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City Council Agenda Packet 06-27-2022AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 27, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center SPECIAL MEETING — CITY COUNCIL Monticello Community Center 5:15 p.m. CLOSED Meeting: Discussion on purchase of property (PID 155-011- 000010) Authorized by Minnesota Statute 13D.05, Subd. 3 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 • Regular Meeting Minutes from June 13, 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 • City Updates • July 4th Holiday Hours • Reserve Firefighter Recruitment • Election Judges • MCC Updates o YMCA Partnership for Sundays o Esports League Registration F. Council Liaison Updates • EDA • CMRP • 1-94 Coalition G. Department Updates • Parks, Arts & Recreation 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 2022-68 accepting donation of $4,100 from various donors for the Farmers Market Power of Produce Kids Club, $500 from the VFW for the pollinator garden, and $700 from AJ Holden Painting, Inc. for Movie in the Park E. Consideration of adopting Resolution 2022-69 accepting donations for Walk & Roll Consideration of adopting Resolution 2022-70 appointing Absentee Ballot Board judges for the August 9, 2022 Primary Election and November 8, 2022 General election G. Consideration of approving an on -sale liquor license for The Liquor Lounge located at 124 West Broadway. Applicant: Angela Krautbauer H. Consideration approving an assignment of the Featherstone 6t" Addition Development Contract to Novak Fleck, Inc. Consideration of approving a request for a Development Stage Planned Unit Development for Headwaters West Apartments, a proposed 102 -unit multi- family (senior -restricted) development in the R-3, Medium Density Residential District. Applicant: Headwaters Development, LLC Consideration of approving an agreement with Xcel Energy for the relocation of utilities associated with the Block 52 redevelopment for $37,993 K. Consideration of approving the purchase of a 2022 For F350 Super duty with hoist and contractors' box for a not to exceed amount of $67,000 L. Consideration of endorsing Duffy Development's re -submittal of a Low -Income Housing Tax Credit (LIHTC) application to MHFA in connection with a propose 59 - unit affordable housing development located at 7t" Street and Elm Street and desired TIF assistance 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING (Continued from 5/23/22): Consideration of adopting Resolution 2022-64 authorizing the establishment of Redevelopment Tax Increment Financing (TIF) District No. 1-45 within the Central Monticello Redevelopment Project No. 1 and the adoption of the Tax Increment Financing Plan relating thereto B. PUBLIC HEARING: Consideration of adopting Resolution 2022-72 authorizing a Minnesota Investment Fund (MIF) grant application submittal to MN -DEED in the amount of $220,000 in support of WiHa Tools new facility development proposal 4. Regular Agenda A. Consideration of approving a Development Stage Planned Unit Development and Preliminary Plat for Haven Ridge, for replat of Haven Ridge 2nd Addition, a proposed 59 -unit single family residential development in an R-1 (Single -Family Residence) District. Applicant: Haven Ridge, LLC S. Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 13, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Bill Fair, and Sam Murdoff Absent: Jim Davidson and Charlotte Gabler 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 Fair moved to approve the agenda. Councilmember Murdoff seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from May 23, 2022 • Regular Meeting Minutes from May 23, 2022 Councilmember Murdoff moved to approve both sets of minutes. Councilmember Fair seconded the motion. Motion carried unanimously. D. Citizen Comments Kelly LaFrance-Dahlof requested that the City Council consider assisting with paying for a leak she had in her water service at her property at 5240 Starling Drive. She mentioned that the leak was near her curb stop which is located within her driveway where most of her neighbors don't have a curb stop located in her driveway. The driveway repair added additional costs for the repair of the water service. The City Council asked several questions and mentioned that curb stops for water services are in the driveway for quite a few properties throughout the City. Mayor Hilgart noted that to help with the improvements there would need to be a change to the ordinance. Staff will review the ordinance. E. Public Service Announcements The following updates were provided: • City Updates o Music on the Mississippi o Farmers Market • MCC Updates o Kids Lifting o Summer Swimming Lessons City Council Minutes: June 13, 2022 Page 1 1 6 o Summer esports league Council Liaison Uodates. • Planning Commission —Angela Schumann gave an update of Planning Commission meeting held June 7, 2022. The meeting included Headwaters West Apartments Development Stage PUD, Haven Ridge 2nd Addition, Storage Box PUD Amendment, and TIF 1-46 Comprehensive Plan consistency. • EDA — Mayor Hilgart noted that the EDA approved modification to TIF District 1-22, 1-42, and 1-43, approved development agreement for Block 52, approved application for low-income housing tax credit for Duffy Development, and approved amendment to WSB contract. • IEDC — Councilmember Fair gave an update on the IEDC meeting held June 7, 2022. The IEDC discussed the Integrated Marketing and Communication Plan and reports from WCEDP and Chamber. • PARC—Tom Pawelk, Park & Recreation Director, gave an update. He noted that they discussed the needs assessment with the school district and the Monticello Community Center policy document. • BCOL—Tom Pawelk noted that they discussed the programming for the summer. In addition, he noted the pavement project that will be taking place this summer. G. Department Updates • Finance Department Annual Update —Sarah Rathlisberger, Finance Department, presented an annual update on City finance activities taking place in City. • 2021 Annual Comprehensive Financial Report — Bonnie Schwieger, Audit Manager — Abdo, presented the City's 2021 audit. There were no findings and no instances of noncompliance. She expressed the good work of the Finance Department completed throughout the year leading to a clean well prepared audit. 2. Consent Agenda: Councilmember Murdoff moved approval of the Consent Agenda. Councilmember Fair 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 $1,120,397.08. B. Consideration of approving new hires and departures for City departments. Action taken: Approved hires for Fire Department and MCC and departures for MCC. C. Consideration of approving the sale/disposal of surplus city property for the Parks and Recreation Department. Action taken: No report this cycle. City Council Minutes: June 13, 2022 Page 2 1 6 D. Consideration of adopting Resolution 2022-67 accepting donations of $425 from Reinke's Food Truck for general City use, $2,000 from CenterPoint Energy for Automatic External Defibrillators, and $200 from the Monticello Rotary for the pollinator garden. Action taken: Adopted resolution accepting the donations. E. Consideration of approving liquor license renewals for the 2022-2023 license period. Action taken: Approved liquor license renewals. F. Consideration of approving a temporary gambling permit for the Church of St. Henry for their annual festival on August 28, 2022. Action taken: Approved the gambling permit. G. Consideration of approving a two-day temporary liquor license for the Monticello Lions for Riverfest events on July 16 and July 17, 2022. Action taken: Approved the temporary liquor license. H. Consideration of approving a special event permit for Riverfest event July 14-17, 2022. Action taken: Approved the special event permit. I. Consideration of approving special event permit for Brewfest event on August 20, 2022. Action taken: Approved the special event permit. J. Consideration of approving a telework policy as an on-going offering for City staff. Action taken: Approved the telework policy. K. Consideration of authorizing Mayor Hilgart, Councilmember Gabler and the City Administrator to participate in the July 2022 1-94 Coalition lobbying effort in Washington D.0 at an estimated cost of $4,500. Action taken: Approved. L. Consideration of accepting the 2021 Annual Comprehensive Financial Report. Action taken: Accepted 2021 Annual Comprehensive Financial Report. M. Consideration of authorizing restrictive land covenants in Otter Creek Crossing Stn Addition. Action taken: Authorized land covenants in Otter Creek Crossing Stn Addition. N. Consideration of approving a quote from Castrejon Inc. Underground Utilities for FiberNet installation within Stony Brook Village Development for $58,515.50. Action taken: Approved the quote for FiberNet installation in Stony Brook Village Development. O. Consideration of amending authorization for the purchase of two 2023 Volvo Plow Trucks from Nuss Truck & Equipment equipped with a dump body and plow equipment from Bert's Truck and Equipment for an additional $194,112 for a total of $655,881. Action taken: Approved the purchase of two plow trucks for a total of $655,881. P. Consideration of authorizing a community partnership agreement for Monticello Community Center to provide a seasonal membership amenity with final lease terms to be negotiated by the City Administrator. Action taken: Approved the community partnership agreement. City Council Minutes: June 13, 2022 Page 3 1 6 Q. Consideration of authorizing a contract with Design Electric, Inc. for electrical repair at Xcel Ballfields for a cost of $45,765. Action taken: Approved the contract with Design Electric, Inc. 2A. Consideration of items removed from the Consent Agenda for discussion 3. Public Hearings: 4. Regular Agenda: A. Consideration of adopting the Strategic Transition Plan Summary and accompanying appendices resulting from the Community Energy Transition Grant Angela Schumann, Community Development Director, presented an overview of the Strategic Transition Plan Summary (STPS), which is the summary of the various studies and plans completed under the Community Energy Transition Grant. Monticello's looked to develop a guide plan and implementation tools to support sustainable transition from an energy economy and a stable economic future for the community. Main priorities include governance and financial strategy. Well-informed financial planning is essential. It was noted that a Strategic Transition Plan webpage is under construction on the City's website and will be available to the City and will include all of the information to date. There was minimal discussion. Councilmember Murdoff moved to adopt the Strategic Transition Plan Summary and accompanying appendices resulting from the Community Energy Transition Grant, with final clerical and formatting changes to the summary to be made by City staff. Councilmember Fair seconded the motion. Motion carried unanimously. B. Consideration of a contract amendment with WSB for Professional Eneineerine. Park & Open Space Planning, and Landscape Architecture services in the amount of $30,682 Angela Schumann provided and overview of the contract amendment. The original contract with WSB was approved in November 2021. This included: engineering for grading, stormwater, water management, park and open space planning, landscape architecture, plans and specifications, bidding, and construction inspection. The plan was for two phases of construction: mass grading and baseline improvements. The contract amendment components included: a single construction phase that includes mass grading and baseline improvements; additional engagement; continued materials removal from the lake; survey of City -owned property; and legal and exhibits for Dundas. The amendment also included a schedule update. There was minimal discussion. City Council Minutes: June 13, 2022 Page 4 1 6 Councilmember Fair moved to approve the contract amendment for the Pointes at Cedar Professional Engineering, Park & Open Space Planning and Landscape Architecture Services contract with WSB in the amount of $30,682. Councilmember Murdoff seconded the motion. Motion carried unanimously. C. Consideration of authorizing Bolton and Menk, Inc. to provide engineering services for the Downtown Roadway and Pedestrian Improvements Project for a total cost of 5241.250 Matt Leonard, Public Works Director/Engineer, gave a brief overview and noted that the improvements are proposed as a part of the redevelopment project of Block 52. The improvements included Walnut Street Improvements from Broadway Avenue to River Street, intersection improvements at Broadway Avenue and State Highway 25, River Street improvements, and a parking demand study. Request for proposals was posted on the City's website and the League of MN Cities Website. Three bids were received. The anticipated project schedule includes a construction bid date in early 2023 with construction being complete in the fall of 2023. Councilmembers spoke in support of the improvements. Councilmember Fair moved to authorize Bolton and Menk, Inc. to provide engineering services for this project. Councilmember Murdoff seconded the motion. Motion carried unanimously. D. Consideration of authorizing staff to pursue a downtown chalk festival in September 2022 Rachel Leonard, City Administrator, presented the item to authorize staff to pursue a downtown chalk festival in September 2022. The size of the event will be based on the level of solicited donations. There will be a City cost of approximately $5,000 for such items as staff time, rentals, and other coordination responsibilities. Councilmember Fair moved to authorize staff to pursue a downtown chalk festival. Councilmember Fair seconded. Motion carried unanimously. 6. Adjournment: The meeting was adjourned at 8:26 p.m. Recorder: Jennifer Schreiber Approved: City Council Minutes: June 13, 2022 Page 5 1 6 Attest: City Administrator City Council Minutes: June 13, 2022 Page 6 1 6 City Council Agenda: 6/27/2022 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 6/27/2022 ❑ Regular 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 $847,700.08. 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: Julie.Cheney Printed: 06/14/2022 - 11:20AM Batch: 00201.06.2022 - 201.06.2022 US Bank Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 2261240 May 2022 (16,490) transactions 1,770.70 06/15/2022 609-49754-443980 2261240 May 2022 (3) cc machine rental 128.61 06/15/2022 609-49754-424100 Check Total: 1,899.31 UB Apr 2022 8905 - PW Office Vendor: 5415 MII LIFE INSURANCE INC 06/15/2022 101-43127-438200 Check Sequence: 2 ACH Enabled: True 40255506 FSA- Dependent Care 0.01 06/15/2022 101-00000-217200 40258227 FSA- Dependent Care 192.29 06/15/2022 101-00000-217200 Check Total: 192.30 Vendor: 5147 MN PEIP Check Sequence: 3 ACH Enabled: True 1204107 Health Insurance - July 2022 49,345.65 06/15/2022 101-00000-217061 Check Total: 49,345.65 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 4 ACH Enabled: True UB Apr 2022 8631 - Animal Shelter 111.37 06/15/2022 101-42700-438200 UB Apr 2022 5026 - Ellison Park 17.50 06/15/2022 101-45201-438200 UB Apr 2022 8905 - PW Office 17.50 06/15/2022 101-43127-438200 UB Apr 2022 8119 - 303 6th St - Parks Barn 49.59 06/15/2022 101-45201-438200 UB Apr 2022 7224 - WWTP 1,276.04 06/15/2022 602-49480-438200 UB Apr 2022 7256-004 - 130 Brdwy- Stormwtr 26.25 06/15/2022 213-46301-438200 UB Apr 2022 8086 - 4th St. Warming House 17.50 06/15/2022 101-45201-438200 UB Apr 2022 8177 - Library 49.59 06/15/2022 101-45501-438200 UB Apr 2022 8117 - MCC 1,055.94 06/15/2022 226-45126-438200 UB Apr 2022 8622 - Pioneer Park bathroom 17.50 06/15/2022 101-45201-438200 UB Apr 2022 10128 - DMV 50.01 06/15/2022 653-41990-438200 UB Apr 2022 15291 - Commuter Lot- Stormwtr 54.25 06/15/2022 101-43120-438200 UB Apr 2022 7885 - Facilities Maintenance 45.50 06/15/2022 701-00000-438200 UB Apr 2022 15292 - Dwntwn Parking-Strmwtr 26.25 06/15/2022 101-43120-438200 UB Apr 2022 7256-007 - 103 Pine St- EDA 45.50 06/15/2022 213-46301-438200 UB Apr 2022 8903 - PW Shop/Clerical 858.34 06/15/2022 101-43127-438200 AP -Computer Check Proof List by Vendor (06/14/2022 - 11:20 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference UB Apr 2022 8120 - Bldg. Inspec. Garage 49.59 06/15/2022 101-41940-438200 UB Apr 2022 7256-008 - 112 River St. W EDA 45.50 06/15/2022 213-46301-438200 UB Apr 2022 5250 - Bridge Park W 17.50 06/15/2022 101-45201-438200 UB Apr 2022 8904 - PW Vehicle Storage 9.44 06/15/2022 101-43127-438200 UB Apr 2022 5637 - Meadow Oak Dog Park 7.10 06/15/2022 101-45201-438200 UB Apr 2022 7256-003 - MontiArts 349 Broadway W. 45.50 06/15/2022 101-45204-438200 UB Apr 2022 8114 - Hi -Way Liquors 81.66 06/15/2022 609-49754-438200 UB Apr 2022 15640 - 103 Chelsea Rd- Fire 81.57 06/15/2022 101-42200-438200 UB Apr 2022 725 6-00 10 - 101 Broadway W -Apr. use MontiA 45.50 06/15/2022 101-45201-438200 UB Apr 2022 7256-0011 107 Broadway W MontiArts 45.50 06/15/2022 101-45204-438200 UB Apr 2022 7256-00130 - 113 Broadway W -AR 59% 26.85 06/15/2022 101-00000-115030 UB Apr 2022 7256-00130 - 113 Broadway W -EDA 41% 18.65 06/15/2022 213-46301-438200 UB Apr 2022 7256-0014 - 121 Broadway W -EDA 45.50 06/15/2022 213-46301-438200 UB Apr 2022 16726-000- 205 Pine Street 45.50 06/15/2022 101-45201-438200 Check Total: 4,283.99 Vendor: 2282 MRI SOFTWARE Check Sequence: 5 1112333 Reverse Duplicate March Charge -37.00 05/15/2022 101-45201-431990 1112333 Reverse Duplicate March Charge -46.00 05/15/2022 226-45122-431990 1112333 Reverse Duplicate March Charge -69.00 05/15/2022 609-49754-431990 1112333 Reverse Duplicate March Charge -135.00 05/15/2022 101-41410-431990 1126031 April Background Checks (5) 115.00 05/15/2022 101-41410-431990 1126031 April Background Checks (4) 92.00 05/15/2022 226-45122-431990 1126031 April Background Checks (2) 74.00 05/15/2022 101-45201-431990 1153196 May Background Checks (3) 69.00 06/15/2022 101-41410-431990 1153196 May Background Checks (2) 46.00 06/15/2022 653-41990-431990 1153196 May Background Checks (1) 23.00 06/15/2022 226-45122-431990 Check Total: 132.00 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 6 06/06/2022 Adobe - refund sales tax -44.24 06/15/2022 101-45201-443300 06/06/2022 Runnings - (6) hyr. peroxide - gnat control 7.74 06/15/2022 101-45201-421990 06/06/2022 Runnings - #136 - light plug 9.99 06/15/2022 101-43120-422110 06/06/2022 Distiller Pro - annual subscription 5/8/22-5/8/23 10.00 06/15/2022 609-49754-443300 06/06/2022 Auto Value - # 13 8 - (2) mounting bracket 12.98 06/15/2022 101-43120-422100 06/06/2022 Home Depot - (4) 60# concrete mix 13.08 06/15/2022 101-43120-422600 06/06/2022 Auto Value - #138 - light plug 13.99 06/15/2022 101-43120-422100 06/06/2022 Amazon - (2) painters tape 15.76 06/15/2022 226-45122-421990 06/06/2022 Runnings - 16 oz. heavy cement 15.99 06/15/2022 101-45201-421990 06/06/2022 Speedway - Command 11 (4.548) gal. unleaded ( 18.51 06/15/2022 101-42200-421200 06/06/2022 Home Depot - 1000w stem mount photo control 18.98 06/15/2022 101-43120-421990 ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (06/14/2022 - 11:20 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2022 Runnings - (3) duct tape; (5) adapter 19.53 06/15/2022 101-45201-421990 06/06/2022 Runnings - (2) 16 oz. motor tuneup; bulk bin 20.15 06/15/2022 101-45201-421990 06/06/2022 Runnings - (2) putty knife 21.98 06/15/2022 101-43120-421990 06/06/2022 Runnings - (3) 20 lb. 10-10-10 fertilizer 26.97 06/15/2022 101-45201-422500 06/06/2022 Runnings - (6) 24-pk water 27.54 06/15/2022 101-43120-421990 06/06/2022 Runnings - (6) 24-pk water - Streets 27.54 06/15/2022 101-43120-421990 06/06/2022 Runnings - drill bit; halogen 60w; door kickdovv 28.38 06/15/2022 701-00000-421990 06/06/2022 Amazon - (2 )movies for Movie in Park 34.80 06/15/2022 226-45127-421990 06/06/2022 Fastenal - (16) u-blt pipe 38.08 06/15/2022 101-45201-422990 06/06/2022 Auto Value - #113 - back up alarm 39.99 06/15/2022 101-43120-422110 06/06/2022 Auto Value - #138 - (2) LED stop & tail; (2) groi 42.95 06/15/2022 101-43120-422110 06/06/2022 Runnings - (12) engine oil 45.42 06/15/2022 101-43120-421990 06/06/2022 Home Depot - pvc cement; 32 oz. purple primer; 48.60 06/15/2022 101-45201-421990 06/06/2022 Auto Value - #241 - trans. filter; (5) qt. 5w-50 oil 50.29 06/15/2022 101-45201-421990 06/06/2022 Dan & Jerry's - (7) asst. perinnials 80.14 06/15/2022 101-45201-440900 06/06/2022 Runnings - (12) 5.2 oz. engine oil; (12) 2.6 oz. ei 81.00 06/15/2022 101-45201-421990 06/06/2022 Speedway - E 12 (17.085) gal. diesel @ $5.469 93.44 06/15/2022 101-42200-421200 06/06/2022 Home Depot - (2) rebuild kits for shower valves 105.28 06/15/2022 701-00000-421990 06/06/2022 DSG - (2) curb box repair lid w/ set screws 106.15 06/15/2022 601-49440-422990 06/06/2022 Home Depot - (6) 40 x 10'3/4 schedule; IOpk. P 106.72 06/15/2022 101-45201-421990 06/06/2022 Auto Value - #113 - switch -dimmer 135.99 06/15/2022 101-43120-422110 06/06/2022 Red Wing Shoes - boots 2022 J.J. 150.00 06/15/2022 101-43120-421990 06/06/2022 Cub Foods - resale - lemons/limes 151.39 06/15/2022 609-49750-425500 06/06/2022 Fastenal - (2) Portaband bld.; (28) flagging tape; 182.91 06/15/2022 101-45201-422990 06/06/2022 Marties Farm - 50# grass seed 215.00 06/15/2022 101-45201-422500 06/06/2022 PQL - 240.97 06/15/2022 101-43160-421990 06/06/2022 Amazon - (10) set of 2 aquatic dumbbells 249.90 06/15/2022 226-45127-421720 06/06/2022 Complete Auto Srvc- 2003 Ford -repair electrica 250.00 06/15/2022 101-43120-440500 06/06/2022 Auto Value - #113 - fuel pump module assembly 265.99 06/15/2022 101-43120-422110 06/06/2022 DSG - 120' pvc pipe; (2) spears cplg.; etc. 345.66 06/15/2022 101-45201-421990 06/06/2022 Cintas - mat srvc. - 4117763985; 84673; 09024- 394.56 06/15/2022 701-00000-431990 06/06/2022 Pro Graphics - pop up 10' x 10' canopy w/ wheel 850.00 06/15/2022 226-45127-421750 06/06/2022 Arctic Glacier - resale ice- #3454212303; 34542 1,227.76 06/15/2022 609-49750-425500 06/06/2022 Adobe -State Arts Grant - images for marketing. 29.99 06/15/2022 101-45204-431990 06/06/2022 AT & T- FirstNet - May 22 mobile unlimited car 76.46 06/15/2022 101-42200-432100 06/06/2022 Ausco - (6) apparel embrodery 130.00 06/15/2022 226-45126-431990 06/06/2022 Runnings - boots 2022- B.A. 1/2 Water 75.00 06/15/2022 601-49440-421990 06/06/2022 Runnings - boots 2022- B.A. 1/2 Sewer 75.00 06/15/2022 602-49490-421990 06/06/2022 Runnings - error in refund. Pd. by check 5/23/22 150.00 06/15/2022 101-00000-115030 06/06/2022 Costco - PW celebration lunch 186.14 06/15/2022 101-43110-443990 06/06/2022 Dan & Jerry's - assorted annuals - Adopt -a -Park 247.44 06/15/2022 101-45201-440900 06/06/2022 Dan & Jerry's - (19) hang. baskets; perennials- A 386.41 06/15/2022 101-45201-440900 06/06/2022 EPCRA Program - (4) MN Haz. Material Incidei 408.60 06/15/2022 601-49440-443700 AP -Computer Check Proof List by Vendor (06/14/2022 - 11:20 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2022 Monti Printing - Name Plate 15.74 06/15/2022 101-41310-421990 06/06/2022 Republic - Shredding Service (CH) 32.57 06/15/2022 101-41310-431990 06/06/2022 Republic - Shredding Service (DMV) 32.57 06/15/2022 653-41990-431990 06/06/2022 TrainHRLearning - Webinar New W4 195.00 06/15/2022 101-41800-433100 06/06/2022 Verizon - March 21 - April 20 115.03 06/15/2022 101-43115-432100 06/06/2022 Verizon - March 21 - April 20 80.02 06/15/2022 701-00000-432100 06/06/2022 Verizon - March 21 - April 20 145.04 06/15/2022 101-42200-432100 06/06/2022 Verizon - March 21 - April 20 672.67 06/15/2022 101-45201-432100 06/06/2022 Verizon - March 21 - April 20 275.07 06/15/2022 101-43120-432100 06/06/2022 Verizon - March 21 - April 20 97.53 06/15/2022 601-49440-432100 06/06/2022 Verizon - March 21 - April 20 97.52 06/15/2022 602-49490-432100 06/06/2022 Walmart - Food for Training on 5/11/22 69.16 06/15/2022 101-41800-443990 06/06/2022 Waste Mgmt - April 2022 156.75 06/15/2022 101-45201-438400 06/06/2022 Waste Mgmt - April 2022 25.06 06/15/2022 609-49754-438400 06/06/2022 Waste Mgmt - April 2022 219.30 06/15/2022 226-45122-438400 06/06/2022 Waste Mgmt - April 2022 35.80 06/15/2022 101-43127-438400 06/06/2022 Waste Mgmt - April 2022 119.05 06/15/2022 602-49480-438400 06/06/2022 Waste Mgmt - April 2022 12.53 06/15/2022 101-45501-431990 06/06/2022 Waste Mgmt - April 2022 - Recycling 20,313.03 06/15/2022 101-43230-438400 06/06/2022 Waste Mgmt - April 2022 - GFEE 4,366.20 06/15/2022 101-00000-208120 06/06/2022 Waste Mgmt - April 2022 - GFEE 44,895.86 06/15/2022 101-43230-438400 06/06/2022 Monti Chamber - April Lunch (ML) 15.00 06/15/2022 101-43115-443990 06/06/2022 4 Imprint - PAR Magnets for Walk & Roll & Riv 369.02 06/15/2022 101-45201-421990 06/06/2022 48 Hour Print - PAR Banner to be used at City E 79.51 06/15/2022 226-45123-421990 06/06/2022 48 Hour Print - Banners for Meeting Rooms 730.39 06/15/2022 226-45122-421990 06/06/2022 48 Hour Print - Banners for Meeting Rooms 210.54 06/15/2022 101-45175-421990 06/06/2022 48 Hour Print - Banners for Meeting Rooms 105.27 06/15/2022 101-42800-443990 06/06/2022 Amazon - Calculator Ribbons (12 pk) 11.99 06/15/2022 653-41990-421990 06/06/2022 Amazon - Pencil Cup (6 pk) 14.99 06/15/2022 653-41990-421990 06/06/2022 Amazon - 8 Port Switch - Liquor Store Camera 1 119.99 06/15/2022 702-00000-421990 06/06/2022 Amazon - Coding Labels, Desk Pad Calendar 32.44 06/15/2022 101-41310-421990 06/06/2022 Amazon - Coffee (80 ct) 43.80 06/15/2022 101-41310-421990 06/06/2022 AST Sports - New Hire Shirts (2) 40.97 06/15/2022 101-41800-443990 06/06/2022 Carlsen Coaching - Leadership Develop Progran 1,300.00 06/15/2022 101-45201-433100 06/06/2022 Carlsen Coaching - Leadership Develop Progran 1,300.00 06/15/2022 101-43120-433100 06/06/2022 Carlsen Coaching - Leadership Develop Progran 650.00 06/15/2022 601-49440-433100 06/06/2022 Carlsen Coaching - Leadership Develop Progran 650.00 06/15/2022 602-49490-433100 06/06/2022 Cintas -#4116349000,4117020809, 4118384669, 366.57 06/15/2022 701-00000-431990 06/06/2022 Cintas -#4117763949,4119108921,4119108940, 320.46 06/15/2022 701-00000-431990 06/06/2022 Dacotah Paper - Cleaning Supplies 1,350.05 06/15/2022 701-00000-421990 06/06/2022 Dacotah Paper - Paper Plates, Cups, Plastic Kniv 253.70 06/15/2022 226-45125-421990 06/06/2022 Dacotah Paper - Cleaning Supplies 1,202.10 06/15/2022 701-00000-421990 06/06/2022 Domino's Pizza - Food for Special EDA Meeting 53.56 06/15/2022 213-46301-443990 AP -Computer Check Proof List by Vendor (06/14/2022 - 11:20 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2022 Home Depot - Tape Measures (2) 51.88 06/15/2022 101-42400-421990 06/06/2022 Home Depot - Padlock for Fire Station Generato 15.28 06/15/2022 701-00000-421990 06/06/2022 Home Depot - Caulk Gun & Clear Caulk 22.95 06/15/2022 701-00000-421990 06/06/2022 Home Depot - 60W Light Bulbs (4 pk) 5.90 06/15/2022 701-00000-421990 06/06/2022 Home Depot - Batteries, Bug Killer, Flashlight 82.65 06/15/2022 701-00000-421990 06/06/2022 Innovative - Staples, Paper 14.96 06/15/2022 653-41990-421990 06/06/2022 Jimmy Johns - Food for Special Planning Comm 91.82 06/15/2022 101-41910-443990 06/06/2022 Jimmy Johns - Food for Leadership Training 178.00 06/15/2022 101-41800-443990 06/06/2022 Jimmy Johns - Food for Special City Council MF 106.04 06/15/2022 101-41110-443990 06/06/2022 League MN Cities - Annual Conference Registra 449.00 06/15/2022 101-41310-433100 06/06/2022 Monti Chamber - May Lunch (HF) 15.00 06/15/2022 101-41310-443990 06/06/2022 Monti Chamber - April Lunch (RL) 15.00 06/15/2022 101-41310-443990 06/06/2022 Monti Chamber - April Lunch (JT) 15.00 06/15/2022 213-46301-443990 06/06/2022 Monti Chamber - April Lunch (AS) 15.00 06/15/2022 101-41910-443990 06/06/2022 Runnings -2pk. ratchet straps for new mower 34.99 06/15/2022 101-43120-421990 06/06/2022 McMaster -Carr- (10) check valve for harsh chen 36.35 06/15/2022 601-49440-421990 06/06/2022 Speedway - Command 11 (15.393) gal. unleaded 62.63 06/15/2022 101-42200-421200 06/06/2022 Home Depot -6 x 100' woven landscape fabric 79.98 06/15/2022 652-49881-421990 06/06/2022 Fastenal - (600) cable tie pkg. 83.94 06/15/2022 601-49440-422701 06/06/2022 Runnings - 2" ball valve; 2' gals. nipple 85.08 06/15/2022 101-43120-422100 06/06/2022 Amazon - (2) ink cart. combo pack- Epson 115.90 06/15/2022 101-43110-421990 06/06/2022 Runnings - boots 2022- B.C. 1/2 Sewer 75.00 06/15/2022 602-49490-421990 06/06/2022 Runnings - boots 2022- B.C. 1/2 Water 75.00 06/15/2022 601-49440-421990 06/06/2022 Magid Glove - calibration gas for gas monitor 208.30 06/15/2022 602-49490-421990 06/06/2022 Runnings - 2.490 Hillman Bulk Bin 2.49 06/15/2022 101-45201-421990 06/06/2022 Home Depot - (5) 1.5 CU mulch 10.74 06/15/2022 101-45201-421990 06/06/2022 Marties Farm - gypsum 10.99 06/15/2022 101-45201-422500 06/06/2022 SpyPoint - June 2022 trail camera subscription 15.00 06/15/2022 101-45201-443300 06/06/2022 Monti Napa - (2) Napa Gold Oil fit; (3) non-chlc 18.71 06/15/2022 101-45201-421990 06/06/2022 Auto Value - fuel filter #WF10176 19.58 06/15/2022 101-45201-421990 06/06/2022 Mills Fleet Farm - (5.210) gal. non-oxy @ $4.89 25.52 06/15/2022 101-42200-421200 06/06/2022 USPS - express mail 26.95 06/15/2022 101-45201-432200 06/06/2022 Aldi - Farewall Brunch N. McCaffeey 34.10 06/15/2022 101-45201-443990 06/06/2022 Home Depot - 100pk. zinc. screws; (2) storage c. 34.33 06/15/2022 101-45201-421990 06/06/2022 Auto Value -(3) RV blade 35.97 06/15/2022 101-45201-421990 06/06/2022 Runnings - (3) hose end; hose repair - female 37.86 06/15/2022 101-45201-421990 06/06/2022 Walmart - PARC breakfast served 39.00 06/15/2022 226-45122-443990 06/06/2022 USPS - priority mail 46.00 06/15/2022 101-42200-432200 06/06/2022 Monti Vacuum Center - brushroll; pkg. belts 47.00 06/15/2022 101-45204-421990 06/06/2022 Dan & Jerry's - (6) 6pk wave petunia - Cedar St. 47.95 06/15/2022 101-45201-422500 06/06/2022 Walmart - PW Appreciation lunch 48.21 06/15/2022 101-43110-443990 06/06/2022 Home Depot - IOpk. clamp; pvc ball valve; (4) b 49.04 06/15/2022 101-45201-421990 06/06/2022 Nighthawk Security - June 2022 security - Park 1 49.95 06/15/2022 701-00000-431990 AP -Computer Check Proof List by Vendor (06/14/2022 - 11:20 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2022 Auto Value - Toro 5910 - (2) air filter 52.10 06/15/2022 101-45201-421990 06/06/2022 Home Depot - (16) 60 lb. concrete mix 52.32 06/15/2022 101-45201-421990 06/06/2022 Amazon - megaphone 56.99 06/15/2022 226-45127-421990 06/06/2022 Jimmy Johns - Food for budget meeting 63.20 06/15/2022 101-45201-443990 06/06/2022 Auto Value -(2) 15w40; sanding respirator; (20)1 78.77 06/15/2022 101-45201-421990 06/06/2022 Runnings - (4) 20 lb. propane tanks 79.96 06/15/2022 101-43120-421990 06/06/2022 Auto Value - van - battery 126.99 06/15/2022 226-45126-421990 06/06/2022 Amazon - 4-square/pickleball net 149.99 06/15/2022 226-45127-421990 06/06/2022 Cintas - mat srvc. -4119764483; 4120456693- H 259.36 06/15/2022 701-00000-431990 06/06/2022 Fastenal - (8) 1 5/8sh 12G 10'gal; (3) little grabb 879.70 06/15/2022 101-45201-421990 06/06/2022 WHCE - June 2022 security monitoring various 308.87 06/15/2022 701-00000-431900 06/06/2022 WHCE - 4/1-5/1/22 (976) kWh Sunset Ponds 137.05 06/15/2022 602-49490-438100 06/06/2022 WHCE - General Street Lighting 1,460.87 06/15/2022 101-43160-438100 06/06/2022 USPS - postage for flouride sample 5.10 06/15/2022 601-49440-432200 06/06/2022 Runnings - (6) Hillman bulk bin; 8.98 06/15/2022 101-43120-421990 06/06/2022 Amazon -25pk. sunscreen packets 19.95 06/15/2022 101-43110-421990 06/06/2022 Home Depot - (2) 100/bag uv black mounting pa 44.72 06/15/2022 101-43120-422100 06/06/2022 Cub Foods - resale - lemons/limes 107.88 06/15/2022 609-49750-425500 06/06/2022 Arco Gasoline- (27.216 ) gal. unleaded @ $4.29' 117.00 06/15/2022 101-43120-421200 06/06/2022 Runnings - booster cable 100% copper; booster c 129.98 06/15/2022 101-43120-421990 06/06/2022 DSG - (6) curb box repair lid w/ set screws 318.45 06/15/2022 601-49440-422990 06/06/2022 Amazon -Coffee, Laminating Pouches, Tissues, ] 299.62 06/15/2022 101-41310-421990 06/06/2022 Amazon - Stackable Desk Trays 24.99 06/15/2022 101-41310-421990 06/06/2022 Amazon - 1 Case 11x17 Paper 96.06 06/15/2022 101-41310-421990 06/06/2022 Amazon - Paper Plates, 46.78 06/15/2022 101-41310-421990 06/06/2022 Dacotah Paper - Cleaning Supplies 781.71 06/15/2022 701-00000-421990 06/06/2022 Dacotah Paper - Kleenex 59.58 06/15/2022 226-45125-421990 06/06/2022 Domino's Pizza - Food for Special City Council. 53.56 06/15/2022 101-41110-443990 06/06/2022 Home Depot - 20 Amp Duplex Outlet 2.93 06/15/2022 701-00000-421990 06/06/2022 Innovative - Steno Notebooks, Legal Pads 75.57 06/15/2022 101-41310-421990 06/06/2022 Innovative - Tape, Highlighters, Paper 138.34 06/15/2022 101-41310-421990 06/06/2022 MN Dept Labor - License Fee (BF) 50.00 06/15/2022 101-42400-443700 06/06/2022 Print Elect - Voting Booths (8) 1,388.64 06/15/2022 101-41410-421990 06/06/2022 Runnings - 15ft Utility Hose 7.99 06/15/2022 701-00000-421990 06/06/2022 Election Source - Privacy Screens w/Storage Bo: 484.75 06/15/2022 101-41410-421990 06/06/2022 Walmart Checks - Deposit Slips (100) 29.65 06/15/2022 653-41990-421990 06/06/2022 Home Depot - (4) 1.5 CU mulch 8.00 06/15/2022 101-45201-421990 06/06/2022 Home Depot -hinge; pin hinge 10.73 06/15/2022 101-45201-421990 06/06/2022 Amazon -netting for outside fence 20.99 06/15/2022 226-45127-421990 06/06/2022 Amazon -netting for skate park 23.98 06/15/2022 226-45127-421990 06/06/2022 Runnings - gal. foam concentrate 29.99 06/15/2022 101-45201-421990 06/06/2022 Auto Value -5 gal. purple cleaner 38.99 06/15/2022 602-49490-421990 06/06/2022 Safeguard Security - June 2022 security monitor: 44.95 06/15/2022 701-00000-431990 AP -Computer Check Proof List by Vendor (06/14/2022 - 11:20 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2022 Amazon -valve for drinking fountain 62.66 06/15/2022 701-00000-421990 06/06/2022 Dan & Jerry's - (8) perennials- Adopt -a -Park 63.34 06/15/2022 101-45201-440900 06/06/2022 Mills Fleet Farm - (15.094) gal.diesel @ $5.499 83.00 06/15/2022 101-42200-421200 06/06/2022 Van Hanson Snacks - resale - concession 102.90 06/15/2022 226-45125-425410 06/06/2022 Walmart - (30) pool noodles 103.20 06/15/2022 226-45127-421990 06/06/2022 Mills Fleet Farm -boot 2022 - T.B. 144.00 06/15/2022 101-43120-421990 06/06/2022 Amazon - (3) wind screen for skate park 164.97 06/15/2022 226-45127-421990 06/06/2022 Amazon - (2) 8' folding table 309.98 06/15/2022 226-45126-421990 06/06/2022 SWANK - licensing for Movie in the Park - Enu 465.00 06/15/2022 226-45127-431990 06/06/2022 Sprint Aquatics - resale - Pro Shop goggles; caps 2,219.30 06/15/2022 226-45125-425411 06/06/2022 Home Depot - 16pk alfa-lok squares 9.68 06/15/2022 101-43120-422100 06/06/2022 Amazon - resale - protein bars 41.91 06/15/2022 226-45125-425410 06/06/2022 Auto Value - #155 - double flare tool 25.99 06/15/2022 101-45201-421990 06/06/2022 Auto Value - #155 -1/4 E -Z bend brake; (3) fittin 65.02 06/15/2022 101-45201-421990 06/06/2022 CWP - sweeper- quick coupler; hydr. hose; psi 113.02 06/15/2022 101-43120-422100 06/06/2022 Target - resale - protein bars 116.64 06/15/2022 226-45125-425410 06/06/2022 1stAyd Corp. - (2) dipenser Nitrile gloves; (12)1 121.30 06/15/2022 101-43127-421990 06/06/2022 1 st Ayd Corp. - (2) disenser Nitrile gloves; (2) gc 214.87 06/15/2022 101-43127-421990 06/06/2022 Amazon - (6) 6pc. flag ple rings 137.94 06/15/2022 101-43120-421990 06/06/2022 EATI - (3) LED surface mount blue 241.86 06/15/2022 101-43120-422100 06/06/2022 Force America - solenoid valve; 16 port stand. b( 307.03 06/15/2022 101-43120-422100 06/06/2022 OSC - 500 lbs. dry ice pellets; bin - to clean crac 842.80 06/15/2022 101-43120-422100 06/06/2022 Zep - (2) water wand head; (2) handle 157.29 06/15/2022 101-43120-421990 06/06/2022 Aramark - April 2022 service - Parks Barn 126.18 06/15/2022 701-00000-421990 06/06/2022 Aramark - April 2022 service -Shop towels 208.36 06/15/2022 701-00000-421990 06/06/2022 Aramark - April 2022 uniforms - Parks 263.75 06/15/2022 101-45201-441700 06/06/2022 Aramark - April 2022 uniforms - Sewer 124.50 06/15/2022 602-49490-441700 06/06/2022 Aramark - April 2022 uniforms - Water 124.50 06/15/2022 601-49440-441700 06/06/2022 Aramark - April 2022 uniforms - Streets 230.70 06/15/2022 101-43120-441700 06/06/2022 Grainger - motor run capacitor 12.03 06/15/2022 601-49440-422990 06/06/2022 Carolina Shoes - 2021-22 boots M.S. 1/2 Water 83.21 06/15/2022 601-49440-421990 06/06/2022 Carolina Shoes - 2021-22 boots M.S. 1/2 Sewer 83.21 06/15/2022 602-49490-421990 06/06/2022 Chatters - ZZZNEP-IMPLEM - Xcel quarterly R 39.63 06/15/2022 101-42500-443990 06/06/2022 Speedway - Command 11 (10.139) gal. unleaded 43.28 06/15/2022 101-42200-421200 06/06/2022 Dan & Jerry's - (3) 4pk annual 28.78 06/15/2022 101-45201-440900 06/06/2022 Amazon - resale - protein bars 16.34 06/15/2022 226-45125-425410 06/06/2022 Amazon - 4ct. 51oz Folgers coffee- Parks Barn 45.78 06/15/2022 101-45201-421990 06/06/2022 DISH - June 2022 service 77.03 06/15/2022 609-49754-432500 06/06/2022 Amazon -(3) RV blade Trailer wiring harness ph: 103.81 06/15/2022 101-43120-421990 06/06/2022 Dacotah Paper - Cleaning Supplies - Hi -Way Liq 57.94 06/15/2022 701-00000-421990 06/06/2022 Dacotah Paper -doz. Legal pads 68.60 06/15/2022 609-49754-421990 06/06/2022 Banners.com - (2) banners for Walk & Roll 220.86 06/15/2022 101-45201-421990 06/06/2022 Menards - gas grill; (4) pegboard; grill cover; (7) 799.55 06/15/2022 101-45201-421990 AP -Computer Check Proof List by Vendor (06/14/2022 - 11:20 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 06/06/2022 Marties Farm - (6) 50# Custom- for field by shet 1,110.00 06/15/2022 101-43120-421990 06/06/2022 Auto Value - 6 gal. box 1Ow30- change oil all lift 85.99 06/15/2022 602-49490-422990 06/06/2022 Auto Value - (2) engine oil filter 9.98 06/15/2022 101-45201-421990 06/06/2022 Amazon -coffee 21.50 06/15/2022 101-42200-421990 06/06/2022 Home Depot - (2) 2x6 10' #2 - stairs @ skate par 26.94 06/15/2022 226-45126-422990 06/06/2022 Speedway - Command 11 (10.358) gal. unleaded 47.84 06/15/2022 101-42200-421200 06/06/2022 CWP - (4) clamps; fittings 63.89 06/15/2022 101-45201-421990 06/06/2022 Ebay - (2) polo shirt 76.83 06/15/2022 101-45201-421990 06/06/2022 Ebay -- Hydo-Gear mower transaxle 721.76 06/15/2022 101-45201-422990 06/06/2022 Home Depot - (8) 3/4" conduit x10 - flag poles 95.84 06/15/2022 101-43120-421990 06/06/2022 Runnings -waders for cleaning lift stations 139.99 06/15/2022 602-49490-422990 06/06/2022 Home Depot - (2) batteries for Milwaukee tools/ 498.00 06/15/2022 101-42200-421990 06/06/2022 Amazon -coffee pods 23.99 06/15/2022 101-41310-421990 06/06/2022 Runnings -(2) construction adhesive dib 4.58 06/15/2022 602-49490-422990 06/06/2022 Runnings - (2) water heater element 34.34 06/15/2022 101-45201-421990 06/06/2022 Runnings - valve boiler drain; wahers 9.78 06/15/2022 101-45201-421990 06/06/2022 Amazon - Bakery Tissues 52.62 06/15/2022 101-41310-421990 06/06/2022 Amazon - Post It Notes 19.95 06/15/2022 653-41990-421990 06/06/2022 Amazon - Binder Clips 8.99 06/15/2022 653-41990-421990 06/06/2022 Amazon - Calculator Paper Rolls (12 pk) 11.12 06/15/2022 653-41990-421990 06/06/2022 Amazon - Mesh Zipper Pouch (24 pk) 15.99 06/15/2022 101-41310-421990 06/06/2022 DLT Solutions - Civil 3D 2023 Subcription 7,469.82 06/15/2022 101-43115-424100 06/06/2022 Dell - Power Adapter (1), Power Bank Plus (4) 447.96 06/15/2022 702-00000-421990 06/06/2022 Dell - Sales Tax Charged on 4 Power Banks 33.04 06/15/2022 101-00000-115030 06/06/2022 Econ Dev Assoc MN - 2022 Summer Conferenci 370.00 06/15/2022 213-46301-433100 06/06/2022 Grand View Lodge - Lodging for APWA Conferf 170.73 06/15/2022 101-43110-433100 06/06/2022 MinnCorr Industries - Title Paper (4 pks) 140.00 06/15/2022 653-41990-421990 06/06/2022 Microsoft - Monthly E3 Email User Licenses (M 27.74 06/15/2022 702-00000-421990 06/06/2022 Microsoft - Monthly Subscription Changes 4.00 06/15/2022 702-00000-421990 06/06/2022 Monti Printing - ATV Labels (100) 197.96 06/15/2022 101-41310-421990 06/06/2022 Walmart - Safety Bingo & Nat'l Safety Month Pr 91.58 06/15/2022 101-41800-421990 06/06/2022 EATI - LED Clear Dome, Magnet Mount Light 1 559.12 06/15/2022 101-42400-440500 06/06/2022 US Bank Quarterly Rebate -5,647.84 06/15/2022 101-00000-362970 Check Total: 115,281.59 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 7 00012577704 Vanco Gateway Exchange - May 2022 (1/2) 52.84 06/15/2022 601-49440-443980 00012577704 Vanco Gateway Exchange - May 2022 (1/2) 52.84 06/15/2022 602-49490-443980 Check Total: 105.68 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 8 ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (06/14/2022 - 11:20 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference June 22 Liq Store CC Fees (WF -0990) 9,120.47 06/15/2022 609-49754-443980 June 22 WF account interest earnings -217.42 06/15/2022 101-00000-362110 June 22 UB CC Fees (AmEx -8910) 64.67 06/15/2022 601-49440-443980 June 22 CH CC Fees (WF -0999) 224.79 06/15/2022 101-41520-443980 June 22 MCC CC Fees (iAccess FM -1476) 92.26 06/15/2022 226-45127-431992 June 22 UB CC Fees (AmEx -8910) 64.66 06/15/2022 602-49490-443980 June 22 WF account bank charges 1,308.80 06/15/2022 101-41520-443980 June 22 UB CC Fees (Bluefin) 0.00 06/15/2022 602-49490-443980 June 22 UB CC Fees (Bluefin) 0.00 06/15/2022 601-49440-443980 June 22 MCC CC Fees (Daxco- 2887) 1,443.18 06/15/2022 226-45122-443980 June 22 UB CC Fees (Bluefin - 7022) 1,032.30 06/15/2022 601-49440-443980 June 22 UB CC Fees (Bluefin - 7022) 1,032.30 06/15/2022 602-49490-443980 June 22 Global Payments - CivicRec 180.53 06/15/2022 101-45201-443980 June 22 MCC CC Fees (Clover App - Fmrs Mkt) 21.42 06/15/2022 226-45127-431992 Check Total: 14,367.96 Total for Check Run: 185,608.48 Total of Number of Checks: 8 The preceding list of bills payable was reviewed and approved for payment. Date: 6/27/22 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (06/14/2022 - 11:20 AM) Page 9 Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 06/14/2022 - 1:18PM Batch: 00204.06.2022 - 204.06.2022 LIQ Invoice No Description Amount Payment Date Acct Number Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 1 1039597 resale- mix; gift bags; barware 312.44 04/26/2022 609-49750-425400 1039597 resale- condiments 132.00 04/26/2022 609-49750-425500 1039597 metal clip strip 10.76 04/26/2022 609-49754-421990 1039597 freight 31.86 04/26/2022 609-49750-433300 1039722 resale- bottle holders 163.92 04/26/2022 609-49750-425400 1059357 Finance Charge 9.74 04/26/2022 609-49754-443980 1059402 Finance Charge 3.28 04/26/2022 609-49754-443980 1064547 resale- Champagne