WITHIN ED DIEM THE BAC OF C HE, WITHAPPLICABLE WHEN THE THE BACK OF CURB BEING THE PREFERRED DISTANCE. ONLY 1 P APPLICABLE WHEN THE INITIAL PAM RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REGOIRED FOR EVER 30" OF VERTICAL RISE WHEN THE LONUIT URINAL SLOPE IS GREATER THAN I.M. CONTRACT ION JOINTS SHALL RE CONSTRUCTED ALONG ALL GRATE BREAKS WITHIN THE PAR. 1/4" BEEP VISUAL "IN1 5 SHALLUSED AT THE TOP GR➢ R OF CR T FLARES A JAC NT TO WA K E SURFACES. BE E 9E BREAK GGN E E L ES D E L ABL BREAKSW ALL GRADE SIDE WITHIN THE PAR SHALL RF PERPENDICULAR BE 0 THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SERFAGE MUST HE EODAL LENGTH. TO ENSURE INITIAL RAW5 AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK HEINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK), TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRAVE. WHEN THE BOULEVARD IS `'WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES to REDUCE NEGATIVE BOULEVARD SLOPES IBM THE TDP BACK OF CURB TO THE PAN. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3- LONG RAMP LENGTH. 4'MINIWOW WIDTH OF DEICCTA%E WARNING IS REWIRED FOR ALL RAMPS. GETECTAHLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL, DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATH AND THE ENTIRE PAR WIDTH OF TWE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH. ARC LEN TW 0F RADIAL DETECTABLE WARNINGS SHOULD HOT BE GREAT R THAN 20 FELT, RADIAL DETTA E WARNINGS SHALL BE SETBACK P MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB, SEE NOTES C& FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT, Oi MATCH FULL CURB HEIGHT. O2 3" HIGH CURB WHEN USING A 3'LONG RAMP 4" HIGH CURB WHEN USING A 4'LONG RAMP. 7 3" MINIMUM CURB HEIGHT 15.5' MIN. DISTANCE REQUUREB BETWEEN DORIES( 9" PREFFAAED 17'MIN. DISTANCE REQUIRED BETWEEN BOME51. Q4 THE "BUMP" IN BETWEEN THE RAMPS SHO LO NCT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY 7HE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. 5O WHEN U51NG GONCRETE PAVED FLARES ON THE OD1510E OF DIRECTIONAL RAMPS AND 0.OJACENT TO A WALK ABLE SURFACE. DIRECTIONAL RAMP FLARES SHOULD BE USED- SEE THE DTAIL ON THIS SHE 6 GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED. SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS. FACILIAT ES OR BITUMINOUS TAPERS SHOULD BE USED OVER V [URC TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW B ICE REMOVAL. T MAX.2.0% SLOPE IN ALL DIRECTIONS IN FRCNT OF GRADE BREAK AND CRAIN TO FLOW LINE.SHALL BE O CONSTRUCTED INTEGRAL WITH CURS AND GUTTER. ® Al TB BOX WALKABLE FLARE, PLACE COMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. ®FRONT EDGE OF DETECTABLE WARNING SHALL BE 5ET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE. AND S' MAXIMUM WHEN ADJACENT TD NON -WALKABLE SO FACE WITR ONE CORNER SET T" FROM BACK OF CURB.A WALKABLE SURFACE 15 DEFINED AS A PAVED SDRFACE ADJACENT TQ A CURB RAMP WITHOUT RAISED OBSTACLES THAT COLLO MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. O11 PECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO " FROM THE BACK OF CURB WITH CORNERS 5EB T 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB. THE DETECTABLE AND SHALL COVER THE ENTIRE WIDTH T THE G THE IAI THIS ENSURES A DETECTABLE EDGE N T ANO HELP[ ELEMINA TE THE CURB TAPER OBSTRUCTING SHE PATH OF AEOES7 RIAN TRAVEL. ® THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR 70 THE BACK OF ELSE. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. TO BE USED FOR ALL DIRECTIONAL RAMPS EXCEPT WHERE DOME5 ARE PLACED ALONG THE BACK OF CURB. 6" CONCRETE WALK M LASS 5 S" MINI MU f LEGEND AGGREGATE BASE THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE _ CONDITIONS WARRANT.LONGTTMINAL SLOPES NP TO 8.37. OR FLATTER ARE ALLOWED. 5 INDICATES PEOESTRMN RAMP - SLOPE SHALL BE BETWEEN I AND MINIMUM AND 6.3Y. MAXIMUM 1N THE DIRECTION SHOWN AND THE CROSS SLOPE SHHALLLNOT EMCEED 2.0%. CURB F Q INDICATES RUDERA -SLOPESHALL BE -ITLI A 4 MIN. 12" THICK CONCRETE, MODIFY THE PUSH BUTTON THAN 2O% AND LESS IRAN SAXIN THE DIRECTION SHOWN TYPICAL SIDEWALK SECTION AND CROSS SLOPE SHALL HIT EXCEED 2.OY. WI IN INTERSEC ION CO NL WITHIN T CORNER LANDING AREA - 9' % 4' CIN. REGI DIMENSIONS AND MAX ® NSX NMN, 54ALL 3.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT VARIABLE DIGHT 6" 1$" 10" WIDE CONCRETE TO MIGHT or ADJAC ENT M6.1 LW IO V -CURB SECTION A -A PUSH BUTTON STATION (V -CURB) SEMI -DIRECTIONAL RAMP (3,4,9) 3- DOME SETBACK, 4- LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON IUEAU-END SIDEWALK) INSET A EXISTIA SIDEVAI 'STRIAN PATH LLL }I F TRAVEL LANDING RAMP RAMP 'I LEf Hc7H'i I r-- - - _ - - -- - - - - _ - I � 4.5x I'SX OT 1YAR1 I I -- -- WART_-_-. INSET A 4 PAN 5 TRANSITION EL 00 NDTES: A WALKABLE FLAKE IS AN H -IM CONCRETE FLARE THAT IS REQUIRED WHEN THE FLAHE IS ADJACENT TO A AAEKANLE 5URFACE•OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES V S T FLARE. HE L AR E ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS,USE OF V WHB SHOULD BE MINIMUED.GHADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRLO. V CU B SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A A" WIPTH AND SHALL MATCH PREVIOUS TOP P ;O�F SIDEWALK ELEVATIONS. (J END TAPERS AT TRANSITION SECTION 5H4,LL MATCH INPLACE SIDEWALK GRADES. 2 ALLYO CURB SHALL MATCH BOTTOM OF AfLJACFHfT WALK. n 3 Q EDGE BETWEEN NEW Y CMB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V{URB. O THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS V LINEAR FOOT OF SIDEWALK PEH HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6- OR THE RUNNING SLOPE IS GREATER THAN 5%,DOUBLE THE CALCULATED TRANSITION LENGTH. Q TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP.OR IF NEEDED.LANDING ARE AT THE FILL CURB HEIGHT (TYPICAL SECTICNI. G EXISTING CROSS SLOPE GREATER THAN 2.0%. O LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT. LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - SLOPE 5HAL1 RE BETWEEN 5.0% MEN14UM AND 9.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' % 4' MTN. iS' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2 W. SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. TRANSITION PANESTI- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE E .5 O RAMP LI THE EXISTING WALK CRO55-SLOHEET FOR OF TRANSITION SHOULD ON 0.5Y. PER I LINEAR FOOT of WALK. SFE THIS SHEET FOR ADDITIONAL INFORMATION, FRONT OOFrnF GUTTER INSET A 1'lfl RACKOF CURB/ I/4 FLOW LINE EDGE OF WALK 7" I 24" 8-12" PERPENDICULARID INSET B VAR. RAMP 6" COkGRETE WALK PRDJECTEG BACK OF CURB FRONT DF GUTTER FLOW LINE EDGE OF WALK OO 4 qO MAX I 8-12" 24" INSET 5 e OUTFLOW T U LOW GU TER O T 20' MAX. RECOMMENDED [TO TG NOT AFFECT PARKING "OLD TANGENT 5' PAST OUTSIDE ZERO N3 MIN. TAPER DOWNSTREAM SIDE) INSET A INSET A _- FRONT OF GUTTED FRONT OF GUTTER - O OBACK OF CURS/ O BACK OF CURB/ 1/4" FLOWO INE EDGE O WALK 1/4i 3/ FLD�INE-\ EDGE aF WALK I T^ T I/4" 1/4" '•I h"a I •?9 os 812"-9 4^SILL ° J. -O _,] i 2 1a a Iz'•^� OPTIONAL AISACK CURB SIDEWALK NON PERPENDICULAR FOR CURB MACHINE PLACEMENT AR_OIUND RADIUS G) CONCRETE SILL TO BE USE ONLY WHEN PEDESTRIAN ACCESS ROUTE CURB i!: GUTTER D£ -TAIL REGARDLESS OF RAMP TYPED SPECIFIED IN THE PLAN. MILL VERTICAL 5A GUT BR. EDGE B Q PAVEMENT CX 87T. 2" BITUMINOUS EXISTING BIT. REMOVE & PEPLACE t/4" MIN. TO PAVEMENT MILL A PATCH PAVEMENT BI T. PAVEMENT I/2" MAX. em 21� 2anNl� SAWCUT SAWCUT BIT. VARtARLE DEPTH CONCRETE PAVEMENT PAVEMENT CONCRETE BASE EST XIING INSET A EXISTING BIT. 2 ' P A' B T. PATCH CONCRETE P EMENT PAVEMENT & ®A. 4 9 1 I r `/2 Z441WHEN 1:3 MIN. TAPER ONLY ALLOWED PER ENGINEER'S APPROVAL 1:5 PREFERRED TAPER UPSTREAM SIDE) PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS POLEE IPARI AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 [NIH. HOLO TANGENT 5' S T THE F TRAVEL 1 P RP N AR -I FGR USE A CUPB CUTS WHERE E PEDESTRIAN'S PATH 0 PA EL IS 55V.ED E E DIGUL TO THE GUTTER O A 7 DCT$ DC ZERO P S S FLOW LINE. RAMP TYPES INCLUDE, PERPENDICULAR. TIERED PEPPENDICDLAR, PARALLEL. AND DIAGONAL RAMPS. O FOR USE AT CMB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE CUTTER FLOW LINE -RAMP TYPES INCLUDE -FANS & DEPRESSED 3 CORNERS. BEGIN GUTTER SLOPE TPANS[TION 10' OUTSIDE OF ALL CURB RAMPS. i / Q THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". 1 SMALL RACING 7/ O ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. '-' 2'-W TYPICAL PATCH IS USED 10 MATCH THE NEW GUTTER FACE INID THE EXISTING ROADWAY, Q VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REOUIREACNTS. 7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. AL �" O TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. Q8 SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE RICH POINT OR SUPER ELEVATED ROADWAY SEGMENT:.. 09 DRILL AND GROUT NO.4 EPDXY-COATED 18" LONG TIE BARS AT M' CENTER TO LARGE RADIUS MEN CENTER INTO EXISTING CONCRETE PAVEMENT )'MINIMUM FROM ALL JOINTS. 20'-40' TYPICAL HELPS PROVIDE TWO SEPARATE FOLLOWS REDUCES TIE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THISRADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USLALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. SMALL RABII76 PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION BETA IF SHEET. 2'-10'TYPICAL PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. COMBINED DIRECTIONAL ®T®� 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC.370z. (COMPOUND RADIUS) Ny DIMENSION TO BE SAME AS .SIDEWALK THICKNESS, 4" WIN. ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT}© DIRECTION OF TRAFFIC MAIN STREET \ PLAN VIEW 5 5 2 `\\ 0 � inrl, \ \ 2 NON -CONCRETE NO. -CONCRETE EXISTING 3c S1DEwALK EXIST TNG \ \ BOULEVARD BOULEVARD SIDEWALK MAX. REPLACEMENT SIDEWALK LANDING \ \ lAMIN \ B.D% MA'. \ ^ LANDING LANDING \ \ \ d 2 SAW CONCRETE SIDEWALK \ \ \ FULL DEPTH ON EXISTING \ \ JOINT (INCIDENTAL) PROFILE VIEW \ \\ \ \ � LO BLYE \ \ � CONCRETE CONCRETE 2 T 0 \ \ 89DLEYARO ROECCVARD q" SI WdEK \ \ \ \ \ \ \ \ \ \ \ (TYPLCALI ' OPTIONAL SIOEW ALK REINFORCEMENT EDGE OF THROUGH LANE SIDEWALK REINFORCEMENT TD BE USED ONLY WHEN SPECIFIED IN THE PLAN. 1.0% MIN. S.D% MAX. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT Q 1. V. MIN. CONCRETE AND BITUMINOUS ROADWAYS'. PLACEMENT ON BITUMINOUS ROADWAYS q SAX MAX. 6 MAK. SAWCUT RCPCAND PAP L7:I5 TMG CUHB Go. OF THROUGH LANE KUAa Arq PRTCR Ano WITCH n, \ \ \ PEDESTRIAN RAMP NEDESTq]AN RAMP UP TO 2.07 \ 2.OY. MAX. OR UP VP TO 2.OY. 2.OX MAX. OR UP UP TO 2.0-J. _ \ \ CHANGE TO 4% CHANGE CHANGE TO q% CHANGE CHANCE \ \ \� SAWCUT \ TF� CAC FOR USE ON CURB RAMP RETROFITS T-AaL�`sc\ FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS T/2 CURB AND GUTTER A \ PROPOSED NRB 3 \ T O •NB w TER REINFORCEMENT \ PEDESTRIAN RAMP CHANGE iD +'� CHANGE cxANGE OPTIONAL CURB LINE REINFORCEMENT DETAILS Ox `O \ \ \ \ LANDING FLOW LINE PROFILE "TABLE" -FAN 1.0% MIN. 36' MAX. 5.0'/. MAX. 3" \ \ PEDESTRIAN RAMP PEDESTRIAN RAMP Yj�' LANDING OY. MIN. .. 1.0'/. MIN. I.OY. MIN. 1.OY. WN. 1.01 MLN. P F S.OY. MAX. AN N 1.5.4 RE ERRED l.5% PREFEPPED MA L OI G 5.OX MA%. SOA X. \ FLOW LINE PROFILE RAISE - TWIN PERPENDICOLARS 12" 76" Max. \ 3" PA AN PEO STA MP 36 M E I \ I.0% NIN. IA% IN. LO% MIN. MAX.5.0% MAX ).5% PREFERRED 3.Ox MAX. MAX.12" 12� AX. 36" MAX. l2° 3"" CURB LINE AND ROAD CROSSING ADJUSTMENTS FLOW LINE PROFILE RAISE - FAN SEPARATE LANDING 3" POUR REINFORCEMENT "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK. NOTES: IS REQUIRED WHEN A ROADWAY IS TH A STOP OR YIELO CONDITION AND THE PROJECT SCOPE ALLORS. To ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL L0.NOINGS AT A TOP OF A RAMPED SURFACE RECONSTRUCTION PROJECTS. ON FULL PAVEMENT REPLACEMENT PROJECTS (RLNNING SLOPE GREATER THAN 2X) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCIRETE POUR. "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE, FOLLOW SICfWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY TOURED INITIAL LANDINGS. 2 DRILL AND GROUT NO.A 12" LUNG REINFORCEMENT BARS AT 36•' MAXIMUM CENTER MILL A. OVERLAY PROJECTSI"TABLING' OF FLOW LINES.FN FRONT OF THE PEDESTRIAN RAMP, TO CENTER EPDXY COATED). BANS TO BE ADJUSTED TO MATCH RAMP GRADE. IS PEGVIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2Y.. WARPING OF THE BITUMINOUS Q URSLL AND GROUT 2 - X0.4 X 12" LONG REINFORCEMENT BARS {EPDXY COATED(. PAVEMENT CAN NOT EXTEND INTO THE THRGJGH LANE. TABLE THE FLOW LINE TO Z%04 AS MUCH S POSSIBLE WRITE ADRERING TO THE FOLLOWING' CRITERIA- REINFORCEMENT REWIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. A ) OX M ROSS-- P OF 7 ROA 1 1. N G LO E THE 0 4 215A% MAX. [FOSS -SLOPE OF THE ROAD THIS OPTIONAL RS LINE REDSFODETAIL SHOULD ONLY 0E O OU 7]^TABLE" FLOW LINE UP TO 47 ORANGE FROM EXISTING SLOPE IN FRONT OF PEPESTR[AN RAMP USED ON BITUMINOUS ROADWAYS WHENHEN SPECIFIED EC IFIEO SN THE PLAN. 41 UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CME RAMP O5 1/2 IN. PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC. 3102. STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH 817WfINOUS PATCHING ON BITUWTNOUS ROADWAYS AND FULL-CEP7H APRON REPLACEMENT ON CONCRETE ROADWAYS. ' *WEFprE RCOsm, REVISION: RAISING of CURS LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED APEAS.RAfSE THE CURB LINES ENOUGH to `( /1 PEDESTRIAN CURB RAMP DETAILS ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING. CRITCRIA1 APPR VEO: JANUARY 23,2017 111.0% MIN. ANO 5A% MAXIMUM CROSS -SLOPE OF THE ROAD �� I Oibn •P�V� 2)1.0% MIN. FLOW LINE (ON EITHER SIDE OF PED ESTRIAN RAMP) TO MAINTAIN POSITIVE DP AINAGE 1 (/IYI 3I LONGITUDINAL TUDINAL TFID MAX. FLOW LIFE �+ ' 1-23-2017 STANDARD PLAN 5-297"250 0 OF 6 --- -- -- nf----- 341 S.0%ITUCOMM DID N N LANE ROADWAY TAPERS SHOULD BC I" VERTICAL PER ES- HORIZONTAL 1 Fw TWF4� STRTF C[CICN ENCINfFR 2/4/2022 5:09:28 PM Zvi99o I SIaie G R O U P Civil Engineering A Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 TA Lk FIRM GROUND I..,_ - ,x �Dfneers U) FM z LU 2FM a a a 0 J J W (a) FM Z O 2 /N��/� A,Y M ALO^ ' ALA J 5z G O J J LU U_ 5z L -j 00 J O O !U^ v i N//'�•� / `�yV� '6'J L ) Lid 5z L 0O J V J W W c) m z J p J 5 L W Y <^ I..L I..1� LU m J LU 0 0 0 T- 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. - Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY CIVIL DETAILS I C503 COPYRIGHT CIVIL SITE GROUP IN 4' MIN. LANDING 6" WIDE DISTANCE FROM APS PUSH BUTTON TO EDGE CF SIDEWALK -CM v B MUST NOT EXCEED 10 INCHES � b" WIDE CURB 4" PUS" BUTTON STATION POLE I8" WIPE BY I8" LONG, G. A 4 MIN. 12" THICK CONCRETE, MODIFY THE PUSH BUTTON PLAN VIEW SQUARE FOUNDATION. 1$" 10" WIDE CONCRETE TO MIGHT or ADJAC ENT M6.1 LW IO V -CURB SECTION A -A PUSH BUTTON STATION (V -CURB) SEMI -DIRECTIONAL RAMP (3,4,9) 3- DOME SETBACK, 4- LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON IUEAU-END SIDEWALK) INSET A EXISTIA SIDEVAI 'STRIAN PATH LLL }I F TRAVEL LANDING RAMP RAMP 'I LEf Hc7H'i I r-- - - _ - - -- - - - - _ - I � 4.5x I'SX OT 1YAR1 I I -- -- WART_-_-. INSET A 4 PAN 5 TRANSITION EL 00 NDTES: A WALKABLE FLAKE IS AN H -IM CONCRETE FLARE THAT IS REQUIRED WHEN THE FLAHE IS ADJACENT TO A AAEKANLE 5URFACE•OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES V S T FLARE. HE L AR E ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS,USE OF V WHB SHOULD BE MINIMUED.GHADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRLO. V CU B SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A A" WIPTH AND SHALL MATCH PREVIOUS TOP P ;O�F SIDEWALK ELEVATIONS. (J END TAPERS AT TRANSITION SECTION 5H4,LL MATCH INPLACE SIDEWALK GRADES. 2 ALLYO CURB SHALL MATCH BOTTOM OF AfLJACFHfT WALK. n 3 Q EDGE BETWEEN NEW Y CMB AND INPLACE STRUCTURE SHALL BE SEALED AND BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V{URB. O THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS V LINEAR FOOT OF SIDEWALK PEH HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6- OR THE RUNNING SLOPE IS GREATER THAN 5%,DOUBLE THE CALCULATED TRANSITION LENGTH. Q TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP.OR IF NEEDED.LANDING ARE AT THE FILL CURB HEIGHT (TYPICAL SECTICNI. G EXISTING CROSS SLOPE GREATER THAN 2.0%. O LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT. LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. TINDICATES PEDESTRIAN RAMP - SLOPE 5HAL1 RE BETWEEN 5.0% MEN14UM AND 9.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4' % 4' MTN. iS' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2 W. SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. TRANSITION PANESTI- TO BE USED FOR TRANSITIONING THE CROSS -SLOPE E .5 O RAMP LI THE EXISTING WALK CRO55-SLOHEET FOR OF TRANSITION SHOULD ON 0.5Y. PER I LINEAR FOOT of WALK. SFE THIS SHEET FOR ADDITIONAL INFORMATION, FRONT OOFrnF GUTTER INSET A 1'lfl RACKOF CURB/ I/4 FLOW LINE EDGE OF WALK 7" I 24" 8-12" PERPENDICULARID INSET B VAR. RAMP 6" COkGRETE WALK PRDJECTEG BACK OF CURB FRONT DF GUTTER FLOW LINE EDGE OF WALK OO 4 qO MAX I 8-12" 24" INSET 5 e OUTFLOW T U LOW GU TER O T 20' MAX. RECOMMENDED [TO TG NOT AFFECT PARKING "OLD TANGENT 5' PAST OUTSIDE ZERO N3 MIN. TAPER DOWNSTREAM SIDE) INSET A INSET A _- FRONT OF GUTTED FRONT OF GUTTER - O OBACK OF CURS/ O BACK OF CURB/ 1/4" FLOWO INE EDGE O WALK 1/4i 3/ FLD�INE-\ EDGE aF WALK I T^ T I/4" 1/4" '•I h"a I •?9 os 812"-9 4^SILL ° J. -O _,] i 2 1a a Iz'•^� OPTIONAL AISACK CURB SIDEWALK NON PERPENDICULAR FOR CURB MACHINE PLACEMENT AR_OIUND RADIUS G) CONCRETE SILL TO BE USE ONLY WHEN PEDESTRIAN ACCESS ROUTE CURB i!: GUTTER D£ -TAIL REGARDLESS OF RAMP TYPED SPECIFIED IN THE PLAN. MILL VERTICAL 5A GUT BR. EDGE B Q PAVEMENT CX 87T. 2" BITUMINOUS EXISTING BIT. REMOVE & PEPLACE t/4" MIN. TO PAVEMENT MILL A PATCH PAVEMENT BI T. PAVEMENT I/2" MAX. em 21� 2anNl� SAWCUT SAWCUT BIT. VARtARLE DEPTH CONCRETE PAVEMENT PAVEMENT CONCRETE BASE EST XIING INSET A EXISTING BIT. 2 ' P A' B T. PATCH CONCRETE P EMENT PAVEMENT & ®A. 4 9 1 I r `/2 Z441WHEN 1:3 MIN. TAPER ONLY ALLOWED PER ENGINEER'S APPROVAL 1:5 PREFERRED TAPER UPSTREAM SIDE) PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS POLEE IPARI AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 [NIH. HOLO TANGENT 5' S T THE F TRAVEL 1 P RP N AR -I FGR USE A CUPB CUTS WHERE E PEDESTRIAN'S PATH 0 PA EL IS 55V.ED E E DIGUL TO THE GUTTER O A 7 DCT$ DC ZERO P S S FLOW LINE. RAMP TYPES INCLUDE, PERPENDICULAR. TIERED PEPPENDICDLAR, PARALLEL. AND DIAGONAL RAMPS. O FOR USE AT CMB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE CUTTER FLOW LINE -RAMP TYPES INCLUDE -FANS & DEPRESSED 3 CORNERS. BEGIN GUTTER SLOPE TPANS[TION 10' OUTSIDE OF ALL CURB RAMPS. i / Q THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". 1 SMALL RACING 7/ O ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. '-' 2'-W TYPICAL PATCH IS USED 10 MATCH THE NEW GUTTER FACE INID THE EXISTING ROADWAY, Q VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REOUIREACNTS. 7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. AL �" O TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. Q8 SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE RICH POINT OR SUPER ELEVATED ROADWAY SEGMENT:.. 09 DRILL AND GROUT NO.4 EPDXY-COATED 18" LONG TIE BARS AT M' CENTER TO LARGE RADIUS MEN CENTER INTO EXISTING CONCRETE PAVEMENT )'MINIMUM FROM ALL JOINTS. 20'-40' TYPICAL HELPS PROVIDE TWO SEPARATE FOLLOWS REDUCES TIE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THISRADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USLALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON -STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. SMALL RABII76 PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION BETA IF SHEET. 2'-10'TYPICAL PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. COMBINED DIRECTIONAL ®T®� 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC.370z. (COMPOUND RADIUS) Ny DIMENSION TO BE SAME AS .SIDEWALK THICKNESS, 4" WIN. ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT}© DIRECTION OF TRAFFIC MAIN STREET \ PLAN VIEW 5 5 2 `\\ 0 � inrl, \ \ 2 NON -CONCRETE NO. -CONCRETE EXISTING 3c S1DEwALK EXIST TNG \ \ BOULEVARD BOULEVARD SIDEWALK MAX. REPLACEMENT SIDEWALK LANDING \ \ lAMIN \ B.D% MA'. \ ^ LANDING LANDING \ \ \ d 2 SAW CONCRETE SIDEWALK \ \ \ FULL DEPTH ON EXISTING \ \ JOINT (INCIDENTAL) PROFILE VIEW \ \\ \ \ � LO BLYE \ \ � CONCRETE CONCRETE 2 T 0 \ \ 89DLEYARO ROECCVARD q" SI WdEK \ \ \ \ \ \ \ \ \ \ \ (TYPLCALI ' OPTIONAL SIOEW ALK REINFORCEMENT EDGE OF THROUGH LANE SIDEWALK REINFORCEMENT TD BE USED ONLY WHEN SPECIFIED IN THE PLAN. 1.0% MIN. S.D% MAX. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT Q 1. V. MIN. CONCRETE AND BITUMINOUS ROADWAYS'. PLACEMENT ON BITUMINOUS ROADWAYS q SAX MAX. 6 MAK. SAWCUT RCPCAND PAP L7:I5 TMG CUHB Go. OF THROUGH LANE KUAa Arq PRTCR Ano WITCH n, \ \ \ PEDESTRIAN RAMP NEDESTq]AN RAMP UP TO 2.07 \ 2.OY. MAX. OR UP VP TO 2.OY. 2.OX MAX. OR UP UP TO 2.0-J. _ \ \ CHANGE TO 4% CHANGE CHANGE TO q% CHANGE CHANCE \ \ \� SAWCUT \ TF� CAC FOR USE ON CURB RAMP RETROFITS T-AaL�`sc\ FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS T/2 CURB AND GUTTER A \ PROPOSED NRB 3 \ T O •NB w TER REINFORCEMENT \ PEDESTRIAN RAMP CHANGE iD +'� CHANGE cxANGE OPTIONAL CURB LINE REINFORCEMENT DETAILS Ox `O \ \ \ \ LANDING FLOW LINE PROFILE "TABLE" -FAN 1.0% MIN. 36' MAX. 5.0'/. MAX. 3" \ \ PEDESTRIAN RAMP PEDESTRIAN RAMP Yj�' LANDING OY. MIN. .. 1.0'/. MIN. I.OY. MIN. 1.OY. WN. 1.01 MLN. P F S.OY. MAX. AN N 1.5.4 RE ERRED l.5% PREFEPPED MA L OI G 5.OX MA%. SOA X. \ FLOW LINE PROFILE RAISE - TWIN PERPENDICOLARS 12" 76" Max. \ 3" PA AN PEO STA MP 36 M E I \ I.0% NIN. IA% IN. LO% MIN. MAX.5.0% MAX ).5% PREFERRED 3.Ox MAX. MAX.12" 12� AX. 36" MAX. l2° 3"" CURB LINE AND ROAD CROSSING ADJUSTMENTS FLOW LINE PROFILE RAISE - FAN SEPARATE LANDING 3" POUR REINFORCEMENT "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK. NOTES: IS REQUIRED WHEN A ROADWAY IS TH A STOP OR YIELO CONDITION AND THE PROJECT SCOPE ALLORS. To ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL L0.NOINGS AT A TOP OF A RAMPED SURFACE RECONSTRUCTION PROJECTS. ON FULL PAVEMENT REPLACEMENT PROJECTS (RLNNING SLOPE GREATER THAN 2X) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCIRETE POUR. "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE, FOLLOW SICfWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY TOURED INITIAL LANDINGS. 2 DRILL AND GROUT NO.A 12" LUNG REINFORCEMENT BARS AT 36•' MAXIMUM CENTER MILL A. OVERLAY PROJECTSI"TABLING' OF FLOW LINES.FN FRONT OF THE PEDESTRIAN RAMP, TO CENTER EPDXY COATED). BANS TO BE ADJUSTED TO MATCH RAMP GRADE. IS PEGVIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2Y.. WARPING OF THE BITUMINOUS Q URSLL AND GROUT 2 - X0.4 X 12" LONG REINFORCEMENT BARS {EPDXY COATED(. PAVEMENT CAN NOT EXTEND INTO THE THRGJGH LANE. TABLE THE FLOW LINE TO Z%04 AS MUCH S POSSIBLE WRITE ADRERING TO THE FOLLOWING' CRITERIA- REINFORCEMENT REWIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. A ) OX M ROSS-- P OF 7 ROA 1 1. N G LO E THE 0 4 215A% MAX. [FOSS -SLOPE OF THE ROAD THIS OPTIONAL RS LINE REDSFODETAIL SHOULD ONLY 0E O OU 7]^TABLE" FLOW LINE UP TO 47 ORANGE FROM EXISTING SLOPE IN FRONT OF PEPESTR[AN RAMP USED ON BITUMINOUS ROADWAYS WHENHEN SPECIFIED EC IFIEO SN THE PLAN. 41 UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CME RAMP O5 1/2 IN. PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC. 3102. STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH 817WfINOUS PATCHING ON BITUWTNOUS ROADWAYS AND FULL-CEP7H APRON REPLACEMENT ON CONCRETE ROADWAYS. ' *WEFprE RCOsm, REVISION: RAISING of CURS LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED APEAS.RAfSE THE CURB LINES ENOUGH to `( /1 PEDESTRIAN CURB RAMP DETAILS ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING. CRITCRIA1 APPR VEO: JANUARY 23,2017 111.0% MIN. ANO 5A% MAXIMUM CROSS -SLOPE OF THE ROAD �� I Oibn •P�V� 2)1.0% MIN. FLOW LINE (ON EITHER SIDE OF PED ESTRIAN RAMP) TO MAINTAIN POSITIVE DP AINAGE 1 (/IYI 3I LONGITUDINAL TUDINAL TFID MAX. FLOW LIFE �+ ' 1-23-2017 STANDARD PLAN 5-297"250 0 OF 6 --- -- -- nf----- 341 S.0%ITUCOMM DID N N LANE ROADWAY TAPERS SHOULD BC I" VERTICAL PER ES- HORIZONTAL 1 Fw TWF4� STRTF C[CICN ENCINfFR 2/4/2022 5:09:28 PM Zvi99o I SIaie G R O U P Civil Engineering A Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 TA Lk FIRM GROUND I..,_ - ,x �Dfneers U) FM z LU 2FM a a a 0 J J W (a) FM Z O 2 /N��/� A,Y M ALO^ ' ALA J 5z G O J J LU U_ 5z L -j 00 J O O !U^ v i N//'�•� / `�yV� '6'J L ) Lid 5z L 0O J V J W W c) m z J p J 5 L W Y <^ I..L I..1� LU m J LU 0 0 0 T- 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. - Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY:WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY CIVIL DETAILS I C503 COPYRIGHT CIVIL SITE GROUP IN MONTI CELLO y°/ / ; !// %� �a �" , y`' 9909 "T�`� ! PLANT SCHEDULE -ENTIRE SITE �,, SYM QUANT. COMMON NAME BOTANICAL NAME SIZE ROOT COMMENTS i DECIDUOUS TREES LI) L r I J I 966.. d • /° ° ° ° / // �/ Q- ti r/° I I ,2 NRM 5 NORTHWOOD RED MAPLE Acer rubrum Northwood 2 CAL. B&B STRAIGHT LEADER. FULL FORM d° SHL 7 SKYLINE HONEYLOCUST Gleditsia triacanthos'Skycole' 2" CAL. B&B STRAIGHT LEADER. FULL FORM d RB 5 RIVER BIRCH Betula nigra 2" CAL. B&B STRAIGHT LEADER. FULL FORM / HB 5 COMMON HACKBERRY Celtis occidentalis 2" CAL. B&B STRAIGHT LEADER. FULL FORM 8y ; J� I I \ / j. EKC 7 ESPRESSO KENTUCKY COFFEETREE Gymnocladus dioicus'Espresso' 2" CAL. B&B STRAIGHT LEADER. FULL FORM d <e/ 29 TOTAL ° /q/44 d ° // F zj// ORNAMENTAL TREES GO I PFC 10 PRAIRIEFIRE FLOWERING CRAB Malus'Prairiefire' 2" CAL. B&B STRAIGHT LEADER. FULL FORM 96Q 66 ABS 14 AUTUMN BRILLIANCE SERVICEBERRY Amelanchier x grandiflora Autumn Brilliance (tree form) 2 CAL. B&B STRAIGHT LEADER. FULL FORM s ,s i / /// i APp I N / SSC 12 SPRING SNOW FLOWERING CRAB Malus'Spring Snow' 2" CAL. B&B STRAIGHT LEADER. FULL FORM / I t RBC 3 RED BARON FLOWERING CRAB Malus'Red Baron' 2" CAL. B&B STRAIGHT LEADER. FULL FORM TH 21 THORNLESS HAWTHORN Crataegus crus -gall) Inermis 2 CAL. B&B STRAIGHT LEADER. FULL FORM 7 -RRD / / w /\ j I PD 4 PAGODA DOGWOOD Cornus alternifolia 2" CAL. B&B STRAIGHT LEADER. FULL FORM c% 64 1 -ABS 64 TOTAL // moi' CID 44/ 21 -DHW / �� � � � , � "`� I / / I EVERGREEN TREES �� c,\` / C / I I BHS 3 BLACK HILLS SPRUCE Picea glauca'Densata' 6' HT. B&B STRAIGHT LEADER. FULL FORM I 1 -RB , . I / ''`�•-•:;�.•.. `� CBS 3 COLORADO SPRUCE Picea pungens 6' HT. B&B STRAIGHT LEADER. FULL FORM RB / I l I I WP 2 WHITE PINE Pinus strobus 6' HT. B&B STRAIGHT LEADER. FULL FORM TRASH rn : 8 TOTAL ENCLOSURE A10 -IHD / SLAND WITH W�CCL\; / I I '~ SHRUBS - DECIDUOUS & EVERGREEN - DKL k:: D I \� 1 - EKC / - LID 6 BS rt5 ��`SCRE SCREENING / / / I j / MJ 7 MEDORA JUNIPER Juniperus sco ulorum'Medora' 36" HT. CONT. 6 1 -SHL ADO 0- / p p ss4.os/ / Tom^ 4 -DKL ��„ `p ` 3 -MO ^ �� 3 � // AC 39 ALPINE CURRANT Ribes alpinum 24" HT. CONT. / 10-SGJ 3 -SSC - /I Vy I LO rn I \sem rye 20 - IHD r 3 -THS 20 -DN 1-EKC CONSTRUCTION LIMITS lV / 20 - SGJ 3-TH /� l .,. 20 - DN / 1 - EKC TNH— ;r 16-SGJ 13 3-TH"Lye 20 15 - IHD,- 1 - EKC / 15 SGJ 1 I I I I � 1 � I rn I � I I I I I I I / I I / I I I / I 15-IHD �� 1-EKC 15 - SGJ 15 - IHD �"+ � ��►�- " o 'moi,' �r SEE LEGEND FOR PLANT TYPES SEE SHEET L1.1 FOR REQUIRED PLANTING CALCULATIONS * " I LEGEND DKL 96 DWARF KOREAN LILAC Syringa meyeri 'Palibin' 24" HT. CONT. SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES EDGING DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA. SHREDDED CYPRESS MULCH, SAMPLES REQUIRED 1. WHERE SHOWN, SHRUB &PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH D PROVIDE EDGING AS SHOWN ON PLAN TY 18 TAUNTON YEW Taxus x media'Tauntonii' 24" HT. CONT. SHREDDED CYPRESS MULCH. DHW 51 DARK HORSE WEIGELA Weigela florida'Dark Horse' 24" HT. CONT. PROVIDE EDGING AS SHOWN ON PLAN -SHL ISTING LDN 62 LITTLE DEVIL NINEBARK Physocarpus opulifolius'Donna May' 24" HT. CONT. - D EE AH 46 ANNABELLE HYDRANGEA Hydrangea arborescens'Annabelle' 24" HT. CONT. <L 5 - DSHL - IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO SGJ 108 SEA GREEN JUNIPER Juniperus x pfitzeriana'Sea Green' 24" HT. CONT. ....... MNDOT SEEDING MANUAL SPECIFICATIONS (2014) 1 - RB n CJL 22 CHARLES JOY LILAC Syringa vulgaris 'Charles Joy' 24" HT. CONT. 3-R D PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF / 2 - WP IHD 91 IVORY HALO DOGWOOD Cornus alba'Bailhalo' 24" HT. CONT. 3LA�VD 9; 1 -PD DN 40 DIABOLO NINEBARK Physocarpus opulifolius'Monlo' 24" HT. CONT. 195 SF,, -,,r �\ DBGS 1 DWARF BLUE GLOBE SPRUCE Picea pungens'Globosa' 24" HT. CONT. 5 - DKL ?; ::,., / DKR 24 DOUBLE KNOCKOUT ROSE Rosa x'Radtko' 24" HT. CONT. / SHALL GOVERN. 6. CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE LLH 13 LITTLE LIME HYDRANGEA Hydrangea paniculata'Jane' 24" HT. CONT. 4 -LDN/ SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES 3 -ABS 618 TOTAL 7. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER 1 TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT — 1 - RB %ND 7:1 / ' . :)SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES SF I _ :'`rt>" / PERENNIALS & GRASSES BES 18 BLACK-EYED SUSAN Rudbeckia hirta 1 GAL. CONT. l R ' BSJ 3 BLUE STAR JUNIPER Juniperus squamata'Blue Star' 1 GAL. CONT. CWL 58 CATMINT'WALKER'S LOW' Nepeta x faassenii'Walker's Low' 1 GAL. CONT. DFG 15 DWARF FOUNTAIN GRASS Pennisetum alopecuroides'Hameln' 1 GAL. CONT. KFG 24 KARL FOERSTER GRASS Calamagrostis x acutiflora'Karl Foerster' 1 GAL. CONT. MO 15 'MILLENIUM' ONION Allium'Millenium' 1 GAL. CONT. / I NEH 16 'NORTHERN EXPOSURE' CORAL BELL Heuchera'Northern Exposure' 1 GAL. CONT. \I I 'ROSY RRD 84 RETURNS' DAYLILY Hemerocallis'Rosy Returns' 1 GAL. CONT. 233 TOTAL * " LANDSCAPE NOTES: LEGEND PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES EDGING DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA. SHREDDED CYPRESS MULCH, SAMPLES REQUIRED 1. WHERE SHOWN, SHRUB &PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH D PROVIDE EDGING AS SHOWN ON PLAN (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CYPRESS MULCH. ROCK MULCH/RIP-RAP, SAMPLES REQUIRED PROVIDE EDGING AS SHOWN ON PLAN 2. ALL TREES SHALL BE MULCHED WITH SHREDDED CYPRESS MULCH TO OUTER �j EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH D LAWN - SOD 3 -CBS SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. / 3. IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO ' ' ' ' ' ' ` SEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PER / COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES ....... MNDOT SEEDING MANUAL SPECIFICATIONS (2014) 1 - RB n PRIOR TO INSTALLATION. 1" DIA. ROCK MAINTENANCE STRIP OVER FILTER FABRIC, 11 - CJL 4. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLAN NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM 1 -PD DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR / MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE 5. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS AND PLAN FOR SPECIES AND PLANTING SIZES 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 PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL 0 0 SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES 3 -ABS 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 PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT — 1 - RB DRAWINGS . :)SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES 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. I • PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES EDGING DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA. 0 gyp° � N Know what's below. 1" = 30'-0" Call before you dig. 15'-0" 0 30'-0" 2/4/2022 5:09:36 PM C io vi'm i e G R o U P Civil Engineering ^ Surveying ° Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUNE) �I V is illlG' L=I S � U f1 Cj i Ilt-?NS Q�`O �V �_O G� Cl)FM z W N CO M L0 NL0(.0Z (y) FM U') L0 0 Z J _j LU OQ � U J W _ Jm ~ U J O QJ z LU0 O �a J J m W 0 `�120 V o LU U Y FM O O Z0 o U W O 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. Patrick J. Sarver DATE 02/07/22 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION LANDSCAPE PLAN Ll 0 ■ © COPYRIGHT CIVIL SITE GROUP INC. REQUIRED LANDSCAPE CALCULATIONS: REQUIRED LANDSCAPE CALCULATIONS (ZONE: PUD- "ALL OTHER RESIDENTIAL") FORMULAS TOTAL REQUIRED (ASSUME 2" CAL. EA. AT INSTALL) TOTAL PROVIDED (EA.) SITE LANDSCAPING REQUIREMENTS (MULTI -FAMILY (5+ UNITS)) 192 REQ'D: 16 ACI CANOPY TREES (3 EVERGREEN) PER 1 ACRE & 2 SHRUBS PER 10' PROPOSED BLDG. PERIMETER 3 REQ'D OVERSTORY TREES 2.77 ACRES X16ACI =44/2CAL. IN. EA. =22-8 EVRGRN 14 14 REQ'D EVERGREEN TREES 8 REQ'D 8 8 EQ'D SHRUBS (AROUND PROPOSED BLDG. PERIMETER)* 1000 LF / 10= 100X 2 200 200 *Existing Buildings already include foundation/perimeter plantings; no additional counts PERIMETER BUFFER REQUIREMENTS (ALL OTHER RESIDENTIAL) *DOES NOT COUNTTOWARDS TOTALSITE LANDSCAPING REQUIREMENTS NORTH BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER (218 LF) - excludes drive aisles OVERSTORY 218 LF/100 LF=2.18X2ACI =4.36/2ACI 2.18 2 UNDERSTORY 14ACI X 2.18= 30.52 ACI = 15.26 15.26 15 SHRUB 35 X 2.18 76.3 76 SOUTH BO UN DAIRY (B-4): TYPE B, OPTION 2 BUFFER (350 LF) OVERSTORY 350 LF / 100 LF =3.5 X 2 3.5 4 UNDERSTORY 14 ACI X3.50=49ACI /2=24.5 24.5 2S SHRUB 35 X 3.5 123 123 WEST BOUNDARY (B-4): TYPE B, OPTION 2 BUFFER (330 LF) OVERSTORY 330/100 LF=3.30X2ACI =6.6/2=3.3 3.3 3 UNDERSTORY 14ACI X3.30=46.2/2ACI =23.1 23.1 23 SHRUB 35 X 3.30 115.5 116 EAST BOUNDARY (R-3): N/A, NO BUFFER REQ'D* (380 LF) *Overflow Perimeter Buffer Plants added to East Boundary from North & West Perimeter TOTAL PERIMETER BUFFER COUNTS (N,E,S,W COMBINED) TOTAL OVERSTORY TREES (N, E, S, W) - see above - 8.98 9 TOTAL UNDERSTORYTREES (N, E, S, W) - see above - 62.86 63 TOTALSHRUBS (N, E, S, W) - see above - 314.8 315 VEHICULAR USE AREA LANDSCAPING (COUNTS TOWARDS TOTALSITE LANDSCAPING REQUIREMENTS) INTERIOR PARKING REQUIREMENTS ISLANDTREES 1 PER ISLANDX 10 ISLANDS 10 10 ISLAND SHRUBS 25% X TOTA L I SLA N D S F=2565X 25% = 641.25 S F REQ'D; ASSUME 3' DIA. SHRUB TYP. = 7 SF; S32.5/ 7 = 76 (3' DIA. SHRUBS) 76 76 PERIMETER VEHICULAR USE REQUIREMENTS OVERSTORY TREES 8 ACI PER 100 LF OF LANDSCAPE STRIP = 243 LF / 100 = 2.43 X 8 = 19.44 / 2 ACI = 9.72 9.72 10 EXISTING ON-SITE TREES EXISTING TREES TOTALTREES EXISITING 25 TOTAL TREES REMOVED 24 TOTALTREES REMAINING (CREDIT) 1 1 VEHICULAR USE AREA LANDSCAPE CALCS REQUIRED INTERIOR PARKING REQUIREMENTS ISLANDS (ISLAND NiSF OF EACH ISLAND 1 192 2 222 3 205 4 640 5 390 6 223 7 349 8 78 9 195 10 185 TOTAL SF OF ISLANDS 2679 REQUIRED LANDSCAPE CALCULATIONS TOTALS: TOTAL SITE COUNTS REQUIRED PROVIDED OVERSTORY TREES (TOTAL SITE REQ'D) 5.72 6 PERIMETER BUFFER OVERSTORYTREES 8.98 9 TOTAL EX I STING TREES (CREDIT) 1 1 TOTAL OVERSTORY TREES REQ'D 13.7 14 TOTAL EVERGREEN TREES 8 8 TOTAL U N DERSTORY TREES 62.86 63 SHRUBS (SITE REQ'D) 276 300 PERIMETER BUFFER SHRUBS 314.8 315 TOTAL SHRUBS REQ'D 590.8 615 AGGREGATE MAINTANENCE STRIP NTS 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 V-2" ABOVE EXISTING GRADE COMPACT BOTTOM OF PIT, TYP. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON -BIODEGRADABLE, REMOVE COMPLETELY BACKFILL AS SPECIFIED 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 SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS THREE TIMES WIDTH�OR OVERALL PLANT PLACEMENT OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING NTS 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 ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. RULE OF THUMB - MODIFY EXCAVATION BASED ON THREE TIMES WIDTH- LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OF ROOTBALL OR OVERALL PLANT PLACEMENT DECIDUOUS & CONIFEROUS SHRUB PLANTING NTS SIZE VARIES SEE LANDSCAPE PLAN PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT PERENNIAL BED PLANTING NTS IRRIGATION NOTES: 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 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%" 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. 0 0 � Know what's below. 0111 before you dig. 2/4/2022 5:09:39 PM I*t Wit, G R O U P Civil Engineering ^ Surveying ° Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk FFIRM G`ROUN0 - yineers U) FM z LU 2FM a a a O J J LU V P:z �0 U W O d N CO M LO Ln J LUU z m J 0 0 U W N O M L0 LO z 00 1Z LU W 2 m z J W 0- LUm J J LUY O O O T_ 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. Patrick J. Sarver DATE 02/07/22 LICENSE NO. 24904 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY LANDSCAPE PLAN NOTES & DETAILS L 1. 1 COPYRIGHT CIVIL SITE GROUP FACE OF BUILDING, WALL, OR STRUCTURE 18" - VERIFY W/ PLAN SLOPE - MIN. 2%, MAX. 5:1 MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO VERIFY W/ GRADING PLAN LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION FINISHED GRADE -_ STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED -I I II I II I COMPACTED SUBGRADE AGGREGATE MAINTANENCE STRIP NTS 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 V-2" ABOVE EXISTING GRADE COMPACT BOTTOM OF PIT, TYP. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON -BIODEGRADABLE, REMOVE COMPLETELY BACKFILL AS SPECIFIED 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 SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS THREE TIMES WIDTH�OR OVERALL PLANT PLACEMENT OF ROOTBALL DECIDUOUS & CONIFEROUS TREE PLANTING NTS 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 ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. RULE OF THUMB - MODIFY EXCAVATION BASED ON THREE TIMES WIDTH- LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OF ROOTBALL OR OVERALL PLANT PLACEMENT DECIDUOUS & CONIFEROUS SHRUB PLANTING NTS SIZE VARIES SEE LANDSCAPE PLAN PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL -TO -ROOT CONTACT EXISTING GRADE SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT PERENNIAL BED PLANTING NTS IRRIGATION NOTES: 1. ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. 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%" 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. 0 0 � Know what's below. 0111 before you dig. 2/4/2022 5:09:39 PM I*t Wit, G R O U P Civil Engineering ^ Surveying ° Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk FFIRM G`ROUN0 - yineers U) FM z LU 2FM a a a O J J LU V P:z �0 U W O d N CO M LO Ln J LUU z m J 0 0 U W N O M L0 LO z 00 1Z LU W 2 m z J W 0- LUm J J LUY O O O T_ 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. Patrick J. 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(MNDOT CATEGORY 3) �1 4 SPR Z � Jv d d S5 Ri - 63 I / • EOF=958.33 I � \ 959.60 ( SILT FENCE OR 4" SPR Z BIO -LOG AT BOTTOM PERIMETER OF INFILTRATION BASIN INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 EOF=958.33 100 -YR HWL=957.70 VOL=(954.33-956.13)=11,383 CF VOL=(956.13-957.33)=20,897 CF SWPPP 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 - SW1.5 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. CITY OF MONTICELLO EROSION CONTROL NOTE,' 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. 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. LEGEND: -------- 1125 -------- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW ■�■■■■■■■■■■■■■■■■■■ SILT FENCE / BIOROLL - GRADING LIMIT ■ ■ INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE 7z-7Z-ZlTi 0 0 0 Know what's below. Call before you dig. EROSION CONTROL BLANKET G R o U P Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) r s, iota AIPOL 1 " = 30'-0" 15'-0" 0 30'-0" 2/4/2022 5:09:46 PM Cl) FM z LU 2FM a a a 0 J J W U H Z ,O LLI0Of (N co L0 CU') G O J LUU Z G J m O U 07 N CO M L0 L0 00 LTJ W 2 Z J W LL a_ LLJm LUJ J O O O T— 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. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP -EXISTING CONDITIONS swi 0 ■ © COPYRIGHT CIVIL SITE GROUP INC. Property Address/ ' 9320 CEDAR ST MONTI CELLO 0) .� V /7 X V �/ tl ° © 4 da 81 z1' 'Cb / V I It 8 1NIP/\ / T / / CJ Rqe qPp 96.16 / /y / CID // % / `O ��'���/ / ` INLET PF CATCH E / / // .�� c,�x� / • V jJ / i ® / / // 4! �ss31R, if ft m-964.06/ ' 8150 CONST TION J I I/ ENTRANCE/ I I INLET PROTECTION AT CATCH BASINS, TYP VV I / 0 / a V / / 41:1 CONSTRUCTION LIMITS 96 � /I 05 / \ - / c? // 960 9 \ 8 \ X � s SILT FENCE PERIMETER EROSION CONTROL AT j CONSTRUCTION LIMITS, �I I TYP. , I PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR g5 �I STEEPER, TYP. J I / I (MNDOT CATEGORY 3) I I� PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) E x960 �\ SWPPP NOTES: 4" LOC -- 1. 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN w952.00 j"� MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 966 $ 11 SA�jL> 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, 0 °•00 I I I DESCRIPTIONS, AND PRACTICES. 3//�I I 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. // ❑T� 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, to/". / INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. I a rn If I ° 101 /z If I / / ParcE /V�/ 1551 If /// r/ If if i% `SR \ )) Ri/�g$ Iln�g$68(Re�orda > I I /I I /I SILT FENCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, / TYP. S!H _gs3.8o l�� over p$• deep (H S E ) PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) / v SILT FENCE OR BIO -LOG AT BOTTOM PERIMETER OF INFILTRATION BASIN INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 / EOF=958.33 100 -YR HWL=957.70 VOL=(954.33-956.13)=11,383 CF VOL=(956.13-957.33)=20,897 CF r � / r > if 4. v CITY OF MONTICELLO EROSION CONTROL NOTES 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. 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. LEGEND: ------ 1125-- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW .................... SILT FENCE I BIOROLL - GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE L / 17—z� � EROSION CONTROL BLANKET 1�0 Know what's below. Call before you dig. Ag�l 1" = 30'-0" mmmmmmmIi 15'-0" 0 30'-0" 2/4/2022 5:09:53 PM C io G R o U P Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) r s, iota _ ^ N C.0 NL0(.0Z M L0 L L0 Z O J Q O � LU U a J J W _ QJ U J �r z LUO O �a J / Property Address/ ' 9320 CEDAR ST MONTI CELLO 0) .� V /7 X V �/ tl ° © 4 da 81 z1' 'Cb / V I It 8 1NIP/\ / T / / CJ Rqe qPp 96.16 / /y / CID // % / `O ��'���/ / ` INLET PF CATCH E / / // .�� c,�x� / • V jJ / i ® / / // 4! �ss31R, if ft m-964.06/ ' 8150 CONST TION J I I/ ENTRANCE/ I I INLET PROTECTION AT CATCH BASINS, TYP VV I / 0 / a V / / 41:1 CONSTRUCTION LIMITS 96 � /I 05 / \ - / c? // 960 9 \ 8 \ X � s SILT FENCE PERIMETER EROSION CONTROL AT j CONSTRUCTION LIMITS, �I I TYP. , I PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR g5 �I STEEPER, TYP. J I / I (MNDOT CATEGORY 3) I I� PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) E x960 �\ SWPPP NOTES: 4" LOC -- 1. 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN w952.00 j"� MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 966 $ 11 SA�jL> 2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, 0 °•00 I I I DESCRIPTIONS, AND PRACTICES. 3//�I I 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. // ❑T� 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, to/". / INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. I a rn If I ° 101 /z If I / / ParcE /V�/ 1551 If /// r/ If if i% `SR \ )) Ri/�g$ Iln�g$68(Re�orda > I I /I I /I SILT FENCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, / TYP. S!H _gs3.8o l�� over p$• deep (H S E ) PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) / v SILT FENCE OR BIO -LOG AT BOTTOM PERIMETER OF INFILTRATION BASIN INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 / EOF=958.33 100 -YR HWL=957.70 VOL=(954.33-956.13)=11,383 CF VOL=(956.13-957.33)=20,897 CF r � / r > if 4. v CITY OF MONTICELLO EROSION CONTROL NOTES 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. 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. LEGEND: ------ 1125-- EX. 1' CONTOUR ELEVATION INTERVAL 1137 1.0' CONTOUR ELEVATION INTERVAL DRAINAGE ARROW .................... SILT FENCE I BIOROLL - GRADING LIMIT INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE L / 17—z� � EROSION CONTROL BLANKET 1�0 Know what's below. Call before you dig. Ag�l 1" = 30'-0" mmmmmmmIi 15'-0" 0 30'-0" 2/4/2022 5:09:53 PM C io G R o U P Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) r s, iota 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. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP- PROPOSEDI CONDITIONS swimi © COPYRIGHT CIVIL SITE GROUP W N C.0 NL0(.0Z M L0 L L0 Z O J Q O � LU U a J J W _ QJ U J z z LUO O �a J > W -J O LLJ V J LU W vi O 0 Z0 r O � U W O 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. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP- PROPOSEDI CONDITIONS swimi © COPYRIGHT CIVIL SITE GROUP L. PREPFS+E—BEFORE BIST4LLN0 BLAAl1ETB-INOLOONO—NEO6-1 F➢RK 1T Of—F—M.—UE z BfGN RT ME LCV OP TiE sW PE EY M'cHOPol19 T}E 61wNSETIx hfi' 1,3an10EEP x e' I,Banl WbE tt,Encal w�„�PRa, N.,,,Et.,z �� of �M�E, Ex�nPmnEronP,nE N�� P�n,�N ofTnE,nEN�, nrvGNPn T,� Er xli„R �r ff sY4PLFsrsTn�s waLmsWs,ELr tz I.sca,) nPµRT M,HEsrnioM of ,NET,�Ervcn. "fs�caLnuP ce�4�,nE,nEncn nPrEns'4vuns, naaLYSEFo rP [. �nl-,Fosoc um cpcoa9{n�xuP iTrybe..! PpRWPnaFSLlnnSr SPGKovEa 6EEP PNO GOMP4c,FpsgL sEWRE 6L4YnEf WFA GOMPAG,FA SOIL WPn 4gOW 9P S,M.E916T4RE69P4;{P RPPRPxIIunrRr f]'19�b�! 4P4R, AGF,09S,nE iulO,NOF TME SIwMET. 3. ROLL NE NT90 j OOVRI DR 1BI HORIBOW&LY ACR099 THF 9LOPE. B!.MR SWILL UNROLL WHH APPROP M910E +YRAINST,HE6 SURFK FLL B<ANNEI6 MOST BE GECIRBYFA6TENEOT0 SUL S1 ALE 6YPLALIN65TAPLF5f6TW(ES IN APPFAPWRYELMAi10NR a96HDWNIN1nE ST0.Rtf PnYtERN WbE. ,»iEry u91Nb OPTItrMLADT 6r _9TAPLF59Tu�E9 SxabLP BE PLRCEb TNRouGn EncN of THE obLPgfb LaY3 e3fWe9FVNPINa Y07,£ -- 1 PAYTEFn. 4.EsF E W%E MUST B Eo�„HR RM.ArE9r— ry ,z IE�R R—EN BFNAILG MINT.—E,HEE OF THE dIEIGAPPING 9lANKEf 18VJlKEf9©NG IN,PE mET ON WoF ,d�VEN NIRk TPHE�LIX+ID 9E4113TlcM —E PRENEUSLr P18'rNLm9LRMXEf- E. coN9EcuFive eLwxETs swx�0 OowNme 6LcnE Musr eE PLncEO ¢xvv+hRcuo IBrLN9Le S,rIE7 xnrx n.N ,wnaoalWRrs O`1,.6an7 CVEALAP. STIFLE TNROUGN OJFALAPPEp AfdFA, RPPROMIMPTECY,]'[iD�n71PRRTRGRWSENFIRE 'IN LOOSE sGIL OONOmIXi8 T"E VSE GF 97AP:E Cft STAKE LfMY[Hsf3PER9EF THRN C P PROPERLY 6ECORE TxE E—KE,B Title: AErosion Control Blanket Standard Plate Library Stapling Patterns & Installs! City of Monticello Date:0_0$ Plate No. Revised: 03-15 16011 SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. i / 3" OF 1-1/2" ROCK— OR OCK OR 6" CRUSHED CONCRETE"OR / APPROVED EQUIVAANT / / TAPER DEPTH AND WIDTH SIDEWALK,--,, IDEWALK IN 10' f CURB & GUTTER II /� � , ` Q b� o - � y Q 3 OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE Title: Residential Gravel Standard Plate Library Construction Entrance City of Monticello Date: 03_05 Plate No, Revised: 6001 OS -15 —Y'=RFLOW IS /2 OF THE CURB K HEIGHT =RFLOW AT TOP OF FER ASSEMBLY ISTING CURB, PLATE, BOX, ID GRATE .TER ASSEMBLY DIAMETER, 6" I -GRADE 10" AT LOW POINT 3H -FLOW FABRIC NU I L5: 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. CURBINLET FILTER I NTS 30' FROM EDGE OF ROAD TO FRONT OF SPEED BUMP 35' R Q 0 c 0 C N 7 A C LU TO CONSTRUCTION z I AREA U) z I p Z D 0 PLAN 35' R z TO CONSTRUCTION AREA 6" MIN CRUSHED STONE X LU EXISTING 75' MINIMUM UNDISTURBED FINISHED GRADE 1 GEOTEXTILE FILTER FABRIC I I 4" HIGH, 18" WIDE i—SPEED ROADWAY PROFILE 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. STABILIZED CONSTRUCTION ACCESS NTS ILTER FABRIC AS SPECIFIED ILLER AS SPECIFIED :-XISTING GROUND 2" OF DIRT OR COMPOST TOSURFACE EMBED ROLL.°ir�rrrrir6 �/'DIRECTION OF • 00 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. 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 3/811 . 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. SEDIMENT BIO—ROLL / COMPOST FILTER LOG NTS SUPPORT NET: 12 GAUGE 4" x 4" WIRE HOOKED ONTO — PREFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE 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. IIIANCHOR FABRIC H SOIL, TAMP BACKFILL \W� CARRY WIRE SUPPORT NET DOWN INTO TRENCH �z N � SEDIMENT FENCE NTS DIRECTION OF FLOW METAL POSTS 8'-0" O.C. MAX. C io vi'm I SIa i el, I G R o U P Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUNE) �I V is it I lG' L=I S �c U L1 C.J L I,LNYs cl) z LU 50a am a O J J W (m) z 0 N Q0 (y) L0 Ln O J LU 0 J 00 O O U U) N CD M L0 L0 z 00 6L LU MW 2 W z J p J W Y Q a_ LLJ m J J LUO O O T_ 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. Mayhew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE I DESCRIPTION SWPPP - DETAILS SW1 2 ■ 2/4/2022 5:09:54 PM © COPYRIGHT CIVIL SITE GROUP II` GENERAL SWPPP REQUIREMENTS AND NOTES: 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) GENERAL PERMIT (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 SWPPP DOCUMENT. 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 INSTALL 5. 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 STOCKPILES 10. 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 STREETS 15. 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 THE NOT. 1. THE FINAL SWPPP; 2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION(SEE SECTION 11 INSPECTIONS AND MAINTENANCE); 4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 5. 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 INDIVIDUALS MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPGA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE 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 (0 & 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 21.2.6 OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. 2. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY 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 CORRECT PROBLEMS 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 STABILIZATION PRACTICES 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 IS NOT 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" DURING SPECIFIED 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 CONNECTING TO 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 PERMANENTLY CEASES. 6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (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 SEDIMENT CONTAINMENT SYSTEM CEASES 7. 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 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED 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 AND DOWNGRADIENT 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 EXCESSIVE MAINTENANCE 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 AS APPROPRIATE 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 THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES 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, PROVIDE REDUNDANT (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, STORMWATER CONVEYANCE 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 SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS 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 BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE 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 DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE 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 21.2.6, 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 OF DISCOVERY 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 BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE 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 21.2.6. 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 TO RESUME IF CONDITIONS WARRANT; OR c. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF 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 SYSTEM THAT 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, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4. PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5. PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE 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 AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED 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. PERMITTEES MUST 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 RUNOFF FROM 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 UNDER THIS 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 A DENSITY 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 AND MUST 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' TO THE 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. TRAINING SECTION 21 DESIGN ENGINEER: MATTHEW R. PAVEK P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011 TOTAL TRAINING HOURS: 12 RE -CERTIFICATION: 2/27/20 (8 HOURS), EXP. 5/31/2023 AREAS AND QUANTITIES: SITE AREA CALCULATIONS BUILDING COVERAGE ALL PAVEMENTS ALL NON -PAVEMENTS TOTAL SITE AREA IMPERVIOUS SURFACE EXISTING CONDITION PROPOSED CONDITION DIFFERENCE (EX. VS PROP.) EXISTING CONDITION 13,843 SF 7.1% 40,220 SF 20.5% 141,965 SF 72.49/o 196,028 SF 100.0% 54,063 SF 27.69/o 122,957 SF 62.7% 68,894 SF 35.1% EROSION CONTROL QUANTITIES DISTURBED AREA 148,627 SF 3.41 SILT FENCE/BIO-ROLL ±1850 LF EROSION CONTROL BLANKET 9,822 SF INLETPROTECTION DEVICES 7 EA OWNER INFORMATION OWNER: KIRK KJELLBERG 1000 KJELLBERG'S PARK MONTICELLO, MN 55362 763-295-2931 CONTACT: PROPOSED CONDITION 42,813 SF 21.8% 80,144 SF 40.9% 73,071 SF 37.3% 196,028 SF 100.0% NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. 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 PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM 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. 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. 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. 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 NOT BEEN COMPLETED FOR THIS PROJECT. 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. 2/4/2022 5:09:55 PM G R o U P Civil Engineering ^ Surveying ^ Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFIRM GROUND �l V l: it l lt' LI Sc 4 f1 C� i IILNT H U W 0 101f d N CO ('7 L0 Lo z O LLI J U z O 2 J m O U W z 0 2 N CQ M L0 Ln z O J V/ 6L W MW 2 W z J p J 2 W Y 0- w o�o m J _J Ljj Y O O O 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. MaTthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SWPPP - NARRATIVE SW1 03 COPYRIGHT CIVIL SITE GROUP 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 SGS 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 RE & 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 I NAME OF WATER BODY I WATER BODY TYPE I SPECIAL WATER? (Y/N) DATES OF CONSTRUCTION CONSTRUCTION START DATE: 05/20 ESTIMATED COMPLETION DATE: 10/20 SOILS INFORMATION R � r � � f � • tic �( y. -� IMPARIED WATER (Y/N) MAP UNIT SYMBOL MAP UNIT NAME 1377B DORSET -TWO INLETS COMPLEX, 2 TO 6 PERCENT SLOPES 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. P1 _115 !j L Ve nG f9.11 '+L- Zir A, 611L_ �! . Rl' i LU I 9C-lh S1 NE - - -- -KUID79,�f w - z 85th Si ISE - C 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.4.13) 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/A 5. 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 IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.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.0 OF THE PERMIT. N/A DEWATERING 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) 2/4/2022 5:10:01 PM 'm I*t Wit,1 �/ 1�� ie G R O U P Civil Engineering - Surveying - Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 Irk FFIRM G`ROUN0 _- - yineers N CO M LO L[) O J W O C0 O O U W N O M Ln LO 00 1Z W W mz J W Y Q N� W m LU O O O T_ 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. - Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY WPPP - ATTACHMENTS SW1 04 COPYRIGHT CIVIL SITE GROUP ATTACHMENT B: SWPPP INSPECTION FORM 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 ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM ATTACHMENT C - ABOVE -GROUND FACILITY MANAGEMENT SCHEDULE INSPECTOR NAME: PHONE NUMBER: PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS? ❑ ❑ ❑ 2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE? 2 DATE (MM/DD/YYYY): TIME: AM / PM ❑ 3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS? 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: IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? ❑ ❑ RAINFALL AMOUNT (IF APPLICABLE): 4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS? ❑ IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPAIRED WATER? ❑ 5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS? IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTS ❑ ❑ 6. NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION. ❑ ❑ 3 EROSION CONTROL REQUIREMENT (PART IV.B) ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION? ❑ ❑ ❑ Y N N/A 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) Y N N/A 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.) Y N N/A 1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER? ❑ ❑ ❑ EROSIONOBSERP El ❑ ❑ 3. PERIMETER -- El ❑ ❑ 4. ARE INEET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY? COMMENTS: 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. 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. 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). 'm I*t Wit,1 �/ 1�� ie G R O U P Civil Engineering ^ Surveying ° Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 IrkFFIRM G`ROUN0 - -- - - -. 'yineers OTHER 1. ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER? Y N ❑ ❑ N/A ❑ w 2. HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS? ❑ ❑ ❑ 0 3. DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA? El El ElARE ❑ ALL SOLID WAS I ES BEING PROPERLY DISPOSED 01-' El El El ❑ 13.1. IF YES, EXPLAIN HOW THE TOPSOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE. 5. IS THE CONCRETE WASHOUT AREA COMPLETELYCOISITAINED? fi. IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN? ❑ ❑ ❑ COMMENTS: Y N N/A 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 IIID OF THE PERMIT? DESCRIBE: Y N N/A 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? Y N N/A 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 TOPSOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE. Y N N/A 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. U) FM z LU 5FM a a a N CO M LO Ln O J LU I - Z O J 100 J O U W V W W m J J W N O M LO Z O J LU J U_ Z O Y Q W ry LU m J LUY O O O T_ 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. - Matthew R. Pavek DATE 02/07/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY WPPP - ATTACHMENTS ■ 2/4/2022 5:10:02 PM SW15 0 COPYRIGHT CIVIL SITE GROUP II\ N N N N UNIT TYPE COUNT Name Count I Type UNIT 1.1 36 1 BED UNIT 1.2 4 1 BED + DEN UNIT 1.3 2 1 BED UNIT 2.1 24 2 BED UNIT 2.2 8 2 BED UNIT 2.2A 3 2 BED UNIT 2.3 7 2 BED UNIT 2.3A 1 2 BED UNIT 3.1 4 3 BED UNIT S1 4 STUDIO Grand total: 93 UNIT LEGEND UNIT 1.1 UNIT 1.2 ■ UNIT 1.3 UNIT 2.1 � I UNIT 2.2 UNIT 2.3 UNIT 3.1 UNIT S1 UNIT TYPE PER FLOOR Name Count Net Area Type 1 FIRST FLOOR UNIT 1.1 7 649 SF 1 BED UNIT 1.2 1 847 SF 1 BED + DEN UNIT 1.3 2 623 SF 1 BED UNIT 2.1 6 957 SF 2 BED UNIT 2.2 2 1097 SF 2 BED UNIT 2.3 1 1281 SF 2 BED UNIT 2.3A 1 1281 SF 2 BED UNIT 3.1 1 1268 SF 3 BED UNIT S1 1 596 SF STUDIO 1 FIRST FLOOR: 22 2 SECOND FLOOR UNIT 1.1 9 649 SF 1 BED UNIT 1.2 1 847 SF 1 BED + DEN UNIT 2.1 6 957 SF 2 BED UNIT 2.2 2 1097 SF 2 BED UNIT 2.2A 1 1079 SF 2 BED UNIT 2.3 2 1281 SF 2 BED UNIT 3.1 1 1274 SF 3 BED UNIT S1 1 596 SF STUDIO 2 SECOND FLOOR: 23 3 THIRD FLOOR UNIT 1.1 10 649 SF 1 BED UNIT 1.2 1 847 SF 1 BED + DEN UNIT 2.1 6 957 SF 2 BED UNIT 2.2 2 1097 SF 2 BED UNIT 2.2A 1 1079 SF 2 BED UNIT 2.3 2 1281 SF 2 BED UNIT 3.1 1 1274 SF 3 BED UNIT S1 1 596 SF STUDIO 3 THIRD FLOOR: 24 4 FOURTH FLOOR UNIT 1.1 10 649 SF 1 BED UNIT 1.2 1 847 SF 1 BED + DEN UNIT 2.1 6 957 SF 2 BED UNIT 2.2 2 1097 SF 2 BED UNIT 2.2A 1 1079 SF 2 BED UNIT 2.3 2 1281 SF 2 BED UNIT 3.1 1 1274 SF 3 BED UNIT S1 1 596 SF STUDIO 4 FOURTH FLOOR: 24 Grand total: 93 AA A B B.5 C *1) E F G H I J 8 K TLY.7 AA A YBB B.5 C D I 8IL .7 34'- 2 1/4 I I I I I I I I I I I I I I I I I I I I I I 0 PARKING GARAGE REFERENCE PLAN 1/16" = V-0" 2.5 1 0 __ 1 REFERENCE FIRST FLOOR 1/16" = V-0" PLAN 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .civilsitegroup.com OWNER TWIN PINES LLC 4300 School Boulevard Monticello, MN 55362 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY R. NICHOLS CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. OR ION N CON # I ISSUE/ REVISION DATE City Submittal 11.08.2021 SHEET TITLE REFERENCE FLOOR PLANS SHEET NUMBER A051 FIRM GROUND architects & engineers 2 o_ co N O N M 2.5 (io) 2 REFERENCE SECOND FLOOR 1/16" = 1'-0" AA A B B.5 C D TE F TG H J .8 K L .7 I I I I I I I I I I I I 2.5 10 2 3 REFERENCE THIRD FLOOR A052,' 1/16" = V-0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .civilsitegroup.com OWNER TWIN PINES LLC 4300 School Boulevard Monticello, MN 55362 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. OR ION N GON # I ISSUE/ REVISION DATE SHEET TITLE REFERENCE PLANS SHEET NUMBER A052 FIRM GROUND architects & engineers a N O N M AA A B B.5 C D E F G H ..8 K L Y7 2.5 10 — 4 REFERENCE FOURTH FLOOR 1/16" = 1'-0" AA A B YB5 C D E 5'- 8 5/8" 18'- 5 5/8" 10'- 05' - 0 3/4" 18'- 5 5/8" 11'- 6 3/8" 28'- 6" C5— zo tO a0 00 r - C) r 2.5 co 2.9 300 LO co 4.5 zo 5 vle 5o 7 0 7.5 00 LO 2 REFERENCE ROOF PLAN 1/16" = 1'-0" 28'-6" H I J .8 K L Y.7 28' - 6" 2' - 11 5/816' - 11 5/8" 16'- 6 3/4" 9' - 11 5/8" 18'- 6" 5' - 8 5/8" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. PARTNERS/CONSULTANTS CivilSite G R O U P w .civilsitegroup.com OWNER TWIN PINES LLC 4300 School Boulevard Monticello, MN 55362 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY R. NICHOLS CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. OR ION N GON # I ISSUE/ REVISION DATE SHEET TITLE REFERENCE PLANS SHEET NUMBER A053 FIRM GROUND architects & engineers ISOMETRIC NE ISOMETRIC SE c2 N U) N N 21, ISOMETRIC NW ISOMETRIC SW 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .civilsitegroup.com OWNER TWIN PINES LLC 4300 School Boulevard Monticello, MN 55362 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. # I ISSUE/ REVISION DATE SHEET TITLE BUILDING ISOMETRICS SHEET NUMBER A403 FIRM GROUND architects & engineers s IU 'co c� Ica IEM i0N clioN c' 52) iN 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 Q EXTE 401/ 1/8" = V-0" T.O. PARAPET 146'- 9 1/8" ROOF BEARING 142' 9 1 /4" 4_ FOURTH FLOOR 133' - 8 5/8" 3 THIRD FLOOR 122'-53%4" 2 SECOND FLOOR 111 ' - 2 7/8" FIRST FLOO 100' _0" 0 PARKING GARAGE II 89 - 0 EXTERIOR ELEVATION SOUTH A401, 1/8" = V-0" T.O. PARAPET OOF BEARING 142'--9-1/4" 42' - 9 1 /4" )URTH FLOOR 5/8" THIRD FLOOR 122' --5-3/4" 5 3/4" :C -OND FLOOR -2 7 111' /8" _FIRST FLOOR 00' 1 - 0" (ING GARAGE 89' - 0" 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .civilsitegroup.com OWNER TWIN PINES LLC 4300 School Boulevard Monticello, MN 55362 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY X. SAMPLE CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. � OR GON 10 N # I ISSUE/ REVISION DATE A SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A401 FIRM GROUND architects & engineers 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of Minnesota Thomas P. Wasmoen 9-21-2021 20891 Date License No. OWNER PARTNERS/CONSULTANTS CivilSite G R O U P w .civilsitegroup.com OWNER TWIN PINES LLC 4300 School Boulevard Monticello, MN 55362 PROJECT TWIN PINES APARTMENTS 4134 SCHOOL BLVD MONTICELLO, MN, 55362 PROJECT NO. 19.055 DRAWN BY Author CHECKED BY T. WASMOEN © COPYRIGHT 2022 FIRMGROUNDAE INC. � OR GON 10 N # I ISSUE/ REVISION DATE E io IU N co C c� Ica IEU) Lp CN o N 0 0> i N SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A402 FIRM GROUND architects & engineers 0 a a II�IN�I�I 1111-110 INNS EIIIII�II Im 'iNIIHI,IH1101 0 Ali a DI IIIIIIIIIIIIIIIII INIE Elm ME riF fN I1111111111 11011111111 J__ �'�IIIIII�IIIIIJ;l� ___ IIII 11110711-111111111111111111 ris 111-111NOMI.Iiim 1111 rN E fsI FIRM G R O U N D KIUH GULUH EVATIONS 1 VI FE -1-01 �Fol -01 � 11111111 TTTTTTTTT T__________________ E ���Ii L�IJ ' L �F NEI �11tlNIW "lMIN � FENS I a min FIRM G R O U N D ON KIUH GULUH EVATIONS 1 VI Kjellberg Twin Pines Apartments — WSB Engineering Review December 2, 2021 Page 1 Memorandum TO: City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 FROM: Will Bruestle Civil Site Group DATE: 02/04/2022 RE: Kjellberg Twin Pines Apartments City of Monticello, Below are your written comments regarding the Kjellberg Twin Pines Apartments project, in Monticello. I have included my response below each question in bold red. Will Bruestle, EIT Civil Site Group wbruestle@civilsitegroup.com 218-209-7942 CSG RESPONSES SHOWN IN BOLD RED BELOW Kjellberg Twin Pines Apartments — WSB Engineering Review December 2, 2021 Page 2 General 1. Add a note to the plans referencing the City Standard Specifications and Detail Plates. CSG RESPONSE: Preliminary and Final Plat 2. mui,ticello Business Center 7"'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 6t" 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. 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 needs 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. CSG RESPONSE: D&U easement lines added to Utility Plan. 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. Applicant noted receipt of these comments in their response dated January 22, 2020. 6. A minimum of a 12' drainage and utility easement should be added around the perimeter of the lot. CSG RESPONSE: D&U easement added to perimeter of property. 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 anywork occurring within the prescribed easement. CSG RESPONSE: In process of obtaining a grading permit to grade on the adjacent property. Will provide written confirmation once complete. Existing Site & Removal Plan (C1.0) 8. 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. CSG RESPONSE: Removals plan (C1.0) updated to remove existing hydrants. Utility Plan (C4.0) notes a new hydrant and valve. Site & Paving Plan (C2.0) 9. 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 repor' Applicant noted that a separate drive aisle is not feasible, but the site was updated to create more pedestrian accessible routes. 10. A sidewalk should extend from the proposed apartment building to the existing pathway along School Blvd. Applicant noted the site plan was updated to include a connecting path from the existing apartment to sidewalk along School Boulevard. 11. Update parking lot to show the correct number of Handicap parking stalls in compliance with ADA regulations. CSG RESPONSE: Noted, site plan updated to show correct number of ADA Kjellberg Twin Pines Apartments — WSB Engineering Review December 2, 2021 Page 3 stalls. 12. Note the location of pedestrian curb ramps and add the appropriate details onto the details sheets. CSG RESPONSE: ADA ped ramp details added to Sheet C5.2. 13. Add the notation for the signs on the plan view to correspond with what is noted in the legend. CSG RESPONSE: Site plan updated to match legend, see Sheet C2.0. 14. If tip -out curb is proposed, note these locations on the plans. CSG RESPONSE: Noted, "TO" shown next to tip out curb along with an additional dashed line, see Sheet C4.0. 15. Coordinate civil and architectural plans to match, currently grades are different. CSG RESPONSE: Noted. 16. Add an item in the legend for the specialty pavement and a typical section on thedetails page. Add a detail for the edging as well, if applicable. CSG RESPONSE: Item added to legend on Sheet C2.0 for specialty pavement. 17. 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. CSG RESPONSE: Legend updated to remove heavy duty pvmt item. Grading Plan (C3.0) 18. 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. CSG RESPONSE: Noted. 19. 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. CSG RESPONSE: Responsibility of Contractor. 20. 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 are Complete. 21. Riprap shall be grouted per City general specifications. Note the quantity proposed at each location. Complete. 22. 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. 23. Provide trench drain design and information on the storm seg umping system. The pumping system will need to comply with the Building Co, Complete. 24. Confirm all roof drainage is being directed to the infiltration ba"i, Complete. 25. Provide documentation that retaining walls greater than 4.0 fe_.... .. .�.it are certifiedby a professional engineer and a building permit has been acquired. A fence or railing is Kjellberg Twin Pines Apartments — WSB Engineering Review December 2, 2021 Page 4 requireu along the top of the wall Complete. ?F \/Prifv landscaninn on west side of buildinn will not hlnrk dminanP swal CSG RESPONSE: 27. Retaining walls over 4' in height will require a fence or railing, provide standard details. CSG RESPONSE: Noted, Site plan updated. Detail added to Sheet C5.0. 28. The grading in and around the handicapped spaces cannot exceed 2.0% in grade, show additional grade percentages and/or provide note(s) to this affect. CSG RESPONSE: Noted, accessible spaces are grades at 1.9%, slope percentage in this area noted on the grading plan (Sheet C3.0). Utility Plan (C4.0) 29. 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 flowto serve the sitF Complete. 30. 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 current building code. CSG RESPONSE: Noted. 31. 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. CSG RESPONSE: Irrigation plan will be provided by contractor at time of building permit. 32. Show the drainage and utility easements on the Utility Plan. CSG RESPONSE: D&U easements added to Utility Plan 33. Label the size and type of the proposed watermain loop. Note the sizes of the valves on the plan and class of pipe proposed. CSG RESPONSE: Additional watermain callouts added to Utility plan, see Sheet C4.0. 34. Note the location of the post indicator valve (PIV). CSG RESPONSE: Combined water service proposed. PIV not able to be installed on combined service. 35. A wet -tap connection to the existing watermain does not appear to be needed forthe watermain extension. The existing hydrant is being removed; therefore, a gate valve should be installed and the watermain extended. Complete. 36. Identify fire hydrant locations, currently plan states existinn hvrlr^^+, • 11 h- 11vaged and reinstalled but plan does not show the new locations. Complete, but the City's preference is that new hydrants are used for the proposed developments. 37. Where sanitary or storm sewer crosses the watermain, note "Maintain 18 -Inch Separation, 4" Rigid Insulation" at each location. CSG RESPONSE: Note added to Utility plan at crossings, see Sheet C4.0. 38. The sewer service and storm sewer pipe crossing appear to be in conflict. Review all conflict points and adjust grades as necessary. CSG RESPONSE: Noted, sanitary service and storm sewer adjusted to avoid conflict. Kjellberg Twin Pines Apartments — WSB Engineering Review December 2, 2021 Page 5 39. 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, otherwisea manhole may be required at the connection point. CSG RESPONSE: Noted, manhole proposed to connection location. 40. 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. CSG RESPONSE: Curb line shifted to the east. Note on Utility plan also noted to adjust manhole casting if possible to avoid any potential conflict. 41. Confirm that the 8 -inch sanitary sewer size is adequate per Ten State Standards. CSG RESPONSE: Responsibility of mechanical. 42. Note the pipe material types and strength designation for sanitary sewer pipes (i.e. PVC SDR 35). CSG RESPONSE: Proposed sanitary service pipe material already noted on Sheet C4.0 (Sch.40). 43. Add general notes to the utility plans to the effect of: 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. CSG RESPONSE: Noted added to Sheet C4.0 under "city of Monticello utility notes". Civil Details Plans (C5.0. C5.1) 44. Use the City standard details for the proposed utility work including sanitary sewer, storm sewer, watermain, or other items to the greatest extent practicable. CSG RESPONSE: All applicable city details added to Sheets C5.2 & SW1.2 45. Provide a detail for the proposed retaining walls and safety fence. CSG RESPONSE: Detail added to Sheet C5.0. SWPPP (SW1.0 - SW1.5) 46. Either add a note or clarify the legend that the perimeter control shall be comprised of silt fence. CSG RESPONSE: Note on Sheet SW1.0 & SW1.1 updated to note Silt Fence as perimeter control. 47. Show the location of the stabilized construction entrance. CSG RESPONSE: Construction entrance added to sheets SW1.0 & 1.1 48. Add BMP such as silt fence or bio -roll at the bottom perimeter of the infiltration basin. Kjellberg Twin Pines Apartments — WSB Engineering Review December 2, 2021 Page 6 CSG RESPONSE: Silt fence/bio-roll added to bottom perimeter of basin, see sheet SW1.1. 49. Show the hatching on the plan view for the erosion control blanket locations. CSG RESPONSE: Erosion blanket hatching shown on Sheet SW1.1 50. A full review of erosion/sediment control will be conducted with the final plat submittal. Show hatching on plan where this will be required. CSG RESPONSE: Noted. Traffic & Access 51. 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 determineif and when any modifications are nePriPri. Fut, ire special assessments may apple to the property for future improvements Applicant noted receipt of these comments from their response dated January 22, 2020. Stormwater Management Plan 5z. i roviae mou�,n iy taiculations 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. 53. Provide soil borings to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3 -foot separation between the bottomof the infiltration areas and the groundwater elevation. CSG RESPONSE: 54. Hretreatment for runott to infiltration basin is required. Hrovide pre-treatment devicea, curb cut before entering the infiltration basin. 55. 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. 56. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event including the trench drain design. CSG RESPONSE: Water Quality and Volume Reduction: 58. 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. CSG RESPONSE: Noted. Stormwater design updated, see revised stormwater report. Soil borings in progress, will submit when complete. CivilSite G R O U P Rate Cnntrnl- 59. 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 utilizing the regional pond for overall rate control, therefore alternate ponding fees for the site are applicable. CSG RESPONSE: Noted. Stormwater design updated, see revised stormwater report. Freeboard: 60. The EOF of 958.33 provides the required freeboard of at least 1.5ft to the building low opening of 960.33. 61. The FIFE of 971.00 and low opening elevation of 960.33 are more than the required 2feet above the HWL of 957.70. www.CivilSiteGroup.com 4931 West 35th Street • Suite 200 • St. Louis Park • Minnesota • 55416 (612) 615-0060 2 0 U 0 z W M 0 00 M a LO LO z W 0 EL a W z z 0 0 LU Z) LU Z) z LU Q Q z LU X 0 wsb February 22, 2022 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Kjellberg Twin Pines Apartments Development Stage PUD, Preliminary and Final Plat Plan Review City Project No. 2019-027 WSB Project No. R-014468-000 Dear Mr. Leonard: We have reviewed the Kjellberg Twin Pines Final Plat submittal dated February 2, 2022, that included preliminary civil site/grading plans and stormwater management plan as prepared by Civil Site Group. The 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. 2. Monticello Business Center 71h 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 61" 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. 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. Applicant noted receipt of these comments in their response dated January 22, 2020. 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 sanitary sewer main. K:\014468-000\Admin\Docs\2022-02-08 Submittal (Final Plat)\_2022-02-22 Twin Pines Apts Prelim Plat - WSB Engineering Review.docx Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 2 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, 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. 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 phasing of storm sewer removal and installation so that it does not impact drainage to existing buildings and parking area. Site & Paving Plan (C2.0) 11. The applicant should consider creating a separate drive aisle to the proposed apartment buildin, ' 1 , , , rennr' 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 E y alnnn Sr.hnnl Rhyl 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. 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. 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. Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 3 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. 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. Utility Plan (C4.0) 29. 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. 30. 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 current building code. In -progress, the City staff will provide response under separate cover. 31. 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, applicant stated the contractor will provide this at the time of building permit submittal. 32. 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. Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 4 33. 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. 34. Note the location of the post indicator valve (PIV). Complete, applicant stated that a combined service is proposed and a PIV cannot be installed. 35. 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. 36. Identify fire hydrant locations, currently plan states existing hydrants will be salvaged and reinstalled but plan does not show the new locations. Complete. 37. Where sanitary or storm sewer crosses the watermain, note "Maintain 18 -Inch Separation, 4" Rigid Insulation" at each location. Complete. 38. The sewer service and storm sewer pipe crossing appear to be in conflict. Review all conflict points and adjust grades as necessary. Complete. 39. 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. 40. 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. 41. Confirm that the 8 -inch sanitary sewer size is adequate per Ten State Standards. Complete, applicant stated conformance with mechanical design and plans. 