glasses, Decanter, Cooling C 395.68 04/26/2022 609-49750-425400 1064547 resale- olives, Pickles, 95.25 04/26/2022 609-49750-425500 Check Total: 1,154.93 Total for Check Run: 1,154.93 Total of Number of Checks: 1 The preceding list of bills payable was reviewed and approved for payment. Date: 6/27/22 Approved by: Mayor Lloyd Hilgart Moiiii6effo Y Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (06/14/2022 - 1:18 PM) Page 1 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 06/22/2022 - 1:19PM Batch: 00205.06.2022 - 205.06.2022 AP Invoice No Description Moiiii6effo Y Amount Payment Date Acct Number Reference Vendor: 4847 A & C FARM SERVICE, INC. Check Sequence: 1 ACH Enabled: False CT145835 Kioti Side x Side; beacon kit Hyd. dump & cano 15,985.00 06/28/2022 703-00000-165010 Check Total: 15,985.00 Vendor: 5893 ABDO LLP Check Sequence: 2 ACH Enabled: False 458990 Progress Billing - Audit Services Yr End 12/31/2 8,000.00 06/28/2022 101-41520-430100 Check Total: 8,000.00 Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 3 ACH Enabled: False 59426 June Announcement Insert (3700) 645.70 06/28/2022 101-41310-443990 59426 UB June Invoices (3690) Print, Fold, Stuff, Enve 660.04 06/28/2022 601-49440-431800 59426 UB June Invoices (3690) Print, Fold, Stuff, Enve 660.04 06/28/2022 602-49490-431800 Check Total: 1,965.78 Vendor: 4303 ALDEN POOL & MUNICIPAL SUPPLY CO Check Sequence: 4 ACH Enabled: False 20220292 (6) ejector diaphragm; (5) eject. support diaphral 309.00 06/28/2022 601-49440-422990 Check Total: 309.00 Vendor: 1018 ALLIED BLACKTOP COMPANY Check Sequence: 5 ACH Enabled: False 8106 (150.50) gal. road oil 775.08 06/28/2022 101-43120-422400 Check Total: 775.08 Vendor: 5731 JAMES ALTENDAHL Check Sequence: 6 ACH Enabled: False 6/20/2022 Performace @ Farmers Market 6/30/22 200.00 06/28/2022 226-45127-431990 Check Total: 200.00 Vendor: 5750 ALICIA MAI AMUNDSON Check Sequence: 7 ACH Enabled: False 6/17/2022 Famers Market Token Collection Log - 6/9 & 6/1 39.00 06/28/2022 226-45127-431992 AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 2 Check Total: 39.00 Vendor: 1036 APEC AQUISITIONS INC Check Sequence: 8 ACH Enabled: True 124745 Filters - MasterLink Blue - Various Sizes (45) 1,157.91 06/28/2022 701-00000-421990 Check Total: 1,157.91 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 9 ACH Enabled: False 3540201 resale- wine 83.10 06/28/2022 609-49750-425300 3540202 resale -beer 133.80 06/28/2022 609-49750-425200 3540202 resale- beer n/a 33.85 06/28/2022 609-49750-425400 3540865 resale- wine 332.40 06/28/2022 609-49750-425300 3541292 resale- beer 227.60 06/28/2022 609-49750-425200 Check Total: 810.75 Vendor: 4502 ARVIG Check Sequence: 10 ACH Enabled: True 0002697713-003 Managed IT Services - June 2022 1,218.60 06/28/2022 702-00000-431990 Check Total: 1,218.60 Vendor: 4046 AST SPORTS, INC Check Sequence: 11 ACH Enabled: True 5822 Employee Vest w/Embroidery 48.20 06/28/2022 101-42400-421990 Check Total: 48.20 Vendor: 5984 CHRISTOPHER BARRETT Check Sequence: 12 ACH Enabled: False 6/17/2022 DJ @ Walk & Roll 6/11/22 350.00 06/28/2022 101-41310-444140 Check Total: 350.00 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 13 ACH Enabled: True 2074423 (750.70 ) gal. diesel @ $4.71 3,535.05 06/28/2022 101-43120-421200 2074424 (448.80) gal. unleaded @ $4.12 1,848.83 06/28/2022 101-43120-421200 2079593 (436.20) gal. diesel @ $5.123 2,234.66 06/28/2022 101-43120-421200 2079594 (696.60) gal. unleaded @ $4.395 3,061.56 06/28/2022 101-43120-421200 Check Total: 10,680.10 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 14 ACH Enabled: True 105294200 asst. bags 425.95 06/28/2022 609-49754-421990 105294200 resale- mix 68.85 06/28/2022 609-49750-425400 105294200 freight 2.27 06/28/2022 609-49750-433300 95120200 resale -liquor 2,577.75 06/28/2022 609-49750-425100 AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 95120200 freight 34.65 06/28/2022 609-49750-433300 95120700 resale - liquor credit inv. #95085600 -674.00 06/28/2022 609-49750-425100 95120700 freight credit inv. #95085600 -4.95 06/28/2022 609-49750-433300 95185600 resale- liquor 6,870.90 06/28/2022 609-49750-425100 95185600 resale- wine 148.00 06/28/2022 609-49750-425300 95185600 freight 92.38 06/28/2022 609-49750-433300 95228400 freight 34.65 06/28/2022 609-49750-433300 95228400 resale -liquor 4,073.70 06/28/2022 609-49750-425100 95245600 resale - liquor credit inv. 95045900 -18.67 06/28/2022 609-49750-425100 95245700 resale - liquor credit inv. 94900600 -44.33 06/28/2022 609-49750-425100 95286500 resale -liquor 5,596.62 06/28/2022 609-49750-425100 95286500 resale- wine 128.00 06/28/2022 609-49750-425300 95286500 freight 69.02 06/28/2022 609-49750-433300 95356700 resale -liquor 2,405.45 06/28/2022 609-49750-425100 Check Total: 21,786.24 Vendor: 1067 BERNICK'S Check Sequence: 15 342799 resale - soda pop 24.00 06/28/2022 609-49750-425400 342800 resale - beer 2,779.00 06/28/2022 609-49750-425200 342801 Resale - pop, water, juice, 518.38 06/28/2022 226-45125-425410 345191 resale - beer credit -132.00 06/28/2022 609-49750-425200 345192 resale - beer credit -103.92 06/28/2022 609-49750-425200 345193 resale - soda pop 224.63 06/28/2022 609-49750-425400 345194 resale - beer 2,106.75 06/28/2022 609-49750-425200 I26420 Food for Concession Resale @ MCC 226.50 06/28/2022 226-45125-425410 Check Total: 5,643.34 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 16 0291009 202211 - Industrial Land Use/CET Grant 24,177.50 06/28/2022 213-46301-431993 0291010 202211 - Strategic Transition Plan/CET Grant 11,215.00 06/28/2022 213-46301-431993 Check Total: 35,392.50 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 17 344468399 freight 102.30 06/28/2022 609-49750-433300 344468399 resale- liquor 4,096.00 06/28/2022 609-49750-425100 344468399 resale- wine 492.00 06/28/2022 609-49750-425300 344554043 freight 49.65 06/28/2022 609-49750-433300 344554043 resale - liquor 2,945.05 06/28/2022 609-49750-425100 344554043 resale - wine 465.00 06/28/2022 609-49750-425300 409797104 resale - liquor credit inv. # 344382139 -184.80 06/28/2022 609-49750-425100 ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 409797104 freight credit inv. # 344382139 -1.65 06/28/2022 609-49750-433300 409818463 resale - wine credit inv. # 344468399 -104.00 06/28/2022 609-49750-425300 409818463 freight credit inv. # 344468399 -1.65 06/28/2022 609-49750-433300 Check Total: 7,857.90 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 18 ACH Enabled: True 2348-000OG 238 202224 - Scooters Coffee - May 2022 64.00 06/28/2022 101-00000-220110 2348-000OG 238 202219 - Spaeth Industrial - May 2022 144.00 06/28/2022 101-00000-220110 2348-000OG 238 202210 - Block 52/Walgreens - May 2022 416.00 06/28/2022 101-00000-220110 2348-000OG 238 202223 - Headwaters West Apts - May 2022 128.00 06/28/2022 101-00000-220110 2348-000OG 238 202215 - Featherstone 6th Addition - May 2022 288.00 06/28/2022 101-00000-220110 2348-000OG 238 General Admin - May 2022 2,448.80 06/28/2022 101-41610-430400 2348-000OG 238 PW Engineering - May 2022 96.00 06/28/2022 101-43115-431990 2348-OOOIG 151 Building Code Enforcement - May 2022 208.00 06/28/2022 101-42400-430400 2348-0026G 7 202210 - Block 52/Walgreens - May 2022 324.00 06/28/2022 101-00000-220110 2348-0144G 13 202219 - Spaeth Industrial Park Plat - May 2022 113.60 06/28/2022 101-00000-220110 2348-0148G 45 16C006 - Fallon Ave Condemnation - May 2022 961.00 06/28/2022 400-43300-430400 2348-0155G 40 16C006 - Bluffs in Monticello Assessment Appe 963.80 06/28/2022 400-43300-430400 2348-0172G 6 21D005 - Featherstone 5th Addition- May 2022 490.00 06/28/2022 101-00000-220110 2348-0183G 4 202147 - Twin Pines 1st Addition- May 2022 150.00 06/28/2022 101-00000-220110 2348-0186G 2 202215 - Featherstone 6th Addition - May 2022 157.60 06/28/2022 101-00000-220110 2348-0187G 2 202223 - Country Club Manor 1st Addition/Heac 45.00 06/28/2022 101-00000-220110 Check Total: 6,997.80 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 19 ACH Enabled: True 2697966 resale- beer 19,550.82 06/28/2022 609-49750-425200 2697966 resale- juice 66.00 06/28/2022 609-49750-425500 2697966 resale- mix 194.45 06/28/2022 609-49750-425400 3701033 resale- beer 28,417.40 06/28/2022 609-49750-425200 3701033 resale- beer n/a 281.85 06/28/2022 609-49750-425400 3701033 resale- liquor 132.00 06/28/2022 609-49750-425100 Check Total: 48,642.52 Vendor: 5982 JOURDAN COLIMAN Check Sequence: 20 ACH Enabled: False 6/17/2022 Farmers Market Token Collection Log - 5/19/22 15.00 06/28/2022 226-45127-431992 Check Total: 15.00 Vendor: 1746 CUSTOM FIRE APPARATUS INC Check Sequence: 21 ACH Enabled: True 21286 Engine 12 repairs - payment recv'd from insuran 52,260.70 06/28/2022 101-42200-440500 AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 52,260.70 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 22 ACH Enabled: True 1592437 resale- beer credit -29.00 06/28/2022 609-49750-425200 1594688 resale- beer credit -23.78 06/28/2022 609-49750-425200 1594688 resale- beer n/a credit -22.50 06/28/2022 609-49750-425400 1595809 resale -beer 30,148.55 06/28/2022 609-49750-425200 1595809 resale- beer n/a 204.20 06/28/2022 609-49750-425400 1595934 resale- beer 571.70 06/28/2022 609-49750-425200 1596205 resale- beer credit -64.00 06/28/2022 609-49750-425200 1596454 resale- beer 12,111.92 06/28/2022 609-49750-425200 1599611 resale- beer 20,482.32 06/28/2022 609-49750-425200 1599611 resale- beer n/a 33.85 06/28/2022 609-49750-425400 1599687 resale- beer 841.60 06/28/2022 609-49750-425200 1601655 resale- beer 11,079.98 06/28/2022 609-49750-425200 1601655 resale- beer n/a 108.60 06/28/2022 609-49750-425400 1601673 resale- beer credit -128.40 06/28/2022 609-49750-425200 1601686 resale- beer credit -139.20 06/28/2022 609-49750-425200 1603238 resale- root beer keg 175.00 06/28/2022 609-49750-425400 1603239 resale- beer n/a 154.35 06/28/2022 609-49750-425400 1603239 resale- beer 38,918.45 06/28/2022 609-49750-425200 1603680 resale- beer 2,609.10 06/28/2022 609-49750-425200 6/18/2022 resale- beer 1,227.15 06/28/2022 609-49750-425200 758 resale- beer 758.00 06/28/2022 609-49750-425200 Check Total: 119,017.89 Vendor: 5588 DESIGN TREE ENGINEERING INC Check Sequence: 23 ACH Enabled: False 22176 19C003 CONSTR - SCADA System Improveme 1,278.75 06/28/2022 601-49440-453010 22176 19C003 CONSTR - SCADA System Improveme 1,278.75 06/28/2022 602-49490-453010 Check Total: 2,557.50 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 24 ACH Enabled: True 1463600 resale- beer 199.15 06/28/2022 609-49750-425200 1466767 resale- beer 1,076.75 06/28/2022 609-49750-425200 1470013 resale- beer 3,414.60 06/28/2022 609-49750-425200 1751000261 resale- beer credit -24.23 06/28/2022 609-49750-425200 Check Total: 4,666.27 Vendor: 5545 DRASTIC MEASURES BREWING, LLC Check Sequence: 25 ACH Enabled: True 2344 resale- beer 359.50 06/28/2022 609-49750-425200 AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 6 Check Total: 359.50 Vendor: 4191 ELK RIVER GREENHOUSE LLC Check Sequence: 26 6/17/2022 Farmers Market Token Collection Log - 6/16/22 30.00 06/28/2022 226-45127-431992 Check Total: 30.00 Vendor: 1166 ENVIRONMENTAL SYSTEMS RESEARCH I] Check Sequence: 27 94263667 9/1/22 - 8/31/23 - ArcGIS Desktop/Enterprise W 2,315.00 06/28/2022 702-00000-431900 Check Total: 2,315.00 Vendor: 4336 FARM -RITE EQUIPMENT INC Check Sequence: 28 P64424 (2) lens 45.97 06/28/2022 101-43120-422100 P64427 tensioner; drive belt; pulley 385.91 06/28/2022 101-43120-422100 Check Total: 431.88 Vendor: 2561 FERGUSON WATERWORKS Check Sequence: 29 0490071 (96) meter - 5/8x3/4 T10 for changeouts & stock 24,960.00 06/28/2022 601-49440-422701 0490071 resale - (48) meter - 5/8x3/4 T10 12,480.00 06/28/2022 601-49440-422710 WL005599 (20) meter - 5/8x3/4 T10 3,159.19 06/28/2022 601-49440-422701 Check Total: 40,599.19 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 30 6/8/2022 June 2022 - Phone - City Hall 684.04 06/28/2022 702-00000-432100 6/8/2022 June 2022 - Phone - MCC 530.10 06/28/2022 702-00000-432100 6/8/2022 June 2022 - Phone - Ballfields 19.65 06/28/2022 702-00000-432100 6/8/2022 June 2022 - Phone - DMV 274.44 06/28/2022 702-00000-432100 6/8/2022 June 2022 - Phone - Hi Way Liquor 323.10 06/28/2022 702-00000-432100 6/8/2022 June 2022 - Phone - Fire Hall 387.87 06/28/2022 702-00000-432100 6/8/2022 June 2022 - Phone - Public Works 1,271.46 06/28/2022 702-00000-432100 6/8/2022 June 2022 - Phone - Parks 114.39 06/28/2022 702-00000-432100 6/8/2022 June 2022 - Phone - Prairie Center 13.24 06/28/2022 702-00000-432100 6/8/2022 June 2022 - Internet - City Hall 248.90 06/28/2022 702-00000-432300 6/8/2022 June 2022 - Internet - MCC 10.00 06/28/2022 702-00000-432300 6/8/2022 June 2022 - Internet - DMV 89.90 06/28/2022 702-00000-432300 6/8/2022 June 2022 - Internet - Hi Way Liquor 45.95 06/28/2022 702-00000-432300 6/8/2022 June 2022 - Internet - Fire Hall 170.90 06/28/2022 702-00000-432300 6/8/2022 June 2022 - Internet - Animal Shelter 33.95 06/28/2022 702-00000-432300 6/8/2022 June 2022 - Internet - Public Works 53.95 06/28/2022 702-00000-432300 6/8/2022 June 2022 - Cable - Fire Hall 116.85 06/28/2022 101-42200-431990 ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 6/8/2022 June 2022 - Cable - MCC 194.85 06/28/2022 226-45127-432500 6/8/2022 June 2022 - Data Hosting 500.00 06/28/2022 702-00000-431900 6/8/2022 June 2022 - Service Contract 250.00 06/28/2022 702-00000-431900 6/8/2022 June 2022 - Phone & Internet - Monti Arts 96.47 06/28/2022 101-45204-431990 Check Total: 5,430.01 Vendor: 1179 FIRE SAFETY USA INC Check Sequence: 31 ACH Enabled: False 160481 Engine 12- (30) asst. gaskets; shipping 455.00 06/28/2022 101-42200-422110 Check Total: 455.00 Vendor: 4051 MICHELE FORSMAN Check Sequence: 32 ACH Enabled: False 199 Reimbursement - Summer ProCrafrinator Suppli 150.29 06/28/2022 101-00000-220150 Check Total: 150.29 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 33 ACH Enabled: True 6/17/2022 Farmers Market Token Collection Log - 6/16/22 20.00 06/28/2022 226-45127-431992 Check Total: 20.00 Vendor: 5482 GRANITE ELECTRONICS, INC. Check Sequence: 34 ACH Enabled: False 150011053-2 2022 John Deere Skid - install radio 824.85 06/28/2022 703-00000-165010 150011223-2 2017 Elgin Street Sweeper - install radio 803.00 06/28/2022 703-00000-165010 Check Total: 1,627.85 Vendor: 5983 GREEN HAVEN FARM MARKET LLC Check Sequence: 35 ACH Enabled: False 6/17/2022 Farmers Market Token Collection Log 6/9/22 10.00 06/28/2022 226-45127-431992 Check Total: 10.00 Vendor: 5262 CITY OF HANOVER Check Sequence: 36 ACH Enabled: False 2022-01 FireDN-CARSRU Training 2021 (145) hours 1,450.00 06/28/2022 101-42200-433200 Check Total: 1,450.00 Vendor: 1223 HAWKINS INC Check Sequence: 37 ACH Enabled: True 6209075 Pool Chemicals 757.51 06/28/2022 226-45124-421600 Check Total: 757.51 Vendor: 4650 JASEN HOGLUND Check Sequence: 38 ACH Enabled: False 01617 custom letters - (5) 2 each number sets 75.00 06/28/2022 101-45201-421990 AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 8 Check Total: 75.00 Vendor: 1239 HOGLUND BUS COMPANY INC Check Sequence: 39 ACH Enabled: True R1000000486:01 Engine 12- repairs -payment received from insur 1,035.06 06/28/2022 101-42200-440500 Check Total: 1,035.06 Vendor: 5487 JONATHAN HOPKINS Check Sequence: 40 ACH Enabled: False 6/17/2022 Farmers Market Token Collection Log - 6/9/22 25.00 06/28/2022 226-45127-431992 Check Total: 25.00 Vendor: 4745 ILLINOIS CASUALTY COMPANY Check Sequence: 41 ACH Enabled: False LL103171 2022 renewal Liquor Liability Ins. 7/16/22-7/15/23 1,553.00 06/28/2022 609-49754-436100 Check Total: 1,553.00 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 42 ACH Enabled: False August 2022 Health Insurance - Union - August 2022 20,175.00 06/28/2022 101-00000-217061 Check Total: 20,175.00 Vendor: 5444 J & G HOLDINGS Check Sequence: 43 ACH Enabled: True 4008 July 2022 - cleaning - split Fire/Law Enforcemei 560.00 06/28/2022 701-00000-431100 Check Total: 560.00 Vendor: 5070 J.P. COOKE CO Check Sequence: 44 ACH Enabled: False 1233920 Dog License Tags (600) 121.45 06/28/2022 101-42700-421990 Check Total: 121.45 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 45 ACH Enabled: False 204096 resale- liquor credit inv. 2053315 -15.43 06/28/2022 609-49750-425100 2067942 resale - liquor 5,175.81 06/28/2022 609-49750-425100 2067942 freight 97.11 06/28/2022 609-49750-433300 2067943 resale- mix 72.00 06/28/2022 609-49750-425400 2067943 resale- wine 1,216.90 06/28/2022 609-49750-425300 2067943 freight 34.70 06/28/2022 609-49750-433300 2068727 resale - liquor 5,687.53 06/28/2022 609-49750-425100 2068727 freight 50.02 06/28/2022 609-49750-433300 2068728 freight 31.36 06/28/2022 609-49750-433300 2068728 resale- wine 906.70 06/28/2022 609-49750-425300 2068728 resale- mix 189.30 06/28/2022 609-49750-425400 AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 2071121 freight 85.79 06/28/2022 609-49750-433300 2071121 resale - liquor 4,940.20 06/28/2022 609-49750-425100 2071122 freight 3.58 06/28/2022 609-49750-433300 2071122 resale- wine 52.00 06/28/2022 609-49750-425300 2071122 resale- wine n/a 157.50 06/28/2022 609-49750-425400 2072483 resale- liquor 5,743.85 06/28/2022 609-49750-425100 2072483 freight 86.44 06/28/2022 609-49750-433300 2072484 freight 44.34 06/28/2022 609-49750-433300 2072484 resale - wine 1,656.75 06/28/2022 609-49750-425300 2072484 resale - wine n/a 32.00 06/28/2022 609-49750-425400 2073586 resale - liquor 387.60 06/28/2022 609-49750-425100 2073586 freight 8.25 06/28/2022 609-49750-433300 2076452 freight 85.76 06/28/2022 609-49750-433300 2076452 resale- liquor 5,166.68 06/28/2022 609-49750-425100 2076453 resale- wine 1,284.26 06/28/2022 609-49750-425300 2076453 resale- wine n/a 35.00 06/28/2022 609-49750-425400 2076453 freight 33.03 06/28/2022 609-49750-433300 2077734 freight 71.12 06/28/2022 609-49750-433300 2077734 resale- liquor 3,314.68 06/28/2022 609-49750-425100 2077735 resale- wine 3,429.25 06/28/2022 609-49750-425300 2077735 freight 88.12 06/28/2022 609-49750-433300 Check Total: 40,152.20 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 46 ACH Enabled: False MN190-00174 TIF 1-45 - Sale of Block 52 - May 2022 397.00 06/28/2022 213-00000-220110 Check Total: 397.00 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 47 ACH Enabled: True 168076 resale- wine 1,255.00 06/28/2022 609-49750-425300 168076 resale- wine n/a 88.00 06/28/2022 609-49750-425400 168076 freight 19.50 06/28/2022 609-49750-433300 Check Total: 1,362.50 Vendor: 5270 JUDITH KOVACS Check Sequence: 48 ACH Enabled: True 6/17/2022 Farmers Market Token Collection Log - 6/16/22 29.00 06/28/2022 226-45127-431992 Check Total: 29.00 Vendor: 3829 STEVE LANGANKI Check Sequence: 49 ACH Enabled: True 1558 dba Steve'o'septic - 5/16-6/16 Porta toilet rental 1,600.00 06/28/2022 101-45201-431901 AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 10 Check Total: 1,600.00 Vendor: 5285 LAWSON PRODUCTS, INC. Check Sequence: 50 ACH Enabled: False 9309635554 (25) nylon Ty -rap; (100) cable ties 418.38 06/28/2022 101-45201-421990 9309644501 cryobit fract red shank; 8 oz. sealant; (2) drill bit 278.27 06/28/2022 101-43127-421990 Check Total: 696.65 Vendor: 3933 CHARLES LONG Check Sequence: 51 ACH Enabled: False 6/17/2022 Farmers Market Token Collection Log - 6/16/22 21.00 06/28/2022 226-45127-431992 Check Total: 21.00 Vendor: 5709 BEN LUNDQUIST Check Sequence: 52 ACH Enabled: True 000007 States Art Grant- Glow Project Videography & p 2,000.00 06/28/2022 101-45204-431990 Check Total: 2,000.00 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 53 ACH Enabled: True 343159 resale- cigarettes; juice 2,480.66 06/28/2022 609-49750-425500 343159 resale- cigars; tobacco; soda pop; barware; etc. 470.44 06/28/2022 609-49750-425400 Check Total: 2,951.10 Vendor: 1386 M -R SIGN CO INC Check Sequence: 54 ACH Enabled: True 216161 (5) safety stand; (5) 48"reflective roll -up w/ bra( 1,464.00 06/28/2022 101-43120-422600 Check Total: 1,464.00 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 55 ACH Enabled: True 0002006 Business Cards (TH) (250) 71.11 06/28/2022 226-45122-421990 0002006 Business Cards (RO) (250) 71.11 06/28/2022 101-42700-421990 0002006 Business Cards (TE) (250) 71.11 06/28/2022 101-41800-421990 0002006 Business Cards (MB) (250) 71.11 06/28/2022 101-43127-421990 0002006 Color Log Window Security Envelopes 221.00 06/28/2022 101-41520-421990 Check Total: 505.44 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 56 ACH Enabled: True INV 10059098 Maintenance Agreement Security License Suppo 1,919.76 06/28/2022 702-00000-431900 INV10068030 Microsoft 0365 Contract 6/16/22 - 7/15/22 649.50 06/28/2022 702-00000-431990 Check Total: 2,569.26 AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1314 MCDOWALL COMPANY Check Sequence: 57 ACH Enabled: False 638056 WO# 141826 - Vacuum Pump Charge; Labor 916.95 06/28/2022 701-00000-440100 638063 install support of ceiling panel system for walk ij 3,873.00 06/28/2022 701-00000-440100 638162 HS Ignitor WO#141908 92.73 06/28/2022 226-45126-422990 638192 Annual Maintenance Agreement #C0517001 - 6/ 470.00 06/28/2022 656-00000-202099 638193 Annual Maintenance Agreement #C0518 - 6/1/2: 206.00 06/28/2022 701-00000-431900 638194 Annual Maintenance Agreement #C0519 - 6/1/2: 365.00 06/28/2022 701-00000-431900 638195 Qtrly Maintenance Agreement- #C520 - MCC 6/ 520.00 06/28/2022 701-00000-431900 638331 replaced condenser fan motor & capacitor - Hi -V 533.34 06/28/2022 701-00000-440100 638333 contactor replaced in refrigeration condensing ur 870.74 06/28/2022 701-00000-440100 Check Total: 7,847.76 Vendor: 5987 MIDCONTINENT COMMUNICATIONS Check Sequence: 58 ACH Enabled: False 493623 202211 - Advertising for IMCP 5,850.00 06/28/2022 213-46301-434990 Check Total: 5,850.00 Vendor: 2108 MN CITY/COUNTY MGMT ASSOCIATION Check Sequence: 59 ACH Enabled: False 6/14/2022 MCMA Membership 5/1/22 - 4/30/23 (RL) 152.53 06/28/2022 101-41310-443300 Check Total: 152.53 Vendor: 5986 MNL Check Sequence: 60 ACH Enabled: False 34424 (504) herbaceous plants 705.60 06/28/2022 101-45201-422500 Check Total: 705.60 Vendor: 2512 MONTICELLO PLBG HTG AC LLC Check Sequence: 61 ACH Enabled: False 24878 Labor - Annual Test on RPZ & PVB Backflow P 750.00 06/28/2022 701-00000-440100 24879 Labor - Annual Irrigation Backflow Testing @ L 100.00 06/28/2022 701-00000-440100 Check Total: 850.00 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 62 ACH Enabled: True June 2022 Monthly Allocation - June 2022 5,416.67 06/28/2022 101-45175-444310 Check Total: 5,416.67 Vendor: 5586 MOOSE LAKE BREWING CO. Check Sequence: 63 ACH Enabled: True 613-006 resale - beer 504.00 06/28/2022 609-49750-425200 Check Total: 504.00 Vendor: 1821 MOOSE SHERRITT ICE ARENA Check Sequence: 64 ACH Enabled: False AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 1 I Invoice No Description Amount Payment Date Acct Number Reference 6/17/2022 2022 Mens Spring Hockey League Split 4,244.18 06/28/2022 226-45127-347920 Check Total: 4,244.18 Vendor: 1913 NEW FRANCE WINE Check Sequence: 65 ACH Enabled: False 188605 resale - wine 600.00 06/28/2022 609-49750-425300 188605 freight 15.00 06/28/2022 609-49750-433300 188606 freight 3.00 06/28/2022 609-49750-433300 188606 resale- liquor 150.00 06/28/2022 609-49750-425100 Check Total: 768.00 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 66 ACH Enabled: False 7062 21TOO 1 - TIF 1-42 - Headwaters Apartments - M 645.00 06/28/2022 213-00000-220110 7063 21TOO 1 - TIF 1-43 - Headwaters Villas - May 20 645.00 06/28/2022 213-00000-220110 7064 TIF 1-44 - Washburn - May 2022 815.00 06/28/2022 213-00000-220110 7065 TIF 1-45 - Block 52 - May 2022 3,485.15 06/28/2022 213-00000-220110 7066 TIF 1-46 - Wiha Tools - May 2022 4,730.00 06/28/2022 213-00000-220110 Check Total: 10,320.15 Vendor: 5988 NYSTROM PUBLISHING CO INC Check Sequence: 67 ACH Enabled: False 45585 Print Spring & Summer Newletter 3,957.32 06/28/2022 101-41310-431950 45585 Postage Spring & Summer Newletter 1,346.81 06/28/2022 101-41310-432200 Check Total: 5,304.13 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 68 ACH Enabled: True 6/16/2022 Semi Monthly Contract Payment 1,622.25 06/28/2022 101-42700-431200 Check Total: 1,622.25 Vendor: 5700 OIL -AIR PRODUCTS LLC Check Sequence: 69 ACH Enabled: False 713944-001 (2) ball- live swivel 163.93 06/28/2022 101-43120-422100 Check Total: 163.93 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 70 ACH Enabled: True 19861 (2) gal high volt oil 158.28 06/28/2022 602-49490-422990 62793 Baldor Reliance Motor - disassembled; cleaned; 455.91 06/28/2022 701-00000-421990 62794 Baldor Reliance Motor - replace bearing; add be 444.46 06/28/2022 701-00000-421990 Check Total: 1,058.65 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 71 ACH Enabled: False AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 15960 (93.02) AC Fines mix 280.86 06/28/2022 101-43120-422400 15968 (5) AC Fines mix 465.00 06/28/2022 101-43120-422400 16004 (9.02) AC Fines mix 838.86 06/28/2022 101-43120-422400 Check Total: 1,584.72 Vendor: 5989 PEQUOD DISTRIBUTION Check Sequence: 72 ACH Enabled: False W-150841 resale- beer 913.00 06/28/2022 609-49750-425200 W-150841 resale- wine 395.00 06/28/2022 609-49750-425300 Check Total: 1,308.00 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 73 ACH Enabled: True 197655 Food for Concession Resale @ MCC 623.47 06/28/2022 226-45125-425410 Check Total: 623.47 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 74 ACH Enabled: False 6408368 resale- liquor 405.00 06/28/2022 609-49750-425100 6408368 freight 11.55 06/28/2022 609-49750-433300 6409012 resale - liquor 1,806.59 06/28/2022 609-49750-425100 6409012 freight 23.94 06/28/2022 609-49750-433300 6409013 freight 34.69 06/28/2022 609-49750-433300 6409013 resale- wine 951.55 06/28/2022 609-49750-425300 6409013 resale- wine n/a 80.00 06/28/2022 609-49750-425400 6410929 freight 41.25 06/28/2022 609-49750-433300 6410929 resale - liquor 1,680.00 06/28/2022 609-49750-425100 6411931 freight 28.05 06/28/2022 609-49750-433300 6411931 resale- liquor 1,261.75 06/28/2022 609-49750-425100 6411932 resale- wine 177.00 06/28/2022 609-49750-425300 6411932 freight 6.60 06/28/2022 609-49750-433300 6412850 freight 33.05 06/28/2022 609-49750-433300 6412850 resale- liquor 2,130.30 06/28/2022 609-49750-425100 6412851 resale- liquor 99.25 06/28/2022 609-49750-425100 6412851 resale- wine 755.50 06/28/2022 609-49750-425300 6412851 freight 21.44 06/28/2022 609-49750-433300 6415072 freight 14.57 06/28/2022 609-49750-433300 6415072 resale- liquor 979.60 06/28/2022 609-49750-425100 Check Total: 10,541.68 Vendor: 5758 POS PROFESSIONAL OFFICE SERVICES Check Sequence: 75 ACH Enabled: False 003332092 Mail Service Postage Charge - Music on Mississ 466.83 06/28/2022 226-45127-431991 AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 14 Check Total: 466.83 Vendor: 2066 PROGRESSIVE BUILDERS Check Sequence: 76 ACH Enabled: False 6/20/2022 Escrow Refund - 4213 Eaton Circle/Featherstone 2,000.00 06/28/2022 101-00000-220110 6/20/2022 Escrow Refund - 4212 Eaton Circle/Featherstone 2,000.00 06/28/2022 101-00000-220110 Check Total: 4,000.00 Vendor: 5304 REINDERS INC. Check Sequence: 77 ACH Enabled: False 3088202 (2) 30 gal Surge herbicide 3,837.09 06/28/2022 101-45201-421600 Check Total: 3,837.09 Vendor: 5400 ROTO -ROOTER PLUMBING & DRAIN Check Sequence: 78 ACH Enabled: False 38123795 repair branch drain; clean out line - Hi -Way Ligr 275.00 06/28/2022 701-00000-440100 Check Total: 275.00 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 79 ACH Enabled: True A42529 Keys Cut (2) 6.00 06/28/2022 701-00000-421990 A42533 ZPARKS-ELREST - install timer system for rest 1,190.00 06/28/2022 101-45201-440100 Check Total: 1,196.00 Vendor: 4660 SAFE -FAST, INC Check Sequence: 80 ACH Enabled: True 262279 (100) 28" s;o, enviro-cone; (100) stencil; new At 2,199.00 06/28/2022 101-43120-421990 262280 (3) chain saw boots 375.00 06/28/2022 101-43120-421990 Check Total: 2,574.00 Vendor: 5985 SCHLOMKA'S VAC TRUCK SERVICE Check Sequence: 81 ACH Enabled: False 6/21/22 refund Water Use Permit - Dep. $500 - $76.27 u; 500.00 06/28/2022 601-00000-220111 6/21/22 refund Water Use Permit - Dep. $500 - $76.27 uE -71.03 06/28/2022 601-49440-371120 6/21/22 refund Water Use Permit - Dep. $500 - $76.27 uE -5.24 06/28/2022 601-00000-208100 Check Total: 423.73 Vendor: 5981 NATE SIMONDET Check Sequence: 82 ACH Enabled: False 6/16/22- Lift Midrise lift -used - Parks 300.00 06/28/2022 101-45201-421990 Check Total: 300.00 Vendor: 5896 JOEL SISSON Check Sequence: 83 ACH Enabled: False Glow - Final Glow Parade Grant Project- final 25% of $7500- 1,875.00 06/28/2022 101-45204-431990 AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 15 Check Total: 1,875.00 Vendor: 4325 SNAP-ON INDUSTRIAL Check Sequence: 84 ACH Enabled: False ARV/53171508 torq wrench 248.45 06/28/2022 101-43127-421990 Check Total: 248.45 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS; Check Sequence: 85 ACH Enabled: False 2221190 resale- liquor 2,013.46 06/28/2022 609-49750-425100 2221190 freight 21.47 06/28/2022 609-49750-433300 2221191 freight 25.20 06/28/2022 609-49750-433300 2221191 resale - wine 1,066.80 06/28/2022 609-49750-425300 2223779 freight 15.40 06/28/2022 609-49750-433300 2223779 resale- liquor 1,619.80 06/28/2022 609-49750-425100 2223780 resale- wine 826.00 06/28/2022 609-49750-425300 2223780 freight 18.20 06/28/2022 609-49750-433300 Check Total: 5,606.33 Vendor: 4513 AARON STAEHNKE Check Sequence: 86 ACH Enabled: True 6/17/2022 Farmers Market Token Collection Log - 6/9/22 49.00 06/28/2022 226-45127-431992 Check Total: 49.00 Vendor: 4234 MATHEW STANG Check Sequence: 87 ACH Enabled: True 6/14/22 rmbs.(30) gift cards for MDH lead & copper san 711.00 06/28/2022 601-49440-421990 Check Total: 711.00 Vendor: 1512 SYLVA CORPORATION INC LB 7958 Check Sequence: 88 ACH Enabled: False 72852 (20) cy. mulch 466.80 06/28/2022 101-45201-422500 Check Total: 466.80 Vendor: 1518 TDS TELECOM Check Sequence: 89 ACH Enabled: True 763-271-3257 TDS 99.99 06/28/2022 702-00000-432100 763-295-0078 TDS - Fire 228.71 06/28/2022 702-00000-432100 763-295-0338 TDS 65.93 06/28/2022 702-00000-432100 763-295-2005 TDS 20.11 06/28/2022 702-00000-432100 763-295-3714 TDS- Reservoir 343.33 06/28/2022 702-00000-432100 Check Total: 758.07 Vendor: 2412 TEE JAY NORTH INC Check Sequence: 90 ACH Enabled: False AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference 44206 06/28/2022 replaced linear drive block assy.; lubed moving I 996.79 Check Total: Vendor: 1524 TK ELEVATOR 5001853075 Fire Testing for Elevator ACH Enabled: True 123.63 Check Total: Vendor: 4656 TRUE FABRICATIONS, INC. 1069811 resale - barware; mix 1069811 resale - olives ACH Enabled: False 118.74 Check Total: Vendor: 1534 TWIN CITIES FLAG SOURCE INC 36577 609-49750-425500 (3) flags replacements 199.74 Check Total: Vendor: 4774 SALLY VANBROCKLIN 6/20/2022 ACH Enabled: False Performance @ Farmers Market 7/7/22 06/28/2022 101-42200-421990 Check Total: Vendor: 1552 VIKING COCA COLA BOTTLING CO 2932462 resale- soda pop credit 2942826 ACH Enabled: False resale- soda pop 06/28/2022 226-45127-431990 Check Total: Vendor: 1684 VINOCOPIA 306114 resale - mix 306114 ACH Enabled: True resale - liquor 306114 609-49750-425400 resale - wine 306114 06/28/2022 freight 306522 1,109.09 resale - wine 306522 freight Check Sequence: 96 Check Total: Vendor: 1555 VONCO II LLC V2 000068139 (6.71) TN street sweeping AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) 996.79 06/28/2022 701-00000-440100 996.79 Check Sequence: 91 ACH Enabled: True 123.63 06/28/2022 653-41990-440100 123.63 Check Sequence: 92 ACH Enabled: False 118.74 06/28/2022 609-49750-425400 81.00 06/28/2022 609-49750-425500 199.74 Check Sequence: 93 ACH Enabled: False 221.90 06/28/2022 101-42200-421990 221.90 Check Sequence: 94 ACH Enabled: False 200.00 06/28/2022 226-45127-431990 200.00 Check Sequence: 95 ACH Enabled: True -33.06 06/28/2022 609-49750-425400 1,142.15 06/28/2022 609-49750-425400 1,109.09 Check Sequence: 96 ACH Enabled: True 120.00 06/28/2022 609-49750-425400 126.33 06/28/2022 609-49750-425100 72.00 06/28/2022 609-49750-425300 16.00 06/28/2022 609-49750-433300 374.67 06/28/2022 609-49750-425300 7.50 06/28/2022 609-49750-433300 716.50 Check Sequence: 97 ACH Enabled: False 546.08 06/28/2022 652-49882-421990 Page 16 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 17 Check Total: 546.08 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 98 ACH Enabled: True 10591 Labor - ZPARKS-ELREST- pull wires & hook u 450.00 06/28/2022 101-45201-440100 10591 Parts- ZPARKS-ELREST- pull wires & hook up 994.96 06/28/2022 101-45201-440100 10592 parts -Ellison Park Lion's Den- wiring 185.80 06/28/2022 101-45201-440100 10592 labor -Ellison Park Lion's Den- wiring 1,115.48 06/28/2022 101-45201-440100 10602 Labor -gazebo panel repairs 337.50 06/28/2022 101-45201-440100 10602 parts -gazebo panel repairs 874.75 06/28/2022 101-45201-440100 10626 Parts - LED Direct Wire Lamps (100), Wire Nut; 1,302.72 06/28/2022 701-00000-440100 Check Total: 5,261.21 Vendor: 4766 SUSAN WESTLEY Check Sequence: 99 ACH Enabled: False Qtr. 2 2022 Qtr. 2 2022- MontiArts Director 6,249.99 06/28/2022 101-45204-431990 Qtr. 2 2022 State Arts Grant - Marie Forleo's B School- mart. 2,000.00 06/28/2022 101-45204-433100 Check Total: 8,249.99 Vendor: 1572 THE WINE COMPANY Check Sequence: 100 ACH Enabled: True 207245 resale - wine 1,072.00 06/28/2022 609-49750-425300 207245 resale - liquor 250.50 06/28/2022 609-49750-425100 207245 freight 27.00 06/28/2022 609-49750-433300 Check Total: 1,349.50 Vendor: 1206 WINEBOW INC. Check Sequence: 101 ACH Enabled: True MN00114616 resale- liquor 240.00 06/28/2022 609-49750-425100 MN00114616 resale- wine 180.00 06/28/2022 609-49750-425300 MN00114616 freight 6.75 06/28/2022 609-49750-433300 MN00114617 resale - liquor credit -132.00 06/28/2022 609-49750-425100 Check Total: 294.75 Vendor: 2645 WRIGHT CO AUDITOR-TREAS Check Sequence: 102 ACH Enabled: False 6/20/2022 Otter Creek 8th Plat Recording 56.00 06/28/2022 213-46301-431990 6/20/2022 Otter Creek Easement Recording 46.00 06/28/2022 213-46301-431990 Check Total: 102.00 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 103 ACH Enabled: True 105-22 2020 Assessment Contract 79,172.00 06/28/2022 101-41520-431250 6/9/2022 Court Fines & Fees - May 2022 3,434.50 06/28/2022 101-42100-430410 AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 17 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 82,606.50 Total for Check Run: 660,936.67 Total of Number of Checks: 103 The preceding list of bills payable was reviewed and approved for payment. Date: 6/28/2022 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (06/22/2022 - 1:19 PM) Page 18 City Council Agenda: 6/27/2022 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑x Consent Agenda Item Human Resources Manager 06/27/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTE 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 NEW EMPLOYEES Name Title Department Hire Date Class Sydney Gasser Lifeguard MCC 6/14/22 PT Vickie Ammons Clerk Liquor Store 6/14/2022 PT Billy Vickers Clerk Liquor Store 6/15/2022 PT TERMINATING EMPLOYEES Name Reason Department Effective Date Class Lorie Moshier Involuntary Parks 5/18/22 Seasonal New Hire and Terms City Council 2022: 6/21/2022 City Council Agenda: 6/27/2022 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 6/27/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 06/27/2022 2D. Consideration of adopting Resolution 2022-68 accepting donations of $4,100 from various donors for the Farmers Market Power of Produce Kids Club, $500 from the VFW for the pollinator garden, and $700 from AJ Holden Painting, Inc. for Movie in the Park Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 06/27/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Program & Operations Manager City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-68 accepting donations totaling $4,100 for the Farmers Market Power of Produce Kids Club, $500 for the pollinator garden and $700 for Movie in the Park. REFERENCE AND BACKGROUND The City Council is being asked to accept the following donations: $4,100 for the Farmers' Market Power of Produce Kids Club. The donation will be used to cover advertising and vendor reimbursement for produce distributed to kids through the Farmers Market Power of Produce Kids Club. • Vaske, Ohlgren & Rasmussen, LTD. ($300) • CentraCare ($300) • Premier Bank ($300) • West Metro Buick GMC ($300) • Healing Moments Counseling ($300) • Servpro ($300) • Monticello American Legion ($800) • Wright County Area United Way ($1,500) ➢ $700 from AJ Holden Painting, Inc. for Movie in the Park ➢ $500 from VFW for pollinator garden 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. I. Budget Impact: The donation will pay for expenses as noted above. II. Staff Workload Impact: Staff organizes the program and solicits sponsors. City Council Agenda: 06/27/2022 III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-68 accepting the donation from various sponsors. SUPPORTING DATA • Resolution 2022-68 CITY OF MONTICELLO RESOLUTION NO. 2022-68 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 ServPro Cash $300 Vaske, Ohlgren, Rasmussen, LTD Cash $300 CentraCare Cash $300 Premier Bank Cash $300 West Metro Buick GMC Cash $300 Healing Moments Counseling Cash $300 American Legion Cash $800 Wright County Area United Way Cash $1500 VFW Cash $500 AJ Holden Painting, Inc. Cash $700 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 ServPro Farmers Market PoP/$300 Vaske, Ohlgren, Rasmussen, LTD Farmers Market PoP/$300 CentraCare Farmers Market PoP/$300 Premier Bank Farmers Market PoP/$300 West Metro Buick GMC Farmers Market PoP/$300 Healing Moments Counseling Farmers Market PoP/$300 American Legion Farmers Market PoP/$800 Wright County Area United Way Farmers Market PoP/$1500 VFW Pollinator Garden/$500 AJ Holden Painting, Inc. Movie in the Park/$700 Adopted by the City Council of Monticello this 27th day of June, 2022. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 06/27/2022 2E. Consideration of adopting Resolution 2022-69 accepting donations for the 2022 Walk & Roll event totaling $4.900 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 06/27/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-69 accepting donations for Walk & Roll. REFERENCE AND BACKGROUND As required by state statute, the City Council must adopt a resolution specifying the amount of the donations and their use. The City received multiple donations for the Walk & Roll event held on June 11. Donations of $25 were used for activities in the park and donations of $150 or more were used to purchase bikes for the giveaway. Below is a list of donors and the amounts they donated (a donation of $150 is considered one bike): • Maribel Cruz Longley — Edina Realty $200 • Mary Kay $25 • Ice Cream Shop $150 • Alive! Lutheran Church $150 • Studer Chiropractic, P.C. $25 • Pumpkin Patch Preschool $25 • Monticello Girl Scouts $25 • Inspire Ballet Academy $25 • Cub Scout Pack 272 $25 • Park Dental Big Lake $150 • Realtors with Energy Team — Edina Realty $150 • Rodan + Fields Independent Consultant $25 • Dan Olson — State Farm Insurance $150 • A114Kids $25 • Riverwood Bank $150 • TDS Telecom $150 • Walmart $300 City Council Agenda: 06/27/2022 • LeBrun Electric $150 • Stellis Health $300 • Monticello Lions $450 • All Elements $150 • Classique Jewelry $150 • Dahlheimer Distributing $150 • Electro Industries $150 • Freedom Strategy Group $150 • Galindo Real Estate Group — EXP Realty $150 • Monticello Dental $150 • Moon Motorsports $150 • North Risk Partners $300 • Resurrection Lutheran Church $150 • Smith, Paulson, O'Donnell & Erickson $150 • UMC Inc $150 • Von Hanson's Meats $150 • Xcel Energy $150 STAFF RECOMMENDED ACTION City staff recommends approval of the resolution accepting the donations. SUPPORTING DATA • Resolution 2022-69 City of Monticello RESOLUTION NO. 2022-69 RESOLUTION APPROVING CONTRIBUTIONS FOR THE WALK & ROLL FESTIVAL 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 for Walk & Roll; and WHEREAS, all listed 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 DONOR/ENTITY DESCRIPTION VALUE Maribel Cruz Longley Cash $200 Mary Kay Cash $25 Ice Cream Shop Cash $150 Alive! Lutheran Church Cash $150 Studer Chiropractic, P.C. Cash $25 Pumpkin Patch Preschool Cash $25 Monticello Girl Scouts Cash $25 Inspire Ballet Academy Cash $25 Cub Scout Pack 272 Cash $25 Park Dental Big Lake Cash $150 Realtors with Energy Team — Edina Realty Cash $150 Rodan + Fields Independent Consultant Cash $25 Dan Olson —State Farm Insurance Cash $150 A114Kids Cash $25 Riverwood Bank Cash $150 TDS Telecom Cash $150 Walmart Cash $300 LeBrun Electric Cash $150 Stellis Health Cash $300 Monticello Lions Cash $450 All Elements Cash $150 Classique Jewelry Cash $150 Dahlheimer Distributing Cash $150 Electro Industries Cash $150 Freedom Strategy Group Cash $150 Galindo Real Estate Group — EXP Cash $150 Realty Monticello Dental Cash $150 Moon Motorsports Cash $150 North Risk Partners Cash $300 Resurrection Lutheran Church Cash $150 Smith, Paulson, O'Donnell & Erickson Cash $150 UMC Inc. Cash $150 Von Hanson's Meats Cash $150 Xcel Energy Cash $150 NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: The contributions described above are hereby accepted by the City of Monticello. 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 purpose of the event Walk & Roll. Adopted by the City Council of Monticello this 27th day of July, 2021. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 06/27/2022 2F. Consideration of adopting Resolution 2022-70 establishing an Absentee Ballot Board for the 2022 Elections Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 06/27/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-70 establishing an Absentee Ballot Board for the 2022 Elections. REFERENCE AND BACKGROUND Minnesota State Statue 2038.121 requires the City to establish an Absentee Ballot Board by resolution, if they are conducting absentee voting in the municipality. The main function of the Absentee Ballot Board is to process and accept or reject absentee ballots. This is handled by City Staff (trained as election judges) and appointed election judges and must be completed according to election rules. The absentee ballot voting period runs for 46 days prior to Election Day for both the primary and general elections. Absentee voting for the Primary runs from June 24 to August 8, and for the General election from September 23 to November 7. The City Clerk has been designated to serve as administrator of the absentee voting process under the direction of Wright County Auditor's Office. Budget Impact: Personnel costs incorporated into the 2022 budget. II. Staff Workload Impact: The absentee voting process will involve the City Clerk and four City Hall employees. All other assistance will be provided by election judges. Appointment of all election judges will take place at the July 11 City Council meeting. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting the resolution establishing the Absentee Ballot Board. SUPPORTING DATA • Resolution 2022-70 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-70 ESTABLISHING AN ABSENTEE BALLOT BOARD FOR THE 2022 ELECTIONS WHEREAS, Minnesota State Statutes Chapter 2038.121 provides authority to a municipality to establish an Absentee Ballot Board in accordance with the provisions of the law; and WHEREAS, an Absentee Ballot Board will allow election judges to perform the task of administering absentee voting as described in Minnesota Election Laws, starting 46 days prior to the Primary and General elections; and WHEREAS, the City will have the necessary equipment, training and other resources in place to administer absentee voting as prescribed by the Minnesota Secretary of State's office; and WHEREAS, the following election judges have completed training for the Absentee Ballot Board and are authorized to administer tasks related to absentee voting; • Jennifer Schreiber • Vicki Leerhoff • Beth Green • Tracy Ergen • Liz Linrud • John Barthel • Mary Barthel • Pat Thielman • Cindy Rademacher • Teri Willenbring • Tammy Smith NOW THEREFORE, BE /THEREBY RESOLVED BY THE MONTICELLO CITY COUNCIL, that an Absentee Ballot Board be established for the purpose of administering the absentee voting process, as provided for by law. ADOPTED BYthe Monticello City Council this 27th day of June, 2022. 141firtiyd[97M[GAN[i1 Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk CERTIFICATION STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of Resolution 2022-70 duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on June 27, 2022, and recorded in minutes of said meeting. Jennifer Schreiber, City Clerk Notary Public: Date: (STAMP) City Council Agenda: 06/27/2022 2G. Consideration of approving an on -sale intoxicating liquor license for The Liquor Lounge located at 124 West Broadway. Applicant: Angela Krautbauer Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 06/27/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the on -sale intoxicating liquor license for The Liquor Lounge located at 124 West Broadway. REFERENCE AND BACKGROUND Angela Krautbauer has applied for an on -sale intoxicating liquor license for the term July 1, 2022 through June 30, 2023 for The Liquor Lounge located at 124 West Broadway. This location was previously Cocktails on Broadway. The application is currently being reviewed by the Wright County Sheriff's Office and a background check is being conducted. The application, once approved, will be sent to the State Alcohol & Gambling Division for their approval, which allows the license holder to purchase alcohol from approved wholesalers. Budget Impact: All license fees were paid by the application for the 2022-2023 license period. II. Staff Impact: Minimal staff time involved in processing application. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the on -sale intoxicating liquor license for The Liquor Lounge located at 124 West Broadway, pending favorable review by WCSO. SUPPORTING DATA A. None. City Council Agenda: 06/27/2022 2H. Consideration to approve an assignment of the Featherstone 6th Addition Development Contract to Novak Fleck, Inc. Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 06/27/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Project Engineer, City Engineer/Public City Administrator Works Director ACTION REQUESTED Motion to approve assignment of the Development Contract for Featherstone 6th Addition from Gold Nugget Development to Novak -Fleck Inc. PREVIOUS COUNCIL ACTION April 25, 2022: City Council approval of Featherstone 6th Addition final plat and development agreement REFERENCE AND BACKGROUND Gold Nugget Development requested that the City authorize an assignment of the Development Contract for Featherstone 6th Addition to Novak Fleck, Inc. With completion of recording the development agreement and final plat, current property owner Gold Nugget Development intends to sell the 6th Addition platted lots to Novak Fleck. Novak Fleck has owned property and constructed units within the Featherstone 151 -5th Additions. The assignment action is consistent with those previously approved for Featherstone 3rd 4th and 5th Additions. Per the assignment prepared, Novak Fleck is obligated to the same conditions and terms of the original development contract approved for Featherstone 6th Addition. No amendment to the contract has been proposed. Novak Fleck will be required to provide an updated certificate of insurance for the development of the project. Cash securities for the project were previously provided by Novak Fleck. The development contract for Featherstone 6th Addition trunk utility construction, which was a separate development contract with Gold Nugget will remain with Gold Nugget through warranty period and is not requested to be assigned. City Council Agenda: 06/27/2022 Budget Impact: None. Costs for review of the assignment are paid by the developer's escrow. II. Staff Workload Impact: Review and preparation of the assignment agreement and report total approximately two hours, including time spent by the City Attorney. III. Comprehensive Plan: The assignment does not impact the single-family residential use within the plat, which remains consistent with the Monticello 2040 Vision + Plan. STAFF RECOMMENDED ACTION City staff recommends approval of the assignment. All rights and obligations per the original contract remain in place. The Gold Nugget and Novak -Fleck relationship has been consistent throughout the planning and development of Featherstone since its initiation. 411:21I91:4 9 1►[0"D _11l_1 A. Assignment of Development Contract, Featherstone 6t" Addition B. Letter of Request (reserved. for recording information) ASSIGNMENT OF DEVELOPMENT CONTRACT ASSIGNMENT dated June 27th, 2022, by, between, and among the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"); GOLD NUGGET DEVELOPMENT INC., a Minnesota corporation ("Developer"); and NOVAK-FLECK INCORPORATED, whose registered office address is 8857 Zealand Avenue North, Brooklyn Park, Minnesota 55445-1895 ("Successor Developer"). RECITALS A. The City and Developer previously entered into a Development Contract and Planned Unit Development Agreement dated April 25th, 2022 and filed of record on May 31, 2022, with the Wright County Recorder as Document Number A1508460 concerning the plat of FEATHERSTONE SIXTH ADDITION ("Development Contract"). B. The Developer has asked the City to approve the assignment of its rights and obligations under the Development Contract to the Successor Developer. NOW, THEREFORE, IN CONSIDERATION OF THEIR MUTUAL COVENANTS THE PARTIES AGREE AS FOLLOWS: 1. ASSIGNMENT. The Developer's rights and obligations under the Development Contract are assigned to the Successor Developer subject to the terms, covenants and conditions of this Assignment. The Successor Developer accepts the assignment and agrees to be bound by its terms and assumes all of the obligations of the Developer under the Development Contract dated April 25th, 2022 and recorded May 31, 2022 as Wright County Document Number A1508460. 2. EFFECTIVE DATE OF ASSIGNMENT. This Assignment shall be effective when the Successor Developer furnishes the City any and all security required by the Development Contract. 222180v1 3. BINDING EFFECURECORDING. This Assignment will be recorded against the title to the land described on Exhibit "A" attached hereto and is binding upon the parties, their successors, heirs, and assigns. [The remainder of this page has been intentionally left blank. Signature pages follow.] 222180vl CITY: CITY OF MONTICELLO C (SEAL) 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 222180vl DEVELOPER: GOLD NUGGET DEVELOPMENT INC. M. STATE OF MINNESOTA ) ( ss. COUNTY OF ) Wayne Fleck, President The foregoing instrument was acknowledged before me this day of , 2022, by Wayne Fleck, the President of Gold Nugget Development Inc., a Minnesota corporation, on behalf of said entity. Notary Public 222180vl SUCCESSOR DEVELOPER: NOVAK-FLECK INCORPORATED M. STATE OF MINNESOTA ) ( ss. COUNTY OF ) Rick Novak, President The foregoing instrument was acknowledged before me this day of , 20225 by Rick Novak, the President of Novak -Fleck Incorporated, a Minnesota corporation, on behalf of said entity. Notary Public DRAFTED BY: CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 iii 222180vl EXHIBIT "A" to ASSIGNMENT OF DEVELOPMENT AGREEMENT Lots 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, and 11, Block 1, Featherstone Sixth Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Lots 1, 2, 3, 4, 5, 6, and 7, Block 2, Featherstone Sixth Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Lots 1, 2, and 3, Block 3, Featherstone Sixth Addition, according to the recorded plat thereof, Hennepin County, Minnesota. (abstract) 222180v1 From: Horst Graser To: Angela Schumann Subject: Featherstone 6th Add. reasignment of 21 lot development contract Date: Monday, June 13, 2022 10:09:41 AM Dear Ms. Schumann Please accept this email as a formal petition to assign the above referenced development contract from Gold Nugget Development Inc. to Novak -Fleck Inc. Rick Novak, president of Novak -Fleck In. has purchased the 21 lot Featherstone 6th Add. Mr. Novak feels strongly that construction control of the improvements will provide security for his investment. The development contracts for Featherstone 4th and 5th additions were assigned to Novak -Fleck as well, after initially being developed by Gold Nugget Dev. Inc. Thank you for your anticipated help in this matter. Respectfully, Wayne Fleck, President, Gold Nugget Development Inc. City Council Agenda: 06/27/2022 21. Consideration to approve a request for a Development Stage Planned Unit Development for Headwaters West Apartments, a Proposed 102 -unit Multi -Family (Senior -restricted) Development in the R-3, Medium Density Residential District. Applicant: Headwaters Development, LLC. Prepared by: Meeting Date: ® Consent Agenda Item Northwest Associated Consultants 06/27/2022 ❑ Regular Agenda Item (NAC)/Community Development Director Reviewed by: Approved by: Project Engineer, City Engineer/Public City Clerk Works Director, Chief Building Official ACTION REQUESTED Motion to adopt Resolution No. 2022-71, approving a Development Stage Planned Unit Development for Headwaters West Apartments, a Proposed 102 -unit Multi -Family (Senior - Restricted) Development, based on findings in said resolution and subject to the conditions of Exhibit Z. The Planning Commission recommends approval of the Development Stage PUD unanimously. PREVIOUS COUNCIL ACTION April 25, 2022: City Council approved a preliminary plat for Country Club First Addition which provides for 60 twinhome lots (30 buildings) and the proposed multi -family building lot. City Council also approved the Development Stage PUD for the twinhome component of the project at that time. REFERENCE AND BACKGROUND Property: Legal Description: Outlot A, Country Club Manor PID #: 155033900010 Planning Case Number: 2022-023 Request(s): Development Stage Planned Unit Development Deadline for Decision: July 15, 2022 (60 -day deadline) September 14, 2022 (120 -day deadline) Land Use Designation: Mixed Density Residential Zoning Designation: R-3, Medium Density Residence District Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Surrounding Land Uses: City Council Agenda: 06/27/2022 North: Monticello Country Club, Single Family Residential and Multiple Family Residential (A-0 & R-2) East: Single Family Residential South: Twin -home Development (in process) West: Interstate 94 Project Description: The subject site is located south of County Road 39 and east of Interstate 94 and overlays approximately 4.6 acres of land. The parcel is a part of the preliminary plat of Country Club Manor First Addition that established the first phase of this project, which consists of 60 units of twin homes just south/east of the subject parcel. Phase 1, previously considered, overlays the southern 11.5 acres of land and consists of 60 dwelling units in 30 twinhome buildings. The multiple family building proposed in this second phase would also be independent living senior housing. The proposed multi -family building is to be accessed in two locations, including a direct access from 7t" Street near the main entrance of the building, and a second access point from the new street being developed with the twin homes. Phase 2 of the project is located in the northwest corner of the site adjacent to County 39 (Golf Course Road) on its northern boundary, on the proposed Lot 1, Block 5 of the previously approved preliminary plat. ANALYSIS: Land Use: The City's Land Use Plan, as included in the Monticello 2040 Comprehensive Plan, directs "Mixed Density Residential" use of the subject site. The "Mixed -Density Residential" designation encourages a wide range of housing types, densities and residential development between 8-25 dwelling units per acre. The Comprehensive Plan also promotes compatible land use relationships and suggests that adjacent land uses may influence appropriate densities. In this regard, the Plan states the following: City Council Agenda: 06/27/2022 The broad density range promotes a wide variety of housing types including small lot single-family, apartments, condominiums, and townhomes. This designation may be allowed in proximity to other medium to high density residential areas, however the nature and concentration of existing residential uses shall be carefully considered to avoid an over concentration of these uses. For example, there may be some locations more appropriate for small -lot single family development, and others where a four- story multi family building is the best choice. This will be determined by the parcel size, surrounding land uses, and the existing form and scale of the neighborhood. In locations where the Mixed -Density Residential designation is applied adjacent to the low-density residential uses, new residential development should be of similar mass, scale and architectural character to existing neighborhoods. Together, Phases 1 and 2 of the project total 162 units, on 16.7 acres of land, a project density of just under 10 units per acre, within the range anticipated by the Comprehensive Plan. PUD Zoning: The project requires a planned unit development (PUD), accomplished by establishment of a PUD Zoning District applicable to the subject site. The PUD accommodates the averaged density between the multi -family and twinhome sites. Specific to the multi -family component of the project, the PUD accommodates the unit square footages within the multi- family building and the parking plan for the site. The overall PUD District zoning was considered as a part of the original twinhome application and was recommended for approval by the Planning Commission. The proposed multi -family building requires a separate development stage PUD consideration under the PUD district. While the project appears to be well-designed and consistent with the City's requirements for PUD consideration, Planning Staff recommends the following to fulfill the purposes of PUD: 1. More extensive landscaping. The current plan establishes an attractive front landscape facing the local roadways but has little or no treatment of the freeway - facing lot area. This space should be addressed as far as opportunities for usable areas, as well as visual impression. 2. The front (north and east) sides of the building include an extensive brick/stone treatment along the based elevation, as well as postwork on the corner architectural feature. No such brickwork is shown on the freeway side, which will be highly exposed. Additional brick/stone on this exposure would support the use of PUD in this area. 3. In addition to the landscaping comments on the freeway side, a continuous accessible path should be considered that would be usable as a pedestrian space, and also for fire protection access. Under the current plan, fire access would City Council Agenda: 06/27/2022 terminate at both building corners, making some firefighting access and operations problematic. This recommendation is subject to the comments of the Fire Chief. 4. Enhanced pedestrian circulation to the south, extending into the twinhome area and to the open spaces reserved at the south end of the development. The pedestrian system should be designed to accommodate extensive use by the independent living seniors populating this project. The preceding items will be discussed in detail in latter sections of this report. Preliminary Plat: Access and Streets. The preliminary plat of County Club Manor First Addition was approved on May 23, 2022 by the City Council. The preliminary plat established the proposed lot for the multi -family building. The plat was reviewed for comment by both MnDOT and Wright County. The comments of both agencies are included for reference. With this application, the applicants' site plan proposes a new access point from 7t" Street specifically for this project. While the property includes access to the new street to the south as well, staff believes that the additional access to 7t" Street will serve the main entrance to the facility, and also accommodate emergency vehicle access more effectively than if the only access were from the new street. This comment is made in concert with the fire access/pathway suggested to circle the west side of the structure noted in this report, with the understanding that the applicant and Fire Chief will continue to evaluate fire access and code requirements. Setbacks. The proposed building meets or exceeds all setbacks that would be applicable in the comparable R-4 zoning district. Those setbacks impose additional requirements for front and side exposures, including limitations on the extent and percentage of paved/parking areas, as well as the setbacks to both building and parking lot spaces. Park Dedication. No new park land is included in the proposed subdivision. The Parks and Recreation Commission has recommended that no land dedication be required as a part of this subdivision. Instead, a cash payment in lieu of land according to the City's schedule would be required. Grading, Drainage and Utilities. Issues related to grading, drainage and utilities are subject to comment and recommendation by the City Engineer. Development Stage PUD: Off -Street Parking. The proposal includes a parking garage below the building living spaces at ground level. The garage contains a total of 62 spaces. The surface parking lot is shown at 100 spaces, a total of 162 spaces overall, or a ratio of approximately 1.6 spaces per unit. City Council Agenda: 06/27/2022 The zoning ordinance allows for a parking ratio of as little 1 space per unit. The R-4 general standards include a requirement for up to 2.25 spaces per unit, with a covered requirement equal to 1 space per unit and a maximum uncovered allowance of no more than 1.1 spaces per unit. Under the PUD, this project falls within the general standard for senior housing but is lower than the R-4 covered space requirement. The building unit allocation includes 24 2 -bedroom units, 70 1 -bedroom units, and 8 studios, a total bedroom count of 126 bedrooms. This yields a parking supply of approximately 1.3 parking spaces per bedroom, which is typically sufficient for general market -rate family apartments. It should be more so for senior apartments as proposed. However, the applicant's request for PUD would include flexibility on the number of covered spaces, which is just under 40% of the total space count. Pedestrian Circulation. The submitted site plan calls for the construction of a 10 -foot -wide bituminous trail within the 7t" Street West right-of-way. Additionally, six -foot -wide concrete sidewalks are proposed along the front of the parking lot area. No direct connections to the sidewalk along Tee Box Trail (the new street, nor the pathway along 7t" Street, are shown on the plan. Staff would encourage a requirement for both connections to facilitate access from this facility to the surrounding pedestrian system. Moreover, no landscape or pedestrian amenities are shown on the west side of the building's open space area. Because additional fire access routing is suggested in this area (due to the lack of turn -around space for vehicles as designed), such a route could be combined with a 12 -foot wide pedestrian loop around the west side of the building, widened in a few locations to provide for fire -fighting equipment as suggested by the fire department. Landscaping. The submitted landscape plan calls for the planting of a significant amount of tree, shrub, and perennial plantings along the north and east sides of the building. However, the west side is notably lacking in any landscaped or open space treatment beyond that shown for foundation planting and along the berm. This space should be significantly enhanced to support the use of PUD in this project, addressing both the opportunities for outdoor use (patio and pedestrian space), as well as attention to noise attenuation for uses in this area. Finish Materials. The proposed plan shows a mix of cultured stone veneer on lower levels of the east and north facing exposures, as well as lapped and panel siding on upper floors. The elevations note fiber -cement trim, but do not appear to reference the siding material. The applicant has verbally indicated that the siding will be fiber cement. Staff recommends fiber cement (or LP composite) siding, notation presuming that this is the intent from the note and verbal comment. City Council Agenda: 06/27/2022 On the rear (west) side, no stone veneer is shown. Staff would recommend additional stone veneer treatment on this side, due to the significant visual exposure of the building to the freeway. Additional roofline variation and/or enhancement of the rear inside building corner to enhance the west view of the building is also recommended. Lighting. A lighting plan has been included in the submitted plan set and appears to be consistent with the City's requirements. Trash/Recycling. It is not clear from the plans whether trash and recycling are intended to be handled in the garage, although space appears to be available for that purposed. No exterior trash handling is shown on the site plan. Staff would recommend the interior trash receptacles, and the plans should be notated to reflect this recommendation. Signage. The applicant has not provided specific monumentation signage at this point. The applicant shall provide all details for any site signage with the Final Stage PUD. Any new signage shall be subject to sign permit. Budget Impact: The applicant provides an escrow to cover the costs of review of the application. II. Staff Workload Impact: City Planner NAC prepared the staff report; their time is coded to the noted escrow. City also staff have time in the review of the application and staff report, estimated at 6 hours. III. Comprehensive Plan Impact: The City's adopted 2040 Comprehensive Plan and its supporting documents, including the 2020 Housing study, provide the basis for the development of the proposed housing. Staff has identified the following Comprehensive Plan Goals and Strategies as supporting the recommendation for approval. • Complete Neighborhoods/Neighborhood Diversity & Life -Cycle Housing: Within the Monticello 2040 Implementation chapter, this goal and policy encourages opportunities for residents to stay in Monticello, with additional options for estate residential, senior living, and other life -cycle options. Also included is a companion strategy small -lot single family homes, neo -traditional housing styles, and cottage homes. ■ Complete Neighborhoods/Locations for Higher Density Housing: The Implementation chapter suggests locating new "higher density housing and mixed-use development in proximity to Downtown where there is good access to parks and open space, proximity to local -serving commercial uses, and proximity to the transportation network. Consider impacts to over concentration of multi -family uses in specific locations." This project is located close to the core of the community and is an ideal location in terms of proximity to amenities and commercial for the targeted senior demographic. City Council Agenda: 06/27/2022 PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the request for Development Stage PUD on June 7, 2022, holding a public hearing on the item. The Commission confirmed the number of one -bedroom units in the building at 70 units, with approximately 1.6 parking spaces per unit. During the public hearing, Brian Nicholson representing Headwaters Development addressed the Commission. He stated that the conditions of approval were acceptable to the developer, with the exception of adjustment to building roofline. He illustrated an elevation perspective from the viewpoint of the interstate and with landscaping to demonstrate the building view. He confirmed that they would work with City staff on the landscaping in the rear and the appropriate width of the trail around the rear side of the building to meet both fire code and landscaping/connectivity recommendations. During the hearing, residents in adjacent neighborhoods inquired as to the required height of tree plantings at the time of construction. Staff confirmed that the conifer plantings proposed would need to be 6' in height at planting. Traffic concerns were again noted, along with water treatment plant capacity. The Commission noted that a traffic study had been included with the application materials and that the engineer's analysis indicates that 7t" Street can serve the traffic demand. The pathway connections required for the development were also noted. Responding to concerns of nearby residents, Mr. Nicholson noted that the majority of construction for the building would take place off site and that the multi -family building, like the twinhome, would be restricted to ages 55+. Following the hearing, the Commission recommended approval of the Development Stage PUD for this portion of the project unanimously. STAFF RECOMMENDED ACTION Planning Staff recommends approval of the Development Stage PUD for Headwaters West, with the conditions noted in Exhibit Z, and as referenced in the accompanying resolution. The project is consistent with the Monticello 2040 land use plan and provides an appropriate level of transition in densities and unit styles for the existing and proposed land uses in the area. The parcel is guided Mixed -Density Residential in the Monticello 2040 Plan. This designation "Applies to areas of the City where mixed housing types and medium to high density housing are appropriate. Housing types could include attached housing such as apartments, townhomes, condominiums and multi -family buildings." With a mix of unit types and a gross density of 10 units/acre, this project is well within the guidance and density allowance. City Council Agenda: 06/27/2022 The project is also consistent with the Monticello 2040 goal encouraging Complete Neighborhoods/Neighborhood Diversity & Life -Cycle Housing, specifically providing for needed senior living. The need for senior housing was identified in the City's 2020 Housing Study. Further, the Implementation chapter of the 2040 Plan suggests locating new "higher density housing and mixed-use development in proximity to Downtown where there is good access to parks and open space, proximity to local -serving commercial uses, and proximity to the transportation network. Consider impacts to over concentration of multi -family uses in specific locations." This project is located close to the core of the community and is an ideal location in terms of proximity to amenities and commercial for the targeted senior demographic. SUPPORTING DATA A. Resolution 2022-71 B. Resolution PC -2022-037, Development Stage PUD C. Aerial Image D. Applicant Narrative E. Civil Plans, dated May 9, 2022, Including: a. Existing Conditions Plan b. Removals Plan c. Civil Site Plan d. Grading Plan e. Utility Plan f. Erosion Control Plan F. Preliminary Plat (previously approved0 G. Building Rendering and Elevation H. Floor Plans I. Landscape Plan J. Lighting Plan K. Traffic Study L. 2020 Housing Study Excerpts M. Monticello 2040 Comp Plan Excerpts N. City Engineer's Letter, dated June 2, 2022 O. MnDOT Letter, dated, April 8, 2022 P. Wright County Letter, dated April 1, 2022 Q. Public Comment Submitted May 31, 2022 R. Letter from City Engineer, dated June 3, 2022 S. Elevations —1-94 View T. Monticello Renderings Revised Z. Conditions of Approval City Council Agenda: 06/27/2022 EXHIBIT Z Conditions of Approval Headwaters West Development Stage PUD (Phase 2, Multiple Family Structure) 1. Additional pedestrian access is provided to include a looped trail around the building (combined with a fire access route as necessary), and direct sidewalk access to both 7tn Street and Tee Box Trail. 2. Additions to the site and landscaping plans, particularly along the west side of the building in accordance with the requirements in this report. 3. Fiber -cement siding as noted in this report shall be used as primary siding finish materials in support of the proposed and recommended stone veneer. 4. Consideration should be given to modifying the building materials to include stone veneer on the west building exposure. 5. Additional roofline variation and/or enhancement of the rear inside building corner to enhance the west view of the building. 6. Individual trash containers shall be stored within the garage. 7. Any new signage shall be subject to review at Final Stage PUD. 8. Compliance with the terms of the City's Engineering Staff letter dated June 2nd, 2022. 9. Compliance with the comments of MnDOT and the Wright County Highway Engineer. (Added condition since Planning Commission meeting). 10. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-71 APPROVAL OF A DEVELOPMENT STAGE PUD FOR A MULTI -FAMILY RESIDENTIAL BUILDING IN THE R-3, MEDIUM DENSITY RESIDENTIAL DISTRICT PID: 155-033-900010 WHEREAS, the applicant proposes a multi -family residential project on the above captioned parcel in the R-3, Medium Density Residential District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use in cooperation with the City of Monticello and its EDA; and WHEREAS, the applicant proposes to develop the property for residential multi- family uses, consistent with the economic development goals of the city for the described property; and WHEREAS, the site is guided for Mixed Density Residential in the City's Comprehensive Plan; and WHEREAS, the site is further being considered for rezoning to PUD, Planned Unit Development District which would control the uses and site development requirements on the property; and WHEREAS, the proposed plat and Development Stage PUD, along with the adjoining two-family home project by the same developer, are consistent with the long-term use and development of the property for mixed density residential uses; and WHEREAS, the Planning Commission held a public hearing on June 7, 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 has recommended approval of the Development Stage PUD; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting proposed buildings to uses and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-71 architecture which are consistent with the goals and objectives of the Monticello Comprehensive Plan. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location, long guided and zoned for residential use. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate appropriate development of the subject property and are consistent with the objectives of the City's Comprehensive Plan through its EDA and other agencies. 5. The PUD flexibility for the project, including managed public street access, structured parking, and affordable senior residential development, are consistent with the intent of the City's economic development objectives, including its recent Housing Study, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Development Stage PUD for the multi -family use on the proposed Lot 1, Block 5 of Country Club Manor subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Additional pedestrian access is provided to include a looped trail around the building (combined with a fire access route as necessary), and direct sidewalk access to both 7th Street and Tee Box Trail. 2. Additions to the site and landscaping plans, particularly along the west side of the building in accordance with the requirements in this report. 3. Fiber -cement siding as noted in this report shall be used as primary siding finish materials in support of the proposed and recommended stone veneer. 4. Consideration should be given to modifying the building materials to include stone veneer on the west building exposure. 5. Additional roofline variation and/or enhancement of the rear inside building corner to enhance the west view of the building. 6. Individual trash containers shall be stored within the garage. 7. Any new signage shall be subject to review at Final Stage PUD. 8. Compliance with the terms of the City's Engineering Staff letter dated June 2nd, 2022. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-71 9. Compliance with the comments of MnDOT and the Wright County Highway Engineer. 10. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 27th day of June 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 PLANNING COMMISSION RESOLUTION NO. PC -2022-037 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PUD FOR A MULTI -FAMILY RESIDENTIAL BUILDING IN THE R-3, MEDIUM DENSITY RESIDENTIAL DISTRICT PID: 155-033-900010 WHEREAS, the applicant proposes a multi -family residential project on the above captioned parcel in the R-3, Medium Density Residential District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use in cooperation with the City of Monticello and its EDA; and WHEREAS, the applicant proposes to develop the property for residential multi -family uses, consistent with the economic development goals of the city for the described property; and WHEREAS, the site is guided for Mixed Density Residential in the City's Comprehensive Plan; and WHEREAS, the site is further being considered for rezoning to PUD, Planned Unit Development District which would control the uses and site development requirements on the property; and WHEREAS, the proposed plat and Development Stage PUD, along with the adjoining two- family home project by the same developer, are consistent with the long-term use and development of the property for mixed density residential uses; and WHEREAS, the Planning Commission held a public hearing on June 7, 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 recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting proposed buildings to uses and architecture which are consistent with the goals and objectives of the Monticello Comprehensive Plan. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-037 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location, long guided and zoned for residential use. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate appropriate development of the subject property and are consistent with the objectives of the City's Comprehensive Plan through its EDA and other agencies. 5. The PUD flexibility for the project, including managed public street access, structured parking, and affordable senior residential development, are consistent with the intent of the City's economic development objectives, including its recent Housing Study, as well as with the intent of the PUD zoning regulations. 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 Development Stage PUD, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Additional pedestrian access is provided to include a looped trail around the building (combined with a fire access route as necessary), and direct sidewalk access to both 7th Street and Tee Box Trail. 2. Additions to the site and landscaping plans, particularly along the west side of the building in accordance with the requirements in this report. 3. Fiber -cement siding as noted in this report shall be used as primary siding finish materials in support of the proposed and recommended stone veneer. 4. Consideration should be given to modifying the building materials to include stone veneer on the west building exposure. 5. Additional roofline variation and/or enhancement of the rear inside building corner to enhance the west view of the building. 6. Individual trash containers shall be stored within the garage. 7. Any new signage shall be subject to review at Final Stage PUD. 8. Compliance with the terms of the City's Engineering Staff letter dated June 01, 2022. 9. Comments and recommendations of other Staff and Planning Commission. 0) CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-037 ADOPTED this 7t" day of June, 2022, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By. Andrew Tapper, Vice- air ATTEST: Angela SCommunity Development Director 3 nnnn + J 4F� PROJECT NARRATIVE Country Club Manor Golf Course Road & 7t" St W, Monticello, Minnesota Project Team Owner / Developer Headwaters Development 6511 Nez Perce Drive Chanhassen, MN 55317 Contact: Mike Hoagberg Phone: 612 723-3330 Email: mhoagberg@headwatersdevelopment.com Civil Engineer Design Tree Engineering & Land Surveying 21308 John Miless Dr, Suite 104 Rogers, MN 55374 Contact: Michael Gerber Phone: (763) 270-6300 Email: mjg@dte-Is.com General Contractor Delta Modular Construction 7730 Laredo Drive, Suite 446 Chanhassen, MN 55317 Contact: Matt Johnson Phone: 612 760-2072 Email: mj@delta-modular.com Landscape Architect Landform Professional Services 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Contact: Josh Popehn Phone: 612-252-9070 Email: jpopehn@landform.net Architect Plunkett Raysich Architects, LLP 209 South Water Street Milwaukee, WI 53204 Contact: Kevin Broich Phone: 414 359-3060 Email: kbroich@prarch.com Structural Engineer GraEF Engineering 120 South Sixth Street, Suite 1220 Minneapolis, MN 55402 Contact: Shawna Kratsch Phone: 763 898-4185 Email: shawna.kratsch@graef-usa.com Traffic Engineer SRF Consulting Group 3701 Wayzata Blvd, Suite 100 Minneapolis, MN 55416 Contact: Brent Clark Phone: 763-267-6618 Email: bclark@srfconsulting.com PROJECT SITE DATA Parcel Basics The existing site is currently an undeveloped, approximately 16.5 acre parcel. The property is adjoined by Interstate 94 to the west, Golf Course Road to the north, a residential neighborhood to the east, and Monticello Auto Service to the south. PROJECT DEVELOPMENT DATA Program The site will be developed through two separate projects. The first project will include development and construction of 30 single -story twin -homes (60 housing units). The second project will be for a multi -family building with approximately 102 units. The community will be age restricted to 55+. The community will provide affordable housing options by offering 40% of its units to seniors which meet affordability requirements. The multi -family building will be located on the west end of the site; the twin homes will be located on the east end of the site. Total planned residential units on site will be approximately 162. The site will also include sidewalks that connect to the central site circulation as well as the public sidewalk along 7t" Street W. This project expects to create more than $28 million of incremental property value on a site that has been owned by the city for many years and has had essentially no market value. This project also allows the city to capture the value of the land over time, which it has been unable to do until now. Affordability One of the principle objectives of this PUD is to provide affordable senior housing to Monticello. By providing this affordable housing option to the residents of Monticello and surrounding communities, this community allows those seniors to stay in the community they've lived for a long time. They are able to move into a more manageable residence and turn their homes over to a younger generation. This in turn, supports future growth for the city. At least 40% of all units will be considered "affordable" based on 60% AMI levels for Wright County. The project took the housing study completed by the City of Monticello in 2020 into consideration when designing the community, unit mix and rental rates. PUD FLEXIBILITY REQUESTS Monticello zoning for the proposed multi -family is an R-3 Medium Density Residential District. The project takes advantage of the polygon lot, placing a 29,000SF (+/-) footprint on the 4.64 - acre (+/-) lot. Sensitivity to site contours, establishing a presence to anchor the corner, and providing appropriate parking with landscaped buffers have been goals of the project. The site plan is designed to encourage a high density, active environment that is achieved through the flexibility a PUD process allows. Open space setbacks from ROW and building setbacks have been maximized, although some remain non -conforming. Parking requirements and height requirements are also non -conforming and benefit from the PUD flexibility. The unit density has been averaged by combining the townhomes and the 55+ multi -family projects. An R3 district limits density to 14 units per gross acre. The 55+ multi -family, on its own, is 102 units on 4.64 acres +/-. A density of 22 units per gross acre. This is consistent with R4 Medium -High Residence District densities. R-3 & R-4, The Zoning Ordinance for 55+ residential multi -family projects in R3 & R4 requires "accommodations to design and density through PUD process only". Lastly, the PUD also helps this development in that the individual lots do not all abut the existing public street. PROJECT DEVELOPMENT SCHEDULE This project is expected to be constructed in phases. The Twin Home portion of the project is expected to begin late Fall of 2022 and complete in Spring of 2023. The Multi -family portion of the project is expected to begin in the Spring of 2023 and conclude in the Fall of 2023. The common spaces and public improvements around each phase are expected to be completed in the same timeframe. C. 7 DEVELOPMENT PUD PLANS HEADWATERS MULTIFAMILY DEVELOPMENT CR 39 CR 39A. � PROPERTY LOCATION MONTICELLO, MN ■ c J � r CITY OF t _ or MONTICELLO '_j f: + r r Tom+ r; . r rr r. } s.• r- - a - r DTXI ill' dt"� L 0. - - ; T tf-WIA r Lf L r�0 t_-� - T RFU E NORTH INDEX OF SHEETS: C001 COVER SHEET C101 EXISTING CONDITIONS PLAN C102 REMOVALS PLAN C201 CIVIL SITE PLAN C301 GRADING PLAN C401 UTILITY PLAN C501 EROSION CONTROL PLAN C601 CIVIL DETAILS C602 CIVIL DETAILS C603 EROSION CONTROL DETAILS PROJECT CONTACTS OWNER HEADWATERS DEVELOPMENT, LLC MICHAEL HOAGBERG 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 EMAIL: mhoagberg@headwatersdevelopment.com CIVIL ENGINEER DESIGN TREE ENGINEERING & LAND SURVEYING MICHAEL J. GERBER 3339 W. ST. GERMAIN STE 250 ST. CLOUD, MN 56301 TEL: 320-227-0203 EMAIL: MJG@dte-Is.com LAND SURVEYOR DESIGN TREE ENGINEERING & LAND SURVEYING JON SCHUETTE 120 17TH AVENUE WEST ALEXANDRIA, MN 56308 TEL: 320-460-7110 EMAIL: JDS@dte-Is.com GENERAL NOTES: 1. TOPOGRAPHIC SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, TOPOGRAPHY WITH SPOT ELEVATIONS AND PHYSICAL FEATURES WAS PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 3339 W. ST. GERMAIN ST. SUITE 250 ST. CLOUD, MN 56301 2. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS COVER SHEET DRAWING NO. EX. CB RIM: 951.88 j=\\ INV: 946.93 —�� --------------EX. SAN MH J / / — — \ — — — RIM: 937.64 — i � — �� INV: 921.44 EX. SAN MH - - —951� i — - -- — — _ /\ / i RIM: 937.44 � � �— _---------- --'� -- � � __--- ---- _--- ---- --- � INV N:920.54 '� ----- 950 ��— _--—————— ------ ----- ----- ----- _—_--------_------ ------ --- INV S:920.49 —T — \ ;:5 O�_0111.. /—OJ/�jDc� ���b1En� OH_ —O— —OHS— �T1E�--��OI OH= =0111` OH= =H� ..�1� �� OHc— OH E m OHO OH€ OHO IE —aF 18 CMP / IX �� '-- OHc OHO — OHE OHF T ply—O� ----- /�� X944 943---------- —� —_-- — _---- _—_-- \ % —� J� --942------ ---� ---- / / \ INV: 934.32— NV: 934.27 — ------ ___—� /� ---941----- ----- ___ —__-- ----- 40 --- --- — — ------------ —___---937 / \\ —\ 00 NOTES: 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 4. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. I Ij V II \ II I \'9 EX. SAN MH RIM: 935.81 I EX. CB EX. STMH RIM: 934.29 RIMINV E:: 934 930 9 1 � INV: 931.39 II LEGEND \ \ ` \ \ \ ` ` �� \\ \ \ \ \ / 935 — _ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ INV W:930.86 I INV 5:930.76 J i \ \ \ \ ` \ \ \ \ ` `\ `\ \\ \ / / \ \ \ EX. CB HYDRANT WOOD FENCET�\ I / i �J \ \ \ \ \ \ \ \ \ \ / \ RIM: 934.24 S\ INV: 93134 SANITARY MANHOLE CHAINLINK FENCE GATE VALVE x WIRE FENCE \ \ \ \ \ \ \ \ \ Gc BENCHMARK #1 POWER POLE —> —STORM SEWER LINE \ \ \ \ `\ \ \ `\ \ \ \ \ \ \\ / \ \ TOP NUT OF HYDRANT ELEV:936.97 LIGHT POLE SANITARY SEWER LINE ❑ CATCH BASIN WATERMAIN SIGN OHS OVERHEAD ELECTRIC \ EX. SAN MH I * — RIM: 934.83 � ��UNDERGROUNDTELEPHONE \\\\ \\ \\ \\ \\ \\ `\ \\ I \ \ �� I INV: 918.92 DECIDUOUS TREE \ \ \ \ \ \ \ \ \, \ \ \ \ \ \ \ #J* F� UNDERGROUND FIBER \ \ \ \ \ \ \ \ \ \ \ \ I \ % CONIFEROUS TREE UGUNDERGROUND ELECTRIC GA3UNDERGROUND GAS LINE = SHRUB \\\`\ \ \ \ \ \ \ \ UC TIONLIMI��T_�� CONCRETE PAVEMENT \ \ \ \ `\ ` \ \� \ E PROJECT CON:) ONwo � I \ �► \ r\ \ �S; \ _ \ - \ ® PEDESTAL T NHOM _ I \ \ BITUMINOUS PAVEMENT —g34 GUY WIRE \ \ \ \ \ y 33 \ U � AGGREGATE SURFACING \ \ \ \ \ \ \ \ \ \ \� \ � \\\\\ \ \ \\\ \ I\ \ 932 \ \ 7 BOLLARD LANDSCAPING \ \ \ \ \ \ \ \ \ \ \ \ \ \ yJ` © POWER BOX BUILDING `VA A� A V `\ `\ ��� ` 930 / \ T ELECTRIC METER \ \ MONITORING WELL 0 SANITARY SEWER CLEANOUTco \ \ I \ \ \ DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. PRINTED NAME: MICHAEL]. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS EXISTING CONDITIONS DRAWING NO. C101 --------------- ----�951� / -- ----- --- 950 —--------- --- --- _ --- --- — — — --------- — — —T--'----�/�-- ----------__---- � � __-----_-------____------_ Dc� —'7bIE OHF-�--011 OHc �T1E�--�O OH€ —0111` OHS OR€ OHE OHE- OHE- OHS IES -SFE /Oj ��C'J _ i� OH= —�OiIE OHE —OHE OHF— ..lid OH€— — _9H`_-_—OHE T OHE m e� //✓ — — — — — — — — — — — — — — — — _ — — _ — — / / — — — OH ol�—_--- /944 943---------- —� --- --- ------ ----- % —� -� - I oviE� 942--- ---- r --- ----- ---- / / \ v 941— - -------------- ---__/ — — 940 3g —___—_----------- - — 1 — --- ---_— g-938937 —D, ------ v - / \ f / v 1 / 5 /X /\ \ 1 - 9`10 \ \ \ \ \ \ \ \ 2 / ;n )QK4 \\ \ \ 9��\\ \ \ \ \ - \\\\ 2 \\ 1 \ \ 935 \\ \ \ \ \ \ \ \9\ \\\ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \\ \\ \ \ \ \ REMOVALS LEGEND = CURB REMOVAL \\\\ \ \ \\ \\ \\\\ \\\\\\\ \I I \\ \\ = BITUMINOUS PAVEMENT REMOVAL \ \ \ \ \ \ \ \ \ 1 \ = CONCRETE REMOVAL \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ I \ \ = REMOVAL ITEM X = TREE REMOVAL \ \ \ I \ KEY NOTES: \\\\ \ \ \ \ \ \ 934 \ OSAWCUT EXISTING BITUMINOUS PAVEMENT \ \ \ \ \ \ \ \�\ \ \ \ \ \ \ / 933 \ \\ 93 932 2 SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ A \ \ \ O 3� REMOVE EXISTING BITUMINOUS PAVEMENT / 4O REMOVE EXISTING CURB & GUTTER NOTES: 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST EXPANSION JOINTS. 4. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 5. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 8. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 9. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. O5 BILLBOARDS TO BE REMOVED BY OTHERS \ \ \ \ 5 0' 30' 60' V A V A V A I \ \ Gc \ I � \ \ GO a\ DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. PRINTED NAME: MICHAEL]. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS REMOVALS PLAN DRAWING NO. C102 COUNTY HIGHWAY 39 Ee -- OHE —OHE — — OHF— OI IF- --OHE 1. '-F'8 OH€ OHE OHe -OHE- OHE-OHL- - OHF- OIIE OHe OH@ OHE OHE OH€ OHE —OHS S OIIF -OHE -OHE -OHE OH CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR VIOLATES THE COPYRIGHT LAWS OF THE UNITED o 3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN PROJECT NO.: 00021063 COLOR. 5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, AND SYMBOL 05/20/2022 SHALL BE PAINTED IN ACCORDANCE WITH LOCAL AUTHORITY C) a REQUIREMENTS. 6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7. 32 \ R3g0 8. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED �s00 CD �a 95�0 \ o ,q- �: N 0 o R X000 X00 " M 'QsN o� \ — rn O0 ��� \ _ o a o M 4 ui 4 32 \ 1O \ 5.00 6.00 4 'P s 00 \ 137.73 \ ' �. 10 RZS 00 \ 19NO — �I 15.00 \ o I / \� NQS N PROPOSED BUILDING 1 \ '00 — FFE=939.00 ' p N - � � 8 \ 7 0 0 � q0 3 00 \ S00 d• 3 y 6 4 Q 7 �. \ O 0 .Q C \ 6 �- o 0 124.03 \ 3 7 \ 1$• p0 24.0o \ \ 4 \ o \ � o 18 RS �' 00 \ 18 24 p0 \ PROPOSED SITE LEGEND KEY NOTES: \ LIGHT DUTY BITUMINOUS PAVEMENT \ 24.00 Ol BITUMINOUS STREET REPAIR \ ���7 -3 45.00 `--' � ® HEAVY DUTY BITUMINOUS PAVEMENT \ T o0 d , O2 B612 CURB &GUTTER o 1QS00 �o' CONCRETE PAVEMENT \ O3 ADA PEDESTRIAN RAMP \ N CONCRETE SIDEWALK J_ CURB AND GUTTER O4 CONCRETE SIDEWALK \ 7 TIPPED CURB AND GUTTER 00 O CONCRETE PATIO \ o RETAINING WALL \ O"ACCESSIBLE PARKING" SIGN &POST CHAINLINK FENCE \ 13 WOOD/VINYL (PRIVACY) FENCE O "NO PARKING" SIGN & POST \ TRAFFIC CONTROL SIGNAGE O "STOP" SIGN & POST \ PAINTED DIRECTIONAL ARROW \ O INFILTRATION BASIN \ 9 PAINTED ACCESSIBLE PARKING SYMBOL \ 10 MONUMENT SIGN (LOCATION TO BE FINALIZED DURING PERMITTING) \ \ \ 0' 30' 60' \ RrsoO NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, WITHOUT THE PERMISSION OF DESIGN TREE EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS PROPRIETARY AND CONFIDENTIAL INFORMATION OF OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR VIOLATES THE COPYRIGHT LAWS OF THE UNITED TO CONSTRUCTION. 3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN PROJECT NO.: 00021063 COLOR. 5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, AND SYMBOL 05/20/2022 SHALL BE PAINTED IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. 6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. PARKING INFORMATION INTERIOR PARKING STALLS 58 STALLS INTERIOR ACCESSIBLE STALLS 4 STALLS I TOTAL INTERIOR STALLS 62 STALLS EXTERIOR PARKING STALLS 96 STALLS EXTERIOR ACCESSIBLE STALLS 4 STALLS I TOTAL EXTERIOR STALLS 100 STALLS TOTAL STALLS 162 STALLS I 01 1 ti i i i i i \ O o0 � w G k%l IN DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. X�44 zwzlc__ PRINTED NAME: MICHAEL]. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 05/20/2022 PUD DEVELOPMENT PLANS CIVIL SITE PLAN DRAWING NO. C201 i 71 ------951' / -- -- -----_----- � -- � _ - - - - --- --- �� �b� , '------ --- ----- - ------ -- - OH OI'IE- - _ - OH` r OHE OiiE / �� Dc -�-- OHS- �T1E O OHE -OH& - OHE -OHE OHE \ / /�j �c `� i� OH€ -OHE OHF- ..�1� OHE- _9H` - -OHE T OHE OHE OH€ m H � �� 944------------ \- - - - ------ � � ----- ----- ----- / /----___� -O _- - X943-------- - -- -- --- ----- 01 - ---- ---- ��\ �/ / -42-9 ---- -- -- _ - ---- - - ---- - -- - -- - 941 � - - - - - i 940 39 - 937 936 _ -- 938 936 \ - -9 - 936.78 - 937 936.78 937.50 \ �� + ----- - -- -- -- _---- 936.93 g3 37.03 936.87 936.97 936 1 I 936.93 \ \ 91 \ \ \ \ \ \ \ +<J1,� II 937.75 I \ - \\ I . I 937.496 937.84 937609 � / 937.65 938.00 1H93 93 I 3 7i.4 6 937.35 93810 938.10 937.49 VA V A \ \ I 937.56 937 43 \ \ 4 l l 9 �' / 937.28 913,>\ \ \ \ \ \ 938.08 _ 938.56 vv \\ \ \ \ \ UQ� 938.87 937.14 J \ V A R A \ A c9 PROPOSED BUILDING 938.51 - I FFE=939.00 938.10 � 937.04 \ \ \ \ \\ \\ \ 9Q\ 937.7AII 38.17 936.62 \\ \ \ \9 \ \ 937.95 \ \ \A\ \ �► 936.79 .,5. \\ \ \ \\ \ \ 5 936.79 936.52 .Q 936.71 \A \ V A \ 937.58 \ \ V A 938 6 i 5 \\ \ \ \ \ \ 937.0 \ \ \ \AVAVA\ V A \\\\\\\ \ 931 5 - - \ \\\ \ \\ \ \ GRADING LEGEND \ \\ \ \ \ \ \ \\ \\ \\ / 0 935 - _ \ 938.10 = EXISTING MAJOR CONTOUR = EXISTING MINOR CONTOUR - - -100 - - - = EXISTING CONTOUR LABEL \ \ = PROPOSED MAJOR CONTOUR \ V A \ \ \ \ \ \\ \ \ (9 \ \ \ V 935.97 = PROPOSED MINOR CONTOUR\ \ \ \ \ \ \ \ \ 937.33 937.25 936.( 100 =PROPOSED CONTOUR LABEL V A �Q \ - 937.53 V '9 = EXISTING SPOT ELEVATION* \ \ V \ 9 \ \ 938.78 937.01 � \ r xxxx = PROPOSED SPOT ELEVATION* \ \ \ \ \ \ \ �� \ I o 938.39 \ � � � \ �'., M �� \ \ 938 °' 936.53 *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER \ \ \ \ \ 6' \ \ \ REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. V A V A \ V I A \� 937.04 935.79 KEY NOTES: 1 MATCH INTO EXISTING BITUMINOUS PAVEMENT \ \ \ \ \ \ \ \ \ \ 9�� 936 I 2 934 MATCH INTO EXISTING CURB & GUTTER g33 9 \ \ \A A \ \ \ 3 \ MATCH INTO LIP OF EXISTING CURB & GUTTER \ V A \ A \ \ \ \ \ 932 4 GRADE BREAK \ ADA PEDESTRIAN RAMP \ CONSTRUCT 4' CURB CUT 0' 30' 60' \\\\ \ \\ \\ \ \ \ 1 \\ \ \ \ \ \\ \ \ OH V - - _ 1 1 / v / c I / �6. II 3 II V I I I 36.74 I 936.04 _ I I M \ / 1 2 \ 935.71 14 35.48 934.97\ , 935.04 NOTES: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2. SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. 3. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% CROSS SLOPE IN SIDEWALK AREAS. 4. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. 5. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. 6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 7. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 11. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 12. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. I 01 I I I II I I I i J I I BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 c\ \ II I DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. PRINTED NAME: MICHAEL]. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 05/20/2022 PUD DEVELOPMENT PLANS GRADING PLAN DRAWING NO. C301 EXCB RIM: 951.88 INV: 946.93 - - \ `3OHE- -OHE- -OHE OHC OHC OHS OHS OHS OHS OHE ��^-�`� OHS OHE UHL O' IE OHS OHE SONE OHL - OHS UIIE -OHE _ _ OHE OHE CATCH BASIN -1 RIM:936.78 \ INV:933.75 + \ 94 LF - 12" STORM \\ SEWER @ 0.50% 368 LF - 6" C900 + \ @8' MIN. BURY \ 45° BEND 6" HYDRANT \ ASSEMBLY \ STORM MANHOLE -3 RIM:938.32 INV:933.28 \ PROPOSED BUILDING 55 LF\ 12" STORM - � FFE=939.00 SEWEfZ@ 0.50% 8" CLEANOUT STORM MANHOLE -2 42 LF 8 C900 @8 MIN. BURY RIM:937.77 8" GATE VALVE & BOX INV:933.00 \ \ \ \ 200 LF - 12" STORM \ SEWER @ 0.50% \ \ \ \ UTILITY LEGEND \ STORM MANHOLE -1 \ RIM:936.00 \ INV:932.00 = EXISTING HYDRANT $ = PROPOSED HYDRANT \ \ = EXISTING CURB STOP e = PROPOSED CURB STOP \ = EXISTING GATE VALVE H = PROPOSED GATE VALVE \ \ O = EXISTING SANITARY MANHOLE• = PROPOSED SANITARY MANHOLE \ 200 LF - 12" STORM SEWER @ 0.50% \ o = EXISTING CLEANOUT = PROPOSED CLEANOUT \ \ C = EXISTING STORM MANHOLE • = PROPOSED STORM MANHOLE \ ❑ = EXISTING CATCH BASIN ® = PROPOSED CATCH BASIN \ \ -1 = EXISTING CULVERT APRON 1 = PROPOSED CULVERT APRON \ \ = EXISTING WATER LINE I = PROPOSED WATER LINE \ \ = EXISTING SANITARY LINE = PROPOSED SANITARY LINE \ \ 12" APRON ' = EXISTING STORM LINE = PROPOSED STORM LINE INV:931.00 \ \ \ \ \ 0' 30' 60' \ - -OHE-- -.--OHE -OHE Pi m CATCH BASIN -2 RIM:936.78 INV:933.41 Val- � W, .000 11m EX. SAN MH RIM: 937.64 INV: 921.44 EX. SAN MH RIM: 937.44 INV N:920.54 INV S: 920.49 18" INV: 934_32--" INV:934.27- 0 v � V I 172 LF - 12" STORM - - SEWER @ 0.50% V - SAN MH N 22.50 BEND RIM:936.52 si \� INV: 919.93 (FIELD VERIFY) �> 11.250 BEND 11 uii 911 176 LF - 8" SCH 40 PVC @2.00% MIN. 8"x8" TEE 8"x8" REDUCER 278 LF - 8" C900 @8' MIN. BURY 6" HYDRANT-` ASSEMBLY 22.5° BEND 38 LF - 18" STORM SEWER @ 0.50% 18" APRON INV:931.00 CATCH BASIN -3 RIM:936.04 INV:932.55 EX. SAN MH \ RIM: 935.81 173 LF - 15" STORM SEWER @ 0.50% EX. STMH RIM: 934.91 INV E:930.96 INV W:930.86 INV 5:930.76 EX. CB RIM: 934.24 N V: 931.34 -CATCH BASIN -4 RIM:935.71 INV:931.68 98 LF - 18" STORM SEWER @ 0.50% CATCH BASIN -5 NOTES: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN USE BY THE HOLDER OR DISCLOSURE TO OTHERS ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ ENGINEERING INC. IS PROHIBITED. IT CONTAINS OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING DESIGN TREE ENGINEERING INC. REPRODUCTION OF LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN ERMISSION OF DESIGN TREE ENGINEERING INC. OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND CHECKED BY: JEA ELECTRICAL CONTRACTORS. / DATE 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF 2 "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE ° RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5. SEE WATER DETAILS FOR ADDITIONAL INFORMATION. 6. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 7. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FOR UNIT'S CONNECTION. 8. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. 9. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. I 10. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. 11. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 12. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 13. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 14. ALL IMPROVEMENTS SHALL REMAIN VISIBLE FOR INSPECTION . 15. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. 00 J� EX. CB RIM: 934.29 INV: 931.39 ti i Gc � BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 Gc \ Gc�\ EX. SAN MH v i RIM: 934.83 INV: 918.92 �c R RIM.934.49 - INV:931.19 CONNECT TO 8" WATERMAIN STUB I °c a i �c I DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. zwzlc__ 'X�44 PRINTED NAME: MICHAEL]. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 05/20/2022 PUD DEVELOPMENT PLANS UTILITY PLAN DRAWING NO. C401 -------------- / / J / — — — — OHE- -- OHE -,r — —OHS — — — —OH �— — O — — — — ' OHL .�€ - — — /— -/` T OHE OH r OH€ OHS IOE - -6F �i----------- ---� �- ---------_-_----- l -� � _------_ _---- - �� / w - 93� —w 937ww936 w \wwwwwwwwwww www� wwwwwwwwww w937 l w—w w w w 3 \�\ \ + wwwww wwwwwwwwwwwwwwwwwww/wwwwwwwwwww,�ww I wwww �wwwwwwwwwwwwwwwww � � l \\ \ w w w w w w w w w wlw w w w w w c;)w 1 / w w w w w www 938 \ — —J // w ww — wwwww wwwwwwwwwwwww \ l 00 Q3`b \\\ \\ \\ w w w w w w 00 wwwwwwwwwwwwwwwwwwwwwwww wwwwwwwwwwwwwwwwwww w w w w w w w w w w w w w w w w w \\� \ \\ \ ♦ w `o- wwww w w ww w w w W w w W w w w w w w w w W w w w W w w W w w w w w W w :"\•' w wl w ww w w w w / \ '� w \ \ wwwwwww y w www w wwww \ VAS A \ ��w �w w w w w w w �� � � ..•� / w w w w w w w w vvvv � v vv ���ww �� ww�w�w�w� _ . •.:�ww�w�w� �;w wwww�w� PROPOSED BUILDING FFE=939.00 h\ • v vvvv v ,www�� w w w♦ w NOTES: 1. ALL DISTURBED AREAS SHALL BE FINAL GRADED AND PERMANENTLY STABILIZED WITH THE SEED MIX IDENTIFIED ON PLANS. 2. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. 3. INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY. 4. PROVIDE SILT FENCE PERIMETER CONTROL DOWN GRADIENT OF ALL CONSTRUCTION ACTIVITY AND TEMPORARY STOCKPILES. 5. TEMPORARY STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 6. NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. 7. REFER TO THE SWPPP AND THE CITY OF MONTICELLO EROSION CONTROL REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING. 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9. WHEN INSTALLING END -OF -LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 11. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. v` vvv ww�wwww�w�wwww�w�www ���" w � l �\\��,\\\ wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww � �.�.�.: " � �� �� �w w wwwwwwwwww w ' \ �`;��\\`\ � �wWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW a."..�' � ..,�tl.."."_ � www wWwWwWwWw w /, \\`�� \`, w� wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww � :� •. .. ..�. w � 1 wwwwwwwww wr \ I 4 \ `\ \\ \\\ w - 1 w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w wJ�iD.iw w w w w w w w w w w w w w w w w w w w w w w . .. •• • .. w �� w 9 � w w w w w w w� w w w \ I 00 \ \\\\\ wl \\w ww \w wwWwwwwwwwwwWwwwWw93,w wwwwwwwwwwwwwwwwwwWwwwwwwwwwwww wwwWwwwwwww w wwww wwwwwW \ ;w \`\\\\\ � � w �\wwWwWwWwWwwwWwwwWwWwwww wwWwWwWwWwWwWwwwWwWwWwWwWwWw WwwwWwWwWwW , ywW �WwWw wwWwwwy \\\��,� ��WwWwWwWwWwWwWwWwWwWwWww w wwWwWwWwWwWwWwWwWwWwWwW wWwWwWwWwWww � �ww wWwW WwWwWw \� \\\;\\� w\ w�\ w,\Ww w,w wwWwWwWwWwWwWwWwWwWwWw � wwWwWwWwWwWwWwWwWwWw wwWwWwWwWwWw ,1 ww wwWww WwWwWwW \\ \\ \� , \ ww w\w ww w �w yw ywWw ywWw yw yw ywywww wy �; w yw yw yw ywWw yw yw yw Ww ywWw yw ywww �w yw w yw ywWwy \\ \\ \ \ \www\ �w w\ w� w w wwwwwwwwwwwww� ww w \wwwwwwwwwwwwwwwww wwwwww ww/ww w M www wwwwwwww w \\\ \ \ \ \ w\w\ \\ww � wwwwwwwwwwwwwww\wwwwwww�www wwwwwwww w -� w www/wwwww w � ww w wwwwwwww \ \\\\ w w wwwwww ww wwwww '� wwwwww w wwwww \ \ \\\ �� \ w \ w �w \� wwwwwwwwwwww ��\wwwww wwwwwww w�!www wwwwwwwwwwwww ww w � �wwwwwwwwwww \ wWA w w w w w w w w w w wwwwwwwwwwww ,wwwwM \ \`� � \ \ `�� �\w� w `\w �� wwWwWwWwWwW�wwWwW�w wwW � ww w w �,wWwWwWwWwWwWw / w w w w W� wWwWwWwWwW � \\ \ w � � wwwwwwww � wwwww\ w w,wwwwwwwwwww wwwwwwwwwwwww www w ww wwwwwww `�\\\\ w�\��W �w waw wwww�www�ww wwwwww wwwwwww w w ww\wwwww `\\\\\ \ �w\ w\� www\wwww wwwww wwwwwww,�w w w ww �w-�ww `\``\\ `` w\� `\w�\Ww www�WwWwWwWw wWwWwWwWw WwWwWwWww/ wWw w WwWwWwWwWwWwWwWWw w\wwwwwwwwww wwwwwwww wwwwww/ wwwwww w w ww wwwwwwwwwwwwwwww \\\\\ \ \w ,�gQ w� \ \w ww W= W w w wwwww www/ wwwwwwwww wwww ww ww wwwwwwwwwwwWw \\\\ ♦ w� \ w \ w w w w w� W w w w w w w w w w w w w w w w w w w w w w w w w w9w w w w w w�w w w wWlw w w w w w w '%%% WwWwWw �wWwWw Ww WwWwWwWwWwW wwwwwwWwW wWww w w wWw Cwwww I I � I � I \ I o� I �\ I I� I � � I I I I I BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 � \ I ``��\ ♦� vw\w �w�, w ��www Lo. EROSION CONTROL QUANTITIES: \\\\\\ \ww \www \\w STABILIZED CONSTRUCTION EXIT (2 EA) A\ V A w \w \ w \w \w w w w w w w w w w w w w w \ — v`vv� — SILT FENCE (1,850 LF) \ \ \ w \w \w \w w \w w w w w w w w w MNDOT SEED MIX 25-151 (2.5 AC) \ \ \ \ \ w \ w\ w\ w w� w w w w w%%%% 1 934 w INLET PROTECTION (6 EA) \ \ \ \ ♦ w \ W` \ w� w w \ 933 w NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING PURPOSES. 0' 30' 60' \ \ \ \ \ 07 \ \ \ \ N DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 05/20/2022 PUD DEVELOPMENT PLANS EROSION CONTROL PLAN DRAWING NO. C501 DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPM ENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE - - WNORM SADDLE 1 05/09/2022 PUD DEVELOPMENT PLANS USE NEENAH R --1642-A FOR LOW PROFILE APPLICATIONS USE NELNAH R1755 -G FOR WATERTIGHT APPLICATIONS LETTERING 10 READ'. STORM SEWER l'- D" OR 5'iN BACK OF CURB SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. IF CONCRETE WALN OR BRESENT PATH ARE HYDRAFMDER PRESENT NEENAH R-1642 WITH FLAG IYATEROTIS MOIL 57 .DRAW TVPE F, MACHINES G ON R TAG TOL BE INSTALLED OUT OF ON PUMPER CONN. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) BEARINCUD EQUAL TOP OF PROPOSED SUBGRABE wI AK CUISTIFIG OR STREET CONFORMING 70 ALL OSHA REGULATIONS AND SPACED 18' OC. .q�C FF FLANGE � BREAKOFF FLANGE DDRB OR CANTER LINE 1i LI (j 1' TO 2' MAXIMUM SHE TOP 3' SHN.L BE COMPACTED AT A OF 1009 STANDARD SANITARY SEWER ABOVE BURY LINE (FINISHED GRADE) GRADE 4. �I I MIN PE PROCTOR DENSITY (MN/DOT 2105) - VALVE BOM AS WATEkMAI STANDARD MANHOLE �FlN35HED SPECIFIED FRAME AND COVER A MAX OF 2' LIFTS TO BE WETTED CONCEALED PICKH ALES (2) AND CONSOLIDATED BY VIBRATORY NS7AND TO A MIN GROUTING BETWEEN PIPE AMC ADJUSTING RINGS OF STANDARDDP OGA DENSITY (MN/DOT 2105) MANHOLE BARREL SHALL BE MIN +' - MAX 12" WITH NON -SHRINKING CEMENT 27- �, WHH E1cTERNAL OR REPEAT DPPOSIrE SIDE EXCEPT FOR LETTERING STORM SEWER 2 LAYERS OE a 2'- 6' AS REQUIRED 10' INTERNAL CHHIMNEY SEAL 4' COVER COMPACTED TO $5% OF GRANULAR KF1LL POLY {4 miQ w TYPICAL USE R-2 JOINT FOR WITHOUT STANDARD PROCTOR ROLLER THE USE OF HEAVY ROLLER EOWPMENT 3' DAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH :� 1/4 "STEEL VALVE Btlx ADAPTOR ALE. MANHOLE JOINT$ 7/2 OD A MINIMUM OF 1 C.Y. OF I x WITH PRQTEC7NE COATING A$ 9 BARREL TO CONFORM 25 3/4•, 1-7/2' CLEAR STONE RE MANUFAR VED BY ADAPTOR INC. h I OR APPROVED EQUAL TO ASTM G-478 I/2 $ -NATIVE SOIL MEGALUG MEGuuG LATEST REVISfON 7" InTM CONCRETE BOODLE SANITARY SEWER 48" DA SURFACE GRANULAR BEDDING AS PEA MN/DOT 31 A4.2F T/2 DD 6" MIN fi" MIN. M B TO BE MACHINE)- 24" - �� `\ 1 28 1 f2 '• - VARIES GATE VALVE TEE 3G" GRpNVLAR FOUNDATION WHERE ORDERED BY THE ENGINEER COMPPCTEO RACKFILL 1.0' 1:0' THRUST MEGALUC RLCCKING BEHIND SEOCRING HTDRANT GATE THRUST • PRECAST CONCRETE BASE VALVE BLOCKING VALVE A5 SPECIFIED (13. 13'. a"I BEHIND TEE SHOVEL PLACE, AND HAND COMPACT AROUND, PIPE 70 VARIES 12" ABOVE PIPE, VIBRATORY COMPACTION REQUIRED EACH soi:.or PIPE. AS DIRECTED BY THE ENGINEER. COVER FRAME NOTE: TO BE CONSTRUCTED IN LOCATIONS WHERE VERTICAL CLEARANCES OF 1S' MIN, CANNOT BE MNNTAINED. Title: Cone Section, Casting Steps, Plate Library A:Standardy and Adjusting Rings Title: Standard Frame Standard Plate Library y and Covery Title: Plate Librar Typical Trench Compaction and Class B Beddin A:Standard Title: Typical Concrete Standard Plate Librar y Saddle Title' Standard Plate Library Typical Hydrant Cit Installation y of Monticello City of Monticello Date: Plate No. 03-05 City of Monticello Date: Plate No. 03-05 City of Monticello Dote: Plate No. 03-05 City of Monticello Date: Plate Na. Date: 03_05 Plate No _ an 1 V Revised: 0 0 Revised: 002 Revised: � 007 Revised: OOH Revised:03-17 03-15 03-15 03-15 03-15 EXISTING (OR FINISHED) GRADE PLUGGED ENO 4'' Z NOTES' I. RE -USE EMSNNG AIR' BLEED LINES AND PLUGS I" CORPORATION STOP ON PROPOSED -STUBS. INSTALLATION TO BE MADE AT STEEL T=STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2' REFLECTCRIZED TAPE (ENC4NEER GRADE) AT THE TOP OF THE MOST TO PARKSTAL CVRD $TOP, TT BE INSTALLED AT NO ADD17IONAL COMPENSATION. FURNISH NEW GASKETS WHERE REQUIRED. THE TIME OF CURB STOP INSTALLATION (INCIDENTAL) 2 NEW UNE$ WILL BE PAID FOR AT UNIT PRICE BID FOR 1" COPPER AND I' CORPORATION STOP. ALL OTHER WATERMAN WORK 70 BE INCIDENTAL TO THE PR(XfECT, 1' COPPER CONCRETE OR PLUGGED END AIR BLEED DETAIL GRASSY ME0. BITUMINOUS SURFACE I h� 7w 5� F MECALUG MEGALUG - r WRAF PLUG WHH 4 MIL POLY 8'WIDE - 4iRICK 8'x 4' x 4- THICK LE55 THAN 5' LESS THAN 6' �i 4' a q p� 4. jff STEEL 7-S7Yi.E FENCE POST PLANTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK T(I INSTALLED AT THE TIME OF VALVE BOX STREET s a. AS REOUfRE6 AS REOU]RED G OUNf] UNE GROUND LINE 11'- 0" 11'- 0" IVALVENSTALLATIONCI INSTALLATION (INCIDENTAL) a PROPOSED STORM SEWER PLUG NOTE: F GATE VALVE Di ARE EXTENDED, THERE GROUND LINE - SHALL BE A GATE VALVE NUT EXTENSION TO 7.5' OF LVEFINISHED GRADE AND ATTACHED TO THE TO THE GATE VALVE NUT 8'N 12' tNGUUTIDN AT PIPE CROSSING 8'x 20' INSULATION FOR BOX 2' TEE AND BEND BEND PLUG I SEE PLATE 2OC6 45' 8EN0G FOR DETAUS (TYPICAL) MEGALUG\ MECALUG CURB BOX WITH 1'- t I/4 ' STUJDPIPE AND STATIONARY ROD 7'- 6" MIN COVER \ MEGALUG NO?E3: 2' 6' MEGALUG 1 CORP. COCK I. THRUST BLOCKING TO BE USED FOR BEND 22 1/T AND PIPE SIZE DEARING AREA YALYf Mx I2' OVER. WAILRMNN I VARIES 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 6" 4.0 :O F7 WORKING PRESSURES ARE LESS THAN 150 PSI, IO - 12 IED 54 Fr FIT 3. THRUST BLOCKS BEARING AREA TO BE POURED I6 20A BO FT AGAINST UNDISTURBED SOIL. 1/2" RUB2ER CASKET INSI)MLEO BETWEEN THE GATE VALVE AND MIN 7S COVER (UNLESS GATE VALVE ADAPTOR I OTHERWISE NOTED} r IT- ~ 1" DODDER 1" COPPER BRICK BRICK WATERMI 4" X 8' % 2" a^ % 8' x 2' 4. POURED CONCRETE THRUST BLOCKING SHALL BE USED FOR 12' OR LARGER DIAMETER WATERM4IN 1/i" STEEL VALVE 60% ADAPTOR STYROFOAM HI -35 BRAND p p LASTIC FOAM OR APPR0VT9 20 CAP CURB STOP WITH BLANK SLUG (TYPICAL) SEE SPEC. NOTE! ATTACH SHUT OF ROD TO CURB STOP 4. ALL PIPE JOINTS WITHIN 10 FT. OF BEND SHALL BE BESTOWED USING TIE RODS W1TH PROTECTIVE COATING AS 1/2 CU. YD. GRAVEL I MANUFACTURED BY ADAPTOR INC. EQUAL ll�R 3" �a. OR APPROVED ECUAL ROTE; STAGGER SHEETS 4' LENGTH WISE AND 2' WIDTH WISE ALL PIPE JOINTS WITHIN 10' OF A BEND $IWC,{, BE RESTRAINED ICI TIE RODS, WATERMAIN ' GATE VALVE WAIERMAIN VALUE BOX INSTALLATION NOTE: INSUUNON REQUIRED FOR WATERMAIN WITH LESS THAN 5' LOVER IN CRASSY AREAS AND 5' COVER UNDER PAVED SURFACES. Tule: Blocking for Standard Plate Library Watermain City of Monticello ate: 03-05 plate Na. Title: Air Bleed Detail And Standard Plate Library Valve Box Installation City of Monticello Date: Plate Title: Insulation AStandard Plate Library Detail Cit of Monticello Date: Plaie y Title: :Standard Plate Librar Watermain Offset y ity of Monticello Date: Plate No 03-05 Title: Typical Water ypy Standard Plate Library Service Cit y a€Monticello Date: plate 2002 N°' 03-05 Na. 03-05 005 No. 03-05 Revlsed:03-17 2003 2004 2004 Revieed:03-17 2006 Revised: 03-15 Revised: Revised: 03-15 CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETEX OR APPROVED EQUAL' STANDARD MANHOLE FRAME AND COYER GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT C. CASTING ADJUSTING RINGS 4" MIN - 12" MAX STANDARD FRAME COVER J/ L /J/J/J/J/j/f A A ALL MANHOLES WITH - ADJUSTING RINGS ASIDE DROP SECTION MIN 4` -MAX 12" SHALL BE 5 DIA (I,D:) " INSTALLNFRA SHIELD (QR APPROVED EOUAL) ROADWAY SURFACE 35 I/+ 43" M 35-I.43" TIES REQUIRED TO Cul EXTERNAL CHIMNEY SEALCLEAN SEE MODOT STANDARD PLATE 4020 CURB TIN ME ANSCURB BoxFOR COVER REQUIREMENTS 0. R USE 4" OR 5" CISP PLUG AND CAP, TOP TO BE 1/2 " BELOW FINISHED GRACE WALL CONS?RUCTION SHALL BE CLASS R PRECAST PIAE, EXCEPT 48' IIA MAY BE $. FINISHED GRADE ASTM C 478 CONCRETE PIPE, SEE MUCCI STANDARD MANHOLE SECTION r0 BE = 6" CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP o CONCRETE OR 60TTOM OF iH35 SECTION). CAST -IN-PLACE PLAN ASTM C -+7B cTAGS II CIRCULAR REINFF CONCRETE OR MASONRY CONSTRUCTION 4' TO 10" S (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED T REYIFON FATESS 0 6Y ENGINEER CASnNc To RE SET 0.10' PLAN CONCRETE DOGHOUSE REDUIREO ON 4' CONCRETE COLLAR ALL s10RIA SEWER CASTING ELEVAnON5 BELOW GLITTER ELEVATION USE R-2 JOINY FOR OUTSIDE AND INSIDE OF STRUCTURE z AND PIPE CONNECTION INSTALL INFRA SHIELD SHOWN ON THE PUNS HAVE BEEN DEPRESSED 0 -Tb' BELOW GUTTER OR APP EQUAL) ELEVATION EE DETAIL 5003 - (( (S ) INSTALL INFRA SHIELD CURD INLET FRAME AND CURB BOH (OR APPROVED EOLAL) STANDARD CA$nNG - NEENAH R -3067-V XT £ LTiM°1 CHIMNEY SEAL ALL MANHOLE JOINTS - ;- STEPS Al - Al 5" PVC RISER FOR NON-RESIDENTIAL 0 yA 5, U EXTERNAL CHIMNEY SFiLL ADJUSTING RINGS J" MIN - 12" 4Ax _ ENCASE IN CONCRETE $ AOIUSTING RINGS 4" MIN - 12' MA% ENCASE WRH CONCRETE MANHOLE COVER TO BE 48' DIA 4" PVL RISER FOR RESIDENTIAL q a Tn DOCTOR USE CQNCkETE COLLAR CRETEX TYPE II WITH 24"x 38' s' OPENING - B" VARIES 10' TO .20' CURB Mix FOR COLLAR "CRE-SEAL","RESEAL", OR APPROVED EQUAL o 8" • PRECAST GASKET CONNECTION SHALL BE USED ''• ' ' - ' ''�"- C7FIR ' 24' FINISH - 5" 24" 8 FOR CONI PIPE TO MANHOLE 4" OR 5- VERTICAL WYE (PVC) �` STRUCTURES! STRI 31" GRADE CONLFi'TE OOGHOVSE REQUIRED W 1/8 BEND B" POURED CONCRETE BASE. FOR ALTERNATE PRECAST CONCRETE Y� ! 2" ON OUTSIDE AND INSIDE OF 570.UGTURE = AMC PIPE CONNECTION rc CONCRETE ENCASEMENT BASE. SEE MnpOT STAN/ARD PLATE dMET (MODIFY DIAMETER AND 3'- 6" ••••• 3 .qg" p VARIABLE y 12" ALL AROUND (INCIDENTAL) ( 2" RAISED AREA TO FIT REQUIRED DIAMETER. " y VARIES ASED a" IN. ON $ BASED ON STRUCTURE MAX. 24" (`7l WATER TIGHT GASKET DIAMETER 6" MIN OR CEMENTED PLUG PRECAST BOTTOM SECTION RCY PPE WITH INVERT 01 REFER TO STANDARD PLANS FOR HEIGHT AND 4• ffs AT :2" 0c EACH WAY ... DIAMETER REQUIRED. MIN' '. ': ' pvc © MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF - HORIZONTAL WYE (PVC) (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS CONCRETE CATCH BASIN MANHOLE NOTES: THRUST BLOCKING FOR CLEANING EQUIPMENT AND SPACED 16" OC. 4' CONCRETE COLLAR SECTION A -A AND BASE TO BE CRETEX TYPE 4338 OR APPROVED EQUAL 1. BASE TO BE GROUTED To FORM A SMOOTH STANDARD MANHOLE FORNOTES: (2)MINIMUM STEEL REINFORCEMENT IWE17 TO III SANITARY SEWER 1. PAYMENT FOR E' RISER PIPE, 6' V> RTICAL WYE �pp W" NO SCALE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM 4 FQUIVAFENT STEEL AREA IN WIRE MESH NHO MANHOLE MAY BE USED CR PLASTERED UR POUR A 3' 70 4" CONCRETE COLLAR AROUND RINGS EPTENDING CAST FROM THE LASTING TO THE PRECAST SECTION SECTION 2. PIPE CUT-OUTS iJ DE LOCATED WHERE flEOUIRED- MAIN SEWER LINE. CATCH EXTERIOR CATCH © GENERAL DIMENSIONS FOR CONCRETE APPLY BASIN . NOTES: TO 6RICK AND CONCRETE MASONRY UNIT ' DIA_* -1-`-d CATCH BlSIN5 LOCATED IN DRIVEWAYS SHALL BE TYPE MIDOT DESIGN H. THE CATCH BASIN MANHOLES REOUIRE➢ IN GREEN SPACES SHALL BE CONSTRUCTED OF CON57RUGTION ALSO, EXCEPT AS NOTED. SEWER BRICK (MHDOT SPEC 36}6) BLOCK CASTING SHALL BE NEENAH k -350S -A2- PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DO7 STANDARD PLATE ADOBL. THE CASTING SHALL BE NEENAH R-4342. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -1 -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR MASONRY CONSTRUCTION CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRllCM) WITH AN AND SPACED I6" OC. 1 BLOCK. MINIMUM FOR MASONRY CONSTUCYEON ECCENTRIC TOP SWAB 'MTB A 27" ROUND OPENING THE CASTING SHALL BE IF DROP IS GREATER THAN 24" INCHES, USE OITTStDE CROP. .� REINFORCEMENT AS PER MrtDOT SPEC 3301, GRADE 60. H - - Title: Standard Sanitary Y Standard Plate Library Manhole Standard Plate Library Title: Sanitary Clean -Out Standard Plate Library y City Monticello Title: Standard Manhole for Storm Sewer Standard Plate Library y City Monticello Trite: Standard Catch Basin Standard Plate Library City Monticello Title: Catch Basin Manhole City of Monticello Date: Plate Na. City of Monticello Date: Plate N°. of Date: plate Na. 03-05 of Date: Plate Na. 03-05 of Date: Plate No. 03-05 03-05 03-05 4001 4002 4003 3001 3006 Revised: 03-17 Revised: 03-17 Revised: 03-17 Revised: 03-15 Revised: 03_15 DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPM ENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS CIVIL DETAILS i.»_mTrIILei 0 C601 EggT 6" MAx TR06YEIZSE 6, LONGITUDINAL MARS 5/S ' FOR 15' TO 27' APRONS 3/4 ' FOR 30" 4, LARGER APRONS- _ I6. ANCHOR TOP &.BOTH ENDS NOTE' 1. ALL TRASH GUARDS SHALL BE GALVANIZED AFTER TA13PICATION PER MNDOT SPEG. 3392 k 3394. 2. APPUES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD 10 THE FLARED END SECTION SHALL DE LEFT ExPOSED Title: AStandard Plate Library Trash Guard for End Section City of Monticello Date: 03-05 Plate No. Revised! 03-15 400 VARIABLE ` WIDTH E pa?��n THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS i i I I J mmnmm DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN y5 tea++ STATES AND WILL SUBJECT THE VIOLATORS TO , �> n�r�e; p°� NO. DATE moa me'�ewo. Z PUD DEVELOPMENT PLANS 5 ` G[A55 V GROvtED HANDPE ED RIPRAP w 2mDEEP o¢. 2' DEEP ALONG SPILLWAY WITH 18" GRANNULAR FILTER ��� �qmm<NO�`+ - o is e0mmop 00 e��AW SECTION A—A + �emrw_ J �nn"�v�n in v. � F q 7 w }N — moi4 Toa ooroa 2� mo4�GL�in n�i� �I o�'H�^wr� eJ Fi 0 O u n� yvwean ✓Y a _ em rirtNwn6 LLy aoJnwJ—sfmiw»enaam s� �IZu� �—a ]ci ^i diff Ndm�-r�m� nn mmmao-o�n N✓ri �.a � pa?��n THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS i i I I J mmnmm DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN y5 tea++ STATES AND WILL SUBJECT THE VIOLATORS TO , �> Z �a gra p°� NO. DATE I/7 O Z PUD DEVELOPMENT PLANS 5 ` G[A55 V GROvtED HANDPE ED RIPRAP w 2mDEEP o¢. 2' DEEP ALONG SPILLWAY WITH 18" GRANNULAR FILTER BLANKET & GEOTEKTILE FABR'G J - o is .3, 00 pa?��n THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS i i I I ENGINEERING INC. IS PROHIBITED. IT CONTAINS mmnmm DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN y5 tea++ STATES AND WILL SUBJECT THE VIOLATORS TO , COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION FILL A$ NECESSARY - Z PUD DEVELOPMENT PLANS AND COMPACT wK {I ` G[A55 V GROvtED HANDPE ED RIPRAP w 2mDEEP o¢. 2' DEEP ALONG SPILLWAY WITH 18" GRANNULAR FILTER BLANKET & GEOTEKTILE FABR'G J .3, SECTION A—A + J z�wic. in v. m.•.w 7 w }N — moi4 Toa ooroa n�i� �I O u n� yvwean X n � - o�GUm xIN n -rvr^Jc 4 � ofm a � s11 a 11 z nM 118mA;91. m fi !13'7 6' Standard Plate Library Riprap Detail City of Monticello Data; 03-05 Plate No. Revised: 4009 03-15 1/2" EXPANSION JOINTS AT ADJACENT WALK OR STRUCTURE MN/DOT 3702 2% MAX. A CROSS SLOPE CONCRETE SIDEWALK - MN/DOT SPEC. 2521, MIX NO. 3F52 CONTRACTION JOINTS PER MN/DOT SPEC. 2521 6" COMPACTED GRANULAR MATERIAL 1/2" EXPANSION JOINT TYPICAL SIDEWALK DETAIL SCALE=N.T.S. PLAN AND SECTION WAYSE MCOMED AT THE D1S0RETION OF THE CITY ENGINEER WHEN MN MONS SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAP. Title: Standard Plate Library Spillway Section City of Monticello Date: Plate No. Q3—Q5 R°"'1ed:03-15 4010 NOTES: 1. ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. 2" WEARING COURSE (SPWEA330C) TACK COAT 2" NON -WEARING COURSE (SPNWB330C) 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION SCALE=N.T.S. NOTE' TYPICAL SIGN IN51AUAT10N WHEN STREET NAME SIGNS ARE NOT INSTALLED TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE: .080 ON THE LONGEST SDE UP TO 30" .100 ON THE LONGEST SIDE OVER 30" REFLECTING SHEETING SHALL BE DIAMOND GRADE. ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. CHANNEL POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL BE USED, 2.5 LB/FT POSTS SHOULD BE USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR. CADMIUM PLATED, Standard Plate Library City of Monticello Typical Traffic Sign Installation Date: 03—OS Plate No. Revised: 03-105 5016 NOTES: 1. ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. \,,_1-1/21' WEARING COURSE (SPWEA330C) TACK COAT 2" NON -WEARING COURSE (SPNWB330C) 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE LIGHT DUTY BITUMINOUS PAVEMENT SECTION SCALE=N.T.S. 1/2" R - 311 R 1 SLOPE 6" �3 % PER FT / 8„ VARIES SEE PLAN TIPPED GUTTER 1/2" R ■ ■ . 1-1/2" 1/211 R TIPPED GUTTER PE 5 32/4"%R FT 1/2" R ��--- 1 ° l $ 9-11/2" 1, °l a °J. l �' B6 CURB AT DRIVEWAY VARIES SEE PLAN 1/2" R ,TIPPED GUTTER 3 SLOPE 1 /2" R 3/4" PER FTI M 1211,VARIES SEE PLAN CURB & GUTTER DETAILS SCALE=N.T.S. D4 CURB DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS i i I I ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN y5 VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO , COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION FILL A$ NECESSARY - a PUD DEVELOPMENT PLANS AND COMPACT wK {I ` G[A55 V GROvtED HANDPE ED RIPRAP w 2mDEEP 2' DEEP ALONG SPILLWAY WITH 18" GRANNULAR FILTER BLANKET & GEOTEKTILE FABR'G J .3, SECTION A—A + Standard Plate Library Riprap Detail City of Monticello Data; 03-05 Plate No. Revised: 4009 03-15 1/2" EXPANSION JOINTS AT ADJACENT WALK OR STRUCTURE MN/DOT 3702 2% MAX. A CROSS SLOPE CONCRETE SIDEWALK - MN/DOT SPEC. 2521, MIX NO. 3F52 CONTRACTION JOINTS PER MN/DOT SPEC. 2521 6" COMPACTED GRANULAR MATERIAL 1/2" EXPANSION JOINT TYPICAL SIDEWALK DETAIL SCALE=N.T.S. PLAN AND SECTION WAYSE MCOMED AT THE D1S0RETION OF THE CITY ENGINEER WHEN MN MONS SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAP. Title: Standard Plate Library Spillway Section City of Monticello Date: Plate No. Q3—Q5 R°"'1ed:03-15 4010 NOTES: 1. ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. 2" WEARING COURSE (SPWEA330C) TACK COAT 2" NON -WEARING COURSE (SPNWB330C) 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION SCALE=N.T.S. NOTE' TYPICAL SIGN IN51AUAT10N WHEN STREET NAME SIGNS ARE NOT INSTALLED TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE: .080 ON THE LONGEST SDE UP TO 30" .100 ON THE LONGEST SIDE OVER 30" REFLECTING SHEETING SHALL BE DIAMOND GRADE. ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. CHANNEL POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL BE USED, 2.5 LB/FT POSTS SHOULD BE USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR. CADMIUM PLATED, Standard Plate Library City of Monticello Typical Traffic Sign Installation Date: 03—OS Plate No. Revised: 03-105 5016 NOTES: 1. ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. \,,_1-1/21' WEARING COURSE (SPWEA330C) TACK COAT 2" NON -WEARING COURSE (SPNWB330C) 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE LIGHT DUTY BITUMINOUS PAVEMENT SECTION SCALE=N.T.S. 1/2" R - 311 R 1 SLOPE 6" �3 % PER FT / 8„ VARIES SEE PLAN TIPPED GUTTER 1/2" R ■ ■ . 1-1/2" 1/211 R TIPPED GUTTER PE 5 32/4"%R FT 1/2" R ��--- 1 ° l $ 9-11/2" 1, °l a °J. l �' B6 CURB AT DRIVEWAY VARIES SEE PLAN 1/2" R ,TIPPED GUTTER 3 SLOPE 1 /2" R 3/4" PER FTI M 1211,VARIES SEE PLAN CURB & GUTTER DETAILS SCALE=N.T.S. D4 CURB DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS CIVIL DETAILS DRAWING NO. C602 DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPM ENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA Grovel pods) Mrl Class CA -15 NO. DATE —7" NG NUT L 05/09/2022 cr CA -25 Riprop Bedding OVERFLOW BLOT IN SHROUD o & Geotextile fabric Original grade DISTURBED AREA, CONSTRUCTION SITE, ATTACHMENT N06 �R ie a STABILIZED STORAGE AREA OR STAGING Fm IL AREA SILT FABRIC m " WF Sci� SECTION B-8 not to SCaie ( ) .gam_ O EXISTING CURB TSPECSLEEVE SPECIAL PER PROVISION i PROVISION 3886 Ribbed or Corrugaked steel plates EXISTING PAVED —12, MIN—I CONSTRUCTION MATS, WOVEN OR TRN ROADWAY OVERFLOW I5 A2 OF THE CURB BOX HEIGHT< ® ® 50' NIN !dp Original Geotextile fabric SECT16N A -A grade END OVERLAP �a w �. k �� a (net to stele) —Is• MIN " $ NOTES: OhOnnerize runoff to sediment Sediment Trapping Device trapping device Pp g SIDE OVERLAP TRIM END OVERLAP WITH SPIKES aR STAKES e� WIMaC ROAD DRAIN CG -23' HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL - _gid 4 rt Tao w � Z �4 4z �� 0Lq II o $ �°� oW �a a ;; = w a m cn ix II f' OVERFLOW IS X OF THE CURB BOX HEIGHT d. 'd rcFz� r G'6 m N E'u W I L I I r. ....................... STRAP CONNECT➢RS OVERFLOW AT TOP OF FILTER ASSEMBLY ok �m$g 0 z ' CONSTRUCTION MAT END OVERLAP INTERLOCK WITH STRAP C➢NNEC TORS URB �„ a sw hgIys of F� o m`� z� " Z I6–r0.am Ribbed or Corrugated steel plates A A ENI] OVERLAP L���',�� Oti 7 <❑ 2i a' lk� 2y- �Qp �� O it Z 1 �a.,q� / j $ _ _ mo 3 �"I� a �= dq J� j T h� z O / FILTER ASSEMBLY DIAMETER, ON-GRA17E SILT FABRIC SLEEVE rtN PER MIDOT SPECIAL _ _ �$i,S a W aW you IL <€� �.�. LLJ SIDE 6' 10 AT LOW POINT PROVISIOSeas i r zo 13 5 U OVERLAP j o ja R n 24' min. x Slope away from } t HIGH-FLOW FABRIC FDR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 'OR CITY APPROVED EQUAL, �i- 3a W3� orzW <i w highway n 5D' PAD AREA (ANY SIZE) min. Match Of Right Of Way �m �¢ $� A CALL TO GOPHER STATE ONE (a54-0002) Existing Grade PLAN 3i'm 6 REOVIRED A MINIMUM OF ag HOURS PPoOR TO PERFORMING ANY ExOAVATION, Tine: Commercial Gravel AStandard Plate Library Construction Entrance of Monticello oat®; date No. Title: IR:,atndard Plate Library Mud Mat Entrance City of Monticello Date: Plate No. Title: Inlet Protection Standard Plate Library Catch Basin Insert City of Monticello Date: Plate No. Title- Inlet Protection AStandard Plate Library Grate Inlet Cover City of Monticello Date: Plate No. rtle: Residential BLilldln g Standard Plate Library Erosion Control Cit of Monticello pate; Pfa#e IVCity yRevised.06-14 03-07 600Revlsed.0s-14 03-15 fi003 06-14 Revised: 6004 03-1.9 Revised:6005 03-15 Revis;ed:03-05 6006 03-15 Emergency spillway crest ����d FO�� P1 e Le. za- Anti seepage collar (typ.) L-40 40 3 • ! 3, TEMPORARY SENMENTATION BASIN WITH OUTLET PIPE spillway crest �♦ RP BSMN,FSPFRSM.YG. 1.�381APLE8 PFR S0. YG. ATN 6TPpLFS PFR SQ Y0. A'1 r8f,ID[s d:I SLOPE6 lEGH FL@N GMa<VNELe sHORE�,ff `Emergency � et Perforated Where the flaw of water is Standpipe sheeting, place sod strips PI e perpendicular to the direction of water flow. i 5 � Anti seepage collar (typ.) � SHINGLING SOD atc 3D — TEMPORARY SEDIMENTATION BASIN WITH STAND PIPE OUTLET Emergency spillway d Perforate standpipe I� 3/4" rock cone D 5 1. PRFPAAE SOIL EF WRF NSTALLING SIAMf.T6, NCLVGINGAfN NEGES64RY LPPLICAPGN OF IIMf, FERIILIEfR, MIG FfEq. 2. fFdNAT Hf CP OF MES Bf ETPNGHdUNq HffW Rf INPFI16onl £EPMf I+SN ] WqE REH H WPHAPPftOAlIW.1ELV IS 190uin1��AT�ETP LTENGF➢BEY�W THE OPSWPE PORTION OF THE SPPiPA PfICHGRTIE >wnHnrcworsTnaL�.srsTsnESAVPnaz..wTaTlrrw�IPrnxTxTHfeoT.TornoFTHer�NdH. I. 1/3 Z T Where the flow of water is 1" holes spaced B" to 10" on center concentrated, place sod stips sTPacRrsTR sem. Na�R°xl , P,I, i IAP.RT.�s n�wlm °r Bra Rw E. D = diameter of standpipe equal t0 daTTleker Of pipe. NOTE: parallel to the dlYeatlDn of water flow,°b9En 5. ROLL THE 9�AHxETS{P.] PC++H OR FBI NOWiFMALtY ACRC66 Pk 84OPE. B�+NNa=T6 WILL VuROLL WRH APPRCP+CATE S CF AGMNSTFHESUILSVRFACE,ML&RNNETSWJ6TRERWTERNP DENMTNUANGUPFRCE RTPLAC SN MAPCE&81AK FS IN PPPIOGPPoATE LCGTN]NSPS BVbWNWRVE STAI4E PATTERN C,LIGE. WHEN 1191NGOPTIONAL GGT SY818M STARE85TPKE8 LEO KMN� AGH.OETHE� OREGGGTs GHH�H�NrtINGro F�A��G RR ERTAE �PAmAN. OVERLAPPING SOD Pipe material must be r id p /� NV E MOF F'c'�SarvtswnldYFRLAP GFP N°M¢ ON btl sOFPPI M SELPF— MUST Bf OTA EG WIiHn PRO EDM KEf��BEING 9TPlL£G ON TO9I EVEN YYPH�THEOGLORED 9£N�N3TrtCH GNATHEFPEYICO%TIfWNSTA41�EO ELAHwLNII(ET STAND PIPE DETAIL Although pegging Of sod is not specifically required it is understood that the";EM, EM, EES,IMqTa°°."RENC;,;R'WMSWE„,I�"N"PP�lI—C contractor will be responsible for the successful establishment of the sod including re air ' or replacement of sad which becomes displaced or darn❑ ed due to lock of P p 9 HGTE: INLOG&ESCILCPNGRICNS.TME VBGCF STARF CR FLAKE LENGTHF:REo-TEF THAN s'i,s,m7 MAY BE NECFSEARY TO protection or proper Care. PRGPERLY9ECVFE NEBdNKETB, Standard Plate Library City of Monticello Title: Temporary Sediment Basin Date; Plate No. Standard Plate Library City of Monticello '�° Sod Placement Date; Plate Na. Standard Plate Library City of Monticello Title: Erasion Control Blanket stapling Patterns &Installation Date: Plate No. 03 a� 03-07 03-08 Revised: 03-1 6007 Revised: Q3-15 6010 Revised: 03-15 6011 DESIG N *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 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. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS MULTIFAMILY DEVELOPM ENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS EROSION CONTROL DETAILS L»_mTrIILei 0 C603 N N 0 N M 02 PRELIMINARY PLAT OF COUNTRY CLUB MANOR FIRST ADDITION LD J z \ - p Q � �� /NI I I'� \ �Ir-IA/ Tr-�)�) A /-F- 0 / _j I LU I = I ty I �=Uw I uL_IJL� I V IL_ VV\II w>_ Z= W~ H w O Y w a U z �v� M:U z>� zcwnm� LU z o° z Q G w 0 -' \ X00 OYH OOm Or,�Y OWNER: MONTIAkIjLO COUNTRY CLUB O 2: U I A �IL \ OWNER: UNKNOWN - - - \ KI 952.54 'I/�/-�I IK I -r I II/�I 11�/ A \/ C � �RIM:937.64 ., \ � .-�NV94ff93 INV:921.44 �1 \4 1 1 r i\7riyyA Io( _J�O �� DO 8 9 z / - _- �_ - - - - - ';)NV:934.27 \\ w - S88°59'40"E 400.00 - °"�_�- oHE-erl� r 18" P _ � I \� \ S88'59'40"E _ 195.14 OWNER: NICKOLAS & RN:937.44 V N.:920.54 r STEPHANIE SWANSON 60 I 6^ v o ��� - � o I V S.:920.49 �:: I 5v 'z I I \ \ r - U) OWNER: J X BOWERS LLC \ \ \ \ / /1 I I �T L) I- \ IN 1 1\ I LJ OWNER: DEBRA MEYER - � lk" A \� PROPOSED BLDG o � V :`) I I� I ID, L_L/uI i A 111 <\ A WV:UNAB LE TO ., r ��N OPEN -� \\\ BLOCK 5 �J N OWNER: MARCELLA UTZKAno \\ -RIM:934.29 I - \ �h INV -931.39 I u L _ U OWNER: J X BOWERS LLC A \ �\ \� r -A A RIM:934.91 �I /1/`I ' 1 .,,, \ INV E.:630.96L'L% `r \ < L I I IP\ /INV W.:930.86 / / �/ �� ) / LIJ L�L_uvhv I L �� A V `� INV S.: 30.7 ' .:� n �f<\ RIM: 34.24 -BENCHMARK TNH r / INV: 1.34 ELEV:936.97 (iP - \\ -� r -FIM:934.83 O &gP P r �NV:918.92 UIIJ�L U� 0 eGERS��U/ :9�0 OWNER: : I GREGORY 'ter � . p � NE:929.70 � , / 6" � \ lam, %� \ \po9� \ \ \ \ \ � \ \ I � � \ �1V SE:929.85 .: i KREIN / / �- L� L�L/ � 7 OWNER: \-RIM:933.1OANNE p6� ` - / \ I OPENN�� MARKA �-RIM.932.92 % \ / INV:929.62 / OWNER: J X BOWERS LLC % / n \ V OWNER: A V-RIM:932.92 JASON & �� \ \ UTLOT \ \ \ �� \ INV:929.80 / SARAH K A A i\ I( [) _ ,�� \ \ \ \ \\ n \ 4 i -� - RIJk%932.91 THOMPSON ` I V I /-\ I �l �J I \ i91 00 \ r i \ \ \ \\\ POND \ \ RIM:934.26 OWNER: r_ G G 0 - TAMMY PUNDT -- _ A I [) 1 A / A \ / I� [) I \ / r_- V / i / \ \ Ate° � INV NW:918. /-\ V L_ - \ INV SE:9 .14 �., / I I \ OWNER: \ / FD OWNER: OWNER: I \ LIJ \ F MARK DECKER TTHOMAS &PAMELA INV:UAB `_/� DALE &NINA F^ JAMES & AMBER OWNER: I5 � l INV:UNABLE TO � i HOLLINGSONWORTH w �� _ l I I BEACHEM I -- OPEN lJ- I I I WIN AMEX PROPERTIES i \� \� �� R�� 1 \-RIM:93 .37 LIJ LIJ " 1�/ LIJ ., INV: 42 _�` LI_ OWNER: 3 OWNER: _ _ I - - �, L A \ _ L - - - i RANDALL PAUMEN t1 \ \ \ \ \ DELBERT & MARCIA 1J- OWNER: - , A � _ OWNER: I 1 n DAHLHEIMER - - OWNER: � _ OWNER: I �r ANDREW KARST BETTE HARSTAD ^ \ \ \ (Y, ELIZABETH I ( I I l�_ I JASON & TERI < I „ \ \ �� �� -I JOHNSON LIJ i ARCHULETA ^i \ \ 9 - _RIM:934.33 1�- i��� A oA V A 6 NV:931.33 OWNER: �.; `v-� OWNER: ' RITA I li OWNER: `t / ° NUVUISTJANET KASPER i� I ARON LAMBRECHT © �LSI r Iii �RIM:936.28 OWNER: � UNABLE TO OPN I -10 SCOTT & DEANNA I ( ) iC BENCHMARK TNH - /OWNER: I TORGERSON OWNER: ELEV:939.76 OWNER: JACK &CYNTHIA -RIM: SAMUEL WELLERI \ DELAND &� \ RIM 937.59 NELSON INV:916.20 �� JOANE INV:UNABLE TO OPEN© �� LARSON�� -RIM:935.27 L _ \,-ju f I 43 , T _ INV:UNABLE TO OPEN _ -=\ RIM:934.62 OWNER: -INV N :929.72 LYNN & JOSEPA an 5 R=271 05 INV SV�/:929.72 MOELLER OWNER: B & G PROPERTIES OF ROCHESTER \ - d, INV W'929.67 i 7� �.. �� � ���' _ a Y� � . ,� 42°// RIM:934.17 G X 1 30, / - INV SW:930.67 LOT AREA � LOT 1-20, BLK 1 2,168 SQ. FT. ^4"` \ \ v� - �� '� to 9 �+ (�, INV SE:930.77 LOTS 1LOT � 0 BLK 2 2BLK 1 0168 SQ FT. �L� \°�� \ \ \� Tg3� _ \V:930.94 T LOT 11, BLK 2 25,209 SQ. FT. LOTS 1-10, BLK 3 2,168 SQ. FT.�I LOT 11, BLK 3 24,457 (�° \� \ 1 J --RIM:936.OI1 i�� \ 'sz, \ 9 I ��\�� IM:934.1 - i \ INV:915.5bbbb LOTS 1-20, BLK 4 2,168 SQ. FT. \ EXISTING LEGAL DESCRIPTION �s,, \ 9�s 2� - - - - - NVSE:930.87- \ 1\ LOT 21 43,469 SQ. FT. \ \� \\ J Q� < NV NE:930.72 �� rJ \ LOT 1, BLK 5 200,830 SQ. FT. °s�2 \ \ 'LOT C 86 RIM:934.14� \ \ Outlot A, Country Club Manor, City of Monticello, Wright \ �� \� LDC _, INV:930.94 OUTLOT A 26,225 SQ. FT. \ � \ � � _ / \ � � _ a. OUTLOT B 12,556 SQ. FT. County, Minnesota. \ VA\ \ VA�V j� v �i` DELINEATED WET LAN OUTLOT C 110,865 SQ. FT. VICINITY MAP SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN 6ti QST SF 'Qv qY C.S.A.H. NO. 39 � r„Y FAIRWAY DR. ca �� F 9� a ox / OWNER: RYAN BUFFALO A LAND COMPANY LLC \ OWNER: City of Monticello SURVEYOR'S NOTES: 505 Walnut Street Topography and contours are based upon measurements taken in the \� cr- Monticello, MN 55362 field by Design Tree on 07/02/2021. I SURVEYOR: There are no Railroad right of way on or near the property. C) Jonathan Schuette, Professional Land Surveyor � There are no gas pipelines lines located on or near the property. Minnesota License Number 45352 ��/1 4 Telephone: (320) 460-7110 L��_U�.f`\ i �� ENGINEER: The property does not have a corporate boundary line. Michael Gerber, Professional Engineer The property does not have any school district boundary lines. Minnesota License Number 56653 Telephone: (320) 227-0203 Property located within Zone C of FEMA FIRM Map Number 20541 ZONING: 0005 B, with an effective date of November 1, 1979. R3 Medium Density Residence District The property is not within a shoreland overlay district. Property is serviced by City sewer and water lines. v � l 631.97 \ N88°50'5Row 2"W 1035.79 I\J N OWNER/,/ iK`1�VV1i// r L_//A -11 't- r / ��'\ \-----N�pY� N� V� v _ELM STREET ENTERPRISES LLC X�- LEGEND + OHC OVERHEAD ELECTRIC - PLATTED & EXISTING LOT LINES - - - - EDGE OF WETLAND DESIGN TREE ENGINEERING INC. REPRODUCTION OF EXISTING RIGHT OF WAY PERMISSION OF DESIGN TREE ENGINEERING INC. AGGREGATE SURFACING - - - - - - - EASEMENT LINES 0 HYDRANT I>< CENTERLINE OS SANITARY MANHOLE ® BOLLARD BOUNDARY LINE 7 x x WIRE FENCE STORM SEWER LINE 104 > SANITARY SEWER LINE WATERMAIN + OHC OVERHEAD ELECTRIC =uG= UNDERGROUND ELECTRIC - - - - EDGE OF WETLAND DESIGN TREE ENGINEERING INC. REPRODUCTION OF BITUMINOUS PAVEMENT PERMISSION OF DESIGN TREE ENGINEERING INC. AGGREGATE SURFACING STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. 0 HYDRANT I>< GATE VALVE OS SANITARY MANHOLE ® BOLLARD OWNER: TYLER SOUTH LLC OD STORM MANHOLE DECIDUOUS TREE ❑ CATCH BASIN CONIFEROUS TREE Q APRON Q POWER POLE O-* LIGHT POLE < GUY WIRE ❑E POWER BOX 0 100, 200' f� ELECTRIC METER © COMMUNICATION PEDESTAL 0 DENOTES COUNTY MONUMENT ❑H HAND HOLE - DENOTES FOUND IRON MONUMENT •GM GAS METER 0 = DENOTES 1/2 INCH DIAMETER BY 18 -� SIGN INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 DESIGN*TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS SURVEY, PLAN, 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. ��� 0, 4L�! INTED NAME: Jonathan D. Schuette DATE: 03/03/2022 LICENSE #: 45352 PREPARED FOR: HEADWATERS DEVELOPMENT MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2021 BY DESIGN TREE ENGINEERING DRAWN BY: NK CHECKED BY: IDS PROJECT NO.: 00021063 NO. DATE DESCRIPTION PRELIMINARY PLAT 1 of 1 praL PLUNKETT RAYSICH ARCHITECTS, LLP Monticello Modular Multi -Family - Monticello, WI praL PLUNKETT RAYSICH ARCHITECTS, LLP f JJ :. Monticello Modular Multi -Family - Monticello, MN 1 �1 i n � ri EAST ELEVATION 118" = 1'-0" EAST ELEVATION 2 118" =1'-0" co__— — m Lo M N N O N Lo 118" =1'-0" TRUSS BRG I1 154'-6" FIFTH FLOOR n 144'-711/V I FOURTH FLOOR 133'-9" THIRD FLOOR 122'-10112" SECOND FLOOR 112' 0" NORTH ELEVATION 2 118" = 1'-0" VIII Q TRUSS BRG n 154'-6" EXTERIOR ELEVATIONS SYMBOLS LEGEND /lkl�SECTION REFERENCE 101 ELEVATION NOTE FIFTH FL00R1 144'-7112" -1 TRUSS BRG I1 154'154'-6" F FIFTH FLOOR 144''-7112" FLOOR 133'-9" THIRD FLOOR 122'-10112" ECOND FL00� 112'-0" 1 DETAIL REFERENCE 101 AL01 WINDOW TYPE OX —► CONSTRUCTION KEYNOTE TRUSS BRG I1 154'-6" FIFTH FLOOR 144'-7112" FOURTH FLOOR 133'-9" THIRD FLOOR I1 122' 10112" SECOND FLOOR 112'-0" FIRST FLOOR 100'-0" EXTERIOR ELEVATION NOTES MARK DESCRIPTION 0 0 n o o rn oa rn cro�t Lr, Ln N LA � m n a m .ct z rn n _ U� V7 J } J �U ww �ry CLQ � 1 EXTERIOR FINISH PATTERNS O Q Z Cu O J Lu H J FOURTH FLOORA LAP SIDING - COLOR 1 (LIGHT GRAY) of PANEL SIDING - COLOR 1 (LIGHT GRAY) LuLu 133' LAP SIDING - COLOR 2 (DARK GRAY) u PANEL SIDING - COLOR 2 (DARK GRAY) (o Q PROGRESS DRAWINGS LAP SIDING - COLOR 3 (WOOD -LOOK) PANEL SIDING - COLOR 3 (WHITE) V DATE: STONE 05-09-22 ARCHITECTURAL PRECAST � O z THIRD FLOOR n U- J SHEET NO: a M 122'-10112® Zo L_ O EXTERIOR ELEVATIONS GENERAL NOTES cu � U_ z A. PAINT ALL EXPOSED STEEL LINTELS TO MATCH ADJACENT MASONRY COLOR o B. TRIM ALL EXTERIOR LIGHTING FIXTURES, OUTLETS, HOSE BIBBS AND ALL OTHER SIDING PENETRATIONS WITH 1X4 i FIBER CEMENT TRIM (TYP.) — SECOND FLOOR , 112'-0" FF C. REFER TO SHEET A891 FOR WINDOW FRAME ELEVATIONS D. SEALANT COLORS TO MATCH ADJACENT FINISHED SURFACES. TRUSS BRG I1 154'-6" FIFTH FLOOR 144'-7112" FOURTH FLOOR 133'-9" THIRD FLOOR I1 122' 10112" SECOND FLOOR 112'-0" FIRST FLOOR 100'-0" EXTERIOR ELEVATION NOTES MARK DESCRIPTION 0 0 n o o rn oa rn cro�t Lr, Ln N LA � m n a m .ct z rn n _ U� V7 J } J �U ww �ry CLQ REVISIONS: � 1 O Q Z Cu O J Lu H J O V C of LuLu ~ W F (o Q PROGRESS DRAWINGS Z= U O V DATE: cu 05-09-22 � O z JOB N0: 210285-02 U- J SHEET NO: a M O Zo L_ O O cu � U_ z U o U i 23 O REVISIONS: C0 Z O Q Z w O J Lu H J O V C of LuLu ~ W U (o Q PROGRESS DRAWINGS Z= U O} V DATE: ry~ 05-09-22 � O z JOB N0: 210285-02 U- J SHEET NO: a 0 O" N INA400 Zo C1 SOUTH ELEVATION 118" = 1'-0" IT m E1 WEST ELEVATION 0 118" = 1'-0" r�. Ic CII I� —1 SOUTH ELEVATION - END 118" = 1'-0" 111A 0 coo CD — — 66 — JJ-- 9 o a0 101 N — N ELEVATION NOTE O WINDOW TYPE N FIFTH FLOOR 00 �► CONSTRUCTION KEYNOTE � M — Q 05-09-22 m E1 WEST ELEVATION 0 118" = 1'-0" r�. Ic CII I� —1 SOUTH ELEVATION - END 118" = 1'-0" 111A 0 UL e j VIII �i�l III r:n n. VIII IIS � EXTERIOR ELEVATIONS SYMBOLS LEGEND TRUSS BRG 154'-6" FIFTH FLOOR 144'-7112" FOURTH FLOOR 133'-9" THIRD FLOOR 122'-10112" SECOND FLOOR 112'_0.,-0" 1..... FIRST FLOOR t 100'-0" FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" CD 0 n o ld� o a o rn oa rn m cn m as O v m N LA 1 m n a m .ct z rn n _ U� V7 J } J �U ww �cy CLQ TRUSS BRG 0 154'-g" V SECTION REFERENCE o DETAIL REFERENCE JJ-- 9 o 1101 101 Lu Lu �~ ELEVATION NOTE AL01 WINDOW TYPE (%� Q FIFTH FLOOR Z= U �► CONSTRUCTION KEYNOTE � 144'-7112" DATE: cu 05-09-22 � O z EXTERIOR FINISH PATTERNS LL. J SHEET NO: M LAP SIDING - COLOR 1 (LIGHT GRAY) A401 PANEL SIDING - COLOR 1 (LIGHT GRAY) FOURTH FLOOR 133 -93 LAP SIDING - COLOR 2 DARK GRAY ( ) O PANEL SIDING - COLOR 2 DARK GRAY ( ) cu � U L:1 LAP SIDING - COLOR 3 (WOOD -LOOK) U PANEL SIDING - COLOR 3 (WHITE) o O STONE ARCHITECTURAL PRECAST L.: THIRD FLOOR 122'-1011 EXTERIOR ELEVATIONS GENERAL NOTES A. PAINT ALL EXPOSED STEEL LINTELS TO MATCH ADJACENT MASONRY COLOR B. TRIM ALL EXTERIOR LIGHTING FIXTURES, OUTLETS, HOSE BIBBS AND ALL OTHER SIDING PENETRATIONS WITH 1X4 FIBER CEMENT TRIM (TYP.) C. REFER TO SHEET A891 FOR WINDOW FRAME ELEVATIONS SECOND FLOOR 112'-0" D. SEALANT COLORS TO MATCH ADJACENT FINISHED SURFACES. FIRST FLOOR 100'-0" FIRST FLOOR 100'-0" CD 0 n o ld� o a o rn oa rn m cn m as O v m N LA 1 m n a m .ct z rn n _ U� V7 J } J �U ww �cy CLQ REVISIONS: � 1 0 z w o J Lu o V C of Lu Lu �~ w U (%� Q PROGRESS DRAWINGS Z= U O � V DATE: cu 05-09-22 � O z JOB N0: 210285-02 LL. J SHEET NO: M O A401 Zo L_ (3.) O cu � U z U �-_� o O REVISIONS: C0 z 0 z w o J Lu o V C of Lu Lu �~ w U (%� Q PROGRESS DRAWINGS Z= U O} V DATE: ry~ 05-09-22 � O z JOB N0: 210285-02 LL. J SHEET NO: ON CD N A401 Zo A401 Alco CD O 66 CV CV 0 N Cl Q m Z ry 0 0 I I I I I I I I Al 9'-0" TYP bo 0 N 0 zo 31 SPACES PARKING 209'-11" A400 E1 257'-6" A400 C3 —L� OFFICE OFFICE o ELECT ELECTRICAL a; W WORK - \\ I o STOR ' �� • )2B B PASS v N I� �\ VEST \\ I \ Q \ RECEPT \ 14'.8" PASS TLT Wi LOBBYEll 2B \ � CORR \ \ \ • STAIR \\\ ----z - ---- \ CORR • ----� }- LOBBY/ LOUNGE \ • CONF ----4_ k---- MAIL \ • • ----4, , L \ \ \ PASS \ \ o` o \\ 3 3 STOR E4 "500 500 3 , 1Tx , 1 , A A401 E1 0 0 CID c n cmn PARKING ?.0 1 � 1t Qr STAIR" A3 NORTH A401 FIRST FLOOR PLAN - OVERALL 3132" =1'-0" 2 U CL (/) J J rU ww �z_ ZU ��af CLa REVISIONS: J J Q C� .E W Cu z Q Z � O o — J O J LL = U ( of U LL O � Z= U 0Co O} DATE: ty OD � O z 0 o SHEET NO: c ON N A201 Zo O co 0 U z C:3 o o C U G o REVISIONS: J J Q C� W O z Q Z � O o — J O J LL = U ( of U LL (n Q PROGRESS DRAWINGS Z= U O} DATE: ty 05-06-22 � O z JOB N0: 210285-02 L.L J SHEET NO: ON N A201 Zo 7 O O N_ N N O N 00 0 Q m Z Q ry 0 15 14 13 12 I I I I I ❑ �I I Inl---�aLJ n-- In r k _ L I I II I L JI L_ J _ _ -I LJ LJ - - F -1 STAIR L J-----l T 0 BEDR00 � 2B 2B E A400 E1 9 8 7 6 5 4 3 2 1 El E:1 I I I I I I I I I II I�� LJ LJ -- LJ JJ LJ--- ��/ L J JJ _ _ n --7n nT I _ _ n --Tn ---In nl I I I I I I I I �� r� I I I I r JAN/ STORAGE L L I I - J L_ _ _ _Y� V_ _ _ J L_ _ _ _VJ F- -- � J L 7 J J J L I L J L J L J I --1 LJ J --- ---� LJ F J F-1 �F J L L L L L J An I J J L J ---------- -- ------ L J L J ---------- 7 LT —pp.�� B R00 ---- ----LLE 0 BE'DRO �_� �0 B ROO E Lo — PASS20 CORR A400 C3 LOUNGE/ PUB DECK TRAS L1Oil - --J1ML o Rgf °o0 ��__" - -- -- 0 0.5P 0.5P 0.57 0.5P 0.5P 0.5P 1B 0.5P 0.5P 0.5P 0.5P 7 0.5P UP q5P 0.5P 0.51 0.5P 0.5P 0.5P 0.5P 0.5P 0.5P 0.5 0.5P 0.5P 0.5P 0.5P 0.5P 0.5P 0.5P co' \\ d9'0 d9' d9'0 d9'0 d9'0 d9,0 d9 0 d9'0 d9'0 — d9'0 — 9'0 d9 0 d9' d9'0 d9'0 d9'0 d9'0 —d9 — — — d9'0 — — d9'0— — d9'0 — d '0 d9'0 d9 0 d9'0 d9'0 d9'0 d9'0 d9'0 d9'0 d9'0 d9'0 \ \ — — O O — — — O O — — — — — — — O O— — — O --- 0 _ — — 0 O — — — ---- Ref -- ° o --- o ° -- Ref -- - --- -- - - ° - - Ref I ® ° I Ref ° Ref I Ref - - ° - - - - ° - - Ref \ \ \ C1 A400 0 0 0 0 0 0 0 0 0 0 \ f \ Lq \ \ STAIR \ �0 B DROOM ONE BDROQI BE ROOM ONE BDROQ QNE BE�ROOM ONE BEpROa-E BF�DROOM \\ UP J J L J J J L J J J L J J J \ r� r� rr r� rr r� rr a r L L L J II L L L J L L L L II L a - -- -��----��------��---� I---� , �.�TORAGE J L J I L J } LJ L J LJ }„I LJ L J LJ } LJ L a L J I I f 1 11 11 I I 11 7- �__ u u1 --J J L___1u u1 --J r J --1u u1 --J J __1u \ J a1 JJ 1 1 � J L 7� --1 r� J L J L /r` AL ❑ ❑ ❑ ❑ ❑ ❑ ❑ ��r �•' I I I I I 0 EB /••\/- �' 0 Al • sop 500 ii ••i�.��'• o C1 r ' J T CD LLL A ONE 4M - ` ONE�ED-R f=- -Tim ONE BED \ �\ o COR'`\ �,��, _ E_EDR Al fi�rr=i ONE BFD UNIT TYPE STUDIO \�. o ONE_§EDR 1 BR --, ,-O 2 BR ”-- �J-' + E1 i 'ONE BFD - �V °`° c, ii ° A E�FDR o 0 WT ONE 2�TAIR \ BFD RASH 7 -3 = ` TWO_BE�R TWO B 21 - ' - o c/ 1 s o TT t J °° \ A3 NORTH A401 SECOND FLOOR PLAN - OVERALL 3132" = 1'-0" KEY PLAN m o v o o rn ao o+ M Oa a0 O O O Nt U1 Ln V V N M N V V1 V M � I, O V M v ao o 1�1 v w _o O Mao N I� N to M Mv 0 an an M r� y c c o A 0 0 c M O C-4 in cT d N an v N Q1 an a`+ t � a o p O^i o 2 N O v 0 N VCL J rU ww Zw AA CLQ REVISIONS: z Q 0 - of O U - c] z Z o0 Lu cn J J J J U W E � U co (%� Q �--� U— O} V > DATE: �~ 05-18-22 E � O z JOB N0: 210285-02 LL. J SHEET NO: O ',— 0 cu 0 O � G 0 O cu U C:3 o U O REVISIONS: z Q 0 - of O U - c] z Z o0 Lu cn J J J J U W Lu � U O (%� Q PROGRESS DRAWINGS Z= U O} V > DATE: �~ 05-18-22 � O z JOB N0: 210285-02 LL. J SHEET NO: ON N QA202 Zo N O N ('14 N O N 00 Lo 0 Q i m Z Q ry m C A3 A401 NORTH THIRD FLOOR PLAN - OVERALL 3132" = 1'-0" KEY PLAN Z O J J VC15 U LU DZ /1 Q Z=_ U ON V Ow LjLY J ON N O N Zo 2 VCL U-) J J vi rU ww zry CLQ .E co F O O CU > =:3 O -C:3 0 O O O CU U CU O O REVISIONS: Z Q J ry O O J LL C) F— J J W O PROGRESS DRAWINGS DATE: 05-18-22 JOB NO: 210285-02 SHEET NO: A203 ti O N N N O N 00 Lo 0 Q i m Z Q ry m C INS A3 A401 NORTH FOURTH FLOOR PLAN - OVERALL 3132" = 1'-0" KEY PLAN Z O J J VC U Lu DZ /1 Q Z=_ U ON V Ow Y J ON N O N Zo 2 VCL U-) J J vi rU ww zry CLQ .E co F O O CU > =:3 O -C:3 0 O O O CU U CU O O REVISIONS: PROGRESS DRAWINGS DATE: 05-18-22 JOB NO: 210285-02 SHEET NO: A204 7 O N N N O N 00 Lo 0 Q i oO z Q ry m C A3 NORTH A401 FIFTH FLOOR PLAN - OVERALL 3132" =1'-0" i KEY PLAN Z O w J J VC U LU DZ /1 Q Z=_ U ON V Ow Y J H � ON N O N Zo 2 VCL U-) J J vi rU ww zry CLQ .E co F O O CU > =:3 O -C:3 0 O O O CU U CU O O REVISIONS: z Q J n ry O O J LL F - LL LL J J LU O PROGRESS DRAWINGS DATE: 05-18-22 JOB NO: 210285-02 SHEET NO: A205 MONTICELLO, MN SYMBOL DESCRIPTION SYMBOL 12 C7.3 1 C21 A OJ SILT FENCE COMPOST/BIO LOG INLET PROTECTION EROSION CONTROL BLANKET DESCRIPTION NOTE REFERENCE PARKING STALL COUNT LARGE SHEET DETAIL COORDINATE POINT REVISION - ADDENDUM, BULLETIN, ETC. REVISED AREA (THIS ISSUE) TH ALE HEADWATERS MULTI -FAMILY MONTICELLO, MINNESOTA LANDSCAPE PLANS HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55147 TEL 612-325-6520 CONTACT: BRIAN NICHOLSON LANDSCAPE ARCHITECT LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: JOSH POPEHN 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. THIS CERTIFICATION IS ONLY FOR SHEET NUMBERS BEGINNING WITH 1". JOSH POPEHN, RLA v V LICENSE NUMBER: 44803 DATE: 09 MAY 2022 SHEETS ISSUED BY DATE N M 0 SHEET NO. DESCRIPTION o C0.1 LANDSCAPE TITLE SHEET X L2.1 LANDSCAPE PLAN - OVERALL X L2.2 ENLARGED PLAN - ENTRY BEDS X L2.3 ENLARGED PLAN - FOUNDATIONS X L7.1 LANDSCAPE DETAILS X Know what's Be ow. Cd before you dig. HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL (612) 325-6520 [ 111' C}F nticeno CHI HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE/REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my directs a sion, and that I am a duly Licensed Landscape Architect under the laws of the stat NNE TA. �P Joshua K. Pop \ Licens o:?44�1� VO Date: 03.0. 2� Signature hown is a di re o cti of originas ned op is plan on file at Landform Professional Se ice LC office is v ble equest. CP IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 • • L A N D F O R M From Site to Finish • • 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME C001HED001.DWG PROJECT NO. HED22001 Landform®and Site to Finish%re registered service marks of Landform Professional Services, LLC. N N O N M 0 0 Z J 1. Contact Utility Service providers for field location of services 72 hours prior to beginning. 2. Coordinate installation with Contractors performing related work. 3. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. 4. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. 5. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. 6. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. 7. See Details for depth of planting soil. 8. Install 2 to 3 inch depth of triple -shredded hardwood mulch in perennial bed areas. 9. Install 3 to 4 inch depth of triple -shredded hardwood mulch in shrub bed areas. 10. Install a 4 -foot diameter triple -shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. 11. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. 12. Edge planting beds with 6 -inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. 13. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. 14. All plant material shall have a 1 -year or 2 complete growing seasons warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 15. Seed mixture (33-261 Pond and Wet Areas) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota (or as specified) origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. EVERGREEN TREES CODE QTY BOTANICAL NAME \III Ill//�i • = PIAB 17 Picea abies .,1/11/Iln1\\ eI 4) SHRUBS 0 0 0 0 0 GRASSES 0 0 0 PERENNIALS O FIA PIGL 8 Picea glauca PIDE 12 Picea glauca'Densata' CODE QTY BOTANICAL NAME COPU 30 Cornus pumila HYAR 42 Hydrangea arborescens'Annabelle' JUFO 8 Juniperus chinensis'Sea Green' JUWI 8 Juniperus horizontalis'Wiltonii' TAXG 8 Taxus cuspidata 'Dwarf Bright Gold' COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. Norway Spruce 50'H x 30'W 6' Ht. White Spruce 50'H x 20'W 6' Ht. Black Hills Spruce 45'H x 20'W 6' Ht. COMMON NAME MATURE SIZE PLANTING SIZE Dwarf Red Tipped Dogwood 4'H x 4'W 3' HEIGHT Annabelle Smooth Hydrangea 5'H x 5'W 5 GAL. Sea Green Juniper Blue Rug Juniper Dwarf Golden Japanese Yew 4'H x 5'W 3' HEIGHT 0.5H x 7'W 3 GAL. B&B B&B B&B CONTAINER POT POT POT POT 4'H x 5'W 24" min. plant height POT TAXM 10 Taxus x media'Tauntonii' Taunton's Anglo -Japanese Yew 3'H x 5'W 24" min. plant height POT CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF 105 Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass 4'H x 2'W 1 GAL. POT CARG 3 Carex grayi Gray's Sedge 3'H x 2'W #1 CARP 35 Carex pensylvanica Pennsylvania Sedge 2'H x 2'W #1 CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ASRH 47 Astilbe x arendsii'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. LIGU 19 Ligularia dentata'Britt-Marie Crawford' Britt -Marie Crawford Ligularia 4'H x 3'W #1 SEAU 14 Sedum x'Autumn Joy' Autumn Joy Sedum 3'H x 2'W 1 GAL. CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE LOND 36 Lonicera dioica Limber Honeysuckle 1 V x 4'W #1 Denotes Pond Seed Mix (MNDOT 33-261) seeded at 35.0 lbs/acre with MNDOT 3N erosion control blanket. DENOTES ROCK MULCH POT POT CONTAINER HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 L I I Y OF Monticeflo HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP POT I hereby certify that this plan was prepared by me, or under my directs ision, and that I am POT a duly Licensed Landscape Architect under the laws of the statE TA. P POT Joshua K. Po v0103r2! \l 1 CONTAINER Licens o: 4 0 Date: 010. 2! v POT Signature hown is a di re o ti of origina s ned p is plan on file at Landform Professional Se ice , LC office is v ' ble request. C IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 11"� NORTH Know what's Below. Nem I CCIH before you dig. 0 40 80 k N D F O R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L201HW220001.DWG PROJECT NO. HED22001 Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC. N N O N M tY O 0 J I Q1 EDGING AT PLANTING BED (TYP) SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 COPU 30 a Y Dwarf Red Tipped Dogwood 4'H x 4'W 3' HEIGHT N N O N M tY O 0 J I Q1 EDGING AT PLANTING BED (TYP) SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 COPU 30 Cornus pumila Dwarf Red Tipped Dogwood 4'H x 4'W 3' HEIGHT POT oHYAR 42 Hydrangea arborescens 'Annabelle' Annabelle Smooth Hydrangea 5'H x 5'W 5 GAL. POT JUFO 8 Juniperus chinensis'Sea Green' Sea Green Juniper 4'H x 5'W 3' HEIGHT POT CJUWI 8 Juniperus horizontalis'Wiltonii' Blue Rug Juniper 0.5H x 7'W 3 GAL. POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER j CAKF 105 Calamagrostis x acutiflora'Karl Foerster' Feather Reed Grass 4'H x 2'W 1 GAL. POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER U SEAU 14 Sedum x'Autumn Joy' Autumn Joy Sedum 3'H x 2'W 1 GAL. POT 1. Contact Utility Service providers for field location of services 72 hours prior to beginning. 2. Coordinate installation with Contractors performing related work. 3. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. 4. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. 5. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. 6. Place plants according to layout with proper nominal spacing. Quantities shown in plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. 7. See Details for depth of planting soil. 8. Install 2 to 3 inch depth of triple -shredded hardwood mulch in perennial bed areas. DInstall 3 to 4 inch depth of triple -shredded hardwood mulch in shrub bed areas. 10. Install a 4 -foot diameter triple -shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. 11. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. E>Edge planting beds with 6 -inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. 13. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. 14. All plant material shall have a 1 -year or 2 complete growing seasons warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 11"� NORTH Know what's Below. Nem I CCIH before you dig. 0 20 40 HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my directs ision, and that I am a duly Licensed Landscape Architect under the laws of the statE TA. �P Joshua K. Po � Licens o: 4 0 Date: 03A . 2__�\ Signature hown is a di re o ti of origina s ned p is plan on file at Landform Professional Be ice , LC office is v ' ble request. C IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 • 11 • Ill k N D F O R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L202HDE002.DWG PROJECT NO. HED22001 Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC. 12 (TYP) PERENNIAL L7.1 (4) ASRH 11 (TYP) PLANTING (TYP) 11, 3 (1) TAXG (TYP) F8—,>—, 77j7�� (5) CARP (3) LOND (2) ASRH EDGING AT PLANTING BED (TYP) (6) CARP IASRH (2) TAXM — (2) ASRH (3) LOND (2) LIGU SHRUB L7.1 (10) ASRH PLANTING (TYP) 2 (5) CARP (1) TAXM _/ (1) TAXG (3) LOND (3) LOND (1) TAXIS (4) LIGU FOUNDATION PLANTING - NORTH SIDE (3) LOND (1) TAXM (5) CARP (4) ASRH SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE 0 TAXG 4 Taxus cuspidata'Dwarf Bright Gold' Dwarf Golden Japanese Yew 4'H x 5'W 24" min. plant height POT 0 TAXM 4 Taxus x media'Tauntonii' - 3'H x 5'W 24" min. plant height POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE I � G 12 (TYP) PERENNIAL L7.1 (4) ASRH 11 (TYP) PLANTING (TYP) 11, 3 (1) TAXG (TYP) F8—,>—, 77j7�� (5) CARP (3) LOND (2) ASRH EDGING AT PLANTING BED (TYP) (6) CARP IASRH (2) TAXM — (2) ASRH (3) LOND (2) LIGU SHRUB L7.1 (10) ASRH PLANTING (TYP) 2 (5) CARP (1) TAXM _/ (1) TAXG (3) LOND (3) LOND (1) TAXIS (4) LIGU FOUNDATION PLANTING - NORTH SIDE (3) LOND (1) TAXM (5) CARP (4) ASRH SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE 0 TAXG 4 Taxus cuspidata'Dwarf Bright Gold' Dwarf Golden Japanese Yew 4'H x 5'W 24" min. plant height POT 0 TAXM 4 Taxus x media'Tauntonii' Taunton's Anglo -Japanese Yew 3'H x 5'W 24" min. plant height POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE 10 CARP 21 Carex pensylvanica Pennsylvania Sedge 2'H x 2'W #1 POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE O' ASRH 30 Astilbe x arendsii 'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. POT (- + -) LIGU 8 Ligularia dentata'Britt-Marie Crawford' Britt -Marie Crawford Ligularia 4'H x 3'W #1 POT VINE/ESPALIER CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE _*­ LOND 18 Lonicera dioica Limber Honeysuckle 10'H x 4'W #1 POT Dv N N O N M 0 0 J OJ D ° v EDGING AT PLANTING BED (TYP) ° D v b D (3) ASRH (2) TAXM 3 CARG PERENNIAL�LTJ SHRUB�L7.1 3 ASRH ( ) PLANTING (TYP) PLANTING (TYP) / I (5) CARP r O r (5) ASRH �(1) TAXM 7 CARP (1) TAXGJ (2) TAXM (3) LOND (1) TAXG (3) LOND 1(2) CARP (2) LIGU (3) LOND (3) LOND (4) LIGU (3) LIGU (1) TAXM FOUNDATION PLANTING - EAST SIDE (1) TAXG (3) LOND (2) LIGU • • • • • 0 10 NORTH 1 . Contact Utility Service providers for field location of services 72 hours prior to beginning. 2. Coordinate installation with Contractors performing related work. 3. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. 4. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. 5. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. 6. Place plants according to layout with proper nominal spacing. Quantities shown are for this sheet only. See sheet L2.1 for total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. 7. See Details for depth of planting soil. DInstall 2 to 3 inch depth of triple -shredded hardwood mulch in perennial bed areas. DInstall 3 to 4 inch depth of triple -shredded hardwood mulch in shrub bed areas. 10. Install a 4 -foot diameter triple -shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. 11. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. 12. Edge planting beds with 6 -inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. 13. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. 14. All plant material shall have a 1 -year or 2 complete growing seasons warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 TAXG 4 Taxus cuspidata 'Dwarf Bright Gold' Dwarf Golden Japanese Yew 4'H x 5'W 24" min. plant height POT TAXM 6 Taxus x media'Tauntonii' Taunton's Anglo -Japanese Yew 3'H x 5'W 24" min. plant height POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 CARG 3 Carex grayi Gray's Sedge 3'H x 2'W #1 POT 10 CARP 14 Carex pensylvanica Pennsylvania Sedge 2'H x 2'W #1 POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER OGASRH 17 Astilbe x arendsii'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. POT LIGU 11 Ligularia dentata'Britt-Marie Crawford' Britt -Marie Crawford Ligularia 4'H x 3'W #1 POT VINE/ESPALIER CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER _V LOND 18 Lonicera dioica Limber Honeysuckle 10'H x 4'W #1 POT DENOTES SOD DENOTES ROCK MULCH (TYP) (4) ASRH —/ (3) LOND (3) ASRH (2) LIGU r- (1) TAXG (TYP) (TYP) Know what's Below. CCIH before you dig. 3 0 10 NORTH HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 L I I Y OF Monticeflo HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my directs ision, and that I am a duly Licensed Landscape Architect under the laws of the statE TA. �P Joshua K. Po � Licens o:T 0 Date: 03.0. 2_�\ Signature hown is a di re o ti of origina�"b\le ed p is plan on file at Landform Professional Se ice , LC office is equest. C�O IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 k N D F 0 R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L203HDE002.DWG PROJECT NO. HED22001 Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. MULCH (SEE PLANS) MULCH SHALL BE MAXIMUM ONE (1") INCH BELOW PAVING SURFACE 0 ° � a ROOT BALL rnnr PLAN VIEW NOTES: REFER TO LANDSCAPE PLAN(S) FOR SPECIFIC PLANTINGS WIDTH OF EXCAVATION SHALL EXTEND A MINIMUM OF SIX (6") INCHES BEYOND THE PLANT ROOT STRUCTURE. EDGING (SEE PLANS) REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED FINISHED GRADE A PLANTING SOIL (SEE PLANS) EXISTING SUBGRADE EDGING AT PLANTING BED C" SECTION ROUND -TOPPED BERM SECTION DIG PLANTING PIT Ilk 3X WIDTH OF ROOT BALL ORIGINAL GRADE SHALL PASS THROUGH POINT WHERE TRUNK MEETS TOP OF ROOT BALL. Iy1►169:I��IeI:L'1�7� EXISTING SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. PLANTING SOIL (SEE PLANS) SECTION VIEW ROUND -TOPPED SOIL BERM, 4" HIGH x 8" WIDE, ABOVE ROOT BALL SURFACE, CENTERED ON DOWNHILL SIDE FOR 240 DEGREES. MULCH (SEE PLANS) EDGING (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS) STEEP SLOPE PLANTING N N O N O 1 0 Z J NO SCALE NOTES: IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NO SCALE 8' STEEL STAKE. PLACE TWO (2) INCHES FROM ROOT BALL. PLAC AS SHOWN I TOP OF RO( SHALL BE LEV FINISHEE FINISHEE 3-5x DIA. OF SOIL BALL DOUBLE STRAND 14 GA. WIRE — 3' @ 120 DEGREE INTERVALS (TYP.) 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. FLAGGING: ONE (1) PER WIRE FOUR (4") INCHES SHREDDED HARDWOOD MULCH CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. PLANTING SOIL (SEE PLANS) EXISTING SOIL LOOSENED EDGE CONDITION VARIES (SEE PLANS) 2" X 2" X 24" WOOD STAKE SET AT ANGLE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EXISTING SUBGRADE NOTES: INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS. CONIFEROUS TREE PLANTING DIG PLANTING PIT Ilk 3X WIDEST DIMENSION OF ROOT BALL Ilk KUU I IJALL JI I J Uhl tJkIJ I IINU UK RECOMPACTED SUBGRADE. PLANT MATERIAL SHALL NOT BE PLACED CLOSER THAN ONE (1) FOOT FROM EDGE OF PLANTING BED SHRUB PLANTING SPACING VARIES (SEE PLANS) NO SCALE FOUR (4) INCH HIGH SOIL BERM CONSTRUCTED AROUND ENTIRE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL EDGE. MULCH (SEE PLANS) PLANTING SOIL (SEE PLANS) EDGING (SEE PLANS) REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE SHRUB BED(S) EXISTING SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. NOTES: IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. DIG PLANTING PIT NO DEEPER THAN HEIGHT OF ROOT BALL. `SC AKIF Y ICU I I UM AND SIDES OF HOLE PRIOR TO PLANTING. PERENNIAL PLANTING NO SCALE CREATE SAUCER AROUND PLANT WITH PLANTING SOIL MULCH XBiel 06 REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED BACKFILL WITH PLANTING SOIL THAT IS THOROUGHLY TILLED AND LOOSENED. (SEE PLANS) EXISTING SUBGRADE IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. Know what's Below. C(A before you dig. NO SCALE HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PIERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 I I Y OF Monticeflo HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my direct s Sion, and that I am a duly Licensed Landscape Architect under the laws of the statE TA. �P Joshua K. Popf Licens o: 4 0 Date: 03.0. 2�\ Signature hown is a di re o ti of originsF'b\11e ed p is plan on file at Landform Professional Be ice , LC office s request. C IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 k N D F 0 R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L701HDE002.DWG PROJECT NO. HED22001 Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. Lo N 00 N N 0 N co Lo 0 s Q m z LIGHT FIXTURE SCHEDULE X REBAR SIZE GENERAL NOTES: 18'-0" T-0" A. SEE SPECIFICATION SECTION FOR ADDITIONAL INFORMATION REGARDING FIXTURE AND INSTALLATION REQUIREMENTS. 10" B. MANUFACTURERS LISTED AS ACCEPTABLE SHALL MEET ALL REQUIREMENTS AND FEATURES INDICATED. ACCEPTABLE MANUFACTURERS MUST MEET THE PHOTOMETRIC PERFORMANCE OF THE LISTED UNIT. ELECTRICAL CONTRACTOR SHALL ENSURE THE FIXTURE DEPTH / HEIGHT WILL COMPLY WITH ADA REQUIREMENTS AND WILL NOT INTERFERE WITH OTHER TRADES WITHIN THE CEILING CAVITY. V � C. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED PARTS AND PIECES FOR A COMPLETE INSTALLATION. W NOTES: 1. PERFORMANCE & ELECTRICAL DATA LIGHT FIXTURE PROPERTIES MOUNTING TAG KELVIN FIXTURE 0 SEE NOTE LUMENS LOAD DESCRIPTION MANUFACTURER CATALOG SERIES TEMP VOLTAGE DEPTH OR TYPE HEIGHT 05-06-22 HEIGHT 0 JOB N0: 210285-02 LL SHEET NO: 0 E001 Z 20'- 0" SHOWN IN OA 18000 4000K 135 VA 120-277V TYPE III LED POLE LSI MRM LED 18L SIL 3 UNV DIM 40 70CRI IH IMSBT2 20'- 0" POLE BASE DETAIL SHOWN IN OB 18000 4000K 135 VA 120-277V TYPE IV LED POLE LSI MRM LED 18L SIL FT UNV DIM 40 70CRI IH IMSBT2 POLE BASE DETAIL 20'- 0" SHOWN IN OC 18000 4000K 135 VA 120-277V TYPE II LED POLE LSI MRM LED 18L SIL 2 UNV DIM 40 70CRI IH IMSBT2 POLE BASE DETAIL SHOWN IN 3'-8" OD 3000 4000K 29 VA 120-277V LED BOLLARD LSI MRB LED 30L ACR A UNV DIM 40 PC1208-277 BOLLARD BASE DETAIL ELECTRICAL SITE PLAN 1.1 = 30'-0" m A5 TRANSISTION TO PVC UPON EXITING 1 CONCRETE BASE. (TYPIC MIN. 1" RIGID STEEL COND NOTES: 1. A DRILLED 1'-0" DIA. HOLE SHALL BE USED AS THE FORM FOR THE CONCRETE BASE IN UNDISTURBED EARTH, EXCLUDING FILL MATERIAL. 2. BACKFILL AROUND CONCRETE BASE WITH COMPACTED GRANULAR BASE A MINIMUM OF 1'-0" IN ALL DIRECTIONS IN EXCAVATED AREAS OR IN EXISTING SOIL CONTAINING FILL OF OBJECTIONABLE MATERIAL. 3. DESIGN BASED ON IBC 2015: 100 MPH WIND SPEED - EXPOSURE C (1609.4.3) 150 PSF/FT - LATERAL SOIL PRESSURE (1610) OCCUPANCY CATEGORY II (1604.5) IMPORTANCE FACTOR 1.0 (ASCE 7 TABLE 1.5-1) ELECTRICAL SHEET INDEX E001 ELECTRICAL SITE PLAN E002 ELECTRICAL PHOTOMETRIC PLAN E003 LIGHT FIXTURE CUT SHEETS ELECTRICAL SYMBOLS ANCHOR BOLTS, SIZE AND SPACING PER MFRS. RECOMMENDATIONS TO ADDITIONAL POLES CONCRETE BASE BY ELECTRICAL CONTRACTOR. DESIGN MIX SHALL MEET REQUIREMENTS FOR EXTERIOR CONCRETE EXPOSED TO WEATHER. LIGHT FIXTURE BOLLARD BASE DETAIL - TYPE OD NTS BOLTS PER MANUFACTUF RECOMMENDA TRANSISTION TO PVC UPON EXITING 1 CONCRETE BASE. (TYPIC MIN. 1" RIGID STEEL COND (4) REINFORCING ROD AROUND B/ - SEE CHART FOR BAR S #3 TIES - SEE CHART FOR SPACI NOTES: 1. A DRILLED 2'-0" DIA. HOLE SHALL BE USED AS THE FORM FOR THE CONCRETE BASE IN UNDISTURBED EARTH, EXCLUDING FILL MATERIAL. 2. BACKFILL AROUND CONCRETE BASE WITH COMPACTED GRANULAR BASE A MINIMUM OF 2'-0" IN ALL DIRECTIONS IN EXCAVATED AREAS OR IN EXISTING SOIL CONTAINING FILL OF OBJECTIONABLE MATERIAL. 3. DESIGN BASED ON IBC 2015: 100 MPH WIND SPEED - EXPOSURE C (1609.4.3) 150 PSF/FT - LATERAL SOIL PRESSURE (1610) OCCUPANCY CATEGORY II (1604.5) IMPORTANCE FACTOR 1.0 (ASCE 7 TABLE 1.5-1) FIXTURE HEAD. SEE FIXTURE SCHEDULE ***STRAIGHT SQUARE STEEL POLE*** HANDHOLE POLE LUMINAIRE LIGHT FIXTURE BOLLARD DOUBLE NUT BASE PLATE PROVIDE GROUT WITH DRAIN PAINT BASE PER ARCHITECT'S REQUIREMENTS TO ADDITIONAL POLES CONCRETE BASE BY ELECTRICAL CONTRACTOR. DESIGN MIX SHALL MEET REQUIREMENTS FOR EXTERIOR CONCRETE EXPOSED TO WEATHER. 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'00 ` .0 0.0 ` .0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0. `0.00 `0.0 `0.0 `0.0 `0. o o `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0/ \O.0 .o`.o .o `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 \ `0. `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0� / `/ 0. `0. `0. `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `0.0 `Ob ` 0.0 ` `0. 0. 0. 0. 0.0 0.0 0.0 SOA o o ` `0. `0.0 ` .0 .0 0 0 `0.0 .g W 0 O OM N r� N O M M`t oo Ln Lf, M I, 72 C C 2 aK N N i i O -0 N N -0 3 f00 - � m o E o v v O V ,u N N Y � � � � M v N V1 3 v E E � E o � C> o o - N O V O M N 2 UCL (/) J J rU `W w Y zU �D _ja LL, LLI 19 cc REVISIONS O� ZQ \ J E U Cu W O O Z � O J Q V U of LU \ W 0 PROGRESS SET a) C 3 O DATE: V 05-06-22 C) 0 LL E) G i 00 E002 Z -P--O CT3 d5 U z Cu U (D 0 CO G REVISIONS O� ZQ \ J U W O O Z � O J Q V U of LU \ W \ / PROGRESS SET i O DATE: V 05-06-22 0 JOB N0: 210285-02 LL SHEET NO: 0 E002 Z co N 00 N N O N co LO 0 s Q CIO z Catalog #: Prepared By: Mirada Medium (MRM) Outdoor LED Area Light ?4A L 2'' c@us IP66 I K08 kim r�1 IN THE USA LISTED • Electrical Lumen Package 7,000 - 48,000 Wattage Range 48-401 Efficacy Range (LPW) 117-160 Weight lbs(kg) 30 (13.6) FEATURES & SPECIFICATIONS QUICK LINKS Date: Project: Type: OA - OB - OC Ordering Guide Performance Photometrics Dimensions Construction Electrical • Rugged die-cast aluminum housing High-performance programmable driver contains factory prewired driver and optical features over -voltage, under -voltage, short - unit. Cast aluminum wiring access door circuit and over temperature protection. located underneath. Custom lumen and wattage packages • Designed to mount to square or round available. poles. 0-10V dimming (10% - 100%) standard. • Fixtures are finished with LSTs DuraGrip Standard Universal Voltage(120-277 Vac) polyester powder coat finishing process. Input 50/60 Hz or optional High Voltage The DuraGrip finish withstands extreme (347-480 Vac). weather changes without cracking or L80 Calculated Life: >100k Hours (See peeling. Other standard LSI finishes Lumen Maintenance on Page 5) available. Consult factory. Total harmonic distortion: <20% • Shipping weight: 37 lbs in carton. Operating temperature: -40°C to +50°C Optical System (-40°F to +122°F). 42L and 48L lumen 0.08 packages rated to +40°C. • State -of -the -Art one piece silicone optic Power factor: >.90 sheet delivers industry leading optical • Input power stays constant over life. control with an integrated gasket to provide • Field replaceable 10kV surge protection IP66 rated sealed optical chamber in 1 device meets a minimum Category C Low component. operation (per ANSI/IEEE C62.41.2). • Proprietary silicone refractor optics provide • High -efficacy LEDs mounted to metal -core exceptional coverage and uniformity in IES circuit board to maximize heat dissipation Types 2, 3, 5W, FT, FTA and AM. • Components are fully encased in potting • Silicone optical material does not yellow or material for moisture resistance. Driver crack with age and provides a typical light complies with FCC standards. Driver and transmittance of 93%. key electronic components can easily be • Zero uplight. accessed. • Available in 5000K, 4000K, and 3000K Controls color temperatures per ANSI C78.377. Also Optional integral passive infrared Available in Phosphor Converted Amber Bluetooth"' motion and photocell with Peak intensity at 610nm. sensor (see page 9 for more details). • Minimum CRI of 70. Fixtures operate independently and can • Integral louver (IL) and house -side shield be commissioned via iOS or Android (IH) options available for improved configuration app backlight control without sacrificing street LSI's AirLinkT'" wireless control system side performance. See page 3 for more options reduce energy and maintenance details. costs while optimizing light quality 24/7. 2372 (see page 9 for more details). Installation • Designed to mount to square or round poles. • A single fastener secures the hinged door, underneath the housing and provides quick & easy access to the electrical compartment. • Included terminal block accepts up to 12 ga. wire. • Utilizes LSI's traditional 3" drill pattern B3 for easy fastening of LSI products. (See drawing on page 9) Warranty • LSI LED Fixtures carry a 5 -year warranty. Listings • Listed to UL 1598 and UL 8750. • Meets Buy American Act requirements. • IDA compliant; with 3000K color temperature selection. • Title 24 Compliant; see local ordinance for qualification information. • Suitable for wet Locations. • IP66 rated Luminaire per IEC 60598. • 3G rated for ANSI C136.31 high vibration applications are qualified. • DesignLights Consortium° (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights. org/QPL to confirm which versions are qualified. • Patented Silicone Optics (US Patent NO. 10,816,165 132) • IK08 rated luminiare per IEC 66262 mechanical impact code Specifications and dimensions subject to change without notice. LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. TYPE - OA, OB, OC Catalog # - Project Prepared By Date Page 1/9 Rev. 12/14/21 SPEC. 1045.A.0620 Features & Specifications 10 0 -AMEX IP66 ROHS ARRAuL us W COMPLIANT Funding Compliant Optical System Dimmable LISTED • Available in two optical distributions, symmetrical and asymmetrical. • High transmission clear flat acrylic lens seals the luminaire's optical cham- ber to IP66. THEA ,TU�SREo IN� •Available in 5000K, 4000K, 3000K, and 2700K color temperatures per ANSI Product Dimensions C78.377. Also available in Phosphor Converted Amber. Consult Factory for other color temperature requirements. 0 9.0 • Minimum CRI of 70. Consult Factory for Higher CRI requirements. (228.6 mm) Electrical • High-performance programmable driver features over -voltage, under -volt- age, short-circuit and over temperature protection. Custom lumen and 09.0 wattage packages available. (228.6 mm) • 0-10V dimming (10% - 100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz. Optional High Voltage 347-480 Vac Input available. • L91 Calculated Life: >100k Hours calculated @ 25°C per IESNA TM -21-11. 44" • Total harmonic distortion: <20% (1117.6 mm) • Operating temperature: -40°C to +50°C (-40°F to +122°F); Cold -weather emergency battery backup rated for -20°C minimum ambient. • Power factor: >.90 • Input power stays constant over life. • High -efficacy LEDs with integrated circuit board mount to the housing to maximize heat dissipation and promote long life. • Driver components are fully encased in potting long material for moisture UNIVERSAL MOUNTING BASE DETAIL • resistance. Driver complies with FCC standards. Driver and key electronic Note: Base plate dimensions may change without notice Components can easily be accessed. Do not use for setting anchor bolts. Consult factory for base plate templates. • Electrical components are mounted on a removable power tray. Bolt circles" Maximum • Field replaceable surge protection device meets a minimum Category C Low (114mm) Anchor Bolt operation (per ANSVIEEE C62.41.2). 