42. Note the pipe material types and strength designation for sanitary sewer pipes (i.e. PVC SDR 35). Complete. 43. 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. Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 5 Civil Details Plans (C5.0, C5.1) 44. 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. 45. Provide a detail for the proposed retaining walls and safety fence. Complete. SWPPP (SW1.0 - SW1.5) 46. 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, applicant stated this will be the responsibility of the contactor. 47. Either add a note or clarify the legend that the perimeter control shall be comprised of silt fence. Complete. 48. Show the location of the stabilized construction entrance. Complete. 49. Add BMP such as silt fence or bio -roll at the bottom perimeter of the infiltration basin. Complete. 50. Show the hatching on the plan view for the erosion control blanket locations. Complete. 51. 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. 52. 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. 53. 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 the infiltration basin. Include the stabilizing cover type and update estimated quantities for the project. 54. 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. 55. 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. 56. 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). Traffic & Access 57. 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 Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 6 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 58. 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. Complete. 59. 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. 60. Provide information on proposed storm sewer and discharge to the infiltration basin Rip Rap and owel elevation SANITARY SEWER AND STORM SEWER PLAN 61. Pretreatment for runoff to infiltration basin is required. Provide pre-treatment device at curb cut before entering the infiltration basin. Complete. 62. 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. 63. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event including the trench drain design. Complete. Water Quality and Volume Reduction: 64. Applicant is required to infiltrate 1.1" over the net new impervious Required Infiltration Amount 10,665 cf Proposed Infiltration Amount 10,941 cf area. Complete. 65. 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 Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 7 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: 66. 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 utilizing the regional pond for overall rate control, therefore alternate ponding fees for the site are applicable. Complete. Freeboard: 67. The EOF of 958.33 provides the required freeboard of at least 2ft to the building low opening of 960.33. Complete. 68. The FIFE of 971.00 and low opening elevation of 960.33 are more than the required 2 feet above the HWL of 957.70. Complete. Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 763-287-8532 if you have any questions or comments regarding the engineering review. Sincerely, WSB ;� L James L. Stremel, P.E. Senior Project Manager February 24, 2022 Twin Pines Re: Twin Pines City Planning File 2021-047 Dear Mr. Kjellberg: After review of the most recent land use application plans dated 2/7/2022 for the proposed development in the City of Monticello. We have determined the following based on the 2020 MN State Fire Code: 1. The applicant will verify that all access drive spacing in the front parking lots are at least 24ft wide for aerial apparatus access and circulation within these two lots. The allowed decrease is from the required 26 feet width specified in D105.2 2. The applicant will verify and provide full turning radius in access roads for the City's aerial apparatus as required in D103.3. 3. We will require installation of a full NFPA 13 fire suppression system throughout the building is required (not a 13R fire suppression system). This is required under Section 503.1.2. 4. The City of Monticello has adopted appendix P of the fire code. This requires that a building have adequate first responder radio coverage. Please work with the Fire Marshal to comply with this section. 5. The city requires that you install a fire keybox on the outside of your building. Please work with the fire marshal on this requirement. 6. We require that you work with the Fire Marshal on locating your Fire Department Connection for the sprinkler system. The Fire Marshal must approve the location before it is installed. 7. Finally, we are requiring hydrant spacing at 400 feet based on 507.5.1 number 2. If you have any questions on this matter, please do not hesitate to reach out to Fire Marshal Dan Klein at 763-271-7463. Sincerely, Mike Mossey Monticello Fire Chief Encl Dan Klein Fire Marshal Rachel Leonard, City Administrator Angela Schumann, Community Development Director DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) T WIN PINES FIRST ADDITION PC# ) THIS DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Contract") dated , 2022, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and KJELLBERG'S INC., a Minnesota corporation (the "Developer") 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for TWIN PINES FIRST ADDITION (referred to in this agreement as the "Plat" and the "Development") The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). The Developer is developing the Property as a 93 unit multi -family residential project under the zoning standards. 1 220431v1112044v4 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the Plat with the County Recorder or Registrar of Titles within 365 days after the City Council approves the final Plat or the execution of this Contract, whichever occurs later. The City hereby grants approval to the Planned Unit Development ("PUD") provided the Development is consistent with the conditions of this Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution , City Resolution , and City Resolution , adopted by the City Council on February 281h„ 2022, and subject to the conditions of Exhibit Z in the staff report of the Planning Commission Agenda dated December 7th, 2022 and Exhibit Z of the staff report of the City Council Agenda dated December 13th, 2022 and February 28th, 2022. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the Plat has been submitted to the Wright County Recorder's Office/Registrar of Title's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. A. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may not amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the Developer or other lot owners in the Development. Private agreements between the owners of lots within the 2 220431v1112044v4 Development for shared service or access and related matters necessary for the efficient use of the Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. phase. B. The Development is not a phased development. All lots will be constructed in a single C. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the Plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the Plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, no outlots, within three (3) yeas after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved Plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan and official controls. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R-2 District in effect at the time the final Plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Development Contract and Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations 3 220431v1112044v4 (3) R-4 Zoning District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final Plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the Plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan C - Sanitary Sewer and Watermain Plan Plan D — Civil Details Plan Plan E — Street and Storm Sewer Plan Plan F — Stormwater Management Plan Plan G — Utility Plan Plan H - Street Lighting Plan Plan I - Landscape and Tree Preservation Plans Plan J — Building Plans, fagade elevations and typical architectural design plans Plan K — Sidewalk and Trail Plan 4 220431v1112044v4 Plan L — Sign Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Ponding, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls M. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mail boxes installed and the location of all mail boxes. Initial costs of the mail boxes and their installation are the responsibility of the developer. All residential developments (other than standard single family homes) must install locking cluster mail boxes. The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received 5 220431v1112044v4 from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes § 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 11. DESIGN STANDARDS. The applicable Planned Unit Development Zoning District Regulations are equal to those set forth in the PUD Resolution, and the R-4 Zoning District Regulations. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all 6 220431v1112044v4 applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, of the year following the year of recording of the final Plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Paving of the public streets shall be in conformance with the most current City of Monticello General Specifications and Standard Detail Plans. 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded 7 220431v1112044v4 areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 17. GRADING PLAN AND CERTIFICATION. The Plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file 8 220431v1112044v4 with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the Plat, the Developer shall identify in writing a responsible parry and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this paragraph. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the watermain improvements lying within public easements shall become City property without further notice or action. The storm sewer, parking lot lighting and individual water and sanitary sewer services are privately owned and maintained. 20. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration and City planning -related expenses associated with processing of the Plat, PUD and associated administration. 9 220431v1112044v4 Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat and PUD development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 21. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the 10 220431v1112044v4 warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $X,XXX.00 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $X,XXX.00 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are 11 220431v1112044v4 required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA TRUNK AREA CHARGE. The Development is subject to a storm sewer area charge of $19,012.40. The area charge is based on the net area of the final Plat less any area credit for pond area, and is calculated as follows: 2.2 acres x $4,268.00 (Base Fee/Net Acre) _ $9,389.60 2.2 acres x $4,374.00 (Alternate Fee/Net Acre) _ $9,622.80 The total storm sewer area charge for the Development of $19,012.40 shall be assessed against the property if not paid by the Developer in cash at the time of final Plat approval at Developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 24. SANITARY SEWER TRUNK AREA CHARGE. The Development is subject to a sanitary sewer area charge of $148,242.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 12 220431v1112044v4 93units x $1,594.00 per unit = $148,242.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Plat approval at Developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 25. WATER MAIN AREA TRUNK CHARGE. The Development is subject to a water main area charge of $109,926.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 93 units x $1,182.00 per unit = $109,926.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Plat approval at Developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 26. PARK DEDICATION. Developer shall pay a cash payment in lieu of land according to the City's schedule. The Developer shall pay $26,947.20 in satisfaction at the time of platting in satisfaction of park dedication requirements. The Developer shall be assessed or shall pay the park dedication in cash at the time of final Plat approval at Developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 27. LANDSCAPING. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and the City approved Landscape Plan. 28. SPECIAL PROVISIONS. The following special provisions shall apply to Plat development: 13 220431v1112044v4 A. Implementation of the recommendations listed in the City Engineer's Letters datedDecember 2"d, 2022 and February 22nd, 2022. B. Implementation of the recommendations listed in the Fire Chief and Fire Marshal's Letter dated , 2022. C. Implementation of the recommendations of Resolution Nos. 2022 -XX including the City Staff's recommendations listed in Exhibit Z. D. Implementation of the recommendations from the Planning Commission Staff Report and the Planning Commission Minutes dated December 7th, 2022. E. Verification that all easements and association maintenance aspects of the mixed- use Outlot A area are addressed to the satisfaction of the City Attorney. F. The applicant is required to supply a cross -parking agreement with the adjacent office building over Outlot A. Submittal of association and/or common area easement documents is required. The documents shall be subject to the review and comment of the City Attorney. G. The applicant executes and records into a PUD and Plat development agreement at the time of final plat. H. An encroachment agreement for development encroachments within the easterly drainage and utility easement, for the entrance monument area and Outlot A shall be executed and recorded. I. A stormwater maintenance and easement agreement will also be required as a condition of plat approval and is shall be subject to the review and comment of the city Engineer and City Attorney. J. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. 14 220431v1112044v4 K. Each of the underground parking spaces are included in the rent set for specific units. L. Prior to City Council approval of the final Plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $600.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 2 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. M. The Developer is required to submit the final Plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 29. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit from a bank (security) for $28,410.00, plus a cash fee of $X,XXX.00 for City engineering, expenses and administration. The irrevocable letter of credit or other security deemed acceptable to the City is referred to throughout this Agreement as the "Security". The Security shall be in the form attached hereto as Exhibit `B", from a bank approved by the City. The bank shall be authorized to do 15 220431v1112044v4 business in the State of Minnesota, and shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. The amount of the Security was calculated as follows: CONSTRUCTION COSTS: Watermain $ 22,248.00 CONSTRUCTION SUB -TOTAL (ESTIMATED) $ 22,428.00 Lot Corners/Iron Monuments $ 300.00 TOTAL COSTS $22,728.00 TOTAL SECURITIES: Total Costs X 125% $28,410.00 This breakdown is for historical reference; it is not a restriction on the use of the Security. The bank shall be subject to the approval of the City Administrator. The Security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the Security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the Security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the Security, the City may also draw it down. If the Security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the Security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as Security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. 16 220431v1112044v4 B. To guarantee compliance with the terms of this agreement, the Developer shall furnish the City with another letter of credit, in the form attached hereto, from a bank ("security") for $XX,XXX.00 for site landscaping and grading. The amount of the security was calculated as follows: Landscaping Grading TOTAL $XX,XXX.00 $ 7,500.00 $XX,XXX.00 30. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final Plat approval: Legal (I%) City Administration and Planning (1%) Engineering and Inspection (3%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) Streets and Utilities Review & Inspection (4%) Total Cash Requirements * Fees reconciled to actual expenses at close of project. $ 2,000.00* $2,000.00* $ X,XXX.00* $ *X,XXX.00* $ XX,XXX.00* 31. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for public improvements and underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used 17 220431v1112044v4 to pay for warranty work. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 32. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the Plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Plat. The Developer shall deposit with the City the amount set forth in Section 30 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this 18 220431v1112044v4 contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, plus interest at 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final Plat approval by the City of Monticello or the date of this contract, whichever is later. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt Plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 33. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty- eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 19 220431v1112044v4 34. MISCELLANEOUS. A. The Developer represents to the City that the Plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the Plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the Plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the 20 220431v1112044v4 parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this Contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the Plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy 21 220431v1112044v4 herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. K. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 35. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 4300 School Blvd., Monticello, MN 55362. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. Remainder ofpage intentionally left blank. Signatures on the following pages. 22 220431v1112044v4 23 220431v1112044v4 CITY OF MONTICELLO (SEAL) n STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2022, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 24 220431v1112044v4 DEVELOPER: KJELLBERG'S INC. Lo STATE OF MINNESOTA ) ( ss. COUNTY OF Kent M. Kjellberg Its Chief Executive Officer The foregoing instrument was acknowledged before me this day of , 2022, by Kent M. Kjellberg, the Chief Executive Officer of Kjellberg's Inc., a Minnesota corporation, on behalf of the entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ/smt 25 220431v1112044v4 EXHIBIT "A" Legal description Outlot A, Monticello Business Center Sixth Addition, Wright County, Minnesota, according to the recorded plat thereof. 26 220431v1112044v4 EXHIBIT "B" IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank) "• b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. :• Its 27 220431v1112044v4 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: () Claims Made () Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES 28 220431v1112044v4 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence -OR- Combined Single Limit Policy Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On MM Authorized Insurance Representative 29 220431v1112044v4 City Council Agenda: 2/28/2022 2L. Consideration of approving transition of the cablecaster position from an hourly pay rate to a per meeting stipend Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resources Manager 02/28/2022 ® Consent Agenda Item Reviewed by: Approved by: City Clerk City Administrator ACTION REQUESTED Motion to approve transitioning the cablecaster position from an hourly pay rate to a per meeting stipend. REFERENCE AND BACKGROUND Under the current pay structure, the City's cablecaster is paid an hourly rate of $22/hour with a 3 -hour minimum for recording city meetings. Based on recent discussions, staff recommends eliminating the hourly pay scale and 3 -hour minimum to replace it with a per meeting stipend. While the current pay structure is not uncommon, many cities struggle to find employees to fill this role. Rather than basing the rate of pay on the length of the meeting, staff proposes a more straightforward stipend approach. This remains more cost effective than utilizing full-time city staff while competitively compensating the position. Current Structure w/ 3- Hour Minimum Step 1 Step 2 Step 3 Step 4 $20 $21 $22 $23 Proposed Structure- Per Meeting Stipend Step 1 Step 2 Step 3 Step 4 $75 $80 $85 $90 Budget Impact: Based on an average of 4 meetings per month, the estimated impact to the budget is an increase of less than $500 per year. II. Staff Workload Impact: N/A III. Comprehensive Plan Impact: N/A City Council Agenda: 2/28/2022 STAFF RECOMMENDED ACTION Staff recommends replacing the current hourly pay structure with a per meeting stipend. SUPPORTING DATA • None City Council Agenda — 02/28/2022 3A. Public Hearing — Consideration of an Interim Use Permit for a Place of Public Assembly in the B-3. Hiehwav Business District and consideration of a Variance to allow a Conditional Use Permit on a lot 10 acres or less in the B-3, Highway Business District and Consideration of amending Citv Code Section 5.2(113)(6)(I'Vil for parcel size for Places of Public Assembly and consideration of waiver of application fee and expense. Applicant: Alive! Lutheran Church Prepared by: Meeting Date: ❑ Regular Agenda Item NAC, Community Development Director 2/28/2022 ❑ Consent Agenda Item ® Public Hearing Item Reviewed by: Approved by: Chief Building Official, Community & City Administrator Economic Development Coordinator ACTION REQUESTED Decision 1: Consideration of an Amendment to the Zoning Ordinance regulating the requirements for lot and building size for places of public assembly in the B-3, Highway Business District, through an Interim Use Permit. The Planning Commission recommends approval of the Ordinance Amendment. Motion to adopt Ordinance No. 771, amending the Monticello Zoning Ordinance regulating the requirements for lot and building size for places of public assembly in the B-3 (Highway Business District) through an Interim Use Permit, based on findings in Resolution No. PC -2022- 07. Decision 2: Consideration of an Interim Use Permit for a place of public assembly in the B-3, Highway Business District. The Planning Commission recommends approval of the Interim Use Permit. Motion to approve an Interim Use Permit for a place of public assembly in the B-3 (Highway Business District) based on findings in Resolution No. PC -2022-08 and subject to conditions in Exhibit Z. 1 City Council Agenda — 02/28/2022 Decision 3: Conditional Use Permit Motion to deny the Conditional Use Permit for a place of public assembly in the B-3, Highway Business District, based on a finding that the Ordinance Amendment allowing such use by Interim Use Permit and the Interim Use Permit provide for the intended use. Alternatively, if City Council prefers the Conditional Use Permit and Variance approach described in this report (rather than the Ordinance Amendment and Interim Use Permit), the alternative motion would be for approval of the Conditional Use Permit, based on a finding that the Commission's approval of the Variance to lot size for this use in the B-3 makes the subject parcel suitable for the proposed use. The Council would also deny the ordinance amendment and interim use permit. Decision 4: Application Fee and Escrow Motion to waive the application fee and escrow for the proposal based on a funding that the application is related to the relocation of a tenant in a City/EDA redevelopment project. REFERENCE AND BACKGROUND Property: Legal Description: Lot 1, Block 1, Groveland Center PID: 155-141-001010 Planning Case Number: 2022-07 Request(s): 1. Amendment to the Zoning Ordinance to allow Places of Public Assembly in the B-3 District on parcels of less than 10 acres by Interim Use Permit. 2. Interim Use Permit for the current applicant at the subject property. W 3. Variance from the lot size requirement for Place of Public Assembly in the B-3 District. 4. Conditional Use Permit for Place of Public Assembly in the B-3 District. The Council staff report has been updated to provide additional clarity on the two application paths. The original Planning Commission report is provided for reference. Deadline for Decision: April 8, 2022 (60 -day deadline) June 7, 2022 (120 -day deadline) Land Use Designation: Regional Commercial 2 Zoning Designation: Overlays/Environmental Regulations Applicable: Current Site Uses: Surrounding Land Uses: Project Description: ANALYSIS City Council Agenda — 02/28/2022 B-3, Highway Business Freeway Bonus Sign Overlay District Commercial Office and Service North: Interstate 94 East: Highway Commercial Uses South: Vacant and Highway Commercial Uses West: Recreational Vehicle Sales Location of a Place of Public Assembly in an existing commercial building located in a B-3 (Highway Business) District. The applicants currently occupy a building in downtown Monticello on Block 52, which is under consideration for a mixed-use redevelopment project. The City's EDA has acquired the site and building used by the applicants, requiring that the EDA find a reasonable relocation site. The proposed site is vacant office/commercial space in a building at 4071 Chelsea Road, a fully developed property with a multi -tenant commercial building and parking lot. The applicants are hoping to occupy the facility for a limited period, during which they plan to construct a dedicated church facility on land they own elsewhere. Because that project will require time and additional funding, their short-term needs include both worship and office space on an interim basis. They propose to lease the space subject to this application package for that period. Places of Public Assembly are currently allowed in various districts of the City under the following standards, regardless of location or zoning district: 1. Institutions on parcels exceeding 20,000 square feet in area shall be located with direct frontage on, and access to, a collector or arterial street. 