3/8" x 10" Conduit • Optional 120v -277v integral emergency battery pack is available. The 90- opening 1.5" (38mm) minute batteries provide constant power to the LED system, ensuring code 3" (76mm) Bolt Projection compliance. A test switch/indicator button is installed on the housing for ease of maintenance. Maximum Bolt Circle is 6" Standard (Minimum) Bolt Circle is 4.5" LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com • (513) 372-3200 • ©LSI Industries Inc. All Rights Reserved. TYPE - OD Type: Mirada Medium Outdoor LED Area Light ORDERING GUIDE Back to Quick Links OPTICS ROTATION TYPICAL ORDER EXAMPLE: MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaire Light Lumen Light Prefix Source Package Output Distribution Orientation' Voltage Driver MRM - Mirada LED 7L - 7,000 Ims SIL - Silicone 2 - Type 2 (blank) - standard UNV - Universal Voltage (120-277V) DIM - 0-10V Dimming (0-10%) Twist Lock Photocell (347V) for use with CR7P s 122516 9L - 9,000 Ims 1225180 3 - Type 3 L- Optics rotated left 90° HV - High Voltage (347-480V) 661410 PMOS24-24V Pole -Mounted Occupancy Sensor (24V) 663284CLR 12L -12,000 Ims 149328 Wood Pole Bracket (6" Minimum Pole Diameter) 751219CLR 0.14 0.11 0.08 25L 18L -18,000 Ims 0.19 5W - Type 5 Wide R - Optics rotated right 90° 0.08 0.07 0.05 30L 24L - 24,000 Ims 1 0.24 FT - Forward Throw 1 0.12 1 0.10 0.08 0.06 88% 30L - 30,000 Ims 50 C FTA - Forward Throw Automotive 94% 89% 84% 80% 80 36L 36,000 Ims 25L AM - Automotive Merchandise A 70 1327 58 1736 42L - 42,000 Ims 1670 73 1926 84 1925 84 23.0 48L - 48,000 Ims ACR A 70 1634 56 2138 73.5 Custom Lumen 71 2372 82 2370 81 29.1 Packages' Color Temp Color Rendering Finish Options 50 - 5,000 CCT 70CRI - 70 CRI BLK - Black (Blank) - None 40 - 4,000 CCT BRZ - Dark Bronze 30 - 3,000 CCT GMG -Gun Metal Gray IH -Integral Houseside Shield' z AMB - Phosphor Converted Amber" GPT Graphite IL - Integral Louver (Sharp Spill Light Cutoff) MSV - Metallic Silver PLP - Platinum Plus SVG - Satin Verde Green WHT - White Controls (Choose One) (Blank) - None Stand -Alone Controls Lutron Limelight Controls Wireless Controls System EXT - 0-1 Ov Dimming leads extended to housing exterior LLC - LimeLight Integral Wireless Radio Control by Lutron' CR7P - 7 Pin Control Receptacle ANSI C136.41 1 LLCS1- Limelight Integral Wireless Radio Control and PIR Motion/ ALSC - AirLink Synapse Control System IMSBTI- Integral BluetoothTM Motion and Photocell Sensor Daylight Sensor by Lutron 8-15' mt height' ALSCH - AirLink Synapse Control System Host / Satelite3 (8-24' MH)5 LLCS2 - Limelight Integral Wireless Radio Control and PIR Motion/ ALSCS02 - AirLink Synapse Control System with 12-20' Motion Sensor g IMSBT'- Integral Bluetooth TM Motion and Photocell Sensor Daylight Sensor by Lutron 16-30' mt hei ht' ALSCHS02 - AirLink Synapse Control System Host/ Satelite with 12-20' Motion Sensor' (25-40' MH)5LLCS3- Limelight Integral Wireless Radio Control and PIR Motion/ ALSCSO4 - AirLink Synapse Control System with 20-40' Motion Sensor 3 Daylight Sensor by Lutron 31-40' mt height' ALSCHSO4 - AirLink Synapse Control System Host / Satelite with 20-40' Motion Sensor Button Type Photocells ALBCSI - AirLink Blue Wireless Motion & Photo Sensor Controller (8-24' mounting height) PCH 20 -120V ALBCS2 - AirLink Blue Wireless Motion & Photo Sensor Controller (25-40' mounting height) PC1208-277 - 208 -277V PCI347 - 347V Accessory Ordering Information' Controls Accessories Description Order Number Description Order Numberr10 PC120 Photocell for use with CR7P option (120V)l 122514 PC208-277 Photocell for use with CR7P option (208V, 240V, 277V)e 122515 Twist Lock Photocell (347V) for use with CR7P s 122516 Twist Lock Photocell (48oV) for use with CR7P a 1225180 AirLink 5 Pin Twist Lock Controller a 661409 AirLink 7 Pin Twist Lock Controller a 661410 PMOS24-24V Pole -Mounted Occupancy Sensor (24V) 663284CLR Shorting Cap for use with CR7P 149328 Fusing Options" Description Order Number Single Fusing (120V) See Fusing Accessory Guide Single Fusing (277V) Double Fusing (208V, 240V) Double Fusing (480V) Zone Large Double Fusing (347V) Shielding Options Mirada Small See Shielding Mirada Medium Mirada Large Zone Medium Guide Zone Large Slice Medium Mounting Accessories' 7. Accessories are shipped separately and field installed. Description Order Number10 Universal Mounting Bracket 684616CLR Adjustable Slip Fitter (2" - 2 3/8" Tenon) 688138CLR Horizontal Slip Fitter (2" - 2 3/8" Tenon) 652761 CLR Quick Mount Pole Bracket (Square Pole) 687073CLR Quick Mount Pole Bracket (4-5" Round Pole) 689903CLR 15 Tilt Quick Mount Pole Bracket (Square Pole) 688003CLR 15 Tilt Quick Mount Pole Bracket (4-5" Round Pole) 689905CLR Wall Mount Bracket 382132CLR Wood Pole Bracket (6" Minimum Pole Diameter) 751219CLR Miscellaneous Accessories 7. Accessories are shipped separately and field installed. Description Order Number Integral Louver/Shield 690981 Integral House Side Shield 743415 10' Linear Bird Spike Kit (3' Recommended per Luminaire) 751632 FOOTNOTES: 7. Accessories are shipped separately and field installed. 1. Custom lumen and wattage packages available, consult factory. Values are within industry 8. Factory installed CR7P option required. See Options. standard tolerances but not DLC listed. 9. "CLR" denotes finish. See Finish options. 2. Not available with 5W distribution 10. Only available with ALSC/ALSCH control options. 3. Consult Factory for availability. 11. Fusing must be located in hand hole of pole. See Fusing Accessory Guide for compatability. 4. Not available in HV. 12. Only available in 9L and 12L Lumen Packages. Consult factory for lead time and availability. 5. IMSBT is field configurable via the LSI app that can be downloaded from your smartphone's 0.13 native app store. 0.09 6. Control device or shorting cap must be ordered separately. See Accessory Ordering 30L Information. 0.32 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isicorp.com Page 2/9 Rev. 12/14/21 (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. SPEC.1045.A.0620 TYPE - OA, OB, OC Features & Specifications (Cont. Construction • Precision 2pc die-cast aluminum head maintains durability and consistency while providing vandal resistance, effective heat dissipation, and superior aesthetics. • 8-5/8" OD one-piece extruded aluminum heavy wall .322 inch thick seamless shaft. Various heights are available in 6" increments starting at a minimum of 26" (maximum height is 62"). • Lower housing attaches to cast aluminum universal base plate with four stainless steel roll pins. Accommodates 4.5" - 6" bolt circles. • Optional roughneck zinc plated steel base plate (.375" thick) with welded U shaped reinforcement. 3/8" diameter 302 stainless steel roll pins with 10,000 Ib. shear load. • IP66 rated Optical and Driver compartment protects integral components from harsh environments. • Luminaire is proudly manufactured in the U.S. of U.S. and imported parts. • Fixtures are finished with LSI's DuraGrip° polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. Other standard LSI finishes available. Consult factory. • Shipping weight: 40 lbs in carton. Controls • Electronic Button photocell available in dedicated voltages (120v, 277v, 347v). Installation • Easy leveling even in uneven areas and full 360 -degree rotation for precise alignment during installation. • Base plate installs with four heavy-duty 3/8" x 10" galvanized steel anchor bolts. • Base plate attaches to lower extruded housing via four stainless steel roll pins. Warranty • LSI LED Fixtures carry a 5 -year warranty. • 1 Year warranty on optional Battery Back Up. Test regularly in accordance with local codes. Listings • Listed to UL 1598 and UL 8750. • RoHS Compliant. • Lighting Facts Approved. • Suitable For wet Locations. • IP66 rated Driver compartment and IP66 rated optical chamber per IEC 60598. • IDA compliant; with 3000K or 2700K color temperature selection. Mirada Bollard - MRB LED Architectural Bollard Performance ELECTRICAL DATA (Amps)* Lumen Package Distribution 120V 208V 240V 277V 347V 480V 25L S 0.25 0.15 0.13 0.11 0.09 0.06 30L S 0.32 0.18 0.16 0.14 0.11 0.08 25L A 0.19 0.11 0.10 0.08 0.07 0.05 30L A 1 0.24 1 0.14 1 0.12 1 0.10 0.08 0.06 *Electrical data at 25C (77F). Actual wattage may differ by +/-10%. Recommended Lumen Maintenance' AMBIENT TEMP C INITIAL' 25K HR' 50K HR' 75K HR' 100K HR3 0 C 100% 98% 95% 93% 90% 10C 100% 98% 95% 93% 90% 20 C 100% 98% 95% 93% 91% 25 C 100% 98% 96% 93% 91% 30 C 99% 96% 93% 91% 88% 40 C 99% 95% 91% 88% 85% 50 C 99% 94% 89% 84% 80% 1- Lumen maintenance values at 25C are calculated per TM -21 based on LM -80 data and in-situ testing. 2- In accordance with IESNA TM -21-11, Projected Values represent interpolated value based on time durations that are within six times the IESNA LM -80-08 total test duration for the device under testing. 3- In accordance with IESNA TM -21-11, Calculated Values represent time durations that exceed six times the IESNA LM -80-08 total test duration for the device under testing LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com • (513) 372-3200 • ©LSI Industries Inc. All Rights Reserved. TYPE - OD Type: Mirada Medium Outdoor LED Area Light ACCESSORIES/OPTIONS Integral Louver (IL) and House -Side Shield (IH) Accessory louver and shield available for improved backlight control without sacrificing street side performance. LSI's Integral Louver (L) and Integral House -Side Shield (IH) options deliver backlight control that significantly reduces filspill light behind the poles for applications with pole locations close to adjacent properties. The design maximizes forward reflected light while reducing glare, maintaining the optical distribution selected, and most importantly eliminating light trespass. Both options rotate with the optical distribution. Luminaire Shown with IMSBT & IL/IH Options Optics Rotated Right Use Type R (Optics Rotated Right) EXAMPLE Use Type L (Optics Rotated Left) 7 Pin Photoelectric Control 7 -pin ANSI C136.41-2013 control receptacle option available for p p p twist lock photocontrols or wireless control modules. Control accessories sold separately. Dimming leads from the receptacle will be connected to the driver dimming leads (Consult factory for alternate wiring). Luminaire Shown with PCR 7P LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isicorp.com . c 513 372-3200 02020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. ( ) g p 1 g Performance TYPE - OA, OB, OC Page 3/9 Rev. 12/14/21 SPEC. 1045.A.0620 Mirada Bollard - MRB LED Architectural Bollard DELIVERED LUMENS* Lumen Package Lens Type Distribution CRI AMB CCT 2700K CCT 3000K CCT 4000K CCT 5000K CCT Wattage Delivered Lumens Efficacy Delivered Lumens Efficacy Delivered Lumens Efficacy Delivered Lumens Efficacy Delivered Lumens Efficacy 25L ACR S 70 1713 56 2242 74 2156 71 2487 82 2485 81 30.5 30L ACR S 70 2110 55 2761 71.9 2655 69 3063 80 3061 80 38.4 25L ACR A 70 1327 58 1736 75.5 1670 73 1926 84 1925 84 23.0 30L ACR A 70 1634 56 2138 73.5 2056 71 2372 82 2370 81 29.1 *LED Chips are frequently updated therefore values are nominal. All published luminaire photometric testing performed to IESNA LM -79 standards. ISO footcandle plots below demonstrate the (MRB) light patterns only. Not for total fixture output. For complete specifications and IES files, see website. � r Symmetric Asymmetric Luminaire Ordering Information TYPICAL ORDER EXAMPLE: MRB LED 30L ACR S UNV DIM 40 PCI120 BB BRZ HSS Lumen Prefix Source Package Lens Distribution Voltage Driver MRB LED 25L - 2,500 Im ACR - Acrylic A - Asymmetric UNV - Universal Voltage (120-277V DIM -0-10v Dimming (10-100%) (Mirada Bollard) PCI120 -120V 30L - 3,000 Im BRZ - Dark Bronze S - Symmetrical HV - High Voltage (347 - 480v) g PC1208-277 - 208-277V 0 Custom Lumen LAB - Less Anchor Bolts 27 - 2,700K' PCI347 - 347V CDL0 GPT - Graphite Packages' AMB - Phosphor Cl) Z Q Color Temp CRI Controls (Choose one) Battery Backup' Finish Options 50 - 5,000K (Blank) - 70CRI Button Type Photocells BB - Battery Backup BLK - Black H - XX (Specify Heights' 40 - 4,000K M PCI120 -120V CWBB - Cold Weather Battery Backup BRZ - Dark Bronze GFR - GFI Duplex Receptacle 30 - 3,000K g PC1208-277 - 208-277V 0 GMG - Gun Metal Gray LAB - Less Anchor Bolts 27 - 2,700K' PCI347 - 347V CDL0 GPT - Graphite RN - Roughneck Heavy Duty Mtg Plate AMB - Phosphor Cl) Z Q MSV - Metallic Silver DATE: V 05-06-22 PLP -Platinum Plus O Converted Amber' 0 SHEET NO: U) L a) 0 SVG - Satin Verde Green Z � 0 WHT - White 0 Accessory Ordering Information FOOTNOTES Description Order Number 1 - Consult Factory for availability. HSS House Side Shield 699105 2 - Standard height is 44". Non Standard heights are available in 6" increments. Minimum height is 26", 32" with battery backup option. Maximum height is 62". Galvanized anchor Bolt kit 285560 3 - Accessories are shipped seperately and field installed. 4 - Not available in HV Voltage. 5 - Custom lumen and wattage packages available consult factory. Values are within industry standard tolerances but not DLC listed. 09/29/21 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com • (513) 372-3200 • ©LSI Industries Inc. All Rights Reserved. TYPE - OD o rn co rn M O� CO O Ol O V Ln Un V V N M N V vl cD OM N N co M m M 00 In l!', M � N 172 o ooh -2 3 0 o c E M Eova Y Q O 3 V � M v N 3 v E R _0o o � o 2 N O 0 N 2 U� VN J J ry P �U W LU �L ZU W CLQ &6 REVISIONS cn H LU U-1 .E= M U Z Lu O g 0 }' � E � CDL0 PROGRESS SET Cl) Z Q O DATE: V 05-06-22 O JOB NO: 210285-02 0 SHEET NO: U) L a) 0 U Z � 0 Q 0 0 REVISIONS cn H LU U-1 U Z Lu O X V � � J PROGRESS SET Cl) Z O DATE: V 05-06-22 O JOB NO: 210285-02 LL SHEET NO: E003 z SRF To: Brian Nicholson Headwaters Development From: Tom Sachi, PE, Associate Ashley Sherry, EIT, Engineer Date: November 19, 2021 Subject: Monticello Senior Housing Traffic Study Introduction Memorandum SRF No. 15156 As requested, SRF has completed a traffic study for the proposed senior housing development in the southwest quadrant of the Golf Course Road and 7th Street W intersection in Monticello, MN (see Figure 1: Project Location). The main objectives of this study are to review existing operations within the study area, evaluate traffic impacts of the proposed development under future conditions, and recommend any necessary improvements to accommodate the proposed development. The following information provides the assumptions, analysis, and recommendations offered for consideration. Existing Conditions Existing conditions were reviewed to establish a baseline in order to identify any future impacts associated with the proposed development. The evaluation of existing conditions includes various data collection activities, roadway characteristics, and an intersection capacity analysis, which are summarized in the following sections. Data Collection Weekday a.m. and p.m. peak hour vehicle turning movement and pedestrian/bicyclist counts were collected by SRF during the week of October 25, 2021 at the following study intersections: ■ Golf Course Road and 7th Street W ■ 7th Street W and Elm Street The turning movement counts were modified based on available average daily traffic (ADT) counts to reflect typical year 2021 conditions (i.e. non-COVID conditions). In addition, a small sample (nearly 100 vehicles) of speed data was collected along Golf Course Road, in both directions, to understand travel speeds. The speed data indicates that 85th percentile speeds recorded along Golf Course Road were approximately 30 miles per hour (mph), which matches the speed limit at that location. It should be noted that residents have indicated that high -speeds, particularly in the eastbound direction, can make northbound left -turns from 7th Street W to Golf Course Road appear dangerous. www.srfconsuIting.com 3701 Wayzata Boulevard, Suite 100 1 Minneapolis, MN 55416-37911 763.475.0010 Equal Employment Opportunity / Afirmative Action Employer •:� all ! ! 'I►r • ep •�i Pro Project Location ISRFMonticello Senior Housing Traffic Study City of Monticello, MN 02015156 November 2021 on VA �. --,V" f"Iel' urs RSI � .s►�t i�Fr + - f ,. •>M� eta' Figure 1 Monticello Senior Housing Traffic Study Roadway Characteristics November 19, 2021 A field assessment was completed to identify various roadway characteristics within the transportation system study area, such as functional classification, general configuration, and posted speed limit. A summary of these roadway characteristics is shown in Table 1. Note that these are general characteristics and that there are some deviations within the area or segments of the roadways. For example, the speed limit on Golf Course Road transitions from 40 -mph to 30 -mph east of I-94. Table 1. Existing Roadway Characteristics Roadway Functional Classification (1) General Configuration Posted Speed Limit (mph) Golf Course Road Major Collector 2 -lane undivided 30/40(2) 7th Street W Major Collector 2 -lane undivided 30 (3) (1) Functional classification based on the Monticello 2040 Comprehensive Plan. (2) The speed limit of Golf Course Road transitions from 40 -mph to 30 -mph east of 1-94. (3) Currently has an unposted speed limit. Speed limit assumed to operate at 30 -mph. From a traffic control perspective, the Golf Course Road/7th Street W and 7th Street W/Elm Street intersections are unsignalized with side -street stop control. Existing geometrics, traffic controls, and volumes are shown in Figure 2. Intersection Capacity Analysis An intersection capacity analysis was completed using Synchro/SimTraffic software to establish a baseline condition to which future traffic operations could be compared. Capacity analysis results identify a Level of Service (LOS), which indicates the quality of traffic flow through an intersection. Intersections are graded from LOS A through LOS F. The results are based on average delay per vehicle, which correspond to the delay threshold values shown in Table 2. LOS A indicates the best traffic operation, with vehicles experiencing minimal delays. LOS F indicates an intersection where demand exceeds capacity, or a breakdown of traffic flow. Overall intersection LOS A through LOS D is considered acceptable in the Twin Cities Metropolitan Area. Table 2. Level of Service Criteria for Signalized and Unsignalized Intersections LOS Designation Signalized Intersection Average Delay/Vehicle (seconds) Unsignalized Intersection Average Delay/Vehicle (seconds) A <_ 10 <_ 10 B >10-20 >10-15 C >20-35 >15-25 D > 35 - 55 > 25 - 35 E > 55 - 80 > 35 - 50 F > 80 > 50 Page 3 ... •i41K 'xAk '0 f , LEGEND XX - A.M. Peak Hour Volume (XX) P.M. Peak Hour Volume O Side -Street Stop Control Existing Conditions SR Monticello Senior Housing Traffic Study City of Monticello, MN 02015156 November 2021 Golf Course Rd 90 123 • n ' } �` '� ti, 3 (6) r ar`'f 1�'. 9 (139) 88 (38) 29 00 n 3 Golf Course Road `. ..� ._ » ...._ '"!""�!►t- r Figure 2 Monticello Senior Housing Traffic Study November 19, 2021 For side -street stop -controlled intersections, special emphasis is given to providing an estimate for the level of service of the side -street approach. Traffic operations at an unsignalized intersection with side -street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, the majority of delay is attributed to the side -street approaches. It is typical of intersections with higher mainline traffic volumes to experience high levels of delay (i.e. poor levels of service) on the side -street approaches, but an acceptable overall intersection level of service during peak hour conditions. Results of the existing capacity analysis, shown in Table 3, indicate that the study intersections currently operate at an acceptable overall LOS A during the a.m. and p.m. peak hours with the existing geometric layout and traffic controls. No significant queuing issues were identified. Table 3. Existing Intersection Capacity Analysis Intersection A.M. Peak Hour LOS Delay P.M. Peak Hour LOS Delay Golf Course Road and 7th Street W (1) A/B 10 sec. A/B 11 sec. 7th Street W and Elm Street (1) A/B 10 sec. A/B 10 sec. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. The following information summarizes the operational observations identified as part of the existing capacity analysis: • Golf Course Road and 7th Street W: o Eastbound vehicles were observed to utilize the shoulder to perform an eastbound right -turn movement, likely to avoid obstructing free-flowing eastbound traffic. Consideration could be made towards providing an eastbound right -turn lane to help facilitate this movement and provide safety benefits. However, given the minimal volumes, it is not needed from an operational perspective. Proposed Development The proposed development, shown in Figure 3, is proposed to be constructed in the southwest quadrant of the Golf Course Road and 7th Street W intersection. The site is expected to include 60 townhome units and a 100 -unit multi -family building. Note, the proposed development is expected to operate as a senior housing (age 55+) facility. Two (2) access points are proposed to the development along 7th Street W. The north access is approximately 350 feet south of the Golf Course Road/7th Street W intersection and the south access is approximately one-quarter (1/4) mile north of the 7th Street W/Elm Street intersection. Page 5 Golf Course Road ■ ON y { ,. 4r, 1 of Site Plan ISRFMonticello Senior Housing Traffic Study City of Monticello, MN 02015156 November 2021 Ilk fir-• �.���„" • �• .. m� I�.� � • L .E M . Figure 3 Monticello Senior Housing Traffic Study Traffic Forecasts November 19, 2021 To identify potential impacts associated with the proposed development, traffic forecasts for year 2024 (i.e. one-year after opening) conditions were developed. The year 2024 conditions take into account general background traffic and traffic generated by the proposed development. Background Growth To account for general background growth in the area, an annual growth rate of one and a half (1.5) percent was applied to the existing peak hour volumes to develop year 2024 background forecasts. This growth rate was developed using a combination of existing area growth patterns, historical average daily traffic (ADT) volumes, traffic forecasts from the Monticello 2040 Comprehensive Plan, and engineering judgement. Trip Generation To account for traffic impacts associated with the proposed development, trip generation estimates for the proposed land uses were developed for the a.m. and p.m. peak hours and on a daily basis. These estimates, shown in Table 4, were developed using the ITE Trip Generation Manual, 9 I tb Edition. Table 4. Trip Generation Estimate Land Use Type (ITE Code) Size A.M. Peak Hour P.M. Peak Hour Daily Trips In Out In Out Senior Adult Housing Single Family (251) 60 -units 5 10 11 7 259 Senior Adult Housing -Attached (252) 100 -units 7 13 14 324 Total Site Trips 12 23 25 583 Results of the trip generation estimate indicates that the proposed senior housing development is expected to generate approximately 35 a.m. peak hour, 43 p.m. peak hour, and 583 daily vehicles trips. The trips generated were distributed to the study area based on the directional distribution shown in Figure 4, which was developed based on existing travel patterns and engineering judgement. The resultant year 2024 traffic forecasts, which include general background growth and trips generated by the proposed development, are shown in Figure 5. Page 7 E -I '7 " , , ' -•4Q + hk* A6 7A. 'N 00, 10" Ilk e r., fie T I Ah. Ilk V Golf Course Road tlU D DI ISRF 02015156 November 2021 K,.Jjr `140 Directional Distribution Monticello Senior Housing Traffic Study City of Monticello, MN _7 k 41 Z Figure 4 r ► • 95 (130) t Ilk M"� '� 'i'' - �y +�.. 1• Golf Course Rd (145) 95 y DID LEGEND XX - A.M. Peak Hour Volume (XX) P.M. Peak Hour Volume O Side -Street Stop Control 4Q Z �o P°oe5 �p Ohl of •..�; "� � - ty � � �. ro�Gy Golf Course Road 30 (10s) (SS e (S)) S � ko � � h 44 y ] •'N� 1- ` i'' 7•" ro'1 S s S 00 /9s r(�► r,o Year 2024 Build Conditions SR Monticello Senior Housing Traffic Study City of Monticello, MN 02015156 November 2021 Figure 5 J m L A. �. DID LEGEND XX - A.M. Peak Hour Volume (XX) P.M. Peak Hour Volume O Side -Street Stop Control 4Q Z �o P°oe5 �p Ohl of •..�; "� � - ty � � �. ro�Gy Golf Course Road 30 (10s) (SS e (S)) S � ko � � h 44 y ] •'N� 1- ` i'' 7•" ro'1 S s S 00 /9s r(�► r,o Year 2024 Build Conditions SR Monticello Senior Housing Traffic Study City of Monticello, MN 02015156 November 2021 Figure 5 Monticello Senior Housing Traffic Study November 19, 2021 Year 2024 Build Conditions Intersection Operations Analysis To determine how the study intersections and site access will operate under year 2024 conditions, an intersection capacity analysis was completed using Synchro/SimTraffic. Results of the analysis, summarized in Table 5, indicates that all study intersections and site access are expected to operate at an acceptable overall LOS A during peak hours, with the existing roadway geometry and traffic controls. Side -street delays at the study intersections are expected to increase by approximately one (1) second per vehicle under the future build conditions. Table 5. Year 2024 Build Conditions Peak Hour Capacity Analysis Intersection A.M. Peak Hour P.M. Peak Hour LOS Delay LOS Delay Golf Course Road And 7th Street W (1) A/B 10 sec. A/B 11 sec. 7th Street W and North Access (1) A/A 9 sec. A/A 9 sec. 7th Street W and South Access (1) A/A 9 sec. A/A 9 sec. 7th Street W and Elm Street (1) A/B 10 sec. A/B 11 sec. (1) Indicates an unsignalized intersection with side -street stop control, where the overall LOS is shown followed by the worst approach LOS. The delay shown represents the worst side -street approach delay. Based on the year 2024 build conditions operations analysis, no geometric or traffic control changes are needed to accommodate the proposed development from an intersection capacity perspective. It is not expected that any turn lane modifications along 7th Street W will be necessary to accommodate turning traffic to the proposed development. Long Term Considerations While not needed as a result of the proposed development, if traffic volumes along 7th Street W reach between 5,000 to 7,500 vpd, the City could consider restriping the roadway to a three -lane facility to allow a center left -turn lane. The current roadway width is approximately 46 feet, which would allow for this roadway configuration through restriping, thus would not require reconstruction. However, reconfiguring the roadway to a three -lane facility would likely result in the removal of on -street parking on at least one side of the roadway. Page 10 Monticello Senior Housing Traffic Study Site Plan Review November 19, 2021 A review of the proposed development site plan was completed to identify any issues and provide potential improvements for consideration with regard to sight distance, access, parking, and circulation. In general, the following should be considered when designing internal traffic control and access roadways: ■ Incorporate traffic controls, signing, and striping based on guidelines established in the Manual on Uniform Traffic Control Devices (MUTCD). ■ Special consideration should be made to limit any sight distance impacts from future structures, landscaping, and signing. Summary and Conclusions The following study conclusions and recommendations are offered for consideration: 1) Results of the existing intersection capacity analysis indicate that the study intersections currently operate at an acceptable overall LOS A during the a.m. and p.m. peak hours with the existing geometric layout and traffic controls. No significant side -street delays or queuing issues were identified. 2) The proposed development includes 60 townhome units and a 100 -unit multi -family building. 3) The proposed development is expected to generate 35 a.m. peak hour, 43 p.m. peak hour, and 583 daily trips. 4) Results of the year 2024 build capacity analysis indicate that study intersections are expected to continue to operate at an acceptable overall LOS A during the peak hours. No significant side - street delays or queuing issues were identified. a. Side -street delays are expected to increase by approximately one (1) second during the a.m. and p.m. peak hours. 5) No roadway changes or mitigation are anticipated to be needed to accommodate the proposed development from an intersection capacity perspective. H.\Pmjeas\ 95000\ 15156\TraffStudj\Deborts\Deport\ 15156_MonticelloSeniorHousingTS_219199.docx Page 11 SENIOR UNIT TYPE DEMAND 10 Active Adult Housing Demand for market rate, active living senior housing comes from those household that prefer this type of unit and can afford it, either because they have sufficient current income or because they have sufficient savings, most often in the form of home sale equity. All households in this demand category, both current and projected, have at least one household member above the age of 55. Many active adult housing communities are age -restricted and become available once a household member reaches the limit (typically 55), while other are not restricted - solely marketing themselves as active adult communities to ensure inclusivity. sow It is important to note that indicated demand for this market type does not include units that already exist within the market, and should be adjusted accordingly. Market Rate Active Adult Demand Demand 2020 2025 Number of Households wiih Qualifying Incomes 437 641 Potentially Qualifying Households with Home Sale Equity 110 112 Base Demand 547 753 Unit Type Preference 6.5% 6.50 Existing City Resident Demand 36 49 New City Resident Demand 24 34 Total unit demand 60 units 83 unit Subsidized Independent Living;` Ilk Subsidized independent living refers to income -restricted independent living developments. This offers opportunity for income -limited and fixed-income households to have access to those services they require as they continue to age. Demand is calculated by measure of fixed- and income -restricted households without the potential for home sale equity. This is then adjusted to the average percentage of households who prefer or need to live in this style housing in 55+ age categories. It is important to note that indicated demand for this market type does not include units that already exist within the market, and should be adjusted accordingly. Unit Demand & Recommendations 107 Demand Subsidized Independent Living 2020 2025 Number of Households with Qualifying Incomes 493 548 Base Demand 493 548 Unit Type Preference 12.5% 12.5% Existing City Resident Demand 62 69 New City Resident Demand 30 34 Total unit demand 92 units 103 writs Unit Demand & Recommendations 107 io8 SENIOR UNIT TYPE DEMAND Market Rate Independent Livin Market Rate independent living refers to non -income restricted independent living developments. This offers opportunity for higher -income senior households and those with potential home sale equity to have access to required services as they continue to age. It is important to note that indicated demand for this market type does not include units that already exist within the market, and should be adjusted accordingly. Market Rate Independent Living Demand 2020 2025 Number of Households with Qualifying Incomes 219 246 Potentially Qualifying Households with Home Sale Equity 74 84 Base Demand 293 330 Unit Type Preference 10% 10% Existing City Resident Demand 29 33 New City Resident Demand 18 22 Total unit demand 41 units 55 Univ Market Rate Assisted Living Market Rate assisted living refers to assisted living development for households with a higher - income or access to potential home sale equity. Demand is calculated by measure of income - qualified households, as well as potentially qualifying household with access to home sale equity. This is then adjusted based on the local number of single -person senior households in Monticello, and filtered by the estimated percent of households who can continue in-home care as opposed to assisted living. It is important to note that indicated demand for this market type does not include units that already exist within the market, and should be adjusted accordingly. Market•.- Assisted Living Demand 2025 Persons in Need with Potential Home Sale Equity 368 480 Percent of Households with Qualifying Incomes 41% 41% Number of Income Qualified Households 221 221 Base Demand 370 416 Demand from Current Single Person Households 167 187 Demand from Current Two Person Households 204 229 Unit Type Preference/Need 40% 40% Existing City Resident Demand 148 166 New City Resident Demand 60 76 Total unit demand 208 units 242 units City of Monticello Housing Needs and Demand GROWTH STRATEGY MAP FUTURE LAND USE MAP MIXED -DENSITY RESIDENTIAL (MDR) The Mixed -Density Residential designation applies to areas of the City where mixed housing types and medium to high density housing are appropriate. Housing types could include attached housing such as apartments, townhomes, condominiums and multi -family buildings. It may also includes areas appropriate for small -lot single-family homes and cottage homes. Densities generally range between 8 to 25 units per acres corresponding to site area allowances of 1,700-5,000 square feet per unit. Allowed density is dependent on adjacent land uses, existing building form and character and other factors. Higher densities are permitted at the discretion of the City. These areas have mixed housing types and reflect a denser, more urban environment. Buildings in these areas are generally between two to five stories and may have surface parking. Other compatible uses, such as schools, nursing homes, parks and religious facilities may also locate in this designation. Residential Medium to High Density (Residential characterized by a wide mix of housing types) • Senior Living Facility Public/institutional • Schools Recreational • Parks/Playgrounds Open Space • Sensitive Habitat Primary Mode Vehicular (slow speeds) Secondary Mode Pedestrian paths and trails Bicycle facilities and parking Transit or Shuttle Service • Density - 8 - 25+ units/acre (Medium to High Density Residential) • Height - 1-5 stories • Lot Area - 1,700-5,000 sq. ft. per unit 2018 Correlating Zoning District R-3 Medium Density Residential District R-4 Medium -High Density Residence District INFORMATIONZONING LAND USE, GROWTH AND ORDERLY ANNEXATION IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM I I Policy 2.1. Neighborhood Strategy2.1.1- Adopt zoning regulations Diversity & Life -Cycle Housing • • that allow for a wider diversity of housing types, identify character defining features and O O • • • • • - • Sustain a diverse array of encourage a center of focus for • - - • • - neighborhood character and each neighborhood. • • • • . - housing types throughout . • • • • • - - • • • Monticello. These will range from • • - - • - . • estate residential to established Strategy2.1.2- Encourage opportunities for residents to stay in Monticello, with additional O �a - • - - • • - • • • • - • traditional neighborhoods, to options for estate residential, senior living, and • • . - • • • • • new planned subdivisions and other life -cycle options. Strategy2.1.3 - Amend zoning regulations as • • • . - - • • - conservation development, and • . - • - • • - - • • neighborhoods oriented around r or actiity rthat • .. •• • necessary to allow for small -lot single family homes, neo -traditional housing styles, cottage O • ' -•• • - • , , • The unique design elements homes, accessorydwellingunits (ADUs), and - • • . • • . • define each neighborhood should mansion style condos. . • • • • be protected and enhanced in the future including its housing stock, Strategy 2.1.4 - Encourage housing options which incorporate Universal Design to promote O (0) parks and public infrastructure. housing equity in choice. Strategy2.1.5 - Consider allowing Accessory Dwelling Units (ADUs). O Monticello's neighborhoods help define the city's form and sense of place. The city's neighborhoods will continue to evolve in the years ahead. In areas where the basic development pattern is already established continued reinvestment in the housing stock and infrastructure is encouraged with an emphasis on sustainable design in terms of private property improvement and investment, as well as capital improvements. In the outlying areas of the city where the development pattern is still evolving, new neighborhoods will be safe, healthy, attractive with a diverse population and housing stock. The planning objective for all Monticello residential areas is to make each neighborhood "complete" — with a variety of housing choices, proximity to neighborhood- scaled commercial services, community services, and neighborhood parks that serve as an identifiable center and gathering place for its neighbors and future residents. MONTICELLO 2040 COMPLETE NEIGHBORHOODSCHAPTER MONTICELLO 2040 VISION + PLAN IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM 202 IMPLEMENTATION Policy 2.7. Locations for Higher Strategy2.7.1-Amend the Zoning Map to be Density Housing consistent with the Future Land Use Map and identify areas where mixed -density residential Generally, locate new higher uses are appropriate. density housing and mixed use development in proximity to Downtown where there is good access to parks and open space, proximity to local -serving commercial uses, and proximity to the transportation network. O �i Consider impacts to over concentration of multi -family uses in specific locations. Conversely, the City should discourage the use of vacant sites with these attributes for new low employee intensity or low value land uses. Policy 2.8: Equitable Planning Ensure that no single neighborhood or population group is disproportionately O a impacted by flooding or environmental burdens, city services, incompatible uses, neighborhood constraints or potential hazards. Policy 2.9 - Neighborhood Design Strategy2.9.1- Integrate open space, parks, Support the development of street trees, landscaping, and natural features into Monticello's neighborhoods to enhance O neighborhoods with a strong set of their visual quality, create inviting and safe amenities which enhance quality spaces, and improve access to nature of life, retain residents and support and recreation. continued investment. Strategy2.9.2- Create and maintain a Neighborhood Conservation Overlay zoning district to identify areas that should O be developed in a manner consistent with conservation style development. 202 IMPLEMENTATION IMPLEMENTATION CHART: ECONOMIC DEVELOPMENT SHORT- I LONG- ONGOING THEME TERM TERM • • • • Policy 4.2. Revitalization Strategy 4.2.1 -Evaluate any development related processes or fees which could be r\r\r\ modified to support or encourage reinvestment O JJl Support revitalization efforts for in targeted areas. publicly owned properties and other opportunity sites Strategy 4.2.2 -Research and develop reinvestment programs for targeted housing throughout the community. areas and other sites throughout the community O for long-term investment. Strategy4.2.3- Use strategies identified in the Community Character, Design and the Arts O ((( Chapter in revitalization projects. 1Il • Policy 5.1. Strategy 5.1.1- Continue to market workforce Housing to Support Employment housing development on EDA -owned land along East 4th Street and Outlot A of Country O Actively promote and seek Club Manor, or at other suitable sites in the City, ' opportunities for the development including the Downtown. - of a wide variety of housing types, styles and price points as Strategy5.1.2-Maintain and update annually a mechanism to support and property availability maps for residential O housing sites as identified in the attract employment. 2020 Housing Report. Strategy5.t3- Support efforts by private and non-profit entities to develop affordable housing O projects utilizing state and federal programs based on housing supply and demand data. Strategy5.1.4- Examine use and application of available housing TIF dollars per the 2016 O TIF Management Plan and the adopted Policy Statements for Available TIF Funds. Strategy5.1.5- Complete updates to the 2020 Housing Study and regular and O appropriate intervals. Strategy5.t6- Continue to periodically examine housing stock for aging or blighted properties and research development O of programs for redevelopment and/or revitalization of existing housing. MONTICELLO 2040 VISION + PLAN 0 wsb June 2, 2022 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Headwaters West Prelim Plat and Civil Plans (Apartment Site) — Engineering Review City Project No. 2022-016 WSB Project No. 020085-000 Dear Mr. Leonard: We have reviewed Headwaters West Preserve Preliminary Plat and Civil Plans dated May 20, 2022 prepared by Design Tree Engineering. The applicant proposes to construct a multi -family building with approximately 102 units in conjunction with the 30 twin home sites (60 total units), both project spanning over the 16.5 acre site located southeast of Golf Course Rd. The review of the twinhome site is under separate cover. The plans and engineering documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater management standards. We offer the following comments regarding the engineering and stormwater management standards. Preliminary Plat & General Comments 1. City staff may provide comments pertaining to the proposed landscaping, sidewalk/trail extensions, tree preservation plan, or other elements under separate cover. 2. Provide a turning movement exhibit to show that a fire truck can access all building structures as required by the City Fire Marshall. The Fire Marshall will review and provide comments under separate cover. 3. Any public utilities shall be encompassed by drainage and utility easements where located outside of public road right of way. Drainage and utility easements will need to allow for a 1:1 trench from the invert of the utility with a minimum of 20' centered on the utility. 4. Additional comments were provided directly on the plan sheets. All comments from the plan sheets may not be included with the review letter. 5. The review for the twinhome site will remain under separate cover. Some elements such as stormwater management may overlap between the two sites. Please be cognizant of this and review both letters relative to the overlapping elements. K:\020085-000\Admin\Docs\2022-05-18 Submittal (Preliminary Plat)\_2022-06-02 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Apartment Site) — Engineering Review June 2, 2022 Page 2 Existing Conditions and Removal Plans (Sheets C101 -C102) 6. Remove the existing sign located in the proposed entrance Civil Site Plans (Sheets C201) 7. Show the installation of pedestrian ramps at the trail crossings and the entrance to the development from 7t" Street 8. Commercial driveway entrances should reference City Standard Detail Plate 5008. 9. On Sheet C201, provide additional dimension between trail edge and property line. 10. Note tipped curb and gutter where applicable throughout the parking lot 11. Label Tee Box Trail Grading & Drainage Plans (Sheets C301) 12. Label Tee Box Trail 13. Even out the proposed western swale to 1 %. a. Currently 1.7% for —60 feet and 0.40% for —300 feet 14. Call out all low points in the roadway and greenspaces a. provide emergency overflow (EOF) elevations for the low points. 15. Provide where the water in the northwest corner of the site drains. 16. Provide grades and flow arrows for drainage throughout the parking lot 17. Provide whether storm sewer structures are CB, CBMH, or STMH on grading plan a. Label storm sewer structure inlet elevations 18. Storm sewer pipes should be in drainage and utility easements, please verify that pipes are all within easements. 19. With final plans provide the following: a. In general maintain all surface grades within the minimum of 2% and maximum 33% slopes. Vegetated swale grades shall also be a minimum of 2.0%. b. Drainage arrows on plans showing direction of runoff. Note specifically high points between each side -yard swale. c. Include percent slope In all other swale locations and verify that it meets the City requirement of 2%. d. Subgrade draintile will not be required unless clayey or those with high silt content are encountered. The applicant's geotechnical engineer shall be responsible for reviewing and providing a final recommendation. Complete, the applicant stated there will be no draintile needed/installed with the project. e. Draintile (Rigid PVC) will be required in locations where sump pumps are proposed to be connected. Include tracer wire and cleanouts every 200 feet. See City detail plate No. 4011 and Appendix D of the City's general specifications. Complete, the applicant stated there will be no sump pumps proposed with the project. K:A020085-000VAdminADocs\2022-05-18 Submittal (Preliminary Plat)A_2022-06-02 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Apartment Site) — Engineering Review June 2, 2022 Page 3 f. Add rip -rap quantities and class notes at each flared end section and pond overflows (if applicable). g. Note the size of proposed storm sewer structures. Utility Plans (Sheets C401) 20. Label Tee Box Trail 21. Describe the sanitary sewer connection to the existing 12" RCP sanitary sewer main in 7t" Street (e.g. construct manhole over existing sanitary sewer, etc.). Match crowns of proposed 8" pipe with existing 12" pipe (8" invert +0.33' from 12" invert). 22. Describe the connection to the existing 8" DIP watermain stub a. Remove existing 8" plug b. Coordinate the location of the 8" service valve 23. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 150' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). c. Verify fire flows to each hydrant i. Consider looping watermain through existing 6" stub or new 8" watermain connection for redundancy and improved fire flows 24. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. The City engineer will need to review and sign the sanitary sewer permit. 25. Eliminate the horizontal bends in the sanitary sewer services. 26. Identify all utility crossings and provide vertical separation table. 27. Provide proposed sanitary sewer service invert at the building d. Provide lowest floor elevation of the building e. Verify if proposed depth (--15') is necessary 28. Provide and label all storm sewer pipe material and grade 29. The storm sewer pipe between CB 1 and STMH 3 is —3' from the County Highway 39 right of way. Provide required approval and permitting from Wright County. 30. 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 completed in accordance with City 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 8'. K:A020085-000VAdminADocs\2022-05-18 Submittal (Preliminary Plat)A_2022-06-02 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Apartment Site) — Engineering Review June 2, 2022 Page 4 e. The City will require televising for sanitary and storm sewer pipe installations prior to accepting a warrant for the utility system; provide report and video files to the City for review. 31. Conform whether or not a common irrigation system will be used. If so, provide the water service location. 32. With final plat submittal provide the following: a. Separate plan/profile sheets for watermain, sanitary sewer, and storm sewer. a. Provide dimension notes from watermain to parallel sewer mains (storm and sanitary sewer); the minimum horizontal separation between mains is 10 feet. Where watermain crosses storm or sanitary sewer, add a note at each location to the effect of "Maintain 18" Minimum Separation, 4" Rigid Insulation" on both the plan view and profile view locations (both utility and storm sewer sheets). b. Show water/sewer service location to each lot (up to ROW only) and include the curb stop location at ROW location. For each lot location add the low floor opening elevation, sewer service station from downstream manhole, sewer service invert elevation at ROW, riser height if applicable, and curb stop elevation. Street Plans (Sheets C403 -C406) 33. Reference the review provided with the twinhome site under separate cover. Similar comments may apply. 34. Review all locations where trails and/or sidewalks connect to roadways, all of these locations will require pedestrian curb ramps. Traffic & Access 35. The site plan in the Traffic Study does not match that in the PUD Plan submitted. The PUD plan shows a third access to the multi -family housing very close to the Country Club Road intersection. The Traffic Study should be updated to be consistent with the proposed plan. If the project is planned to be phased, the year after each phase should be analyzed. Although the City's access spacing guidelines are 500' for this situation, the additional access could be considered should the traffic study indicate that there are no safety or operations issues at the proposed access. 36. The capacity analysis worksheets should be provided showing the analysis results including vehicle queuing. Erosion Control & SWPPP Plans (Sheet C501) 37. Reference the review provided with the twinhome site under separate cover for similar comments may apply. Civil Details Plan Sheets (Sheets C601-603) 38. Reference the review provided with the twinhome site under separate cover. Similar comments may apply. K:A020085-000VAdminADocs\2022-05-18 Submittal (Preliminary Plat)A_2022-06-02 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Apartment Site) — Engineering Review June 2, 2022 Page 5 Stormwater Manaaement & Modelli 39. The sites will share permanent stormwater management. Reference the review provided with the twinhome site under separate cover for related comments. Wetlands & Buffers 40. The applicant has indicated there are no wetlands within the northerly apartment site. Refer to the twinhome site review under separate cover pertaining to comments related to the wetlands on that portion of the site. Please have the applicant provide a written response addressing the comments above. We would be happy to discuss this review in more detail. Please contact me at 763-287-8532 if you have any questions or if you would like to set up a time to meet. Sincerely, WSB Jim Stremel, P.E. City Engineer K:A020085-000VAdminADocs\2022-05-18 Submittal (Preliminary Plat)A_2022-06-02 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.docx DEPARTMENT OF TRANSPORTATION April 8, 2022 Ms. Angela Schumann Community Development Director City of Monticello RE: C.S. 8680; R.P. 192.452 (1 94) Headwaters Development - Country Club Manor First Addition Plat Monticello, Minnesota Dear Ms. Schumann: District 3 - Planning 7694 Industrial Park Road Baxter, MN 56425 218/828-5700 or 1-800-657-3971 The Minnesota Department of Transportation (MnDOT) has reviewed the above -referenced plat in compliance with the provisions of Minnesota Statutes 505.03, Plats and Surveys. MnDOT would like to offer the following comments/recommendations: 1. The MnDOT District 3 staff has reviewed the property plan documents for the Country Club Manor First Addition property that borders Interstate 94 in Monticello and would like to provide the following comments. 2. District 3 survey staff is currently reviewing the plat for discrepancies or encroachments affecting the state right of way. If any are found in their review, action will be needed to correct any found at that time. 3. MnDOT encourages efforts to support noise compatible development. Because of the proximity of the proposed residential use to Interstate 94, the City may want to ensure the owner/developer provides appropriate mitigation plans to address potential noise impacts from the highway with berming or fencing. 4. There shall be no net increase in storm water runoff to Interstate 94 right of way from said property. Computations of all storm water directed toward the right of way shall be provided to MnDOT. Contact Mark Renn, District 3 Permits Supervisor, at 320/223-6522 for additional information. Since the property abuts MnDOT right of way, a permit is required to perform any work in the right of way. Contact the above-mentioned District 3 Permits Supervisor for additional information. If you have any further questions or comments, please call me at 320/223-6526. Sincerely, Tom Cruikshank Principal Planner ecc: MnDOT District 3 Development Review Committee file An equal opportunity employer JN'T Y OA � z = m 7855 Wright County Highway Department 3600 Braddock Ave NE Buffalo, MN 55313 Phone: (763)682-7383 Email: HwyAdmin@co.wright.mn.us VIRGIL HAWKINS, P.E. Highway Engineer CHAD HAUSMANN, P.E. Assistant Highway Engr. PATSY WAYTASHEK Highway Accountant NATE HELGESON Maintenance Superintendent BRIAN JANS Shop Maintenance Superintendent JEREMY CARLSON, P.L.S. Right -of -Way Agent SARA BUERMANN, P.E. Traffic Engineer KEVIN JOHNSON Construction Engineer NICK CARLSON Design Engineer April 1, 2022 Mathew Leonard Monticello City Engineer 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Plat Review for Country Club Manor First Addition Plat No. 22.03 Dear Mr. Leonard, We have received the Application for Preliminary Plat Review for Country Club Manor First Addition along County State Aid Highway (CSAH) 39 in Monticello. Wright County may have additional comments prior to signing the plat and as the project progresses to the permitting and construction phase. 1) It is our understanding that no new access is proposed as part of this plat. 2) The traffic study indicated no roadway changes or mitigation needed to accommodate the proposed development. 3) The right of way shown is agreeable to County staff, no additional dedicated right-of- way is required. 4) Any proposed work within the Wright County CSAH 39 right-of-way will require a permit. Please contact us at 763-682-7383 if you have any questions or need further clarification. Sincerely, Sara Buermann, PE Traffic Engineer Cc: Virgil Hawkins, County Engineer Chad Hausmann, Assistant County Engineer Adam Backes, County Permit Technician Ryan Melhouse, City of Monticello Engineering Mike Gerber, Design Tree Steve Jobe, County Surveyor Eric Stennes, Assistant County Surveyor An Equal Opportunity Employer-www.co.wright.mn.us/189/Highway Hayden Stensgard From: joane larson Sent: Tuesday, May 31, 2022 4:23 PM To: Development Services Subject: Fw: Public Hearing Headwaters Follow Up Flag: Follow up Flag Status: Flagged ----- Forwarded Mes*opemen"tcii - From: joane larson To: community.dev.monticello.mn.us <community.developement@ci.monticello.mn.us> Sent: Tuesday, May 31, 2022, 04:19:36 PM CDT Subject: Fw: Public Hearing Headwaters ----- Forwarded MessaWe-- From: joane larson To: Angela Schumann <ange a.sc umannci.monticello.mn.us> Sent: Tuesday, May 31, 2022, 03:04:33 PM CDT Subject: Public Hearing Headwaters Ms. Schumann, The history of Outlot A is familiar to us as longtime homeowners in Country Club Manor. Outlot A was zoned single family residential for many years. The developer lost the land and it has since been vacant land. Mostly city dumping snow and the street sweeper dumping sludge. Many plans were proposed and a former mayor wanted 7th St to connect with the west side . The street name was changed with no notice and when Riverwood Bank bought the land on 7th St West they paid for the connection. Our quiet neighborhood was transformed with a highway running through it. Noise increased and speeding cars have made it a dangerous road to walk with curves limiting visibilty. Even lowering the speed has not helped. Noise from 1-94 has increased so you can hardly talk in your backyard and be heard. The increased traffic from 60 units with approximately with 2 cars/unit and 4-6 trips per day or more will add more noise and congestion. Then you add 102 units in an apartment building to the mix with 100-150 cars with 4-6 trips/day. Add in the homes being built on Elm Street and a proposal (?) at this point to build apartments on the vacant land by Runnings and the congestion at Hwy 25 and & 7th will create a chokehold on an already congested intersection. Also the configuration of the 1-94 overpass at Cty Rd. 39 with limited view of oncoming traffic from West 39 into town increases the chances of accidents. I cannot believe a 1-2 day traffic study is adequate. Was Wright County Highway Dept. aware of the 102 unit apartment building when the study was done and they signed off on the increased traffic on Cty. Rd. 39 west and & 7th West. Also we object to the use of TIF money for the developer. We bought our home with no city help and raised our family here. We've paid taxes for 40 years here. We have no problem with city selling the land ( we are the city) but giving it away for$1.00 and using our taxpayer money for their development when they will reap the benefits in the years to come is ridiculous. If the developer on Elm St can build single family homes then they can build single family and/or duplex mix. .How many apartment buildings does the town need?? And more proposed on block 52!! Cedar Point's development isn't even finished yet. Once it's done it can't be undone. Maybe it's time the EDA evaluates the current projects and finds out if another apartment building is needed. Approving the deal just to put something there is no deal. sincerely, Deland and Joane Larson 11 Sandtrap Circle Monticello, MN KIt 0 CITY OF Montf6eflo PUBLIC WORKS Date: 6/3/2022 To: Angela Schumann, Community Development Director From: Matt Leonard, PW Director/City Engineer In Re: Headwaters Multifamily Development MEMORANDUM DEPARTMENT OF PUBLIC WORKS Headwaters Development, LLC has submitted a planned unit development application for the construction of 30 single story twin -homes and a 102 unit multi -family building. The community is considered to be age restricted to 55+. In 2019 the developer completed a traffic study dated November 19, 2021. This study analyzed the traffic impacts to 7th Street and Golf Course Road. This section of 7th Street is a 2 -lane undivided roadway with a posted at 30 mph. 7th Street is classificed as a Major Collector. Golf Course Road is classified as a major collector and is also a 2 -lane undivided roadway with speeds varying from 30-40 mph adjacent to this site. The proposed development is planned to access 7th Street only and this study analyzed the traffic impacts at the intersections of 7th Street and Golf Course Road and 7th Street and Elm Street. The proposed development is anticipated to add approximately 583 trips per day. The existing level of service of the intersections of 7th Street and Golf Course Road and 7th Street and Elm are at a level of service A/B and these interersections are expected to remain at the same leve of service with the additional traffic generaged from this development. The traffic study assumed two access points to 7th Street and no issues were noted in this study. The PUD application shows an additional access point approimately 130 feet from the intersection of 7th Street and Golf Course Road. The city has requested that the applicant complete additional analysis to show safety and operational impacts for the addition of this access point. Our comprehsive plan identifies 7th Street as a major collector which is anticipated to carry between 2000-8000 vehicles per day. Given the traffic study that was completed in 2019 existing daily traffic volumes are estimated at approximately 625 vehicles per day. Given the capacity of this section of roadway no issues are expected from the additoinal volume. City Council Agenda: 06/27/2022 2J. Consideration of approval of an agreement with Xcel Energy for the relocation of utilities associated with the Block 52 redevelopment for $37,993. Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director/City Engineer 06/27/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Project Engineer, Community City Clerk Development Director ACTION REQUESTED Consideration of approval of an agreement with Xcel Energy for the relocation of utilities associated with the Block 52 redevelopment project for a cost of $37,993. REFERENCE AND BACKGROUND To facilitate the construction of the proposed mixed-use development on the EDA owned parcels in Block 52 several utilities will need to be relocated. This undergrounding of utilities is planned to occur in conjunction with both the roadway improvements associated with the Downtown Roadway and Pedestrian Improvements Project as well as with the mixed-use redevelopment on the block. The proposed contract is specific to the relocation of utilities associated with the EDA owned parcels on Block 52. As part of this contract the following items are planned: • Remove overhead lines on the west side of Highway 25 between Broadway Avenue and River Street. The pole in the NW quadrant of Highway 25 and Broadway Avenue to remain and be relocated as part of the roadway improvements project. • Re-establish electrical service to Walgreens that is currently being served from overhead lines being removed on Highway 25. A new overhead pole and underground lines to be installed along River and Cedar Streets. • Remove poles and abandon services to buildings planned to be removed. • Install underground utilities along River Street between Walnut Street and Highway 25 as well as a transformer in MNDOT right-of-way adjacent to West Bridge Park to serve the park and streetlights for Highway 25 There will be additional utility relocation costs related to the project as it moves forward. The remaining overhead lines located within Block 52 are planned to be undergrounded as part of the roadway improvement project. The city will be responsible for making the connections between the transformer in West Bridge Park and the park facilities. The cost for this City Council Agenda: 06/27/2022 connection is estimated at $10,000. Also, coordination will be required with MNDOT for the connection to their streetlight systems. Budget Impact: This project is planned to be funded from the street lighting improvement fund and the total cost to underground the proposed utilities is unknown but is estimated at approximately $500,000. II. Staff Workload Impact: Staff will oversee managing the construction of this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of an agreement with Xcel Energy for the relocation of utilities associated with the Block 52 redevelopment. The relocation of utilities is necessary for the redevelopment project, but also consistent with the goals for the downtown. SUPPORTING DATA A. Agreement B. Project Map 0, Xcel Energy° STATEMENT OF WORK REQUESTED DATE: WORK REQUESTED BY: WORK LOCATION: ADDRESS: CONSISTING OF: June 14, 2022 City Of Monticello HWY 25 & Broadway Removing the 3ph OH alonge HWY25 N. of Broadway except for the pole in the N.W. corner of the intersection. Bore in new 3ph along Cedar St to feeed walgreens, and bore in 1 ph along the R.O.W at Bridge Park for 1 ph transformer. The facilities installed or removed by Northern States Power Company, a Minnesota corporation ("Xcel Energy" or the "Company") shall be the property of the Company and any payment by customer shall not entitle customer to any ownership interest or right therein. Customer's and Company's rights and obligations with respect to the facilities and services provided through the facilities are subject to additional terms and conditions as provided in the General Rules and Regulations and/or in the Rate Schedules of Xcel Energy's Electric Rate Book for customer's specific service, as they now exist or may hereafter be changed, on file with the state regulatory commission in the state where service is provided. The undersigned hereby requests and authorizes Northern States Power Company, a Minnesota corporation ("Xcel Energy") to do the work described above, and in consideration thereof, agrees to pay ($ 37993.00 in accordance with the following terms: Receipt of the above amount hereby acknowledged on behalf of the Company by Michael Pratt Northern States Power Company, Customer a Minnesota corporation ("Xcel Energy") Joe Klein, Design Manager Print Full Name and Title Print Full Name and Title (if applicable) Signature Signature FOR XCEL ENERGY USE Xcel Energy Representative Michael Pratt Xcel Energy Work Order # 13078458 Construction$ 37993.00 Removal $ Total $ 37993.00 Form 17-7012 DISCLAIMER. For All Field Locates Call 811 THIS DOCUMENT IS XCEL ENERGY CONFIDENTIALS AND PROPRIETARY INFORMATION AND MAY NOT BE REPRODUCED IN WHOLE, OR IN PART, NOR MAY ANY OF THE INFORMATION CONTIANED HEREIN BE DISCLOSED WITHOUT THE CONSENT OF XCEL ENERGY. CONFIDENTIALS AND PROPRIETARY INFORMATION © 2019 XCEL ENERGY INC. XCEL ENERGY IS REGISTERED TRADEMARK OF XCEL ENERGY INC 1551 4 rC�$r ter' c, 54 25 . 7. L �; Wgrhsr`O�Sr 5L P Work Order Information Service Request # Design Number 000001076411 Designer/PlannerID 211586 Designer/Planner Name Pratt,Michael Designer/Planner Ph # (000) 000-0000 Manager Approval Joint Utility E: G: T: C: Design Location Division Monticello County Wright City Monticello Address T:121N R: 25W S:11 Map # : WMOK04 Permit Electric Feeder: Voltage: Phase: Bkup DevID: Gas System Pressure Size Material Dead End Work Order # Date: 06/01/2022 N Sketch: # Of # Sketch Data E Scale: 1" equals 92' 0 Xcel Energy® CONSTRUCTION USE ONLY ❑ NO CHANGES (BUILT AS DESIGNED) ❑ CHANGES MADE AS INDICATED (ALL URD MUST HAVE ACTUAL MEASUREMENTS FROM THE FIELD SITE) RFO FOREMAN TEAM LEADER DATE City Council Agenda: 06/27/2022 2K. Consideration for authorizing the purchase of a 2022 Ford F350 Super Duty with hoist and contractors' box for a not to exceed amount of $67,000. Prepared by: Meeting Date: ® Consent Agenda Item Street Superintendent 06/27/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer City Administrator ACTION REQUESTED Consideration of authorizing the purchase of a 2022 Ford F350 super duty with hoist and contractor's box from Morrie's Auto Group in the amount of $66,624. PREVIOUS COUNCIL ACTION June 14, 2021: Approved the purchase of a 2022 Ford F350 with an aluminum contractor's box for a not to exceed price of 47,000 and declared the 2003 F150 as surplus. REFERENCE AND BACKGROUND City Council authorized staff to purchase and F350 in June 2021. Currently, Ford Motor Company has still not assigned a build date for the F350, and staff does not know when it will actually be received. In lieu of waiting indefinitely, staff contacted four dealerships to try to find a replacement vehicle: • Morrie's Auto Group of Buffalo has a Ford F350 already built with a hoist and a contractor's body; • Lundeen Ford of Annandale has a Ford F350 cab and chassis that needs to have a hoist and contractor body installed; • Boyer Ford of Minneapolis did not have a cab and chassis in their inventory; • Cornerstone Ford of Elk River also, did not have a cab and chassis in their inventory and stated that Ford was no longer making Super Duty's for state contract purchasing. For 2022 state contract vehicle purchases, no trucks larger than half -tons were available for purchase. It also remains unknow what vehicles will be available or what prices will be for 2023 orders. If this requested purchase is approved by council, staff will cancel the existing truck order and work with North Central Bus and Equipment on returning the contractors box being held for the vehicle. City Council Agenda: 06/27/2022 This new truck will replace a 2003 Ford F150 with 123,788 miles recently reassigned to the engineering department and was declared surplus. A new vehicle for engineering as well as other vehicles were ordered late last year from the state contract and those vehicles also don't have an anticipated build date set by the manufacturer. Several local dealerships were contacted and only two quotes were received due to product availability and are as follows: • Morrie's Auto Group - $66,624 • Lundeen Ford - $52,510.00 and Bert's Truck and Equipment - $14,094.15 o Total — $66,604.15 The quote from Lundeen Ford and Bert's Truck and Equipment was slightly cheaper, but the Morrie's vehicle would be available immediately and the other vehicle would be available later this year. Given the difference in timeline for receiving the truck, staff recommends purchasing the vehicle from Morrie's Auto Group. Additional fees for license and registration, which are typically around $2,000, will be paid directly to the Monticello DMV upon completion of the paperwork after the sale. Budget Impact: - The 2021 budget included $65,000 for this replacement. This will be financed by the central equipment fund which is an internal service fund that provides financing for governmental fund (general fund) capital equipment purchases of $10,000 or more. The central equipment fund recovers equipment costs with annual lease payments from the benefitting department. II. Staff Workload Impact: Improve efficiencies with time, vehicle reliability and safety. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval to purchase a 2022 Ford F350 super duty equipped with hoist and contractor's box for a not to exceed amount of $67,000. SUPPORTING DATA A. Verbal written quote summary B. Quotes 6/16/22, 1:20 PM $73,624.00 Desking 3.0 ( Application $25,804.00 Rebates DateMme: 6/16/2022 1:20:42 PM Morrie's Best Price ® MORRIE'Sr AUTO GROUP Buyer: City of Monticello/Fnm Home Phone: (763 314-0170 Salesperson: Mike Schuetz Addressee 505 WA NUT STSTE $18,804.00 Doc Fee 1 Total Taxes 0.00 MONTICELLO, MN 0.00 Trade Allowance 55362 2022 Ford Super Duty F-350 DRW XL 9N20844 ,,. VIN: IFDRF3HNXNDA04852 Odometer: 10 Color: Oxford White Body Type: Regular Cab Chassis -Cab MSRP/Retail $73,624.00 Total Savings $25,804.00 Rebates 0.00 Morrie's Best Price $47,820.00 Accessories $18,804.00 Doc Fee 0.00 Total Taxes 0.00 Government Fees 0.00 Trade Allowance 0.00 Trade Payoff 0.00 Cash Down 0.00 Amount Financed $66,624.00 Itemized Accessories BUY HAPPY ENROLLMENT. $0, 9ft stainless dump body: $18804 X Customer Signature Date 4 000 � https:/Iapps.vinmanager.com/CarDashboard/Desking/DeskingLoader ashx X Manager Signature Date { Mike Haaland From: Travis Rotzien <travisrotzien@lundeenford.com> Sent Monday, June 20, 2022 12:25 PM To: Mike Haaland Subject 2022 F350 price Hey Mike, 1 sat down with Marc and we double checked the price on that f350. Online is actually correct which is $53,010. We rebuilt it just to make sure. We would do $500 off of that $53,010 for you. So for you guys it would be $52,510 before taxes and fees. Let me know what you think and if you do want to hold it just let me know we wouldn't need much down to make sure it's held. Thanks Mike! -Travis Rotzien Berts Truck Equipment Of Mhd Inc 3804 HWY 75 N. PO BOX 336 MOORHEAD, MN 56561-0336 TRUCx.E_ woMm". (218) 233-8681. FAX (218) 233-9548 1-800-232-3787 4nld Tn - 295-2711 763 Estimate E 12240 Date Date Open 06/21/2022 Page: 1 of Shin Tn 1 MONTICELLO, CITY OF 505 WALNUT ST MONTICELLO MN 55362 USA Written By Terms Time Customer Po # Promised Phone Ship Via BRIAN CHG 09:38:04 MIKE 763-295-2711 Unit # Plate # Year Make Model Mileage/Hrs VIN Engine C -TIPPER 10.0 I I Qty I Description Price Amount 1.000 KNIAKDBDS1116-B Steel Dump Bodies Drop Side Dump Bodies 5558.00 5558.00 1.000 KNAKCP-025T21A-P PROTECTOR CAB TPRD 466.15 466.15 1.000 KNAKHA-1520SF-ED KNAPHEIDE SUBFRAME HOIST 3410.00 3410.00 1.000 KNA33931573 Hoist Dump Body Hoist 915.00 915.00 1.000 BUY1809061A PL4TE,HITCH,FORD, 2-112 RECEIVER 400.00 400.0 1.000 BUY1705105 TOOLBOX,18X18X36 UB ALUM 350.00 350.0 1.000 BUY1701010 TOOLBOX BRACKETS,18"X24" 85.00 85.00 INSTALL ELECTRIC / OVER HYDRAULIC HOIST WITH SUBFRAME 2000.00 INSTALL DUMP BODY WITH FOLD DOWN SIDES MUDFLAPS, LIGHTS, MOUNT FUEL FILLER INSTALL 112" PLATE WITH 2-112" RECEIVER TUBE 750.00 IRE ELECTRICAL HOOKUP AND INSTALL D -RINGS INSTALL 36"X 18" X 18" ALUMINUM TOOLBOX ON DRIVER SIDE 125.00 ALL INVOICES PAID BY CREDIT CARD WILL HAVE AN ADDITIONAL 3% SURCHARGE. -NOTICE- THERE WILL BEA $30 FEE ON ALL RETURNED CHECKS. ALL RETURN ITEMS MUST BE ACCOMPANIED BY THE ORIGINAL INVOICE. This irndce Is due no lacer Than dte 10th day of the following month of purchase, a 1-1/2% charge Nv1l be add9d to pass due accounts Parts........ 11184.15 Labor........ 2875.00 Shop Supplies 35.00 Authorized By TOTAL 14094.15 CITY OF MONTICELLO VERBAL/WRITTEN QUOTE SUMMARY SHEET Minimum 2 verbal or written quotes required for items/ services costing at least $1,000 but less than $2,500. Minimum 3 written quotes required for items/ services costing at least $2,500 but less than $10,000. No Quotes are required for items purchased through state cooperative purchasing venture. Use this form to summarize quotes received and to select vendor for award. Name: f h UC Av , Dept: 51rrt.'C � Phone:. 3 X71 3D.77 f Signature of Person Obtaining Quotes: k'a Item/Service Requested: 350 Fd r Z Note: If you are unable to obtain required number of quotes, provide an explanation below in notes/comments. # Date Vendor Name Contact Person Phone Number Total $ Amount Quoted 1 It �'Ir Q y ofyi r. , AJO Gip. oki k � � ��� z. 6 c a A VY - 607 Gc, 63 tj 2 X0:WTc. a;L LuA�ZAJAJ R fo r ,r .r ►s 174j-zi cel 3 0 'DW -'Ida I I -- &A-15 i4 i clt'q 3 j, T"'t- 'kY-e. Sr"rL)E 3 �,�y - 333c3 hi�:rt r ia�k Cc�. ,%+�_�. 5 Selected Vendor: j'VlocricS A-140 r (If you are selecting other than low quote you are required to provide written justification as to why low quote was not selected in the notes/comments section): Notes/ comments: 1t -f 6 V" s w&S ; � - - F �5t� a� mfr' ~5 i5 Ck� I ` Approval Acknowledgement: Date: Attach this form and written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10/27/2015 City Council Agenda: 06/27/2022 2L. Consideration of endorsing Duffy Development's re -submittal of a Low -Income Housing Tax Credit (LIHTC) Application to MHFA in connection with a proposed 59 -unit affordable housing development located at 7t" Street and Elm Street and desired TIF Assistance Prepared by: Meeting Date: ® Consent Agenda Item Economic Development Manager 6/27/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director City Clerk ACTION REQUESTED Motion to authorize support for Duffy Development's re -submittal of a Low -Income Housing Tax Credit (LIHTC) application to Minnesota Housing Finance (MHFA) in connection with a proposed 59 -unit affordable housing development at 7t" Street and Elm Street and desired future TIF assistance. PREVIOUS COUNCIL ACTION March 14, 2022: The City Council endorsed Duffy Development's LIHTC funding application submittal of the same 59 -unit development proposal along 7t" Street East. June 14, 2021: The City Council approved a resolution of support (2021-38) for Duffy's 59 -unit affordable housing proposal. REFERENCE AND BACKGROUND Duffy Development, Minnetonka, MN, informed City staff that it did not get awarded tax credit funding for its proposed development of a 53 -unit apartment building plus three (3) duplex structures (4 -bedrooms) in the latest round of applications (total of 59 units). Duffy Development has previously asked the City Council for similar endorsement for the same proposal in the spring of 2020, June 2021, and March 2022 seeking support for its Section 42 (Federal) Low Income Housing Tax Credit (LIHTC) funding application for the proposal. The LIHTC program is a major source of funding for the $17,713,000 proposal. The LIHTC program is a very competitive program, and it is not uncommon for applicants to submit financing requests for a development proposal multiple consecutive years to secure funding. Previously, the City Council and the EDA were asked by Duffy Development to consider further supporting the proposal through tax increment financing (TIF) assistance as well as other site design considerations providing a mitigative monetary value. Due to the general construction City Council Agenda: 06/27/2022 cost increases, the overall development proposal budget increased by $2,402,182 or 15.70 percent since 2021. As a result, the need for TIF assistance to fill a projected funding gap has also grown by $231,000 to approximately $831,000. Duffy Development is again asking the City Council if there is still support for the development proposal and its re -submittal of the same LIHTC Application to MHFA on July 14, 2022. The developer's staff indicated that they are not making any changes to the application because, they believe it is a quality proposal. They acknowledge that the LIHTC program is very competitive and often time good projects are sometime not awarded the desired funding. As you may recall, a LIHTC funding award requires a developer to enter into a long-term contract with MHFA to provide units at a set rental rate and also use household income criteria in determining occupancy eligibility. All (100 %) of the units in the new development would be rented to households with qualifying income levels. A total of 13 units would be rented to households with extremely low-income levels. Duffy Development partners with the Salvation Army to provide a range of support services to those specific tenants. The proposed development site is at the far west end of the Riverwood Bank parcel on 7th Street West. Duffy has entered into a purchase agreement with Riverwood Bank for a 4.18 -acre site. The site is located just east of Elm Street and adjacent to 1-94 which is on the south property line of the parcel. The most recent qualified affordable housing development completed in the City is the 47 -unit Rivertown Residential Suites. The EDA approved an Affordable Housing TIF District for that project in July 2018. Per the TIF Development Contract, 10 units in that building are required to be rented to households at 50 percent of the area (Wright County) median income (ami). The 2020 Housing Study (completed in September 2020) identified the local demand for affordable units as being between 145 to 181 units over the next 5 years. The City Council also recently (February 14, 2022) approved two new affordable housing TIF Districts (#1-42 and #143) related to the Headwaters Development proposal. The total number of affordable units to be constructed in those two projects is 65. This would mean that there is still a remaining unmet need of about 67 to 103 affordable units in the City. If the Duffy Development proposal eventually moves forward with its 59 additional affordable units, there would remain an unmet need of approximately 11 to 44 units. It should be noted that while several other multi -family development proposals have received approvals from the City Council in the past 10 months, they are market rate developments with no required affordable housing components. These include Twin Pines, Monticello Lakes and Deephaven. City Council Agenda: 06/27/2022 Further supporting the demand for affordable housing were specific findings within the 2020 Housing Study: Page 32: • "Rental stress in Monticello exists almost entirely within low-income City households." • "There are significant gaps at both the top and bottom of the rental housing market, with an undersupply of ... affordable units with rents below $800 monthly." Page 33: • " ... Renters who are cost burdened are much more likely to be severely cost burdened (spending more than 50% income toward rental costs). Of those experiencing cost burden, 73% are severely cost burdened. This rate is significantly higher than in regional peer communities." • "This also indicates a lack of appropriately priced units for the lowest income households already living in the community and indicates opportunity to better serve low-income households through income -restricted and subsidized units that ensure affordability levels not currently provided within the market." Page 35: • "In Monticello, this would be a goal to add 265 units of rental housing affordable to the lowest income earners in the community." Excerpts from the 2020 Housing Study on the rental market demand are included for more detailed review. The EDA discussed Duffy Development's resubmittal proposal at its June 8, 2022, meeting. The developer was asked to gather more information regarding rental rates and provide a follow up presentation to the EDA at the June 22, 2022, meeting. In the interim period, the developer reached out to MHFA asking if the rental rates could be adjusted downward for Duffy Development's proposal in Monticello. The result was that MHFA granted a reduction in the rental rate structure for the Duffy Development as shown in the table below: Rental Rate Information Duffy Development - Monticello Workforce Apartments June 2022 Proposed July 2021 Proposed 06-08-22 Proposed June 22, 2022 1 Bedroom $ 875 $ 1,050 $ 965 2 Bedroom $ 1,075 $ 1,255 $ 1,150 3 Bedroom $ 1,200 $ 1,455 $ 1,325 4 Bedroom $ 1,290 $ 1,560 $ 1,450 City Council Agenda: 06/27/2022 Upon receiving the additional rental rate information and a comparison with several local market rate properties (refer to power point slides), the EDA approved endorsing Duffy Development's proposed LIHTC application re -submittal and the concept of a future Affordable Housing TIF District in support of the development. Staff is now asking the City Council to consider endorsing Duffy Development's LIHTC application re -submittal to MHFA and ultimately the potential use of TIF assistance for the proposal should it be approved for LIHTC funding. If the City Council does not support Duffy Development re -applying for the LIHTC funding, it should be explicit in its reasoning at this time. Budget Impact: This is essentially a third cursory TIF pre -application review by the City Council (the first one was on June 14, 2021, and the second one occurred on March 14, 2022). There is a modest budget impact (normal duty staff time) due to the consideration of the TIF pre -application for EDA direction on further support for Duffy Development's affordable housing funding submittal to MHFA. II. Staff Workload Impact: There is a limited staff impact in considering supporting Duffy' Development's in its re -submittal of a LIHTC application to MHFA and its conceptual use of TIF for a 59 -unit affordable housing development proposal. III. Comprehensive Plan Impact: Monticello's 2040 Community Vision is to create a friendly and safe community which is inclusive and fosters a sense of belonging. The city has adopted a strategy for housing which includes retaining and developing a range of housing choice and opportunity. As residents move through their career paths and family status, their housing needs change. As an actively developing community, Monticello seeks to provide opportunities for a full range of "life cycle" housing options allowing them to stay and grow with our community. STAFF RECOMMENDED ACTION Staff supports the Duffy Development affordable housing proposal and the concept of future consideration of TIF assistance for the proposal. Staff would note that the adopted 2020 Housing Study includes a goal of providing needed affordable housing in the city. Monticello's adopted 2040 Community Vision is to create a friendly and safe community which is inclusive and fosters a sense of belonging. The city has adopted a strategy for housing which includes retaining and developing a range of housing choice and opportunity. As residents move through their career paths and family status, their housing needs change. As an actively developing community, Monticello seeks to provide opportunities for a full range of "life cycle" housing options allowing them to stay and grow with our community. Duffy Development has informed staff, that if the City Council is supportive of its LIHTC funding application again, it will submit the same document packet to MHFA by the July 14, 2022, City Council Agenda: 06/27/2022 deadline. If Duffy is successful in obtaining the LIHTC funding, they will continue with the TIF consideration steps with the city (and EDA) in the spring (April, May, June) of 2023. SUPPORTING DATA A. TIF Pre -Application Submittal B. Development Concept Plans — 59 -unit Affordable Housing y C. 2020 Housing Study Excerpts, Monticello 2040 Vision + Plan D. Proposal Financing —Sources and Uses E. Power Point Presentation Slide Show at 06-22-22 EDA meeting CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY TAX INCREMENT FINANCING (TIF) APPLICATION BUSINESS SUBSIDY APPLICATION BUSINESS ASSISTANCE FINANCING Legal name of applicant: Duffy Development Company, Inc. Address: 12708 Wayzata Blvd., Suite 400, Minnetonka, MN 55305 952-544-6769 Telephone number: Jeff Von Feldt Name of contact person: REQUESTED INFORMATION Addendum shall be attached hereto addressing in detail the following: 1. A map showing the exact boundaries of proposed development. 2. Give a general description of the project including size and location of building(s); business type or use; traffic information including parking, projected vehicle counts and traffic flow; timing of the project; estimated market value following completion. 3. The existing Comprehensive Guide Plan Land Use designation and zoning of the property. Include a statement as to how the proposed development will conform to the land use designation and how the property will be zoned. 4. A statement identifying how the increment assistance will be used and why it is necessary to undertake the project. A statement identifying the public benefits of the proposal including estimated increase in property valuation, new jobs to be created, hourly wages and other community assets. 6. A written description of the developer's business, principals, history and past projects I understand that the application fee will be used for EDA staff and consultant costs and may be partially refundable if the request for assistance is withdrawn. Refunds will be made at the discretion of the EDA Board and be based on the costs incurred by the EDA prior to withdraw of the request for assistance. If the initial application fee is insufficient, I will be responsible for additional deposits. 