2. The buildings are set back from adjoining residential districts at a distance no less than double the adjoining residential setback. 3. When abutting a residential use in a residential use district, the property shall be screened with an aesthetic buffer (Table 4-2, Buffer Type "B") in accordance with Section 4.1(G) of the Ordinance. 4. Adequate off-street parking and access is provided on the site or on lots directly abutting or directly across a public street or alley to the principal use in compliance with Section 4.8 of this ordinance and that such parking is 3 City Council Agenda — 02/28/2022 adequately screened and landscaped from surrounding and abutting residential uses in compliance with Section 4.1(F) of the Ordinance. 5. Adequate off-street loading and service entrances are considered and satisfactorily provided. The B-3 District was amended in 2015 to accommodate Places of Public Assembly, but with additional criteria not common to other Districts, and with the requirement for Conditional Use Permit. The reasons behind the additional criteria and CUP were to ensure that the uses in the B-3, mostly clustered around the freeway interchange and major highways, was preserved for commercial uses that relied on the traffic and exposure that those parcels provided. The B-3 district includes the following purpose statement: The purpose of the "B-3" (Highway Business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities. Church development has changed over time to include older models in which churches were commonly embedded in residential areas, as well as larger congregations seeking large buildings and prominent high-visibility/high-access sites. The City developed its regulations specific to the B-3 District to accommodate these larger models. The following criteria were added for consideration when looking at a CUP for a church in the B-3 district: 1. Public Assembly in the B-3 is only allowed on properties of 10 acres in size or more. 2. Public Assembly uses in the B-3 must occupy buildings of at least 20,000 gross square feet of area. 3. Public Assembly uses in the B-3 District shall provide off-street parking areas that are designed to meet their unique traffic patterns and parking accumulation ratios. For the B-3 District, the recommended requirement would be one parking space per 2.5 seats in the main assembly area, based on the building code calculation for maximum occupancy. 4. Public Assembly in the B-3 District will be required to provide a traffic study demonstrating peak traffic periods, and the ability to manage traffic loads without negatively impacting the adjoining public streets. Private and/or public street improvements may be required to ensure no negative impacts. 5. CUP applications for Public Assembly use in the B-3 District will require the identification of the principal use, and those other uses of the subject property 4 City Council Agenda — 02/28/2022 that are proposed as accessory uses. All such uses must be allowed in the B-3 District, and may impact other support activities such as parking supply. The proposal currently before the City reflects a new model - a modest -sized congregation seeking to locate in portions of existing buildings that share commercial orientation, rather than local residential settings. The Alive Church is seeking to locate at the Chelsea Road site as the result of a relocation issue noted previously, moving from its current downtown location due to a pending redevelopment project in which the City is participating. As such, finding a suitable relocation site incorporates the need to meet relocation requirements of the relocated facility, which in this case, includes a site that has some commercial exposure. The proposed site meets the general objective but is insufficient in the lot site requirement of 10 acres. The subject property is just under 8 acres in total, and therefore, the City is requested to consider applications to allow a departure from the 10 -acre standard. The ultimate form of this application and the considerations for decision evolved through analysis. In the analysis, staff prepared two alternative pathways for consideration of the request. 1. Ordinance Amendment allowing Places of Public Assembly by Interim Use Permit on parcels under 8 acres in size, with a companion Interim Use Permit for the applicant. 2. Variance to the current ordinance language requiring a parcel size of 8 acres or more, and then a subsequent Conditional Use Permit, required as the code currently allows Places of Public Assembly in a B-3 by Conditional Use Permit. The various applications are reviewed below. Ordinance Amendment The consideration of an amendment to the zoning ordinance would modify the B-3 District standards to address the parcel size issue. There are a number of optional ways to pursue an amendment, if the City wishes to do so. Staff recommends amendment to add an interim use permit clause to temporary occupancies (such as the one proposed by this applicant), for places of assembly that can't meet the full threshold lot and building size requirements but would seek a location that is only to be utilized pending a move to a more permanent location. Such an IUP would stand in the place of both the CUP and Variance applications, allowing the City to accommodate temporary or "interim" moves, but adhering to the current standards in the B-3 District. 5 City Council Agenda — 02/28/2022 Another option for amendment would be to modify the specific standards of the existing code. Such an amendment would apply to any future user in the B-3 District (by Conditional Use Permit). The changes would need to address both the parcel size and the building size requirements of the ordinance language. It is noted that the current B-3 intent is to provide for auto- or traveler -related commercial uses as its primary purpose. The objective of the 10 -acre standard (and the 20,000 square foot building standard), was to accommodate larger assembly uses that are similar in scope and size to other large-scale commercial uses in the B-3 District. Smaller assembly uses — those more likely to attract congregations from a local (rather than regional) area are better located outside of this district, given its visibility and accessibility to freeway or highway -oriented clientele. The amendment to allow Places of Public Assembly Uses in the B-3 District as interim use permit is promoted by staff as a method of accommodating the current user's need, but without major overhaul of the standards. In staff's view, an Interim Use Permit could be pursued as a component of the CUP application, without the need for a variance, and which acknowledges the temporary nature of the proposed occupancy. 2. Interim Use Permit With the ordinance amendment for interim use permit as proposed, staff's recommendations for the IUP provisions are summarized as follows: 1. The applicant for an IUP would enter into a development agreement specifying the duration of the IUP, with a time limitation. 2. The applicant would be able to demonstrate that the interim occupancy would not interfere with other commercial uses of the property, either in the nature of the use, the times of operation, or demand for services, such as parking or other impacts. 3. The IUP would expire upon the end of the specified term, or when the applicant vacates the property, and would not be transferable to another similar Public Assembly use. 4. Changes in scope or nature of the proposed use, operation, or other elements would require amendment to the IUP and the development contract, or a new IUP, depending on the change. 5. No such IUP, subsequent amendment, or reapplication may result in a duration of the subject use for more than ten (10) years of cumulative and continuous occupancy. With these conditions, the City should be able to be confident that the use will be both truly "interim" and be compatible with the other commercial uses in the area. As noted, the purpose of the B-3 District provisions is to capitalize on the nature of the area for commercial 0 City Council Agenda — 02/28/2022 development and activity. Avoiding long term uses that are not consistent with this purpose is the essential objective of the regulations. 3. Variance The Planning Commission considered the variance application as a pathway to allow the use in lieu of the Ordinance Amendment. In considering variances from the zoning ordinance standards, the City is required to find that a unique condition of the property in question exists which creates a practical difficulty in putting the property to what would otherwise be considered a reasonable use. The conditions may not be created by the owner/applicant, nor may the conditions be solely economic in nature. In this case, the unique aspect relates to two factors: (1) the City's participation in the relocation need, and (2) the character of the location (both existing site and proposed site). Because the City is bound to find a comparable location when relocating tenants due to an economic development project, the commercial nature of the relocation is a key component. Moreover, the church will occupy only a small portion of the existing building, which otherwise constitutes a complete build -out of the existing parcel, and the applicant church was not involved in creating those conditions. To accommodate the unique demands of the City's relocation project, the proposed site (despite its being on a lot smaller than the B-3 requirements), would appear to be a reasonable use of the property. Two factors should be considered. The church use of the building would constitute less than 2,000 square feet of a 35,000+ square foot commercial building. Moreover, the church plans to be temporary, as the congregation hopes to eventually move to a new facility built on land that they own elsewhere in the region. And finally, the church use is not expected to interfere with the other commercial uses in the building, which are dominated by daytime -weekday uses. The church itself has a relatively small congregation at Sunday morning services, with limited weekday activities, including occasional office hours and evening small group options. The space they occupy would be, according to building code capacity limitations, be capable of holding up to 55 people in an assembly area of approximately 800 square feet (approximately 1,000 square feet of area in the lease space is devoted to office, mechanicals, hallway, restroom, and other non -assembly use). Thus, even with a funeral event during weekday hours, the parking areas available on the property would consume perhaps 30 vehicles, out of more than 150 spaces on site. 4. Conditional Use Permit Should the City wish to pursue allowance of the proposed use by variance, rather than the proposed Ordinance Amendment and Interim Use Permit, then a Conditional Use Permit would 7 City Council Agenda — 02/28/2022 also be necessary. With the Variance, the proposed user and the location would meet the requirements for Conditional Use Permit outlined by the ordinance. PUBLIC HEARING The original public hearing notice for this item did not include discussion of the variance or the zoning ordinance amendment for interim use permit. The notice was subsequently updated to include all three applications: CUP, Variance, and Ordinance Amendment. Although the notice was corrected, due to timing, the required 10 days of publication were not met for the added applications of Variance and Ordinance Amendment. As such, staff requested that the Planning Commission continue the public hearing(s) to the City Council meeting to allow for a full ten-day notification. The Council will continue the hearings and act on the Ordinance Amendment, Interim Use Permit and Conditional Use Permit requests and continue the hearing on the Variance request. This ensures that interested members of the public can comment on the items while they are still open applications, and before the Council takes final action. The Planning Commission, as the Board of Adjustments, takes "final" action on the variance portion of the request. However, an appeal opportunity exists, so City Council retains final authority over the issue. By taking action, but keeping the hearing open, the Planning Commission/Board of Adjustments acknowledged that additional public comment may impact the Council's consideration of the variance item. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the requests and opened the public hearings during a special meeting on Tuesday, February 22, 2022. The Commission had discussion regarding the two approaches, clarifying the need to act on both paths. Planning staff indicated that due to the need to keep the hearings open, it is preferred that the Commission take action on all four application types but indicate their preference for either the ordinance amendment/IUP approach or the Variance/CUP approach. In doing so, it leaves all options open for public comment at the Council meeting and the Council's final decision. Alive Church representative Connie Wischniak was present to address the Commission on the item during the public hearing. She indicated that the planning staff had summarized the proposed use and had no other comments. No other public was present to address the Commission. Following discussion, the Commission recommended approval of the Ordinance Amendment and Interim Use Permit. The Commission also approved the Variance and recommended approval of the Conditional Use Permit, should Council prefer that option. The Commission continued the public hearing on each of the requests. 0 City Council Agenda — 02/28/2022 STAFF RECOMMENDED ACTION Planning staff recommends approval of the Zoning Ordinance Amendment creating an Interim Use Permit for Places of Public Assembly on parcels of less than 10 acres in the B-3 District and granting of an Interim Use Permit (as a modification of the original CUP request) for the Alive Church, with the conditions required by the ordinance amendment. As an alternative to the ordinance amendment and IUP, the Council may approve the Conditional Use Permit and Variance. Should the Council prefer the CUP and Variance option, the ordinance amendment would not be necessary. If Council prefers the recommended Ordinance Amendment and Interim Use Permit option, it should then deny the Conditional Use Permit, thereby making the Variance unnecessary. In the alternative, the applicant can withdraw the Variance and Conditional Use Permit applications. Finally, because the ultimate form of this application evolved through the analysis (due to both the discovery of the lot size issue and the form of permit), the original public hearing notice did not include discussion of the variance or the zoning ordinance amendment. The notice was subsequently updated to include all three applications (CUP/IUP, variance, and Amendment). However, due to timing, the required 10 days of publication were not met. As such, staff requests that the Planning Commission refrain from closing the public hearing(s), take action on each of the requests, and then continue the hearings to the City Council as a part of its deliberations on 2/28/22. This will ensure that interested members of the public will have the opportunity to comment on the items while they are still open applications, and before the Council takes final action. The variance aspect of this request is unique in this regard. The Planning Commission, acting as the Board of Adjustments, takes "final" action on the variance portion of the request. However, an appeal opportunity exists, so City Council retains final authority over the issue. By taking action, but keeping the hearing open, the Planning Commission/Board of Adjustments acknowledges that additional public comment may impact the Council's consideration of the item. Variance action notwithstanding, staff's recommendation for the Interim Use Permit proposal would ultimately remove the need for the variance. Budget Impact: As this project is related to the relocation of a tenant in a City/EDA development, staff recommends that the Council waive the application fee and escrow. II. Staff Workload Impact: Limited to review and preparation of the staff reports. 0 City Council Agenda — 02/28/2022 III. Comprehensive Plan Impact: Per report and recommendation. SUPPORTING DATA A. Resolution PC-2022-07—Ordinance Amendment B. Resolution PC -2022-08 —Interim Use Permit C. Resolution PC -2022-09 - Variance D. DRAFT Ordinance No. 771 E. Applicant Narrative F. Site Plans G. Commercial Building Hours of Operation H. Planning Commission Report, 2/22/22 Z. Conditions of Approval EXHIBIT Z Conditions of Approval INTERIM USE PERMIT Alive! Lutheran Church, Place of Public Assembly Lot 1, Block 1 Groveland Center 1. The applicant enters into a development agreement specifying the duration of the IUP, with a time limitation. Staff and applicant suggest an initial term of four (4) years. 2. The applicant continues to demonstrate that the interim occupancy will not interfere with other commercial uses of the property, either in the nature of the use, the times of operation, or demand for services, such as parking or other impacts. 3. The IUP shall expire upon the end of the specified term, or when the applicant vacates the property (whichever is sooner) and shall not be transferable to another similar Public Assembly use. 4. Changes in scope or nature of the proposed use, operation, or other elements shall require amendment to the IUP and the development contract, or a new IUP, depending on the change. 5. Any additional recommendations of other Staff or Planning Commission. 10 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. PC -2022-07 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING ADOPTION OF AN AMENDMENT TO THE MONTICELLO ZONING ORDINANCE ESTABLISHING AN INTERIM USE PERMIT FOR PLACES OF PUBLIC ASSEMBLY ON A PARCEL OF LESS THAN 10 ACRES IN THE B-3, HIGHWAY BUSINESS DISTRICT. WHEREAS, the applicant is proposing to occupy leased space in a commercial building for a Place of Public Assembly, on a temporary basis; and WHEREAS, the subject property is less than the required 10 acres for Places of Public Assembly in the B-3 District; and WHEREAS, occupancies for such uses may be consistent with the conditions found in the areas, if regulated by Interim Use Permit; and WHEREAS, an amendment to the Zoning Ordinance is proposed which would establish such an Interim Use Permit, with general conditions and an opportunity for the City to manage the location, hours, intensity, and scope of the use on parcels of less than 10 acres; and WHEREAS, the proposed ordinance amendment, subject to the comments and requirements identified in Exhibit Z of the applicable staff report February 22, 2022, along with the language as proposed in the draft ordinance, are consistent with the intent for the Interim Use requirements and the City's land use objectives for the site; and WHEREAS, the ordinance amendment would be consistent with the City's Comprehensive Plan in ensuring the continued dominant use of the site as Regional Commercial; and WHEREAS, the Planning Commission held a public hearing to consider the matter at a special meeting on February 22, 2022 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval of the proposed ordinance, pursuant to the conditions identified by staff and others: 1. The proposed Interim Use Permit zoning amendment is consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed IUP process will meet the requirements and intent of the Monticello Zoning Ordinance. 3. The proposed IUP process, when managed consistent with the terms of the ordinance, will not create undue burdens on public systems, including streets and utilities. 4. The proposed IUP amendment will not create substantial impacts, visual or otherwise, on neighboring land uses, other than temporary impacts common to the developed land. 5. The proposed amendment is found to be consistent with the proposed and planned land uses in the area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota that the proposed amendment to the B-3 Zoning District establishing Places of Public Assembly on parcels of less than 10 acres by Interim Use Permit is hereby recommended for approval. ADOPTED this 22nd day of February, 2022, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: ��---- 1 Konsor, Chair ATTEST: Angela SchyimAo, (�ommunity Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. PC -2022-08 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN INTERIM USE PERMIT FOR PLACE OF PUBLIC ASSEMBLY ON A PARCEL OF LESS THAN 10 ACRES IN THE B-3, HIGHWAY BUSINESS DISTRICT. PROPERTY ADDRESS: 4071 CHELSEA ROAD WEST, MONTICELLO, MN 55362 PID: 155141001010 WHEREAS, the applicant is proposing to occupy leased space in a commercial building, on a temporary basis; and WHEREAS, the subject property is less than the required 10 acres for Places of Public Assembly in the B-3 District; and WHEREAS, the proposed use is allowed through an Interim Use Permit; and WHEREAS, the proposed use and site improvements, subject to the conditions identified in Exhibit Z of the applicable staff report February 22, 2022, are consistent with the intent for the Interim Use requirements and the City's land use objectives for the site; and WHEREAS, the use would be consistent with the City's Comprehensive Plan in supporting the continued use of the site as Regional Commercial; and WHEREAS, the nature of the proposed use will have limited impacts on the dominant commercial uses of the site; and WHEREAS, the Interim Use Permit allows the applicants an opportunity to seek other permanent locations for their space, consistent with the long-term land use needs applicable to such space; and WHEREAS, the Planning Commission held a public hearing to consider the matter at a special meeting on February 22, 2022 and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval, pursuant to the conditions identified by staff and others: 1. The proposed Interim Use is consistent with the intent of the Monticello Comprehensive Plan. 2. The proposed use will meet the requirements of the Monticello Zoning Ordinance. 3. The proposed use will not create undue burdens on public systems, including streets and utilities. 4. The proposed use will not create substantial impacts, visual or otherwise, on neighboring land uses, other than temporary impacts common to to the developed land. 5. The proposed use is found to be consistent with the proposed and planned land uses in the area. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota that the proposed Interim Use Permit is hereby recommended for approval, with the following conditions: 1. The applicant enters into a development agreement specifying the duration of the IUP, with a time limitation. Staff and applicant suggest an initial term of four (4) years. 2. The applicant continues to demonstrate that the interim occupancy will not interfere with other commercial uses of the property, either in the nature of the use, the times of operation, or demand for services, such as parking or other impacts. 3. The IUP shall expire upon the end of the specified term, or when the applicant vacates the property (whichever is sooner), and shall not be transferable to another similar Public Assembly use. 4. Changes in scope or nature of the proposed use, operation, or other elements shall require amendment to the IUP and the development contract, or a new IUP, depending on the change. 5. Any additional recommendations of other Staff or Planning Commission. ADOPTED this 22nd day of February, 2022, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION 2 By: aul Konsor, Chair ATTEST: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-09 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO APPROVING A VARIANCE TO THE 10 ACRE REQUIREMENT FOR PLACES OF PUBLIC ASSEMBLY IN THE B-3, HIGHWAY BUSINESS DISTRICT PROPERTY ADDRESS: 4071 CHELSEA ROAD WEST, MONTICELLO, MN 55362 PID: 155141001010 WHEREAS, the applicant is requesting a variance to the 10 acre lot size requirements Places of Public Assembly in the B-3, Highway Business District to occupy a portion of a multi -tenant commercial building; and WHEREAS, the zoning ordinance currently requires, subject to potential amendment, a minimum lot size for such uses in the B-3 District; and WHEREAS, the proposed structure is located on an existing parcel of record, which is fully developed and is just under 8 total acres in area; and WHEREAS, the applicant is seeking the location as a result of the City's redevelopment project removing its current downtown Monticello location; and WHEREAS, the proposed use will occupy less than 10% of the proposed commercial building site area; and WHEREAS, the applicant indicates that the occupancy is for a limited time; and WHEREAS, the applicant's use is not expected to create negative impacts or interference with the other commercial uses of the property due to size, hours of operation, and other factors; and WHEREAS, the Planning Commission held a public hearing on February 22, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the approval of the variance: 1. The applicant has demonstrated practical difficulties in using the property in a reasonable manner, due to the previously existing lot and structure, all of which combine to limit reasonable construction in other configurations. 2. The existing parcel is of otherwise sufficient size and area to accommodate the proposed use. 3. The applicant is required to move pursuant to a City -initiated redevelopment project at their current location. 4. The proposed addition will not be inconsistent with area uses, nor create interference due to size and hours/days of operation. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the requested variance is approved based on the conditions provided in Exhibit Z of the referenced staff planning report, as follows: The applicant enters into a development agreement specifying the duration of the IUP, with a time limitation. Staff and applicant suggest an initial term of four (4) years. 2. The applicant continues to demonstrate that the interim occupancy will not interfere with other commercial uses of the property, either in the nature of the use, the times of operation, or demand for services, such as parking or other impacts. 3. The IUP shall expire upon the end of the specified term, or when the applicant vacates the property (whichever is sooner), and shall not be transferable to another similar Public Assembly use. 4. Changes in scope or nature of the proposed use, operation, or other elements shall require amendment to the IUP and the development contract, or a new IUP, depending on the change. 5. Any additional recommendations of other Staff or Planning Commission. ADOPTED this 22nd day of February, 2022, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director ORDINANCE NO. 770 AN ORDINANCE AMENDING THE MONTICELLO CITY CODE ADDING PROVISIONS FOR INTERIM USE PERMIT PLACED OF PUBLIC ASSEMBLY ON CERTAIN PARCELS IN THE B-3, HIGHWAY BUSINESS ZONING DISTRICT THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: SECTION 1. Table 5-1, Uses by District is hereby amended to add Places of Public Assembly on parcels under 10 acres as an Interim Use Permit to the B-3, Highway Business District. SECTION 2. Section 5.2 (D)(6)(f)(i) is hereby amended to read as follows: (f) Public Assembly in the B-3 District: (i) Shall only be allowed on properties of 10 acres in size or more, except that the City may consider such uses on smaller properties by Interim Use Permit, subject to the following requirements: a. The applicant for an IUP would enter into a development agreement specifying the duration of the NP, with a time limitation. b. The applicant would be able to demonstrate that the interim occuaancv would not interfere with other commercial uses of the property, either in the nature of the use, the times of operation, or demand for services, such as parking or other impacts. c. The IUP would expire upon the end of the specified term, or when the applicant vacates the property, and would not be transferable to another similar Public Assembly d. Changes in scope or nature of the proposed use, operation, or other elements would require amendment to the IUP and the development contract, or a new IUP, depending on the change. e. No such IUP, subsequent amendment, or reapplication may result in a duration of the subject use for more than ten (10)years of cumulative and continuous occupancy. SECTION 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. SECTION 4. This ordinance shall have full force and effect upon its passage and publication. Passed by the City Council of the City of Monticello Wright County, Minnesota, this day of , 2022 Lloyd Hilgart, Mayor ATTEST: Angela Schumann, Community Development Director 2/3!22, 12.36 PM TDS WebmaiL Compose Subject: Description of operation We are a church that has been in Monticello since 2006. At the present time we are at 121 W Broadway. We have rented from Mr. Johnson for the last about 10 years. December of 2020 we were told that Mr. Johnson sold the property to the City of Monticello for redevelopment. We were then told by the City of Monticello in November, 2021 that we needed to relocate by May 15, 2022. We did purchase a parcel of land across the river in 2016 to build a new church. As of right now we do not have enough money or people to build on our land. We would like to sign a two year lease with LSW Properties. The reason that we picked this property is because it is in a location that we feel we will be more visible to the community. We may find in the area that there are people looking for a church to attend. We would be meeting on Sunday mornings for worship service at 8:15. We would be using the building until about 10:30 on Sundays. Since covid we have about 20 people that have returned to In Person Worship and about 10 people are watching our Live Stream Service. Our Office would be open on Mondays and Fridays. On the 2nd Monday each month we have our Council meeting at bpm_ In the future we may have a bible study on a Monday or Friday but not at the present time. There is a possibility of midweek services during Lent and Advent. There is always a chance of a funeral anytime. We will be putting signage on the Groveland Center board. We are also are looking at putting signage or banners in the window to the left of the front entrance of 4041. 1/1 https://mai12_tds.net/mai1#3 SEA 3E DETAILS — SEE DETAIL SHEETS FOR THE FOLLOWING DETAILS 1A 90 DEGREE PARKING SPACE STRIPING AT 9.0'* 1C HANDICAP PARKING SPACE AND SIGN (TYP,) 1D "VAN ACC£SS13LE" HANDICAP PARKING SPACE AND SIGN 1E PARALLEL PARKING SPACE STRIPING 2 TRAFFIC FLOW ARROW (TYP.) 3C "STOP" SIGN AND STOP BAR DETAIL 3E H "NO PARKING FIRE LANE" SIGN 3H ISLAND SIGN (134-7) & REFLECTOR (X 4-2) 31 "BEGIN ONE WAY" SIGN 3J "DO NOT ENTER" SIGN 3K "INCOMING TRAFFIC DOES NOT STOP" SIGN 4 CONCRETE DRIVEWAY ENTRANCE 5 CONCRETE PEDESTRIAN RAMP — (SEE ARCH. PLANS) 6A MN/DOT B612 CURB & GUTTER 68 MN/DOT 6618 CURB & GUTTER 9 GUARD POST (SEE ARCH, PLANS FOR ADDITIONAL POSTS) 10A STANDARD DUTY BITUMINOUS PAVING �Jn 10B HEAVY DUTY BITUMINOUS PAVING PARKING LOT STRIPING TO BE WHITE C) 2� NOTES L 1A 4" TRAFFIC YELLOW LANE STRIPE (TYP.) 16 4" TRAFFIC WHITE LANE STRIPE (TYP) IC DOUBLE 4" TRAFFIC YELLOW LANE STRIPE (TYP) 1D YELLOW CROSSWALK STRIPING 1E 4" YELLOW TRAFFIC CONTROL STRIPING (DIAGONAL AT 2' D.C.) ' 4 8' CHAINLINK FENCE W/2 STRING BARBED WIRE (SEE ARCH. PLANS) 5 SLIDING GATE (SEE ARCH. PLANS) 7 RETAINING WALL (SEE ARCH. & STRUCTURAL PLANS) 8 CONCRETE SIDEWALK (SEE ARCH. PLANS) 10 ONE WAY DRIVE THRU LANE' 11 TRASH ENCLOSURE. 14 PROJECT IDENTIFICATION SIGN (PYLON) 16 REMOVE EXISTING CURBING IN CHELSEA ROAD WITH SAW CUT & CONSTRUCT CONCRETE ENTRANCE 17 WESTERN ELECTRIC LINE 18 DRAINAGE & UTILITY EASEMENT LINE 12 DENOTES NUMBER OF PARKING SPACES DEVELOPER: Progressive Development & Construction Co. 11915 Brockton Avenue North Osseo, MN 55369 Phone: (763) 428-4413 Attention — Shawn Weinand ENGINEERING CONSULTANT: MFRA 15050 23rd Avenue North Plymouth, MN 55447 Phone: (763) 476-6010 Attention -- Daniel Parks, P.E. INDEX OF DRAWINGS_ Drawing Title PUD - Civil Site Plan Grading & Drainage Plan Utility Plan Detail Sheet Detail Sheet Marvin Road- Plan & Profile LEGAL aSCRIPTION: OUTLOT F, GRQVELAND ADDITION, WRIGHT COUNTY, MINNESOTA. DEVELOPMENT SUMMARY S1 TE USE LOT AREA (ACRE) BUILDING AREA (SF)* LOT 1 BLOCK 1 3.65 5/l/02 AUTOMOTIVE/OFFICE REV. SITE PLAN 3,627 AUTO BODY MRD 10,812 AUTOMOTIVE 6/8/02 3,890 MIXED USE 9,982 OUTLOT B 0.53 MIXED USE 11,330 OUTLOT A 4.69 PONDING & WETLAND TOTAL 8.87 39,641 *GROSS BUILDING SQUARE FOOTAGE (INCLUDING 2ND STORY) -- PARKING SPACES PROVIDED: 181 — INCLUDES 6 HANDICAPPED SPACES GENERAL NOTES: ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. ALL CURB RETURN RADII ARE TO BE A MINIMUM OF TWO (2) FEET UNLESS SHOWN OR NOTED OTHERWISE. BITUMINOUS PAVEMENT SECTIONS TO BE IN ACCORDANCE WITH RECOMMENDATIONS OF SOILS ENGINEER. TRAFFIC SIGNS TO CONFORM WITH MNDOT AND CITY STANDARDS. PARKING STRIPING TO BE 4" WHITE STRIPE SEE PROPOSED PLAT FOR LOT BEARING DIMENSIONS AND AREAS 104 111 and Irm-I 0 20 40 80 160 Engineering • Planning Surveying McCombs Frank Roos Associates, Inc. 15030 23rd Avenue North Plymouth, Minnesota 55447 phone 76JI476-6010 fax 7631476-8532 E—Mail; m fra&n fro, cam Client Progressive Development & Construction Co. Osseo, MN Project Groveland Center Monticello, MN Sheet Title PUD - Civil Site Plan I hereby certify that this plan was prepared by me or under my direct supervision and that I orn a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature A'LA Nome Daniel M. Parks Date License # 18919 Designed DMP Checked DMP Drawn MRJ/ATP Approved DMP Date 212 Revisions No. Date By Remarks A 4/3/02 MRJ REV. PER CLIENT B 5/l/02 ATP REV. SITE PLAN C fi 3 02 MRD REV. PER WSB 5 30 02 LE D 6/8/02 D8 REV. MARVIN RD. CURB. Sheet Revision C 1 p 6 MFRA FILE No.: 13627 TER A LAVATORIES SHALL. HAVE A CLEAR ACCESS WIDTH OF NOT LESS THAN 30% CLEAR HEIGHT OF NOT LESS THAN 29" TO THE BOTTOM OF THE FIXTURE APRON, CLEAR HEIGHT OF NOT MORE 34" TO THE RIM OF THE FIXTURE, AND A CLEAR DEPTH OF NOT LESS THAN 12" UNDER THE FIXTURE EXCLUSIVE OF BOWL AND WASTE PIPE. ALL EXPOSED PIPES ARE TO BE COHERED WITH AN INSULATED PROTECTIVE MATERIAL THE WATER CONTROL VALVES SHALL HAVE LEVER HANDLES. REVROOM ACCESSORIES NOTE: MIRRORS SHALL BE MOUNTED SO THAT THE BOTTOM IS NO HIGHER THAN 40" ABOVE THE FLOOR. ALL WALL–MOUNTED DISPENSERS, WASTE DISPOSAL CONTAINERS, OR SIMILAR ACCESSORIES SHALL BE MOUNTED SO THAT WORKING HEIGHT IS NO HIGHER THAN 40" ABOVE THE FLUOR, AND SHALL BE FREE OF INTERFERENCE BY GRAB BARS OR OTHER ACCESSORIES OR FIXTURES. GRAB BARS SHALL SUPPORT A HEIGHT OF 250 LBS. OR GREATER. RESTROOM INTERIOR FINISH NOTE: FLOORS IN THE WATER CLOSET COMPARTMENTS ACCESSIBLE TO THE PUBLIC SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE SUCH AS CERAMIC TILE AND SHALL EXTEND UP THE WALLS AT LEAST V. (IBC 1209.1 WALLS WITHIN 2 FEET OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE, TO A HEIGHT OF 4 FEET ABOVE THE FLOOR. (IBC 1209.2) 12" MAX 42" A7 r� GENERAL NOTES: WALL THROUGHOUT THE BUILDNG (IBC 903.3.1.1) One Layer 6/8" Type 'X' Gypsum Wallboard Or Gypsum Veneer Base Apelied At Right Angles 1. TENANT BUILD OUTS WILL BE SUBMITTED UNDER A SEPARATE o.c. To Vertical Joints And PERMIT. 2. AREAS -- Joints Staggered 24" On Opposite Sides. r �I 9200 STC RATING - 40-44 PR01ECTiVE 141 – 1,935 S.P. 105 – 280 S.F. 109 – 119 S.F. 102 – 1,817 S.F. 106 – 55 S.F. 1101 – 65 S.F. 103 – 1,833 S.F. 107 – 48 S.F. 111 – 65 S.F. 104 – 3,363 S.F. 108 – 55 S.F. 112 – 48 S.F. �30"x48" CLEAR FLOOR I PACE 30"x48 CLEAR FLOOR SPACE j' .O.10 C4 18" 42" MIN. 18" 7'-4" NOTE: 27" - WALL MOUNTED TOILET 31" = FLOOR MOUNTED TOILET ENLARGED RESTROOM PLAN 6j!'j'/ SCALE: 3/8" - 1'--0 1 HOUR V METAL STUD WALL THROUGHOUT THE BUILDNG (IBC 903.3.1.1) One Layer 6/8" Type 'X' Gypsum Wallboard Or Gypsum Veneer Base Apelied At Right Angles Or Parallel To Each Side Of 6" Steel Studs 24 o.c. With 1" Type S Drywall Screws 8" o.c. To Vertical Joints And 12" o.c. At Floor And Ceiling Runners And Intermediate Studs. Stagger Joints Staggered 24" On Opposite Sides. r �I 9200 STC RATING - 40-44 PR01ECTiVE (IBC 005,2.2) 75' F to �_ i_ — Corridors (IBC 1 2 — Exit Possageway9 C 1 5.3.3) 36" — Exit Doors (IBC 1 5.3.3) = 32" Min Clear Id— 48" Max Nom 6. Dooes EXISTING ' — Swing (IBC 1003.3 .2) COATING OR — Landings (IBC 1 a0 3.1.5) Width Not Less r 2 of Travel Not Less Than 44" r- Thresholds (IBC 1 �.,�.. r� -- 1:2 Beveled Edge If 1/4"-1/2' -- Consecutive Doors ' — Lock or Latch (19 1003.3.1.8} COVER FOR Without Use of Knowledge or Keys. Manually Operated ush Bolts or Surface Bolts Are Prohibited. ^ IBC 1003.3.1.9) ¢ itAccess Doors --- E I 4L4" OM F 104 LEASE AREA '4' PIPING� ' 108 --- GYP. C14 V) B F2 BACK WALL SIDE WALL 8fXMIN. CORRIDOR 0 6" MAX. TOE CLEARANCE) PT GYP PT GYP NEr 9'-0" 101 4 104 � C.T. C.T. CLEARANCE P7 GYP 17 MIN, r 4'-0" HIGH C.T. WAINSCOT J R 107 107 19" MAX. --- GYP. GYP. GRAB BARS AT ACCESSIBLE WATER CLOSETS GYP. LAVATORY CLEARANCES 2 RESTROOM DETAILS & NOTES 108 — 1 — C.T. I H1 SCALE: 3/8" = V-00 JGYP F n R r n n r r n 11 a I I A KI r C �30"x48" CLEAR FLOOR I PACE 30"x48 CLEAR FLOOR SPACE j' .O.10 C4 18" 42" MIN. 18" 7'-4" NOTE: 27" - WALL MOUNTED TOILET 31" = FLOOR MOUNTED TOILET ENLARGED RESTROOM PLAN 6j!'j'/ SCALE: 3/8" - 1'--0 1 HOUR V METAL STUD WALL THROUGHOUT THE BUILDNG (IBC 903.3.1.1) One Layer 6/8" Type 'X' Gypsum Wallboard Or Gypsum Veneer Base Apelied At Right Angles Or Parallel To Each Side Of 6" Steel Studs 24 o.c. With 1" Type S Drywall Screws 8" o.c. To Vertical Joints And 12" o.c. At Floor And Ceiling Runners And Intermediate Studs. Stagger Joints Staggered 24" On Opposite Sides. — Exit Access {IBC 1 GA FlLE NO. WP 9200 STC RATING - 40-44 6" STUDS ALLOWED TO BE SUBSTITUTED I`OR 3-5L8- STUDS 4 1 HOUR DEMISING WALL I H1 I SCALA -i- 0 GENERAL INFORMATION A. PROJECT NAME: Leoseholds For Groveland Center B. PROJECT LOCATION: Monticello, Minnesota APPLICABLE CODES: COMMERCIAL P LA N R E V I E W A. INTERNATIONAL BUILDING; CODE 2DDO Edition 9. MONITICELLO ZONING ORONANCE Current Edition C. MINNESOTA STATE BUILD G CODE 2003 Edition O. MHO PLUMBING CODE 2083 Edition E. MINNESOTA ELECTRICAL Ot]E (NEC) 2001 Edition F. INTERNATIONAL ENERGY ONSERVA110N CODE 2000 Edition G. INTERNATIONAL FIRE. CODE 2000 Edition H. UMFORM MECHANICAL CME 1997 Edition J. MSEC, CHAPTER 1341 — ACCESSIBILITY 2003 Edition AUTOMA11C SPRINKLER i REQUIREMENTS A. AN EXISTING NFPA 13 A1lTOMATTC SPRINKLER SYSTEM IS PROVIDED THROUGHOUT THE BUILDNG (IBC 903.3.1.1) TRASH _ EXITING ` . . . A. EXITS I 1. Number Required (I 1004.2.1) 1 2. Number Accessible R uired (IBC 1403.2.13) 1 3. Arrangement (IBC 1 .2.2) — Not Less Than 1 / Overall Diagonal (Sprinklered Building) 4. Travel Distance Maxl ms — Exit Access {IBC 1 4.2.4 = 300' — Common Path of a" IBC 1004.2.5} 100' — Single Exit Build In (IBC 005,2.2) 75' 5. Width to — Stairways (LBCi 3.3.1 = 36" — Corridors (IBC 1 3.2.2 = 36" — Exit Possageway9 C 1 5.3.3) 36" — Exit Doors (IBC 1 5.3.3) = 32" Min Clear Id— 48" Max Nom 6. Dooes EXISTING ' — Swing (IBC 1003.3 .2) Side Hinged Swingg Out At Occupant Load Greater Than 49 — Landings (IBC 1 a0 3.1.5) Width Not Less r Width of Door Length in Dlrecti of Travel Not Less Than 44" r- Thresholds (IBC 1 �.,�.. Max Height = I/ -- 1:2 Beveled Edge If 1/4"-1/2' -- Consecutive Doors IBC 1003.3.1,7) 48 + Door Width Apart — Lock or Latch (19 1003.3.1.8} Operable From ns Without Use of Knowledge or Keys. Manually Operated ush Bolts or Surface Bolts Are Prohibited. — Fire Exit Hardwar IBC 1003.3.1.9) Not Required At itAccess Doors OTHER A. ACCESSIBILITY (MSBC 1 1) 1. Building is Acceasibl B. SAFETY GLAZING (IBC ) 1. Safety Glazing Shall Installed In Hazardous Locations As Specified In IBC 24 2 17"-19" HIGH FOUNTAIN HIGH FOUNTAIN EQUIPMENT LOW FOUNTAIN PERMITTED IN SHADED4- AREA Z Q 130"x48" e PROTECTIVE = C4 CLEAR COATING OR o, ^ SPACE COVER FOR J N E UIPMENT 8" MIN J L 6" MIN. SPOUT HEIGHT AND KNEE CLEARANCE FOUNTAIN DR COOLER KS�DRINKING FOUNTAIN DETAILS & NOTES I W11 SCALE: 3/8" - 1'-0 TOTAL — 9,683 S.F. 00 * = TEMPERED GLASS Z E R O ANODIZEDHOLLOW METAL. ALUMINUM @ W/ 2 COATS OF PAINT DOOR TYPES NOT To SCALE 4'-4" 3'-4" _70 2"10" 3'-0" 2" 2" 3'-0" 2" 2N ■ R I iV cv p iV F1 ANODIZED HOLLOW LAL ALUMINUM / 2 COATS OF PAINT FRAME TYPES �Ieii>[*TlF�eli>�a EXISTING DOOR 'J �. 1 fo �x Ic 34'– Q" 8" 7'i-Vv1j 110 �1 s -17� l t4ye -- V aC'an�- 44'-7" LEASE A'2, 102 1,817 S.F. I� v �nI r HATCH INDICATES - WALL TO ROOF DECK EXISTiN 1 °' DOOR 34'-0" tea, ,,j, �-, �""'moi ��y--K-..-.k,�-�. sy ..•,; --�� f 4 T ark 7I!'�. i " 20 –fi 53'-4* - 107'J10'1tr}Sl'2jej I r' -^ r�•� DOORS t11><'01 �,'' S W' J 0 $ s o- J -'' x v I , F`' TRASH _ ENCLOSURE ` . . . Q I I RM# I I I 4 BASE 1 1 1 —O " I I ! I I kI',� 1d of I EXISTING I H I EXISTING I I EXISTING I P tIm J;V10 . OVERHEAD k� to OVERHEAD OVERHEAD ?i y Ot 00 * = TEMPERED GLASS Z E R O ANODIZEDHOLLOW METAL. ALUMINUM @ W/ 2 COATS OF PAINT DOOR TYPES NOT To SCALE 4'-4" 3'-4" _70 2"10" 3'-0" 2" 2" 3'-0" 2" 2N ■ R I iV cv p iV F1 ANODIZED HOLLOW LAL ALUMINUM / 2 COATS OF PAINT FRAME TYPES �Ieii>[*TlF�eli>�a EXISTING DOOR 'J �. 1 fo �x Ic 34'– Q" 8" 7'i-Vv1j 110 �1 s -17� l t4ye -- V aC'an�- 44'-7" LEASE A'2, 102 1,817 S.F. I� v �nI r HATCH INDICATES - WALL TO ROOF DECK EXISTiN 1 °' DOOR 34'-0" tea, ,,j, �-, �""'moi ��y--K-..-.k,�-�. sy ..•,; --�� f 4 T ark 7I!'�. i " 20 –fi 53'-4* - 107'J10'1tr}Sl'2jej I r' -^ r�•� DOORS t11><'01 �,'' S W' J 0 $ s o- J -'' EXISTING , F`' TRASH r ENCLOSURE ` . . . Q I I RM# I I I 4 BASE 1 l 1 —O " I I ! I I kI',� 1d of I EXISTING I H I EXISTING I I EXISTING I P tIm J;V10 . OVERHEAD k� 1 D3 11 1,833 S.F. OVERHEAD OVERHEAD ?i y Ot I I IYOOR FURR SOUTH WALL i DOOR f DOOR LEASE AREA '1' SLD. CONC. Id— 73 L EXISTING ' -- FOL SEE N TAIN 5/LH1 47'-11 1/2" - SHIPS---LI1)96 I ~ ' • " — 103 = 4'— 4" 4'-6 1/2 1 } LEASE AREA '1' 101 1,935 S.F. C 0( � I 4'-1 1/2", 11'-5 1/2* LEASE AREA $ 4' I 3,363 S.F. 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C 0( � I 4'-1 1/2", 11'-5 1/2* LEASE AREA $ 4' I 3,363 S.F. I co u3 Cc, Kc I 5-1 1 /2" 52'--C 1/2" I C*4 fVEVC 10 LE100 -- EXISTING DOOR 74'-10" NORTH FLOOR PLAN LH1 SCALE: 1/8" = 1'-0" ROOM FINISH SCHEDULE I� SCHEDULE .. +ti 1 I t L ,9 m UJ T B DOOR SIZE 5' 5" RM# DESCRIPTION FLOOR BASE N.WALL EWALL S.WALL W WALL CLa HGHT REMARKS 5£E 5/LH1 111 100 VESTIBULE C.T. C.T. PT GYP PT GYP P7 GYP PT GYP A.C.T. 9'-0" FURR SOUTH WALL 101 LEASE AREA '1' SLD. CONC. --- GYP. GYP. B --- -- --- RATED tO2 3'--0"x7'—O" 102 LEASE AREA '2' SLD. CON C. --- --- GYP. GYP. ---- --- --- 3'-0"x7'—O 1 3/4" 103 LEASE AREA '3' SLD. CONC. --- --- GYP. GYP. GYP. --- --- 4L4" B 104 LEASE AREA '4' SLD. CONC. --- GYP. --- --- GYP. --- ---- B F2 20 105 CORRIDOR VINYL VINYL PT GYP PT GYP PT GYP PT GYP A.C.T. 9'-0" 1 HOUR RATED CORRIDOR 106 WOMENS RESTROOM C.T. C.T. PT GYP PT GYP P7 GYP PT GYP GYP. 9'-0" 4'-0" HIGH C.T. WAINSCOT 107 JANITOR SLD. CONC. --- GYP. GYP. GYP. GYP. --- --- 1098 3'-0"x7'-0 108 MENS RESTROOM C.T. C.T. PT GYP PT GYPfT JGYP PT/GYP GYP. —0 4'-0" HIGH C.T. WAINSCOT 109 HALL V PT/GYPPT GYP A.C.T. 9'—O" 1 3 4" 110 WOMENS RESTROOM C.T. C.T. PT GYP PT GYP PT GYP PT GYP GYP. _470' 4'-0" HIGH C.T. WAINSCOT 111 MENS RESTROOM C.T. C.T, PT GYP PT GYP PT GYP PT CYP GYP, W-00 4'—O" HIGH C.T. WAINSCOT 112 JANITOR SLD. CONC. --- GYP. --- GYP. GYP. I--- --- EXISTING MECH ROOM r- 1 4 EXISTING DOOR 6'-9 1/2" WOMEN RESTROOM 11� MEN RESTROOM 111 amt –JANITOR 112 Fu..— V -. . I� SCHEDULE .. +ti 1 I t L ,9 m UJ T B DOOR SIZE 5' 5" ew I (' r )a �J �] r 'y 0 APPROVED JOB COPY IiEViEWEO FOR ippE COMPLIANCE 110 G1101111111111111111 F r 1 C� Cc d# LL 4nQ F.D1DRINKING---FOUNTAIN E 5£E 5/LH1 111 C 11L 1008 'i09 I 1 r- 1 4 EXISTING DOOR 6'-9 1/2" WOMEN RESTROOM 11� MEN RESTROOM 111 amt –JANITOR 112 Fu..— V -. . — SCHEDULE .. AlATEKSACS �..� m UJ T B DOOR SIZE THICK ew I (' r )a �J �] r 'y FRAME APPROVED JOB COPY IiEViEWEO FOR ippE COMPLIANCE 100A • SUPUECT ra NILD INSPECTION 1 3 4 Signature: F1 DOOR do FRAME SCHEDULE .. DR / DOOR SIZE THICK DOOR FRAME REMARKS 100A 7-0=O x7' —O 1 3 4 A F1 INSULAT€NG GLASS 1008 3'-0 X7'—()* 1 3Z40 A F1 INSULATING GLASS 101 3'—O"x7'-0" 1 3/4*. B F2 20 MINUTE RATED tO2 3'--0"x7'—O" 1 3 4" B F2 20 MINUTE RATED 103 3'-0"x7'—O 1 3/4" B F2 20 MINUTE RATED 104 3'—O"x7'—O 1 4L4" B F2 20 MINUTE RATED 106 3 —0"x7'-0" 1 3/4" B F2 20 MINUTE RATED 107 3'-0"x7'—O 1 3/4" B F2 20 MINUTE RATED 108 3'-0"x7'—O" 1 3Z4" B F2 20 MINUTE RATED 109A 3'—O"x7'—O" 1 3 4" B F2 1098 3'-0"x7'-0 1 3/4" B F2 110 3'–O"x7'–O" 1 3/4' B F2 111 3'-07_r—_O0 1 3 4" 8 F2 112 3'—O"x7'—O" 1 3/4" B F2 L A M P E R T A R C H I T E C T S 13837 NE Lincoln Street Ham Lake, MN 55304 101 Phone: 763.755. t 211 I-ax:763.757.2849 IamperlAlamperi-arCh.car*t ARCHITECT CERTIFICATION: 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. SI ,NATURE LEONARD LAMPERT _.. . PRINT NAMF 13665 LICFNSE NO ()A lE. - Copyrlghl 2003 Leonard Larnport Archilecls, P.A. Drawn By. 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REVISED PRELIM. - _ J iCLOS.ETJ 110'x10' I PRINK , w i � 9�— 1 O.H.❑ } F.D..D. L _ J n Z r: RAI NG— 544 S.Fr, b� r = '0 N J v 0 CL ULJ > 'Co 0 8'-8" HALF HIGH GLASS IN ELECTRICAL F. D'0 DOOR CONDUIT, I VERIFY BAY 'B' r LOCATION 4.017 S.F. D: _ F.D:- ' '� E r BLOCK" DEMISING WALL (TYP) ..I 16' 3.1 — Aw T. MSBC 4715.1120; AN 4444c`+ OIL AND FLAMMABLE LIQUIDS SEPARATOR 106x8 SHALL BE INSTALLED AS REQUIRED HEREIN. Y VERIFY LOCATION, IDENTIFY NTH APPROPRIATE ,.8r 81-0r 8,_aw DRAINS ON PLUMBING PLANS 1 -0" 2'-$" 2'-s' 2'_$r N ELECTRICAL CONDUIT, VERIFY LOCATION 181-040 at L8J_0n -4 2'_ w 21_0w r,- " 2._ w �_g 4r 81`-4" U 45'-4" 2CE�.TRAL MEZZANINE PLAN A2 SCA6 =1 -0 ]OR TO HAVE kNIC HARDWARE / ALARM. 1 4R.+r,w 1'-8 1/2" S" 4` 2-O 2-O 2'-0""21 15' " '-OE' 10'-0" 1-4" -0 4C"O'—on2-7 1/2agaT4.�:1Cir 1 1/ 4yy s dD 11`Lrdlfl I ELEC. ELEC. -_-_ I _4 TRASH = 1MNp�_ 112'x12' }H 10'x12' I A W O:H.D } O.H.D IN DOOR I l ELECTRICAL r = L _ — — M � EL CAL PANEL 4 O.H.D 0 EYE WASH F.D. , - ! 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Co m 11 EAST MEZZANINE PLAN NORTH A2 SCALE: 1/16"=1'-0_ co NOTE; INTERCOM SYSTEM TO BE INSTALLED IN EAST MEZZANINE. BY OTHERS. 8" 0 Q R 0 I m L A M P E R T A R C H I T E C T S 13837 NE Lincoln Street W Ham Lake. MN 55304 101 Phone: 763.755-1211 Fox:763.757.2849 ismper blampert-arch.corn ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PUN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER My DMiIrCT SuPERMSION AND THAT I Ali A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA - SIGN A INNESOTA - SIGNA TV PC CERTIFICATION NO. DATE Kinho 7"72 AM'' GENERAL CONTRACTORS 14198 Norlhd010 @hd Ropes, A!N 53374 Tel: 763-428-SOM Fax: 765-428-800 W PRELIMINARY 02.22.02 2'-9 SUITE 'D' az I 544 S.F. �- 'F.D. REVISED PRELIM. p �R++EF. SINK - , w i � 9�— •F.D MICROWAVE Z SUITE 'D' `�' 544 S.Fr, b� r 18'-5" SUITE 'A' i1 SUITE 'B' 445 S.F. 1} 489 S.F. Co m 11 EAST MEZZANINE PLAN NORTH A2 SCALE: 1/16"=1'-0_ co NOTE; INTERCOM SYSTEM TO BE INSTALLED IN EAST MEZZANINE. BY OTHERS. 8" 0 Q R 0 I m L A M P E R T A R C H I T E C T S 13837 NE Lincoln Street W Ham Lake. MN 55304 101 Phone: 763.755-1211 Fox:763.757.2849 ismper blampert-arch.corn ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PUN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER My DMiIrCT SuPERMSION AND THAT I Ali A DULY LICENSED PROFESSIONAL ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA - SIGN A INNESOTA - SIGNA TV PC CERTIFICATION NO. DATE Kinho 7"72 AM'' GENERAL CONTRACTORS 14198 Norlhd010 @hd Ropes, A!N 53374 Tel: 763-428-SOM Fax: 765-428-800 W Drawn By. TKN Checked By: LL/LML Revisions 02.06.02 PRELIMINARY 02.22.02 REVISED PRELIM z tv 04.23.02 REVISED PRELIM. p 'C Z o N J v 0 CL ULJ > 4� 0 OCL f V Drawn By. TKN Checked By: LL/LML Revisions 02.06.02 PRELIMINARY 02.22.02 REVISED PRELIM 04.22.02 REVISED PRELIM. 04.23.02 REVISED PRELIM. FLOOR PLAN Sheet Number A 2 Project No. 020125-3 Space address 4041 Chelsea Road sq ft 2307 employees Hours business type vacant 4053 Chelsea Road 2257 2 6am-3pm Rice lake Const. m -f office 4059 Chelsea Road 2725 2 6am-3pm Rick Lake Const. m -f office 4065 Chelsea Road Progressive Dev. 1645 2 6am-3:30om m -f office 4071 Chelsea Road Steele's Colision 4093 Chelsea Road 15366 2000 8 7am-5:30PM m -f 2 7:30am-5pm body shop Enterprise m -f office 4087 Chelsea Road Suite 201 642 vacant Suite 202 649 2 6am-3pm office G&M Outdoor Suite 203 689 vacant Suite 204 689 vacant Suite 205 Monson Trucking 630 1 8am-3pm office Suite 206 Monson Trucking 401 Planning Commission Agenda — 02/22/2022 2A. Public Hearine — Consideration of a Conditional Use Permit for a Place of Public Assembly in the B-3, Highway Business District and consideration of a Variance to allow a Conditional Use Permit on a lot 10 acres or less in the B-3, Highway Business District and Consideration of amending City Code Section 5.2(D)(6)(F)(i) for parcel size for Places of Public Assembly. Applicant: Alive! Lutheran Church Prepared by: Northwest Associated Meeting Date: Council Date (pending Consultants (NAC) Commission action): 02/22/2022 02/28/2022 Additional Analysis by: Community Development Director, Chief Building and Zoning Official, Community & Economic Development Coordinator, Project Engineer, Fire Marshal REFERENCE AND BACKGROUND Property: Legal Description: Lot 1, Block 1, Groveland Center PID: 155-141-001010 Planning Case Number: 2022-07 Request(s): 1. Conditional Use Permit for Place of Public Assembly in the B-3 District. 2. Variance from the lot size requirement for Place of Public Assembly in the B-3 District. 3. Amendment to the Zoning Ordinance to allow Places of Public Assembly in the B-3 District on parcels of less than 10 acres by Interim Use Permit, and an IUP for the current applicant at the subject property. Deadline for Decision: April 8, 2022 (60 -day deadline) June 7, 2022 (120 -day deadline) Land Use Designation: Regional Commercial Zoning Designation: B-3, Highway Business Overlays/Environmental Regulations Applicable: Freeway Bonus Sign Overlay District Current Site Uses: Commercial Office and Service 1 Planning Commission Agenda — 02/22/2022 Surrounding Land Uses: North: Interstate 94 East: Highway Commercial Uses South: Vacant and Highway Commercial Uses West: Recreational Vehicle Sales Project Description: Location of a Place of Public Assembly in an existing commercial building located in a B-3 (Highway Business) District. ANALYSIS The applicants currently occupy a building in downtown Monticello on Block 52, which is under consideration for a mixed-use redevelopment project. The City's EDA has acquired the site and building used by the applicants, requiring that the EDA find a reasonable relocation site. The proposed site is vacant office/commercial space in a building at 4071 Chelsea Road, a fully - developed property with a multi -tenant commercial building and parking lot. The applicants are hoping to occupy the facility for a limited period of time, during which they plan to construct a dedicated church facility on land they own elsewhere. Because that project will require time and additional funding, their needs in the shorter term include both worship and office space on an interim basis. They propose to lease the space subject to this application package for that period. Conditional Use Permit Places of Public Assembly are currently allowed in various districts of the city, under the following standards, regardless of location or zoning district: 1. Institutions on parcels exceeding 20,000 square feet in area shall be located with direct frontage on, and access to, a collector or arterial street. 2. The buildings are set back from adjoining residential districts a distance no less than double the adjoining residential setback. 3. When abutting a residential use in a residential use district, the property shall be screened with an aesthetic buffer (Table 4-2, Buffer Type "B") in accordance with Section 4.1(G) of the Ordinance. 4. Adequate off-street parking and access is provided on the site or on lots directly abutting or directly across a public street or alley to the principal use in compliance with Section 4.8 of this ordinance and that such parking is adequately screened and landscaped from surrounding and abutting residential uses in compliance with Section 4.1(F) of the Ordinance. 2 Planning Commission Agenda — 02/22/2022 5. Adequate off-street loading and service entrances are considered and satisfactorily provided. The B-3 District was amended in 2015 to accommodate Places of Public Assembly, but with additional criteria not common to other Districts. The reasons behind the additional criteria were to ensure that the uses in the B-3, mostly clustered around the freeway interchange and major highways, was preserved for commercial uses that relied on the traffic and exposure that those parcels provided. The B-3 district includes the following purpose statement: The purpose of the "B-3" (Highway Business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities. Church development has changed over time to include older models in which churches were commonly embedded in residential areas, as well as larger congregations seeking large buildings and prominent high-visibility/high-access sites. The City developed its regulations specific to the B-3 District to accommodate these larger models. The following criteria were added for consideration when looking at a CUP for a church in the B-3 district: 1. Public Assembly in the B-3 is only allowed on properties of 10 acres in size or more. 2. Public Assembly uses in the B-3 must occupy buildings of at least 20,000 gross square feet of area. 3. Public Assembly uses in the B-3 District shall provide off-street parking areas that are designed to meet their unique traffic patterns and parking accumulation ratios. For the B-3 District, the recommended requirement would be one parking space per 2.5 seats in the main assembly area, based on the building code calculation for maximum occupancy. 4. Public Assembly in the B-3 District will be required to provide a traffic study demonstrating peak traffic periods, and the ability to manage traffic loads without negatively impacting the adjoining public streets. Private and/or public street improvements may be required to ensure no negative impacts. 5. CUP applications for Public Assembly use in the B-3 District will require the identification of the principal use, and those other uses of the subject property that are proposed as accessory uses. All such uses must be allowed in the B-3 District, and may impact other support activities such as parking supply. 3 Planning Commission Agenda — 02/22/2022 The proposal currently before the City reflects a new model - a modest -sized congregation seeking to locate in portions of existing buildings that share commercial orientation, rather than local residential settings. The Alive Church is seeking this CUP as the result of a relocation issue noted previously, moving from its current downtown location due to a pending redevelopment project in which the City is participating. As such, finding a suitable relocation site incorporates the need to meet relocation requirements of the relocated facility, which in this case, includes a site that has some commercial exposure. The proposed site meets the general objective but is insufficient in a few of the dimensional aspects required in the B-3 District, notably the lot site requirement of 10 acres. The subject property is just under 8 acres in total, and a variance is being requested to depart from the 10 -acre standard. Variance In considering variances from the zoning ordinance standards, the City is required to find that a unique condition of the property in question exists which creates a practical difficulty in putting the property to what would otherwise be considered a reasonable use. The conditions may not be created by the owner/applicant, nor may the conditions be solely economic in nature. In this case, the unique aspect relates to two factors: (1) the City's participation in the relocation need, and (2) the character of the location (both existing site and proposed site). Because the City is bound to find a comparable location when relocating tenants due to an economic development project, the commercial nature of the relocation is a key component. Moreover, the church will occupy only a small portion of the existing building, which otherwise constitutes a complete build -out of the existing parcel, and the applicant church was not involved in creating those conditions. To accommodate the unique demands of the City's relocation project, the proposed site (despite its being on a lot smaller than the B-3 requirements), would appear to be a reasonable use of the property. This is particularly so in light of two other factors. The church use of the building would constitute less than 2,000 square feet of a 35,000+ square foot commercial building. Moreover, the church use is planned to be temporary, as the congregation hopes to eventually move to a new facility built on land that they own elsewhere in the region. And finally, the church use is not expected to interfere with the other commercial uses in the building, which are dominated by daytime -weekday uses. 4 Planning Commission Agenda — 02/22/2022 The church itself has a relatively small congregation at Sunday morning services, with limited weekday activities, including occasional office hours and evening small group options. The space they occupy would be, according to building code capacity limitations, be capable of holding up to 55 people in an assembly area of approximately 800 square feet (approximately 1,000 square feet of area in the lease space is devoted to office, mechanicals, hallway, restroom, and other non -assembly use). Thus, even with a funeral event during weekday hours, the parking areas available on the property would consume perhaps 30 vehicles, out of more than 150 spaces on site. Ordinance Amendment. Included with the CUP and Variance requests is consideration of an amendment to the zoning ordinance that would modify the B-3 District standards that are creating the variance issue. There are a number of optional ways to pursue an amendment, if the City wishes to do so. One would be to modify the specific standards of the existing code. Such an amendment would apply to any future user in the B-3 District (by Conditional Use Permit). The changes would need to address both the parcel size and the building size requirements of the ordinance language. A second option would be to add an interim use permit clause to temporary occupancies (such as the one proposed by this applicant), for places of assembly that can't meet the full threshold lot and building size requirements but would seek a location that is only to be utilized pending a move to a more permanent location. Such an IUP would stand in the place of both the CUP and Variance applications, allowing the City to accommodate temporary or "interim" moves, but adhering to the current standards in the B-3 District. It is noted that the current B-3 intent is to provide for auto- or traveler -related commercial uses as its primary purpose. The objective of the 10 -acre standard (and the 20,000 square foot building standard), was to accommodate larger assembly uses that are similar in scope and size to other large-scale commercial uses in the B-3 District. Smaller assembly uses — those more likely to attract congregations from a local (rather than regional) area are better located outside of this district, given its visibility and accessibility to freeway or highway -oriented clientele. The interim use permit is promoted by staff as a method of accommodating the current user's need, but without major overhaul of the standards. In staff's view, an Interim Use 5 Planning Commission Agenda — 02/22/2022 Permit could be pursued as a component of the CUP application, without the need for a variance, and which acknowledges the temporary nature of the proposed occupancy. Staff's recommendations for the IUP provisions are summarized as follows: 1. The applicant for an IUP would enter into a development agreement specifying the duration of the IUP, with a time limitation. 2. The applicant would be able to demonstrate that the interim occupancy would not interfere with other commercial uses of the property, either in the nature of the use, the times of operation, or demand for services, such as parking or other impacts. 3. The IUP would expire upon the end of the specified term, or when the applicant vacates the property, and would not be transferable to another similar Public Assembly use. 4. Changes in scope or nature of the proposed use, operation, or other elements would require amendment to the IUP and the development contract, or a new IUP, depending on the change. 5. No such IUP, subsequent amendment, or reapplication may result in a duration of the subject use for more than ten (10) years of cumulative and continuous occupancy. With these conditions, the City should be able to be confident that the use will be both truly "interim" and be compatible with the other commercial uses in the area. As noted, the purpose of the B-3 District provisions is to capitalize on the nature of the area for commercial development and activity. Avoiding long term uses that are not consistent with this purpose is the essential objective of the regulations. STAFF RECOMMENDED ACTION Planning staff recommends approval of the Zoning Ordinance Amendment creating an Interim Use Permit for Places of Public Assembly on parcels of less than 10 acres in the B-3 District and granting of an Interim Use Permit (as a modification of the original CUP request) for the Alive Church, with the conditions required by the ordinance amendment. As an alternative to the ordinance amendment and IUP, the Commission may wish to approve the Conditional Use Permit and Variance. In either alternative, staff suggests that the Planning Commission act on the variance to the current B-3 regulations, with the understanding that the CUP/IUP and Ordinance Amendment requests will go forward to the City Council at the next Council meeting (February 28). Should the Commission and Council prefer the CUP and Variance option, the ordinance amendment would not be necessary. A recommendation by the Commission should therefore also be provided on the ordinance amendment to allow for this discussion by Council. 0 Planning Commission Agenda — 02/22/2022 Finally, because the ultimate form of this application evolved through the analysis (due to both the discovery of the lot size issue and the form of permit), the original public hearing notice did not include discussion of the variance or the zoning ordinance amendment. The notice was subsequently updated to include all three applications (CUP/IUP, variance, and Amendment). However, due to timing, the required 10 days of publication were not met. As such, staff requests that the Planning Commission refrain from closing the public hearing(s), take action on each of the requests, and then continue the hearings to the City Council as a part of its deliberations on 2/28/22. This will ensure that interested members of the public will have the opportunity to comment on the items while they are still open applications, and before the Council takes final action. The variance aspect of this request is unique in this regard. The Planning Commission, acting as the Board of Adjustments, takes "final" action on the variance portion of the request. However, an appeal opportunity exists, so City Council retains final authority over the issue. By taking action, but keeping the hearing open, the Planning Commission/Board of Adjustments acknowledges that additional public comment may impact the Council's consideration of the item. Variance action notwithstanding, staff's recommendation for the Interim Use Permit proposal would ultimately remove the need for the variance. ALTERNATIVE ACTIONS Decision 1: Consideration of an Amendment to the Zoning Ordinance regulating the requirements for lot and building size for places of public assembly in the B-3, Highway Business District, through an Interim Use Permit. 1. Motion to adopt Resolution No. PC 2022-07 recommending amendment to the Monticello Zoning Ordinance regulating the requirements for lot and building size for places of public assembly in the B-3 (Highway Business District) through an Interim Use Permit, based on findings in said resolution, and to continue the public hearing to the City Council meeting of February 28th, 2022 at 6:30 PM. 2. Motion to deny the adoption of Resolution No. PC 2022-07 recommending amendment to the Monticello Zoning Ordinance regulating the requirements for lot and building size for places of public assembly in the B-3 (Highway Business District) through an Interim Use Permit, based on findings to be made by the Planning Commission, and to continue the public hearing to the City Council meeting of February 28th, 2022 at 6:30 PM. 3. Motion to table action on Resolution No. 2022-07. 7 Planning Commission Agenda — 02/22/2022 Decision 2: Consideration of an Interim Use Permit (or Conditional Use Permit) for a place of public assembly in the B-3, Highway Business District. 1. Motion to adopt Resolution No. PC 2022-08 recommending approval of an Interim Use Permit (or Conditional Use Permit) for a place of public assembly in the B-3 (Highway Business District) based on findings in said resolution and subject to conditions in Exhibit Z, and to continue the public hearing to the City Council meeting of February 281h, 2022 at 6:30 PM. 2. Motion to deny the adoption of Resolution No. PC 2022-08 recommending approval of an Interim Use Permit (or Conditional Use Permit) for a place of public assembly in the B-3 (Highway Business District) based on findings to be made by the Planning Commission, and to continue the public hearing to the City Council meeting of February 28tH 2022 at 6:30 PM. 3. Motion to table action on Resolution No. 2022-08. Decision 3: Consideration of a Variance to the 10 -acre lot size requirement for a place of public assembly in a B-3, Highway Business District. 1. Motion to adopt Resolution No. PC 2022-09 approving a Variance to the 10 -acre lot size requirement for a place of public assembly in a B-3, Highway Business District, based on findings in said resolution, and to continue the public hearing to the City Council meeting of February 28th, 2022 at 6:30 PM. 2. Motion to deny the adoption of Resolution No. PC 2022-09 approving a Variance to the 10 -acre lot size requirement for a place of public assembly in a B-3, Highway Business District, based on findings to be made by the Planning Commission, and to continue the public hearing to the City Council meeting of February 281h, 2022 at 6:30 PM. 3. Motion to table action on Resolution No. 2022-09. SUPPORTING DATA A. Resolution PC -2022-07 —Ordinance Amendment B. Resolution PC -2022-08 — Interim Use Permit C. Resolution PC -2022-09 - Variance D. DRAFT Ordinance No. XXX E. Applicant Narrative F. Site Plans G. Commercial Building Hours of Operation Z. Conditions of Approval W Planning Commission Agenda — 02/22/2022 EXHIBIT Z Conditions of Approval Alive! Lutheran Church, Place of Public Assembly Lot 1, Block 1 Groveland Center 1. The applicant enters into a development agreement specifying the duration of the IUP, with a time limitation. Staff and applicant suggest an initial term of four (4) years. 2. The applicant continues to demonstrate that the interim occupancy will not interfere with other commercial uses of the property, either in the nature of the use, the times of operation, or demand for services, such as parking or other impacts. 3. The IUP shall expire upon the end of the specified term, or when the applicant vacates the property (whichever is sooner), and shall not be transferable to another similar Public Assembly use. 4. Changes in scope or nature of the proposed use, operation, or other elements shall require amendment to the IUP and the development contract, or a new IUP, depending on the change. 5. Any additional recommendations of other Staff or Planning Commission. D City Council Agenda: 02/28/2022 3113. Public Hearing - Consideration of adopting Resolution 2022-20 for vacation of a drainage and utility easement as legally described for Monticello Business Center 6th Addition, to be platted as the Twin Pines First Addition Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 2/28/2022 ❑ Consent Agenda Item ® Public Hearing Item Reviewed by: Approved by: Project Engineer, City Clerk City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-20 for vacation of a drainage and utility easement as legally described for the plat of Monticello Business Center 6t" Addition, contingent on: • The recording of Twin Pines First Addition final plat with all drainage and utility easements shown per the recommendation of the City Engineer, including the expanded drainage and utility easement along the easterly lot line as detailed in the City Engineer's comment letter of February 23, 2022. • Execution of required encroachment agreements for those encroachments within the platted drainage and utility easements as required by the City Engineer. Verification and execution of a cross -easement for stormwater purposes between all properties within Lot 1, Block 1, Monticello Business Center 5t" Addition, Lot 1, Block 1, Monticello Business Center 6t" Addition and Lot 1, Block 1, Twin Pines First Addition. REFERENCE AND BACKGROUND Kent Kjellberg, representative of Kjellberg, Inc, fee title owner of Outlot A of Monticello Business Center 6t" Addition, petitioned that the City Council vacate the drainage and utility easement which exists over all of Outlot A, Monticello Business Center 6t" Addition. Outlot A was platted in its entirety with a drainage and utility easement to facilitate the necessary easements for public watermain alignment, stormwater management and plat perimeter easements at such time that a plat for development of the outlot came forward. At this time, Outlot A is proposed to be replatted as the Twin Pines First Addition and rezoned to planned unit development to accommodate a multi -family use. The City Council previously approved the preliminary plat and development stage PUD for Twin Pines. City Council Agenda: 02/28/2022 The City Engineer's office and Community Development Department have reviewed the proposed final plat to verify that all required public easements for drainage and utility purposes are in place. The revised final plat submitted reflects the required 12' perimeter drainage and utility easements. The revised final plat also re-establishes the drainage and utility easements over the lot to be platted as Outlot A Twin Pines First Addition. This drainage and utility easement provides for necessary stormwater drainage through the parking area within the proposed Outlot A through the proposed Lot 1, Block 1. The required drainage and utility easement for the public watermain is also in place on the final plat. The City Engineer's office has also requested that an additional easement width be provided along the easterly lot line as related to the existing sanitary sewer service. As a condition of approval, the petitioner/developer is further required to verify that a cross - easement is in place for stormwater purposes for the stormwater system within this plat and serving the adjacent two commercial properties. A stormwater maintenance agreement will also be required as a condition of plat approval. City Council called for the hearing on January 24, 2022. The required publication and mailed notice to affected property owners and utility providers was provided. Budget Impact: None. The application fee and deposit cover the costs for publication, mailing and review. II. Staff Workload Impact: Workload impact is expected at approximately 5-6 hours for review and recommendation on the vacation requests. III. Comprehensive Plan Impact: The Monticello 2040 plan guides the Twin Pines area as Commercial -Residential Flex. The proposed development plan is therefore consistent with the 2040 Plan. STAFF RECOMMENDED ACTION City staff recommends adoption of the resolution vacating the easement, contingent on the conditions as provided in the motion and resolution. SUPPORTING DATA A. Resolution 2022-20 B. Petition for Vacation C. Vacation Legal Description D. Proposed Final Plat of Twin Pines Addition E. City Engineer's Comment Letter, February 23, 2022 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-20 RESOLUTION VACATING A DRAINAGE AND UTILITY EASEMENT AS LEGALLY DESCRIBED FOR MONTICELLO BUSINESS CENTER 6T" ADDITION, TO BE PLATTED AS THE TWIN PINES FIRST ADDITION WHEREAS, pursuant to Minnesota Statutes Section 412.851, after two (2) weeks' published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affected by the proposed vacation, the Monticello City Council has conducted a hearing to consider the vacation of the public easement legally described in the attached Exhibit "A"; and WHEREAS, following the hearing and consideration of the proposed vacation, the Council has determined that it is in the public interest to vacate the drainage and utility easement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello: 1. The drainage and utility easement legally described in the attached Exhibit A is hereby vacated contingent on: a. The recording of Twin Pines First Addition final plat with all drainage and utility easements shown per the recommendation of the City Engineer, including a drainage and utility easement over the area to be platted as Outlot A and the expanded drainage and utility easement along the easterly lot line as detailed in the City Engineer's comment letter of Feb. 22, 2022. b. Execution of required encroachment agreements for those encroachments within the platted drainage and utility easements as required by the City Engineer. c. Verification and execution of a cross -easement for stormwater purposes between all properties within Lot 1, Block 1, Monticello Business Center 5th Addition, Lot 1, Block 1, Monticello Business Center 6th Addition and Lot 1, Block 1, Twin Pines First Addition. 2. The City Clerk is directed to file a certified copy of this resolution with the County Auditor and County Recorder. ADOPTED this 28th day of February, 2022, by the City Council of the City of Monticello. ATTEST: Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk EXHIBIT "A" Legal Description of Easement Vacation All the drainage and utility easement as legally described as: OUTLOT A, MONTICELLO BUSINESS CENTER 6T" ADDITION, WRIGHT COUNTY, MONTICELLO, MN January 7, 2022 TO: City Clerk City of Monticello To Whom it may Concern: KENT KJELLBERG % KJELLBERG'S MANAGEMENT, fee title property owner of Address Unassigned, School Boulevard, Monticello, MN 55362 (Wright County PID Number 155221000010), petition on behalf of Twin Pines Apartments, LLC for the vacation of the Drainage and Utility Easement over all of OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDTION, according to the recorded plat thereof, Wright County, Minnesota. Legal description: OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION, according to the recorded plat thereof, Wright County, Minnesota. Thank You, Property Owner's Signature OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION, Wright County, Minnesota DESCRIPTION OF EASEMENT TO BE VACATED All of the Drainage and Utility Easement over OUTLOT A as dedicated by the plat of MONTICELLO BUSINESS CENTER SIXTH ADDITION, according to the recorded plat thereof, Wright County, Minnesota. A�l 50 25 0 25 50 100 NONNI SCALE IN FEET SCALE: 1 INCH = 50 FEET Basis of Bearings: The Southeasterly line of OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION is assumed to bear South 160 10' 37" East. 0 Denotes a Found Iron Monument (Type as shown on plat) O Denotes a 1/2 inch by 14 inch Rebar Marked "RLS 44565" VICINITY MAP ,AN SEC. 14 - T121 - R25 NOT TO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 12 12 04 ---- --- -----J L----�---- NOT TO SCALE Being 12 feet in width when adjoining lot lines, unless otherwise indicated, as shown on the plat. J J L J J C TWIN PINES FIRST ADDITION v / ' t 1 \ / / ^ V' Mn'� ; S0.00 A) O rye, p/ \\ Iv - (0 ^7 1 1 1 / \ 1 O ► 1 I e\\I \t (0 r CO O Q i IL k -Z Z i,'i s O M O Z O I 4 O o V C./ 441 4 O n� / 1 t� �Ar i � Y Fo Iro, 1d I/ I//e9ib�epe W,thch CaP L- \ r, _r� r CB,S jr�2� 9.1 _ IF R-1 0.1 F 4--6, 1 0.00 F P0 ,17O, S pp hd o/2Ppeh ZZ8 Or 4q 1 i Ma�ho,eFalls VO In O1 / Mons F �top 1 or ge meet Fond //\� / o I / co —Drainage and Utility �� MotWitnes Easement over all of n ^ ent s 4 / s V ^ 417 / 1 r 1 KNOW ALL PERSONS BY THESE PRESENTS: That Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION, Wright County, Minnesota. Has caused the same to be surveyed and platted as TWIN PINES FIRST ADDITION and does hereby dedicate to the public, for public use, the drainage and utility easements created by this plat. In witness whereof said Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, has caused these presents to be signed by its proper officer this day of 20 Kjellbergs Business Center L.L.C. (Signature) (Printed Name) (Title) STATE OF COUNTY OF This instrument was acknowledged before me this day of 20, by the of Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, on behalf of the corporation. My Commission Expires: Notary Public, Signature Notary Public Notary Printed Name County, SURVEYORS CERTIFICATE I Rory L. S sntelien do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this Notary Public, Signature Notary Public day of Notary Printed Name County MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of TWIN PINES FIRST ADDITION. Planning Commission, City of Monticello, Minnesota By. Chairperson , 20 by Rory L. Synstelien, Land Surveyor, Minnesota Licence No. 44565. My Commission Expires: 20 the Planning Commission of the City of Monticello, Minnesota did hereby approve this plat of CITY COUNCIL, MONTICELLO, STATE OF MINNESOTA This plat of TWIN PINES FIRST ADDITIONwas approved by the City Council of the City of Monticello, Minnesota at a regular meeting held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By. Mayor By Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfers entered this day of , 20 By Wright County Auditor/Treasurer WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of 20 at o'clock M. and was duly filed in Cabinet No. Sleeve as Document Number Wright County Recorder CA07RO OAO�(_P�) t ^ i V / � \ � I n� / 1 t� �Ar i � Y Fo Iro, 1d I/ I//e9ib�epe W,thch CaP L- \ r, _r� r CB,S jr�2� 9.1 _ IF R-1 0.1 F 4--6, 1 0.00 F P0 ,17O, S pp hd o/2Ppeh ZZ8 Or 4q 1 i Ma�ho,eFalls VO In O1 / Mons F �top 1 or ge meet Fond //\� / o I / co —Drainage and Utility �� MotWitnes Easement over all of n ^ ent s 4 / s V ^ 417 / 1 r 1 KNOW ALL PERSONS BY THESE PRESENTS: That Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION, Wright County, Minnesota. Has caused the same to be surveyed and platted as TWIN PINES FIRST ADDITION and does hereby dedicate to the public, for public use, the drainage and utility easements created by this plat. In witness whereof said Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, has caused these presents to be signed by its proper officer this day of 20 Kjellbergs Business Center L.L.C. (Signature) (Printed Name) (Title) STATE OF COUNTY OF This instrument was acknowledged before me this day of 20, by the of Kjellbergs Business Center L.L.C., a Minnesota limited liability corporation, on behalf of the corporation. My Commission Expires: Notary Public, Signature Notary Public Notary Printed Name County, SURVEYORS CERTIFICATE I Rory L. S sntelien do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this Notary Public, Signature Notary Public day of Notary Printed Name County MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of TWIN PINES FIRST ADDITION. Planning Commission, City of Monticello, Minnesota By. Chairperson , 20 by Rory L. Synstelien, Land Surveyor, Minnesota Licence No. 44565. My Commission Expires: 20 the Planning Commission of the City of Monticello, Minnesota did hereby approve this plat of CITY COUNCIL, MONTICELLO, STATE OF MINNESOTA This plat of TWIN PINES FIRST ADDITIONwas approved by the City Council of the City of Monticello, Minnesota at a regular meeting held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By. Mayor By Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subdivision 9, taxes payable in the year on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfers entered this day of , 20 By Wright County Auditor/Treasurer WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of 20 at o'clock M. and was duly filed in Cabinet No. Sleeve as Document Number Wright County Recorder CA07RO OAO�(_P�) 2 0 U 0 z W M 0 00 M a LO LO z W 0 EL a W z z 0 0 LU Z) LU Z) z LU Q Q z LU X 0 wsb February 22, 2022 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Kjellberg Twin Pines Apartments Development Stage PUD, Preliminary and Final Plat Plan Review City Project No. 2019-027 WSB Project No. R-014468-000 Dear Mr. Leonard: We have reviewed the Kjellberg Twin Pines Final Plat submittal dated February 2, 2022, that included preliminary civil site/grading plans and stormwater management plan as prepared by Civil Site Group. The 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. 2. Monticello Business Center 71h 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 61" 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. 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. Applicant noted receipt of these comments in their response dated January 22, 2020. 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 sanitary sewer main. K:\014468-000\Admin\Docs\2022-02-08 Submittal (Final Plat)\_2022-02-22 Twin Pines Apts Prelim Plat - WSB Engineering Review.docx Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 2 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, 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. 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 phasing of storm sewer removal and installation so that it does not impact drainage to existing buildings and parking area. Site & Paving Plan (C2.0) 11. The applicant should consider creating a separate drive aisle to the proposed apartment buildin, ' 1 , , , rennr' 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 E y alnnn Sr.hnnl Rhyl 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. 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. 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. Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 3 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. 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. Utility Plan (C4.0) 29. 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. 30. 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 current building code. In -progress, the City staff will provide response under separate cover. 31. 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, applicant stated the contractor will provide this at the time of building permit submittal. 32. 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. Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 4 33. 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. 34. Note the location of the post indicator valve (PIV). Complete, applicant stated that a combined service is proposed and a PIV cannot be installed. 35. 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. 36. Identify fire hydrant locations, currently plan states existing hydrants will be salvaged and reinstalled but plan does not show the new locations. Complete. 37. Where sanitary or storm sewer crosses the watermain, note "Maintain 18 -Inch Separation, 4" Rigid Insulation" at each location. Complete. 38. The sewer service and storm sewer pipe crossing appear to be in conflict. Review all conflict points and adjust grades as necessary. Complete. 39. 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. 40. 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. 41. Confirm that the 8 -inch sanitary sewer size is adequate per Ten State Standards. Complete, applicant stated conformance with mechanical design and plans. 42. Note the pipe material types and strength designation for sanitary sewer pipes (i.e. PVC SDR 35). Complete. 43. 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. Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 5 Civil Details Plans (C5.0, C5.1) 44. 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. 45. Provide a detail for the proposed retaining walls and safety fence. Complete. SWPPP (SW1.0 - SW1.5) 46. 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, applicant stated this will be the responsibility of the contactor. 47. Either add a note or clarify the legend that the perimeter control shall be comprised of silt fence. Complete. 48. Show the location of the stabilized construction entrance. Complete. 49. Add BMP such as silt fence or bio -roll at the bottom perimeter of the infiltration basin. Complete. 50. Show the hatching on the plan view for the erosion control blanket locations. Complete. 51. 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. 52. 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. 53. 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 the infiltration basin. Include the stabilizing cover type and update estimated quantities for the project. 54. 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. 55. 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. 56. 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). Traffic & Access 57. 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 Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 6 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 58. 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. Complete. 59. 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. 60. Provide information on proposed storm sewer and discharge to the infiltration basin Rip Rap and owel elevation SANITARY SEWER AND STORM SEWER PLAN 61. Pretreatment for runoff to infiltration basin is required. Provide pre-treatment device at curb cut before entering the infiltration basin. Complete. 62. 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. 63. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event including the trench drain design. Complete. Water Quality and Volume Reduction: 64. Applicant is required to infiltrate 1.1" over the net new impervious Required Infiltration Amount 10,665 cf Proposed Infiltration Amount 10,941 cf area. Complete. 65. 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 Kjellberg Twin Pines Apartments — WSB Engineering Review February 22, 2022 Page 7 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: 66. 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 utilizing the regional pond for overall rate control, therefore alternate ponding fees for the site are applicable. Complete. Freeboard: 67. The EOF of 958.33 provides the required freeboard of at least 2ft to the building low opening of 960.33. Complete. 68. The FIFE of 971.00 and low opening elevation of 960.33 are more than the required 2 feet above the HWL of 957.70. Complete. Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 763-287-8532 if you have any questions or comments regarding the engineering review. Sincerely, WSB ;� L James L. Stremel, P.E. Senior Project Manager City Council Agenda: 02/28/2022 3C. Consideration of adopting Resolution 2022-21 approving vacation of a temporary easement as legally described for Deephaven 2 Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 2/28/2022 ❑ Consent Agenda Item ® Public Hearing Reviewed by: Approved by: Project Engineer, City Clerk /_N IfQ L11:410111*11LSD: Motion to adopt Resolution 2022-21 approving vacation of a temporary easement as legally described for the plat of Deephaven 2, contingent on recording of the plat of Deephaven 3 and establishment of a permanent easement along Lot 1, Block 1, Deephaven and Lot 1, Block 1, Deephaven 3. REFERENCE AND BACKGROUND Deephaven LLC and Valley View Townhomes, LLC, developers of the Deephaven project, have requested that the City Council consider the vacation of a temporary easement which exists over all of Outlot A, Deephaven 2. Outlot A of Deephaven 2 is currently zoned B-4 and is intended to support commercial uses. Consistent with the approval of the original Deephaven plat and The Points at Cedar SAP, a trail is required to connect between the pond trail in the residential area with the plaza located in the northwest corner of the commercial area of Deephaven. To provide flexibility in determining the final alignment, the "blanket" easement was developed as a temporary easement over the entire outlot and continued forward from the first plat of Deephaven to the plat of Deephaven 2. The developers applied for preliminary and final plat for four commercial lots within Outlot A of Deephaven 2, to be platted as Deephaven 3. The temporary easement is proposed to be vacated in favor of a trail easement for final alignment to the plaza, to be considered with the final plat decision. An approximately 30' wide easement will be required to be dedicated as Permanent Easement running on the west side of Lot 1, Block 1, Deephaven northward, then westward along the private access drive to Cedar Street on Lot 1, Block 1, Deephaven 3. The balance of the proposed plat would be released from the easement. A draft easement was prepared and provided to the developer. The developer provided the required legal description and exhibit for the document. City Council Agenda: 02/28/2022 The permanent easement satisfies the required pathway connection from the Deephaven multi -family area to the plaza located at the corner of Cedar Street and Chelsea Road. City Council called for the hearing on January 24, 2022. The required publication and mailed notice to affected property owners was provided. Budget Impact: None. The application fee and deposit cover the costs for publication, mailing and review. II. Staff Workload Impact: Workload impact is expected at approximately 5-6 hours for review and recommendation on the vacation requests. III. Comprehensive Plan Impact: The Monticello 2040 plan guides the Deephaven area as Commercial -Residential Flex. The original plat of Deephaven contemplates a mix of residential and commercial uses, with supporting park and pathway facilities consistent with the plan. The Small Area Plan for The Pointes further supports the trail connection between the ponding area and plaza at the northwest site corner. STAFF RECOMMENDED ACTION City staff recommends adoption of the resolution for vacation of the temporary easement in favor of the permanent easement. SUPPORTING DATA A. Resolution 2022-21 B. Petition for Vacation C. DRAFT Permanent Trail Easement D. Proposed Plat of Deephaven 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-21 RESOLUTION VACATING A TEMPORARY EASEMENT FOR PUBLIC PATHWAY OR TRAIL PURPOSES OVER OUTLOT A, DEEPHAVEN 2 WHEREAS, pursuant to Minnesota Statutes Section 412.851, after two (2) weeks' published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affected by the proposed vacation, the Monticello City Council has conducted a hearing to consider the vacation of the public easement legally described in the attached Exhibit "A"; and WHEREAS, following the hearing and consideration of the proposed vacation, the Council has determined that it is in the public interest to vacate the temporary easement that was established for public pathway or trail purposes. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello: 1. The public pathway or trail easement legally described in the attached Exhibit A is hereby vacated contingent on: a. Recording of the plat of Deephaven 3; and b. Establishment of permanent pathway easement along Lot 1, Block 1, Deephaven and Lot 1, Block 1, Deephaven 3. 2. The City Clerk is directed to file a certified copy of this resolution with the County Auditor and County Recorder. ADOPTED this 281h day of February, 2022, by the City Council of the City of Monticello. ATTEST: Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk EXHIBIT "A" Legal Description of Easement Vacation All of the temporary easement for public pathway or trail as legally described as: OUTLOT A, DEEPHAVEN 2 January 20, 2022 TO: City Clerk City of Monticello To Whom it may Concern: Deephaven Development LLC, a Minnesota limited liability company, and Valley View Townhomes, LLP, a Minnesota limited liability partnership, as tenants in common and fee title property owner of XXXX Chelsea Road, petition on behalf of said Deephaven Development LLC, and Valley View Townhomes, LLP for the vacation of the blanket trail easement across Outlot A of the plat Deephaven 2. Legal description: Outlot A, DEEPHAVEN 2, according to the recorded plat thereof, Wright County, Minnesota. Thank You, Property Owner's Si Scanned with CamScanner (Reserved for recording) GRANT OF PERMANENT EASEMENT DEEPHAVEN DEVELOPMENT LLC, a Minnesota limited liability company and VALLEY VIEW TOWNHOMES, LLP, a Minnesota limited liability partnership, "Grantor", in consideration of One and No/100 Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF MONTICELLO, a municipal corporation organized under the laws of the State of Minnesota, Grantee, hereinafter referred to as the "City", its successors and assigns, a permanent easement for public pathway or trail purposes over, on, across, under and through the land situated in the County of Wright, State of Minnesota, as legally described on the attached Exhibit "A" and depicted on the attached Exhibit `B". INCLUDING the rights of the City, its contractors, agents, employees, and assigns, to enter upon the permanent easement premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said public pathway or trail over, across, on, under, and through the permanent easement premises, together with the right to grade, level, fill, drain, and excavate the permanent easement premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public pathway or trail. 173176 The above named Grantor, for itself, its successors and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee title of the above described easement premises; that it has the sole right to grant and convey the easements to the City; that there are no unrecorded interests in the easement premises; and that it will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantor hereto has signed this document this day of , 2022. The remaining portion of this page intentionally left blank 173176 GRANTOR: Deephaven Development LLC Mark Buchholz, Its President Valley View Townhomes, LLP RM STATE OF NORTH DAKOTA ) ) ss. COUNTY OF CASS ) Dale Buchholz, Its Partner The foregoing instrument was acknowledged before me this day of 2022, by Mark Buchholz, the President of Deephaven Development, LLC, a Minnesota limited liability company, on behalf of the limited liability company. Notary Public STATE OF NORTH DAKOTA ) ) ss. COUNTY OF CASS ) The foregoing instrument was acknowledged before me this day of 2022, by Dale Buchholz, the Partner of Valley View Townhomes, LLP, a Minnesota limited liability partnership, on behalf of the limited liability partnership. Notary Public 173176 DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 173176 EXHIBIT "A" TO GRANT OF PERMANENT EASEMENT Legal Description for Public Pathway or Trail A 30.00 foot wide perpetual easement for public pathway or trail purposes over and across part of Lot 1, Block 1, DEEPHAVEN, and over and across part of Lot 1, Block 1, DEEPHAVEN 3, all in Wright County, Minnesota, described as follows: That part of said Lot 1, Block 1, DEEPHAVEN lying westerly of a line distant 30.00 feet easterly of, as measured at a right angle to and parallel with the west line of said Lot 1, Block 1, DEEPHAVEN, and lying southerly of a curve concave to the south having a radius of 43.00 feet. Said west line of Lot 1, Block 1, DEEPHAVEN, and a curve distant 14.00 feet southerly of, as measured on a line radial to and being concentric with the north boundary of said Lot 1, Block 1, DEEPHAVEN 3, are tangent to said 43.00 foot radius curve. Together with that part of South 30.00 feet of the North 40.00 feet of said Lot 1, Block 1, DEEPHAVEN 3, together with that part of said Lot 1, Block 1, DEEPHAVEN 3, lying northeasterly of a curve concave to the southwest having a radius of 13.00 feet. The west line of said Lot 1, Block 1, DEEPHAVEN, and a curve distant 44.00 feet southerly of, as measured on a line radial to and being concentric with the north boundary of said Lot 1, Block 1, DEEPHAVEN 3, are tangent to said 43.00 foot radius curve. Excepting therefrom that part of said Lot 1, Block 1, DEEPHAVEN, and that part of said Lot 1, Block 1, DEEPHAVEN 3, lying northeasterly of a curve concave to the southwest having a radius of 43.00 feet. The east line of the West 30.00 feet of said Lot 1, Block 1, DEEPHAVEN, and a curve distant 44.00 feet southerly of, as measured on a line radial to and being concentric with the north boundary of said Lot 1, Block 1, DEEPHAVEN 3, are tangent to said 43.00 foot radius curve. 173176 k, / Narz h boundary or the South 30.GC feet of Me NarEb 44.00 feet of Lot 1, Rtock 1, DEEPHAVEN 3 South boundary of the West line of Noah 44.00 feet of wt 1, Blick I Lot 1. IlLack 1, mvpiAVEN I DEEPHAVEN 3 East Me of Lot 1, Block 1 --- 4 , EXHIBIT "B" TO GRANT OF PERMANENT EASEMENT North boundary Or 2 of LcA 1. block 1, DEEPHAVEN 3 ra ma. -1 O&RIUM *I�LE N FEET East tine of the West 30.00 f Eet of Lot 1, Block It DEEPRAVEN Traft/Pathway West I / ... - 5 ITre Of EasemenL Area Lx 1. mock I, Q'L-C-CK LZ1' I EXHIBIT DRAWING Tral[JPathway Easement West aw amm"Nob, E&X*r or %rtecf MMw,6ta UxwbW In Sxtbn 14, TowflOv 121 Kwth. Range 25 West WW= K -D"- Na, BIJCHC2103F 173176 DEEPHAVEN WeSt EIFV,- Of Lot 1 Block I, DEEPRAVEN South line of Lot 1 Mock 1, DEEPHAVEN --- 8 Tj_ East tine of the West 30.00 f Eet of Lot 1, Block It DEEPRAVEN Traft/Pathway West I / ... - 5 ITre Of EasemenL Area Lx 1. mock I, Q'L-C-CK LZ1' I EXHIBIT DRAWING Tral[JPathway Easement West aw amm"Nob, E&X*r or %rtecf MMw,6ta UxwbW In Sxtbn 14, TowflOv 121 Kwth. Range 25 West WW= K -D"- Na, BIJCHC2103F 173176 DEEPHAVEN WeSt EIFV,- Of Lot 1 Block I, DEEPRAVEN South line of Lot 1 Mock 1, DEEPHAVEN MORTGAGE HOLDER CONSENT TO EASEMENT Bank Forward, a North Dakota corporation, which holds a mortgage on all or part of the property more particularly described in the foregoing Grant of Easement, which mortgage is dated December 11, 2019, and recorded December 12, 2019, as Document No. A1413543 with the office of the County Recorder/Registrar for Wright County, Minnesota, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consent, and is subject to the foregoing Grant of Easement. Bank Forward By: Its: By: Its: STATE OF NORTH DAKOTA ) ( ss. COUNTY OF CASS ) The foregoing instrument was acknowledged before me this 2022, by and and North Dakota corporation, on behalf of said corporation. Notary Public 173176 [print name] [print name] day of , , respectively the of Bank Forward, a KNOW ALL PERSONS BY THESE PRESENTS: That Deephaven Development, LLC, a Minnesota limited liability company, and that Valley View Townhomes, LLP, a Minnesota limited liability partnership, as tenants in common and fee owners of the following described property situated in the City of Monticello, County of Wright, State of Minnesota to wit: Outlot A, DEEPHAVEN 2, according to the recorded plat thereof, Wright County, Minnesota. Have caused the same to be surveyed and platted as DEEPHAVEN 3 and do hereby dedicate to the public for public use forever the drainage and utility easements as created by this plat. In witness whereof said Deephaven Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 Signed: Deephaven Development, LLC Mark Buchholz, President STATE OF _ COUNTY OF This instrument was acknowledged before me this day of , 20 by Mark Buchholz, President of Deephaven Development, LLC, a Minnesota limited liability company, on behalf of the company. (Notary Signature) Notary Public, My commission expires (Notary Printed Name) County, Minnesota In witness whereof said Valley View Townhomes, LLP, a Minnesota limited liability partnership, has caused these presents to be signed by its proper officer this day of , 20 Signed: Valley View Townhomes, LLP Dale Buchholz, Managing Partner STATE OF _ COUNTY OF This instrument was acknowledged before me this day of 20 by Dale Buchholz, Managing Partner of Valley View Townhomes, LLP, a Minnesota limited liability partnership, on behalf of the partnership. (Notary Signature) Notary Public, My commission expires KRAMER LEAS DELEO SURVEYING • ENGINEERING • PLANNING BRAINERD ST. CLOUD (Notary Printed Name) County, Minnesota DEEPHAVEN 3 SURVEYOR'S CERTIFICATION I Samuel J. DeLeo do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Samuel J. DeLeo, Licensed Land Surveyor Minnesota License Number 40341 STATE OF MINNESOTA COUNTY OF STEARNS The foregoing Surveyor's Certification was acknowledged before me this day of , 20 by Samuel J. DeLeo, Licensed Land Surveyor, Minnesota License Number 40341. Sidney Theis Notary Public Stearns County, Minnesota My commission expires January 31, 2022 CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of r� the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of DEEPHAVEN 2. By: , Chairperson By: , Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of DEEPHAVEN 2 was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By: , Mayor By: , City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021 Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the Office of the County Recorder for record on this day of , 20 , at o'clock . M., and was duly recorded in Cabinet No. , Sleeve , as Document No. Wright County Recorder 2/21/2022 Sheet No. 1 of 2 Sheets DEEPHAVEN 3 0= 18°19, tt ' - - -North Quarter corner of Sec. 14, Twp. 121, Rng. 25 / (Cast Iron Monument) / I I / ,i• I .t... 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CLOUD Project Location NO SCALE Sheet No. 2 of 2 Sheets I � �•� •���'• '� THE DRAINAGE AND UTILITY EASEMENTS TO I I BE DEDICATED AS PART OF THIS PLAT ARE I I N SHOWN AS THUS UNLESS OTHERWISE NOTED: I ------------------------- 66 REAR LOT LINE LEGEND OF PROPERTY BOUNDARY SYMBOLS I _ O IRON PIPE WITH CAP STAMPED "DELEO 40341" TO BESET I I6 6I • FOUND IRON MONUMENT I SIDE LOT South Quarter corner of Q GOVERNMENT SECTION CORNER MONUMENT 0 60 120 LINE I I Sec. 14, Twp. 121, Rng. 25 ; THE NORTH -SOUTH QUARTER SECTION LINE OF J66 — — —ry / /2022 I (Cast Iron Monument) - -- Note: SEC. 14, TWP. 121, RNG. 25 SCALE IN FEET T • The underlying property defined by this plat of DEEPHAVEN 2 is subject to a blanket temporary easement for or trail document number 1432430. IS ASSUMED TO BEAR NORTH 00'00'32" WEST ROAD R/W DRAFT public pathway purposes per 1 INCH — 60 FEET DIMENSIONS ARE IN FEET Project Location NO SCALE Sheet No. 2 of 2 Sheets