6414=0401-940 Applicant's signature: Date: May 7, 2021 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY Application for Tax Increment Financing (TIF) Assistance GENERAL INFORMATION: Business Name: Duffy Development Company, Inc. Date: May 7, 2021 Address: 12708 Wayzata Blvd., Suite 400, Minnetonka, MN 55305 Type (Partnership, etc.): Corporation Jeff Von Feldt 952-544-6769 Authorized Representative: Phone: Description of Business: Real estate developer of affordable/workforce rental housing Legal Counsel: Faegre Drinker Biddle & Reath Address: 2200 Wells Fargo Center, 90 S 7'St., Mpls FINANCIAL BACKGROUND: No 1. Have you ever filed for bankruptcy? No 2. Have you ever defaulted on any loan commitment? Yes 3. Have you applied for conventional financing for the project? 612-766-7000 Phone: 4. List financial references: Bridgewater Bank, Adam Benjamin, 4450 Excelsior Blvd., St. Louis Park, MN 55416 a. b. Platinum Bank, 605 N. HYW 169, Plymouth, MN 55441 Minnesota Housing Finance Agency, 400 Wabasha, Suite 400, St. Paul, MN 55102 C. 2 5. Have you ever used Business Assistance Financing before? If yes, what, where and when? PROJECT INFORMATION: 1. Location of Proposed Project: 2. Amount of Business Assistance requested? 3. Need for Business Assistance: 4. Present ownership of site: 5. Number of permanent jobs created as a result of project? 6. Estimated annual sales: Present: Future: 7. Market value of project following completion: 8. Anticipated start date: FINANCIAL INFORMATION: 1. Estimated project related costs: a. Land acquisition b. Site development c. Building cost d. Equipment e. Architectural/engineering fee f. Legal fees g. Off-site development costs 3 Completion Date: 2. Source of financing: a. Private financing institution b. Tax increment funds c. Other public funds d. Developer equity PLEASE INCLUDE: 1. Preliminary financial commitment from bank. 2. Plans and drawing of project. 3. Background material of company. 4. Pro Forma analysis. 5. Financial statements. 6. Statement of property ownership or control. 7. Payment of application fee of $10,000 L J 1 L ■ 1 Ir F- L L J 1 I jr RP6� !F no% -mr Norm r -1 ' A F r- -- - - - - - - - - - - - - - - - - - - - - - -- L - - - - - - - - - - - - - - - - - - - - - -- L----- r --J SLAB ON GRADE _ ABOVE THIS AREA t L 0 Y SCALE No. Sit: -------------- -------------- ----- , ___— _— __— _— f----• , N- ____ —_— _— ___ - T. n , , -_ cdr L 1 UNIT D �, ------ ------------- 3 B D ------------ L =117 UNIT "C" Ej-Ej E- ------------- n = = oQ no , 7C7 O ---- I ' 71 a ° r ' s s ' ❑ ' , o , ---- Q Q Q I � , -------------- -- IT „A'-- - --' I, , 2 B D I � ._._, �C�II UNIT "ID cA - -�� --------------- 3BD Io' - ------------ ------------- „ -----' ;.,„ „ ,----- 2011-011 UNIT "C" V� 3 BD LA E -j E_j 1— rfl�� OVERALL FIRST FLOOR ALAN SCALE: 1'-0" = 3/32" 2-1,624 S.F. ------------ - , I , ' ]h NIT "A" M„- UNIT MIX: STYLE SQUARE FOOTAGE BEDROOMS FIRST SECOND THIRD TOTAL MIX % 2 BED UNIT "A" 1,063 S.F. 2 BATH _ ✓ 5 5 16 UNIT "Al" 1,186 S.F. 2 BED 2 BATH – 1 1 2 2 BED 2 BATH 2 BED 25 TOTAL UNIT "B" 1,103 S.F. 2 BATH 1 2 2 5 2 BED UNIT "BI" 1,299 S.F. 2 BATH I 1 2 BED UNIT "H" 1,626 S.F. 2 BATH – I – I + DEN BED UNIT "C" 1,443 S.F. 2 4 4 4 12 3 BED 2 BATH 3 BED 19 TOTAL UNIT "D" 1342 S.F. 2 BATH 3 4 – -1 UNIT "E" 740 S.F. I BED I BATH 2 2 2 6 ED UNIT "F" 694 S.F. II BBA I 1 11 BBE�D 9 TOTAL I BED UNIT "G" 926 S.F. I BATH I – 1 2 5% TO BE TYPE "A" AND REMAINDER TO BE TYPE "B" 18 Iq I6 53 100% GARAGE: 21,610 S.F. FIRST FLOOR: 2-,624 S.F. SECOND FLOOR: 27,436 S.F. THIRD FLOOR: 22,028 S.F. TOTAL S.F. = 98,698 S.F. 00- LOBBY 'II STOR: ELEV. MOVING CORRIDOR TWO STORY LOBBY II' -2" IIII IIII IIII_ _ J • ,Q STOR. MAIL OFFICE MECH./ o ELECT°/ - STOR.? �Z , O = \' o -> CID ` O Y= C� o� \ y 0 -fi � 11 _ In \mr, P O 0 a - O O N W J Ll N I n 0 LJ O J d IIIIIIIIIII�. No. S V O ��: w •ails _ ✓ 00 -= = MECH./ o ELECT°/ - STOR.? �Z , O = \' o -> CID ` O Y= C� o� \ y 0 -fi � 11 _ In \mr, P O 0 a - O O N W J Ll N I n 0 LJ O J d IIIIIIIIIII�. No. S ' r -- ____ h — ____. _ _ �G- I I� i i- _- I I :a f ------------- h==_�' •, --; _- n •___! --. __ -------- -------------- ' = r I „ %I y I ,QC LM 1 UNIT "D" _ 3 - O - O - ------ ----------- I UNIT "CI" ----------------U-I oul 10 IT - U_ -J NI�KT�;I =CIE = „B „ dQ o 3 BD x_1BDCI��h�l i I 2 BD 1 w -- O L QO O O- ----- I i , a s . I �]1 7 e S ' I I lit ------ Q QO OL QO 05 QO O�] ----------ELEV. ---------' 00, 0 LOBBY OC IT "A - UNIT .,A,. _ - - - Q 2 BD 2 BD I UNIT "A " T „D` cn 2 Bo ' ELEV. ------------ 3 B D---�'---�-�-� IO' - - - 1------------- - -f--------- 1 ------ -"_---'--------- ------------------ I� 1 __ ------ � - ------ -- _ -- S S F - _. ___. ;- , - - ________J ' S I — Z7 -,)I / 2 --) 11 ,, OVERALL SECOND FLOOR FLAN SCALE: 1'-0" = 3/32" 21A36 S.F. UNIT NIX: STYLE SQUARE FOOTAGE BEDROOMS FIRST SECOND THIRD TOTAL MIX % UNIT "A" 1,063 S.F. 2 BED 2 BATH 6 5 5 16 2 BED UNIT "Al" 1,186 S.F. 2 BED 2 BATH - 1 1 2 _ 0 2 BATH 25 TOTAL 2 BED UNIT "B" 1,103 S.F. 2 BATH 1 2 2 5 2 BED UNIT "BI" 1,299 S.F. 2 BATH I - - 1 2 BED UNIT "H" 1,626 S.F. 2 BATH - I - I + DEN 4 BED UNIT "C" 1,443 S.F. 2 4 4 12 3 BED 2 BATH 3 BED 19 TOTAL UNIT "D" 1,342 S.F. 2 BATH 3 4 - , I BED UNIT "E" -140 S.F. I BATH 2 2 2 6 UNIT "F" 694 S.F. 11 B� D - - 1 I II $BEND 9 TOTAL I BED UNIT "G" 926 S.F. I BATH 1 - 1 2 5% TO BE TYPE "A" AND REMAINDER TO BE TYPE "B" 18 Iq 16 53 100% GARAGE: 21,610 S.F. FIRST FLOOR: 2-1,624 S.F. SECOND FLOOR: 21,436 S.F. THIRD FLOOR: 22,028 S.F. TOTAL S.F. = 98,698 S.F. I I ; I ' Imo_____ ____ _yi I _ _ I .____________________ ------------- Ld I UNIT "H" 2 BD REFUSE H k 0 FITNESS ROOM B EKOw OF N`70 MECH. \ l •' FCrY, C 2 - A BATH _ 0 MECH. \ l \ O 011 n J •' FCrY, C \ O 011 n J ROOF /6 �O - -----, ___ -__ ___ - - ,' - ------- ------------- ------------ 1 - - i !: !_ — — --- --- -- - ------ n ,n=_ ?1------- �F=T ''¢----j L_i, ';'.;�',�� ------- --- 1 " - --_ `=-`I-- `-------- �__ --- �� I'. _ 1 1 1 it - - - - -- _ -�------------ D F °--- ^ 1= i UNIT _ --- ------------ ---------------------- - - -- " I UNIT ,IC„ ! UNIT „C„ �_� I �_�, I I UNIT B I , ED -.,--------- 3 ��%^�f 2 ED 4ACCC iLi II : i i V i 1 I i� �l'�OQ QOETEJ M QO ° OQ- - Ou 1 O� ----- rfw ]WtA 0 -------------,�-'-I----,�--_I I---u�------------- --- ----- V. QO O QO OD QO OL LOB Y � - -- -- I I I I I I I - • 1 I 1 I I 1 QC IT "A UNIT A = 2 UNIT ,.A 'ice_ ,v J7i 1ii 2 EDk J_I IO' RENTABLE _ --LOCKERS ROROOFROOR00F ' O - r" I n z OVERALL THIRD FLOOR FLAN SCALE: 1'-0" = 3/32" 22,028 S.F. UNIT MfX: STYLE SQUARE FOOTAGE BEDROOMS FIRST SECOND THIRD TOTAL MIX % 2 BED UNIT "A" 1,063 S.F. 2 BATH 5 5 16 2 BED ti UNIT "Al" 1,186 S.F. 2 BATH - 1 1 2 2 BED 2 BATH 25 TOTAL 2 BED UNIT "B" 1,103 S.F. 2 BATH 1 2 2 5 41.2% 2 BED UNIT "BI" 1,299 S.F. 2 BATH I - - 1 2 BED UNIT "H" 1,626 S.F. 2 BATH - 1 - I + DEN UNIT "C" 1,443 S.F. 2 BATHB 4 4 4 12 3 BED 2 BATH 3 BED 19 TOTAL UNIT "D" 1,342 S.F. 2 BATH 3 4 - 1 35.8% I BED UNIT "E" -140 S.F. I BATH 2 2 2 6 UNIT "F" 694 S.F. 11 BA D - - I I 11 BBEHD 9 TOTAL I BED UNIT "G" 926 S.F. I BATH 1 - 1 2 5% TO BE TYPE "A" AND REMAINDER TO BE TYPE "B" 18 19 16 S3 100% GARAGE: 21,610 S.F. FIRST FLOOR: 2-1,624 S.F. SECOND FLOOR: 27,436 S.F. THIRD FLOOR: 22,028 S.F. TOTAL S.F. = 98498 S.F. U 'ate O K5 O ,. -�A` \O O O\ �O \O O r Eao■■■■■■■ EMSEM■■■■■ CID ti z R O \O O r Eao■■■■■■■ EMSEM■■■■■ Ln 51_1911 UTILITY I ' I ' I ' I 51_411 II' -3" - I b I L__L___�___L� O 0— L i KIiTC 1HE1N r L---------- ---II I -- I I I I I I I I L - - - - - - - - - J BEDROOM 10'—q” 6'-0" Ln I Ln WIC \JI UNIT ",4" FLOOR FLAN SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): 14 1,063 S.F. I IAI lT 11/' 11 1--I l'1r1M LSI A AI (UNIT COUNT): 12 1,443 S.F. 35'-0" 1 41-011 111_3// 51_4// 51_911 41-811 I m I M M I 0— (14 _m WIC UTILITY i I I I I I F -- B ATH ------ Ilr7777__ 7777_ I O �_ 7777 DINING ROOM I ----� mil Iii ill i 1 i illi( I -- r-= r I; I );'Il r-= r )III r-= r )III L L \ -J L -J L ----J J _ _ BEDROOM 10'—q” 6'-0" Ln I Ln WIC \JI UNIT ",4" FLOOR FLAN SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): 14 1,063 S.F. I IAI lT 11/' 11 1--I l'1r1M LSI A AI (UNIT COUNT): 12 1,443 S.F. 35'-0" 1 41-011 111_3// 51_4// 51_911 41-811 I m I M M I 0— (14 _m WIC UTILITY i I I I I I F -- B ATH ------ Ilr7777__ 7777_ I O �_ 7777 M UNIT "AT' FLOOR FLAN SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): 2 1,063 S.F. 31'—'l„ I 11'--4" 10'-2" I i I r, E>uj ----- I I r-- i ------------ `' --- 11------ ;; I --J-r-, I b 0 I KIT14E:N� 1L J O III m I I I I LTJ I ----- - - - - -- L J I� I I I I I I I O F>,Yw>-j MASTS BEDROOM O ' I I I I ERIFY BATH I -�-� -�-�-� DINING r _ r r r ) I,I ROOM -- - , 7 7 1 WIC I L IL Ln _ _ J cr HALLWAYLn < `--- I I III I �� III r------ TLn III I k 111 l l LII-' #i 1 I I III I III I `� I I III I I ' = 1 1 II I �---III I I I I III ---,---- -"---------- 1' I I 1 II ---- `-- --- - - - - -- �- JJ LIVING � 1' 1' BEDROOM ; �-- - - r ---,I ROOM -- 7� BEDROOM L II II II I I { II' -9" II' -8" II 2'pl 5 1 I-4'-0" r - - -- u______ I-_____- {�{� ----- .-----� I Y�I UNIT "D" FLOOR FLAN SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): i 1,342 S.F. I ----� mil Iii ill i 1 i illi( I -- I - I III I MASTER I BEDROOMiT " 1711 �Ii�I ri 12'_0" 'III J' LII I III I M UNIT "AT' FLOOR FLAN SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): 2 1,063 S.F. 31'—'l„ I 11'--4" 10'-2" I i I r, E>uj ----- I I r-- i ------------ `' --- 11------ ;; I --J-r-, I b 0 I KIT14E:N� 1L J O III m I I I I LTJ I ----- - - - - -- L J I� I I I I I I I O F>,Yw>-j MASTS BEDROOM O ' I I I I ERIFY BATH I -�-� -�-�-� DINING r _ r r r ) I,I ROOM -- - , 7 7 1 WIC I L IL Ln _ _ J cr HALLWAYLn < `--- I I III I �� III r------ TLn III I k 111 l l LII-' #i 1 I I III I III I `� I I III I I ' = 1 1 II I �---III I I I I III ---,---- -"---------- 1' I I 1 II ---- `-- --- - - - - -- �- JJ LIVING � 1' 1' BEDROOM ; �-- - - r ---,I ROOM -- 7� BEDROOM L II II II I I { II' -9" II' -8" II 2'pl 5 1 I-4'-0" r - - -- u______ I-_____- {�{� ----- .-----� I Y�I UNIT "D" FLOOR FLAN SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): i 1,342 S.F. Ln BEDROOM �-_ _ III I I I III I I I III I , I 51-911 �I UTILITY c I II « I � I I I I I I I KItCHER -- ob I I I I I IL I I I I I L IIS/ 1 � L\-� IIS/ 1 L\-� DINING Lo I V4 O ROOM 1'I'II �m L L\ J L\ -JL J J E EJ El - J ao I �---J \ I �I I I-- __ I II I III I IJ.-_______--_ / I I I I T I I I I II I ITd� IIF I ------------- 11 24'—O" '-10" I m I a- N Lo I V4 O Ili/ 1 it Ili/ 1 it L\-� �m ------------- c_ L I V I N G —ROOM m }------� m Ll -\-J L__J r - L—T E E I - J ao I �---J \ I �I I I-- __ I II I III I IJ.-_______--_ / I I I I T I I I I II I ITd� IIF I ------------- 11 24'—O" '-10" I m I a- N Lo I V4 O Ili/ 1 it Ili/ 1 it L\-� �m ------------- c_ L I V I N G —ROOM m }------� m Ll -\-J ROOM r - L—T E E I I 111 I I I III I I I I I I I I I I I I I UNIT "E" FLOOR FLAN SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): 6 140 S.F. cel I 0- N UNIT "B" FLOOR i=L,4N SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): 5 1,103 S.F. frL"lQrA(I I I m I a- N Lo I V4 O Ili/ 1 it Ili/ 1 it L\-� �m --- —ROOM m m Cr � I m I a- N Lo I V4 Ili/ 1 it Ili/ 1 it L\-� N --- —ROOM m Ll -\-J L\ J r - L—T E E I 111 UNIT "F" FLOOR i=L,4N SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): 1 694 S.F. 6'_O„ / LLi I--------- REFU E 0I I I ---------- ---- BATk, ------------BATW O I JI 5, -901 1 y I ll O (UTILITY bo 11'-3" I � I I I I I I I I Ir I I I I I I I I I I KltCHER - - L- - - - - I I r- - - - - - - - - I I I I�______J --- BEDROOM _ �---- 11 I IIIA===r1 ---J o / I� riIJ. -_-----------------I II II I 11 Ili - DEN 1I�-111 T�I II iT - t r--�--��_10° IJIFJ I --- ==ll ------------- I' Ili/ 1 it Ili/ 1 it L\-� Ili/ 1 L\-� DINING —ROOM Ll -\-J L\ J L\ J J L—T E E --- BEDROOM _ �---- 11 I IIIA===r1 ---J o / I� riIJ. -_-----------------I II II I 11 Ili - DEN 1I�-111 T�I II iT - t r--�--��_10° IJIFJ I --- ==ll ------------- I' wi C MASTER ---I BEDROOM --------------- I I IL III I 121_0° I I UNIT "BT' FLOOR FL�4N SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): 1 1,299 S.F. 9 O in f I N m r I I I III I I I I I I I I I I I I I I I I I r I I I I I I III I I LIVING }------� ROOM wi C MASTER ---I BEDROOM --------------- I I IL III I 121_0° I I UNIT "BT' FLOOR FL�4N SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): 1 1,299 S.F. 9 O in f I N m r UNIT "G" FLOOR PLAID SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): 2 926 S.F. UNIT "H" FLOOR PLAN SCALE: 1/4" = 1'-0" TYPE "B" (UNIT COUNT): 1 1,626 S.F. r _I� 1 �II�.,IIIIIIIIIIIIIIIIIL.III ■I■I■II ■■I■I■I■I■II W1 — ___ ___ =■■I■I ■I■I■II —■■I■I ■I■I■II — ___ ___ = II■■■ ■■■� ■■■■I■I■II ■■� - --- --- - - - --- --- - - - - — 1111• - 1111. �e ,, .: - , ..• —.. _ I I _ 11111 _ � 11111 � - _- _ 111111 � 111111 ,. .:•"'� �-1=- - - - 11111 - C 11111 ._ -..:. 11111 _ 11111 11111 _ _. _. ._r. ... _. IIS, IIIIIIIIIIIIIIIIII III 1 II►� JIIIIIIIIIIIIIIIII III 1 _ SENSE INS _\_ __•-_ __•- �� ..- � � �,������ _ __•__ INS- •- 4' ,,, ry y T �. IWE I �, .. 4_: 7 ts.:+. '-- , '. 1.1:�: —i` .-v • _ _ •. _ � :CCL-: i:L�] -'�- -. .m_::� .; �.rt:z ...L— x s _L �� �. ..,IIIIIIIIIIIIIIIIII _ _ r I III 111111 IIII III I r - 2.1 SOLDIER COL GRAIDE kwimm. -m pwal.:sidu, I��i+i SME ■I■I■ ■I� � M �I�I� C SII milli�n ■SENSE _ NSI .:� SENSE _��� IIIIIIIIIIIIIIIIII ������ = __m■�iwllu- _— M :_ SENSE I hI I- _ ► 11111.. _I ly .�.x . _ 11111 T - -- ��� A q� 7 _1� —_IIS IIIIIIIIIIIIIIIIII III 11111 �. �-� _ _1 tl It - ■ ■iii w r - ■ ■ L oid IIIIIIIIIIIIIIIIIII liiiir, 1:FrM .rw±vTa:nr- :3h [ 1 IIIIIIIIIIIIIIIIII�!liiuih 1 I METAL DRIP EDGE CONTINUOUS RIDGE VENT PRE -FINISHED METAL FASCIA 2X6 SUB FASCIA PRE -FINISHED METAL SOFFIT PRE-ENGINEERED WOOD GABLE END TRUSS - HORIZ. LAP SIDING - SEE ELEVATIONS RIDER ------------ - - - - -- �\ II o I I I I BLOCKING AS REQ'D. I I I I I I I I I I I I I I I I I I26 I I 901 I UNIT I I I I I I I I I I I I I I I I I I I I SECOND FLOOR = 122'-3 3/4" I 30 aeon ------— — — — — — — ' PRE -ENG. ALUMINUM BALCONY t RAILING SYSTEM TRUSS BRG. = 120'-3" PROVIDE SPRINKLER HEADW-I LAYER 5/8" GYPSUM BOARD AT BALCONY AS REQ'D. ON RC CHANNELS 9 12" O.C. o COND FLOOR = III'—I 1/8" PRE -ENG. ALUMINUM BALCONY t RAILING SYSTEM TRUSS BRG. = 109'-1 1/8" PROVIDE SPRINKLER HEAD I LAYER 5/8" GYPSUM BOARD AT BALCONY AS REQ'D. ON RC CHANNELS a 12" O.C. — HORIZ. LAP SIDING - SEE ELEVAT 1/16 ' ZIP WALL SHEATHING 2x6 PRE-CUT STUDS SEE STRUCT. R-21 MIN. SPRAY FOAM INSULATION AT R-21 BATT INSULATION ALL RIM JOIST AREAS 4 MIL VAPOR BARRIER 5/8 " GYPSUM BOARD CONTINUOUS RIDGE VENT 12 4 ROOF TRUSSES, SEE STRUCT. PROVIDE BLOWN -IN INSULATION TO MEET STC/IIC IN FLOOR TRUSS CAVITY PRE -ENG. WOOD FLOOR - TRUSSES, SEE STRUCT. PROVIDE BLOWN -IN INSULATION TO MEET STC/IIC IN FLOOR TRUSS CAVITY r y�Jl� PRE -ENG. WOOD FLOOR TRUSSES, SEE STRUCT. ATTIC NOTE: PROVIDE DRAFTSTOP COMPARTMENTS AS REQUIRED IN COMPLIANCE WITH NFPA 13R REQUIREMENTS (OPTIONAL) 2X OR PLYWOOD WALKWAY 2XIO W/ (2) LAYERS 5/8" TYPE "X" GYP. B ARD BD. ACOUSTICAL CEILING TILE CORRIDOR 2x6 STUDS SEE STRUCT. 5/8" GYPSUM BOARD - 1/2" R.C. CHANNEL ­ S 1/2" SOUND JNSULATION ASPHALT SHINGLES BUILDING PAPER 1/2" APA RATED ROOF SHEATHING PRE -ENG. WOOD ROOF TRUSSES SEE STRUCTURAL PLANS R-49 (MIN.) BLOWN INSULATION 4 MIL VAPOR BARRIER I LAYER 5/8" GYPSUM BOARD ON RC CHANNELS ® 12" O.C. O UNIT PROVIDE BLOWN -IN INSULATION TO MEET STC/IIC IN FLOOR TRUSS CAVITY 3/4" FLOOR SHEATHING O 1 1' GYPCRETE TOPPING WOOD JOISTS I SEE STRUCT. 38 CONT. RIM - SEE STRU T. CONT. RIM - SEE STRU T. (I)LA R 5/8' TYPE 'X' GYP. D. (1) LA R 1/2' MIN. TYPE 'X' G . BO. FOR R I HR. PROTECTION I STC/IIC IN FLOOR 15 A801 ACOUSTICAL CEILING TILE 3/4" FLOOR SHEATHING O - 01 1 � O I PROVIDE 1/2" X 3" STRIP OF GYP. BD. BACKER AT TOP AND BOTTOM OF WALL AS WELL AS AT ALL OUTSIDE CORNERS AND AROUND ALIS DOORS (TYP.) �nni 3/4 GYPCRETE, TYP. UNIT 3/4' GYPCRETE, TYP. UNIT ANCHOR S 48. O.C. MAX. 2x6 TREATED PLATE w/ SILL SEALER GRADE VERIFY FLASHING AS REQ'D. O 1 1' GYPCRETE TOPPING 38 CORRIDOR 38 901 901 INSULATIONTOBLOWN-IN MEET W/ CIVIL DRAWINGS STC/IIC IN FLOOR TRUSS CAVITY 2" STUDS SEE STRUCT. 5/8" GYPSUM BOARD 1/2" R.C. CHANNEL 3/4" FLOOR SHEATHING 5 1/2" SOUND NSULATION SLOPE FIN. FLOOR WOOD JOISTS I SEE STRUCT. - -- ELEV. 100'-0" \-CONT. RIM - SEE STRUCT. ---------------� 11 -----------------�----------- -------- —CONT. RIM - SEE STRUCT. y ----------------------- -o - - - - - - - - - II)LA R 5/8' TYPE 'X' GYP. D. ID LA R 1/2' MIN. TYPE 'X' GY P. BD. 3 HR. FLOOR / CEILING FOR OVER I HR. PROTECTION �1=IIII—IIII—I .�.�.�� I --- --� 15 A801 ACOUSTICAL CEILING TILE — — — — — — —� o �.:. . - -�,5 sss� .�� III—IIII.. CORRIDOR IIII O - 01 1 � O I PROVIDE 1/2" X 3" STRIP OF GYP. BD. BACKER AT TOP AND BOTTOM OF WALL AS WELL AS AT ALL OUTSIDE CORNERS AND AROUND ALIS DOORS (TYP.) �nni 3/4 GYPCRETE, TYP. UNIT 3/4' GYPCRETE, TYP. UNIT ANCHOR S 48. O.C. MAX. 2x6 TREATED PLATE w/ SILL SEALER GRADE VERIFY FLASHING AS REQ'D. 1' GYPCRETE TOPPING W/ CIVIL DRAWINGS SLOPE FIN. FLOOR - -- ELEV. 100'-0" --- --= ---------------� 11 -----------------�----------- -------- - ------ y ----------------------- -o - - - - - - - - - 111 IIII-1111-1111 3 HR. FLOOR / CEILING 3 HR. FLOOR / CEILING 00 �1=IIII—IIII—I .�.�.�� --- --� ---------- ------------ — — — — — — —� o �.:. . - -�,5 sss� .�� III—IIII.. T.O. PRECAST ,.. -: - - - - -- - - - - - -- ---;— -- --- — -- ---- — --------- -- — — — - -- -- — — --- ...... ELEV. 99'-11" - TREATED SILL PLATES 8' PRECAST CONCRETE PLANK CONCRETE PLANK, w/ I' GYPCRETE TOPPING PROVIDE I" RIGID VERIFY W/ STRUCTURAL SCREW ANCHORS (SIDE SPANS) INSULATION SEE STRUCT. FILL CORE WITH INSULATION CORE FILL PLANK AT 4'-0" BACK WHEN NO 12" PRECAST CONC. PLANK PRECAST ANCHORS, SEE STRUCT. STRUCTURAL ANCHOR w/ I" GYPCRETE TOPPING BEAM CORE FILL PLANK AT PRECAST (CENTER SPAN) SEE STRUCT. CONCRETE PATIO DOWN MAX. I/2' ANCHORS, SEE STRUCT. BEAM SEE STRUCT. FROM T.O. OF PATIO THRESHOLD. SEE STRUCT. SLOPE AWAY FROM BUILDING AS REQUIRED. I O ° GARAGE - GARAGE DRIVE LANE TEXTURED PRECAST COL., 12" INSULATED PRECAST SEE STRUCT. PANEL, SEE PANEL DWG'S. R-15 MIN. WATERPROOFING MEMBRANE PRECAST COL., BELOW GRADE AS REQ'D. SEE STRUCT. PER MANUFACTURERSJOINT, RECOMMENDATIONS SEE STRUCT. 24'-0" MIN. CLEAR JOINT, SEE STRUCT. 12" INSULATED PRECAST 4" POURED CONC. SLAB 4" POURED CONC. SLAB PANEL SEE PANEL DWG'S. VERIFY W/ STRUCT. t SOILS REPORT VERIFY W/ STRUCT. t SOILS REPORT 4" POURED CONC. SLAB R-15 MIN. REINFORCED AS REQ'D. REINFORCED AS REQ'D. VERIFY W/ STRUCT. t SOILS REPORT SEE STRUCT. SEE STRUCT. REINFORCED AS REQ'D. SEE STRUCT. 10 MIL. VAPOR BARRIER ; DRAIN TILE IN GRAVEL BASE AS REQUIRED FIN. FLOOR FIN, FLOOR T.O. FOOTING ELEV. 89'-O" ELEV. 89'-O" SEE STRUCT. S ° • 9 .:Q v " a a 10 MIL. VAPOR BARRIER 10 MIL VAPOR BARRIER rikk T.O. FOOTING CONNECTION BY GRANULAR FILL ON SEE STRUCT. PRECAST SUPPLIER COMPACTED BASE GRANULAR FILL ON PER SOILS REPORT a r COMPACTED BASE SEE STRUCT. PLANS GRANULAR FILL ON PER SOILS REPORT FOR FOOTINGS COMPACTED BASE PER SOILS REPORT CONNECTION BY CONNECTION BY NOTE: CONTRACTOR TO VERIFY ALL PRECAST SUPPLIER PRECAST SUPPLIER RECOMMENDATIONS BY GEOTECHNICAL ENGINEER PER SOILS REPORT POURED CONCRETE PAD FOOTING, SEE R-10 MIN. RIGID INSUL. STRUCTURAL PLANS FOR SIZE AND REINFORCING SEE STRUCT. PLANS FOR FOOTINGS BALCONY WALL SECTION („CORRIDOR WALL SECTION ��TYPICAL WALL SECTION SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" HORIZ. LAP SIDING - SEE ELEVATIONS 1116 ' ZIP WALL SHEATHING 2x6 PRE-CUT STUDS SEE STRUCT. R-21 BATT INSULATION 4 MIL VAPOR BARRIER 5/8 " GYPSUM BOARD SECOND FLOOR = 122'-3 3/fii CONT. RIM - SEE STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION AT ALL RIM JOIST AREAS TRUSS BRG. = 120'-3" rL HORIZ. LAP SIDING - SEE ELEVATIONS 1/16 ' ZIP WALL SHEATHING 2x6 PRE-CUT STUDS SEE STRUCT. R-21 BATT INSULATION 4 MIL VAPOR BARRIER 5/8 " GYPSUM BOARD SECOND FLOOR = III'—I —1/8" CONT. RIM - SEE STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION AT ALL RIM JOIST AREAS TRUSS BRG. = 109'-1 1/8" rL -FLASHING AS REQ'D. -CULTURED STONE CAP CULTURED STONE WATER RESISTIVE BARRIER OR TWO LAYERS OF 815 FELT, CORROSION RESISTANT WIRE LATH I A SCRATCH COAT BEHIND CULTURED STONE. (SEE MANUFACTURER FOR FURTHER RECOMMENDATIONS I REQUIREMENTS) FLASHING t WEEP SCREED AS REQ'D. CULTURED STONE PER MANUF. SPECS. CAP - TYP. FIN. FLOOR ELEV. 100'-O" T.O. PRE -CAST ELEV. 99'-11" FLASHING t WEEP SCREED AS REQ'D. PER MANUFACTURER'S SPECIFICATIONS PRE -CAST PANEL VERIFY DECORATIVE TEXTURED PATTERN W/ OWNER / G.C. GRADE VARIES, SEE CIVIL WATERPROOFING MEMBRANE BELOW GRADE AS REQ'D, PER MANUFACTURERS RECOMMENDATIONS POURED CONC. FOUND. SEE STRUCT. NOTE: CONTRACTOR TO VERIFY ALL RECOMMENDATIONS BY GEOTECHNICAL ENGINEER PER SOILS REPORT T.O. FOOTING bi SEE STRUCT. (42" FROST DEPTH MIN.) VERIFY W/ CIVIL DRAIN TILE IN GRAVEL BASE AS REQUIRED N m 0 0 0 0 0 N Li J LL 0 N I N I n 0 w 0 J a_ 7th Street Storm Manholes Storm Inlets Catchbasin Standard Inlet Storm Discharge Points CITY OF 11 jZMoT1i1Ao . Standard Outlet Y: Storm Fittings Storm Gravity Mains IN 1 in=188 ft N A April 28, 2020 Map Powered By DataLink wsb STREET WEST 7TH STREET WEST 7TH BEGIN PROJECT 4S.A.P.222-101-007 STA.24+88.00 / 18.3 CY CLASS IV RIP RAP W/36 SY GEOTEXTILE FABRIC a 5000 C9 A, 0 FT 30 60 \ o\ 002 3+o0 4� 50 sty SU +00 - 31+Op_ - \ o 26 5004 5008 _� �; / w o s F(� / 500 5006 �� 3 44V Co a _ 5010 �a= 0 5014 m 5005 5007 �� �a BENCH MARKS W E / TOP NUT HYDRANT _ THIS DRAWING IS OUR RECORD KNOWLEDGE OF STA. 27+46 EL=948.18 �� C N THE PROJECT AS CONSTRUCTED STA. 30+36 EL=952.950 o RECORD DRAWING STA. 33+11 EL=952.28 ww<s e STA. 35+91 EL=952.10 � a SHIBANI BISSON, P.E. - PROJECT ENGINEER WSB & ASSOCIATES INFORMATION IS FURNISHED WITHOUT NOTES: 3" TOM BOSE - CONSTRUCTION OBSERVER WARRANTY AS TO ACCURACY. USERS 1. SEE SHEET 29 FOR STORM SEWER LATERALS. CITY OF MONTICELLO SHOULD FIELD VERIFY LOCATIONS AND ELEVATIONS. 2. ALL JUNCTION STORM MANHOLE CASTINGS TO BE LOCATED Q JANUARY 2014 BETWEEN CURB AND PARKING STRIPE, NOT IN THRU LANE Z F- Ow O . N t= N . N. Z U W z F Z 960 � . �. 960 W Q Z Z ZC Lu C Lu � 955 .n 955 C� � . o f F�Uo 011 5013 u~iu~i0J a J F- W 950 . — \ _ — _ —.--:0d� e. 1 ro 950 J U H d 50 6 945 . . . . . . 7U /. 04 11s.s' . . . . . . . . . . . . . . . . . . 945 . 5002 . / . LASS III ®• 1.00% . \. 940 m 7.5' MIN. 52 W TE AI�J 940 762 — 1 L4 — — — SE)939.20. 46.81 94618 (,SW) . . 935 1 I� �� 937:6193k6() 37 W)938:78. 935 . ~� . 934.2 (E) �z� (E) .93§§9W) 935.89 935.44 -�E 44:6 140' Rcp .CLAS iB11 0 RCP 111 ®9137-,"6 . o0 o 930 . . . �I . . . . u . . . 934.27(NW) . . . . . . . 9A.44 S) 942.936 83. . . . . . . CL-ASS-111 01:00%•1.23% . . . . . . . . . . . . . . . . . . . . . . . . 930 a � o 933.06 NE) 102'. 11_36" RC m� d �. ' w w.W I o ' 935.07 930.74 SW) SUMP) al-36" CLASS 111 RCP 0 4wG961.19%. CLASS IU ® 1.00%0.76%• z 925 N'o i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 925 �.Ir a n. �.z cq N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M - 920 m ran 920 N M M N .. m W .. .. .. W N y N m m O m m m ." m ." m a" m ." m m m m M� m m O m m ST 590 25+00 26+OC 27+00 28+00 29+00 30+00 31+00 32+00 CONTRACTOR: KUECHLE UNDERGROUND CITY PROJECT NO.- 12CO02 STORM SEWER AND STREET MANUFACTURE LIST: CONCRETE - COUNTY MATERIALS//VALVES - AFC //MEGALUGS - SIGMA//FITTINGS - UNION USA// DIP - AMERICAN//PVC - JM EAGLE S.A.P.NO. - 222-101-007 WEST 7TH STREET SHEET 27 OF 53 SHEETS 32 RENTAL STRESS BY INCOME RENTAL STRESS in Monticello exists almost entirely within low-income City households. While there are renter households over 80% AMI that experience cost burden, higher -income cost burdened households often have the option to spend more than 30% of income toward housing while still maintaining the ability to cover fixed costs - cost burden by choice. Due to the structure of the rental market in the City, there are gaps in unit availability at appropriate price points to serve specific incomes in the market. Overall, there is a general oversupply of low-cost units that serve households between 31 % and 80% AMI (approx. $800 - $1,300 monthly rent). These units represent natural appreciation of units within the market - they do not have subsidies that allow them to alleviate cost burden for the lowest - income households, while also not filling demand for the highest -income users in the market. There are significant housing gaps at both the top and bottom of the rental housing market, with an undersupply of market -rate units for households earning over 80% AMI (rental housing cost $1,500+) as well as affordable units with 250 200 150 100 50 Less than $20,000 $20,000 - $34,999 rents below $800 monthly. Although there is a high market gap, there is an upwards limit to income that can realistically be spent on housing. Many higher income households also value affordability (spending less than 30%), so this does not display true unit for unit demand for high cost housing. It does create some additional market tension, where some high income households rent significantly below what they could afford, using units otherwise affordable to lower-income households. RENTAL UNIT MISMATCH *most recent available data - does not include Monticello Crossings Source: American Community Survey 5 -Year Estimates M m $35,000 - $49,999 $50,000 - $74,999 0% - 30% AMI 480 215 31% - 50% AMI 200 650 51% - 80% AMI 405 460 > 81% AMI 285 45* -240 *most recent available data - does not include Monticello Crossings Source: American Community Survey 5 -Year Estimates M m $35,000 - $49,999 $50,000 - $74,999 ■ Cost Burdened Severely Cost Burdened > $75,000 33 RENTAL HOUSING STRESS COST BURDENED RENTER HOUSEHOLDS Source: American Community Survey 5—Year Estimates LEVELS OF COST BURDEN (2018) 100% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% Monticello Buffalo Becker ■ Cost Burden (30%-50% Income Toward Rent) RATES OF RENTER COST BURDEN may be low in Monticello overall, but those renters who are cost burdened are much more likely to be severely cost burdened (spending more than 50% income toward rental costs). Of those experiencing cost burden in the City, 73% are severely cost burdened. This rate is significantly higher than in regional peer communities, 21.7 points higher than the next closest community. While rates of cost burden are low overall, higher income households "renting down", as well as increased demand in the market overall increases competition for units in the moderate- and middle- market segments. This also indicates a lack of appropriately - priced units for the lowest income households already living in the community, and indicates opportunity to better serve low-income households through income -restricted and subsidized units that ensure affordability levels not currently provided within the market. Big Lake St. Michael Wright County Severe Cost Burden (>50% Income Toward Rent) Source: HUD Comprehensive Housing Affordability Strategy Renta( Market Monticello 174 4;, 72.5% Buffalo 519 420 44.7% Becker 72 38 34.5% Big Lake 289 29 9.1% St. Michael 165 159 48.6% Wright County 1,889 1,951, 50.8% Source: American Community Survey 5—Year Estimates LEVELS OF COST BURDEN (2018) 100% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% Monticello Buffalo Becker ■ Cost Burden (30%-50% Income Toward Rent) RATES OF RENTER COST BURDEN may be low in Monticello overall, but those renters who are cost burdened are much more likely to be severely cost burdened (spending more than 50% income toward rental costs). Of those experiencing cost burden in the City, 73% are severely cost burdened. This rate is significantly higher than in regional peer communities, 21.7 points higher than the next closest community. While rates of cost burden are low overall, higher income households "renting down", as well as increased demand in the market overall increases competition for units in the moderate- and middle- market segments. This also indicates a lack of appropriately - priced units for the lowest income households already living in the community, and indicates opportunity to better serve low-income households through income -restricted and subsidized units that ensure affordability levels not currently provided within the market. Big Lake St. Michael Wright County Severe Cost Burden (>50% Income Toward Rent) Source: HUD Comprehensive Housing Affordability Strategy Renta( Market 35 RENTAL UNIT CONSUMPTION WHILE UNIT CHOICE is important to the freedom and desirability of the local housing market, more options at appropriate price points can help guide consumers into more appropriately priced units that ease burden at all levels. Comments received in the Community Survey largely called out this need for housing across multiple price points - even when not directly asked. While a few respondents were hesitant toward new development, themes largely arose that clearly identified both affordable and executive level housing options as needs within the community. This included a significant response for increased housing support directed toward households at risk of homelessness - which per HUD guidance is considered severely cost burdened, extremely low-income renter households (approx. 225 of these households currently live in the City). RENTAL UNIT HOUSEHOLD OCCUPANCY The survey also identified specific building types they would like to see within the market - and in addition to amenity -rich market rate options for renters who may choose to telecommute, attached unit and townhome development were commonly listed as options to help fill the mid-level market, whether ownership or rental. In looking to directly address rental costs for low- income households, one method commonly used is to aim to add the undersupply. In Monticello, this would be a goal to add 265 units of rental housing affordable to the lowest -income earners in the community (0% - 30% AMI households). This would allow options for these households to eliminate or severely reduce their housing costs, decrease rates of rental cost burden, and open up units they were occupying to other households in the community or moving to the community at price - points appropriate to their own income. I I I I V12 .9 ffWC4;1 ; IvIlm11w," IF)EFR4 RNUMM Affordable at 30% 175 40 0 0 0 Affordable 31% - 50% 195 85 210 105 60 Affordable 51% - 80% 95 60 180 50 70 Affordable at >80% 15 15 15 0 0 100 RENTAL DEMAND - LOW ESTIMATE Within the rental market, projections are based on projected household growth, current rates of household tenure for demographics likely to be seeking rental housing, and then focused based on rates of affordability to current residents who rent within the housing market. This demand analysis indicates a slow shift from ownership to renter markets, consistent with changes in rates of tenure over the past decade. Gradual and thoughtful demand -driven outcomes will likely see more a higher percentage of rental units created in an average year than the current overall percentage of renters in the community. The low estimate for rental housing in the next 5 years assumes fewer new units than have been created in the past 5 -year period, and should be treated as a baseline for unit development, not a target that should preclude development when the baseline has been met. New - Housing Demand Demand from Household Growth Within the City - Household Growth in Rental Demographics 329 additional households Demographic Renter Rate 37% Demand from New Construction 122 rental units Demand from Existing Resident Households Current Renters in Market 62 households Percent of Renters Seeking New Housing 28% Increased Demand from Existing Renters 325 rental units Renters with Preference for New Construction 20% Existing Renter Demand for New Construction 65 rental units Total Demand for New Construction Rental Units = 187 units Affordable Units 50% Mid -Level Units 40% High Market Units 10% New Affordable Demand 93 units New Mid -Level Demand 75 units New High Market Demand 19 units Additional Need for Vacancy 52 units Additional Need for Vacancy 32 units Additional Need for Vacancy 19 units Total Affordable Need 145 units Total Mid -Level Need 107 units Total High Market Need 38 units Total Unit Need = 290 units City of Monticello Housing Needs and Demand RENTAL DEMAND - HIGH ESTIMATE 101 High estimates for rental demand assume continued, strong demand within the market - and matches approximately the same number of units that have been created over the past 5 -year period. This suggests continued demand for development types that have been coming forward in the City, and planning for the trend to continue will allow the City to identify sites and areas through downtown and key corridors. The City can balance market demand for more rental housing with small town character through smart siting and design regulations. This estimate of demand may come to be met if growth pressures increase further than current projections indicate, and developments should be considered based on their own merits and demonstrated need on an annual basis. New - Housing Demand Demand from Household Growth Within the City - Household Growth in Rental Demographics 510 additional households Demographic Renter Rate 37% Demand from New Construction 189 rental units Demand from Existing Resident Households Current Renters in Market 62 households Percent of Renters Seeking New Housing 28% Increased Demand from Existing Renters 325 rental units Renters with Preference for New Construction 20% Existing Renter Demand for New Construction 65 rental units Total Demand for New Construction Rental Units = 254 units Affordable Units 50% Mid -Level Units 40% High Market Units 10% New Affordable Demand 127 units New Mid -Level Demand 102 units New High Market Demand 25 units Additional Need for Vacancy 54 units Additional Need for Vacancy 34 units Additional Need for Vacancy 20 units Total Affordable Need 181 units Total Mid -Level Need 136 units Total High Market Need 45 units Total Unit Need = 362 units Unit Demand & Recommendations Monticello Workforce Apartments EDA Financial Review June, 2022 Sources and Uses of Funds Development Expenses Amount Previous Yr. Land $ 609,000 $ 609,000 Hard Construction Costs $ 13,513,000 $ 11,411,000 Professional Fees $ 1,551,000 $ 1,539,000 City Development Fees $ 493,000 $ 463,000 Other Soft Costs $ 530,070 $ 392,718 Financing Costs $ 667,680 $ 546,850 Capitolized Reserves $ 349,250 $ 349,250 Total Development Expenses Development Sources Amortizing First Mortgage (GMHF) Monticello TIF calculated Mortgage Limited Partnership Equity (Tax Credits) GAP Energy Rebates Total Permanent Sources $ 17,713,000 $ 15,310,818 $ 4,490,000 $ 3,103,000 $ 600,000 $ 500,000 $ 12,039,000 $ 11,676,332 $ 565,000 $ 12,486 $ 19,000 $ 19,000 $ 17,713,000 $ 15,310,818 Duffy Development Company, Inc. Monticello Workforce Apartment Proposal i Monticello Apartments Monticello Apartments IElllilll� IIU1;1911AI�Ilill� MONTICEIL0, MN COLE GROUP A R C H I T E C T S r ■■ ■ ■ 218 Pe,k Arenue 5., S"M 102 • SL VOW. MN 56301 Monticello Apartments w Proposed Rents (below the 50% MTSP rent limit) w One Bedroom - $965, Supportive Hsg. units @ $891 (including subsidy) Two Bedroom - $1,150, Supportive Hsg. units @ $891 (including subsidy) w Three Bedroom - $1,325, Supportive Hsg. units @ $891 (including subsidy) w Four Bedroom - $1,450 Monticello Apartments Monticello Workforce Apartments EDA Financial Review June, 2022 Review of Rents Proposed Proposed Proposed July, 2021 6/8/2022 Current 1 Bedroom $ 875 $ 1,050 $ 965 2 Bedroom $ 1,075 $ 1,255 $ 1,150 3 Bedroom $ 1,200 $ 1,445 $ 1,325 4 Bedroom $ 1,290 $ 1,560 $ 1,450 Monticello Apartments Market Comparison Aparfments.com Monticello Crossings 1 BR Avg. - $1,500 2BR Avg. - $1,750 3BR Avg. - $2,300 No 4BR units Deephaven 1 BR Avg. - $1,200 2BR Avg. - $1,500 3BR Avg. - $1,650 No 4BR units Rivertown Suites 1 BR Avg. - $1,375 2BR Avg. - $1,550 No 3BR units No 4BR units Single Family Homes 4BR unit - $2,450 4BR unit - $2,495 3BR unit - $2,145 3BR unit - $2,245 Monticello Apartments Market Comparison Twin Pines Development Approved Spring, 2022 Zoning change required/PUD Studios, 1 BR, 2BR and 3BR units Most will be 1 BR and 2BR units 93 units total w/underground parking w Allowance for higher density w Allowance for reduced parking w Allowance for roof design Described as comparative to Monticello Crossings Monticello Apartments m Timeline m Submit MHFA Application w City and County Support, Important w VjHFA Funding Selections w Begin design for City submittals City Approvals w Site Plan, Zoning, TIF Start Construction Complete Construction July 14, 2022 December, 2022 March/April, 2023 August, 2023 September, 2024 Monticello Apartments Monticello Workforce Apartments ELBA Financial Review June, 2022 Sources and Uses of Funds Development Expenses Amount Pra•:::,is Yr. Land $ 609,000 $ 609,000 Hard Construction Costs $ 13,513,000 $ 11,411,000 Professional Fees $ 1,551,000 $ 1,539,000 City Development Fees $ 493,000 $ 463,000 4therSaftCasts $ 530,070 $ 392,718 Financing Casts $ 667,580 $ 546,850 Capitalized Reserves $ 349,250 $ 349,250 Total development Expenses $ 17,713,00 $ 15,310,818 D eve I a p m e nt Sou rces Amortizing First Mortgage (GMHF) $ 4,824,000 $ 3,103,000 Monticello TIF calculated Mortgage $ 831,000 $ 500,000 Limited Partnership Equity (Tax Credits) $ 12,039,000 $ 11,676,332 GAP $ - $ 12,486 Energy Rebates $ 19,000 $ 19,000 Total PermanentSou rces $ 17,713,00 $ 15,310,818 Monticello Apartments w Request for Support w Tax Increment Financing w Create new district and utilize full funding w Model from 2021 calculated $832,219 w Flexibility of Parking Requirement w Reduce covered parking from 1.15/unit to 1.00/unit w Flexibility of Unit Minimum Square Footage w Reduce minimum from 900 sq. ft. to 750 sq. ft. w Flexibility of Front Yard Setback w Reduce front yard setback from 100 feet to 40 feet City Council Agenda: 06/27/2022 3A. CONTINUED PUBLIC HEARING - Consideration of adopting Resolution No. 2022-64 authorizing the Establishment of Redevelopment Tax Increment Financing (TIF) District No. 1-45 within the Central Monticello Redevelopment Project No. 1, and the adoption of the Tax Increment Financing Plan relating thereto Prepared by: Meeting Date: ❑ Consent Agenda Item Economic Development Manager 06/27/2022 ® Public Hearing Item ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to adopt Resolution No. 2022-64 approving the establishment of Tax Increment Financing District No. 1-45 within the Central Monticello Redevelopment Project No. 1, and the adoption of the Tax Increment Financing Plan for the TIF District. PREVIOUS COUNCIL ACTION May 23, 2022: City Council opened the public hearing. A summary overview of the TIF District proposal was provided by staff. Due to an increase in the projected taxable value of the proposal by the County Assessor, revised information was provided to the County Board member and to the School District Superintendent. The valuation change rose from $16,717,000 to $18,500,000, a 10.6 percent increase. The public hearing was continued to the City Council meeting on June 27, 2022. REFERENCE AND BACKGROUND The City Council is asked to consider adopting Resolution No. 2022-64 approving the establishment of a Redevelopment Tax Increment Financing (TIF) District No. 1-45, to support Deephaven Development's proposed vertical mixed-use commercial residential redevelopment in Block 52 in downtown Monticello. The City of Monticello Economic Development Authority (EDA) received an application from Deephaven Development for public financial assistance to help with the development of a signature mixed-use project consisting of a five story L-shaped building in the eastern half of the block fronting along Pine Street (MN TH-25) and Broadway. Specific building features reveal approximately 30,000 +/- square feet of various sized ground floor commercial and office spaces with excellent visibility from Pine Street and Broadway. A City Council Agenda: 06/27/2022 5,500 square foot space on the northeast end of the building is reserved for a restaurant. The plans show the restaurant having an outdoor patio overlooking West Bridge Park. Floors 2 through 5 contain 87 market rate multi -family units. An underground parking garage with 83 stalls is reserved for the residential tenants. Apartment tenants will also have a bird's eye view of West Bridge Park and the Mississippi River when using the clubhouse, lounge, and rooftop patio located on the 5t" floor. Approximately 80 percent of the residential units will have views of the public parks (East Bridge and West Bridge) and the Mississippi River. The center of the Block will feature courtyard parking for 114 +/- vehicles. Deephaven Development estimates the total cost of the development at $25,000,000 +/-. Various other components such as utility relocates, land acquisition and related costs and associated public infrastructure upgrades are not included in that figure. A rough estimate of the all -in costs, including land acquisition, excavation, utility extensions -relocates, parking structure, new construction, and associated public infrastructure improvements will increase the total to over $31,000,000. The developer is seeking TIF assistance to offset extraordinary development costs including site, excavation and the parking structure costs as well as utility extensions. They are asking the EDA to convey the site to them for $1.00. The EDA would recover land acquisition costs through the increment generated in the district. The proposed TIF assistance to the developer would be structured as a "pay -go" TIF over a 26 -year period with increment payments to Deephaven Development derived solely from the tax increment from a newly established TIF District No. 1- 45. Subject to approval of the request for the public financial assistance, the developer plans to commence construction by mid-September 2022 and substantially complete construction by March -April 2024. The developer has indicated that its mixed-use proposal is not economically feasible without financial help, and they will not move forward if TIF assistance is not authorized. Redevelopment of Block 52 has been the number one goal for the EDA for several years. The EDA directed that a Small Area Plan (SAP) focusing on the core downtown area be completed establishing guiding development goals and objectives. That was completed and adopted by the EDA and the City Council in late 2017. For Block 52, the SAP called for mixed-use redevelopment featuring housing, retail and entertainment as anchoring uses in the Block. The SAP also recommends Block 52 redevelopment proposals embrace and relate to the Mississippi River. It further encourages courtyard parking and enhanced public private connection features. The Deephaven Development redevelopment proposal aligns with many of those goals. The TIF District boundaries include 13 parcels within Block 52, as well as River Street, Broadway Street, Walnut Street and a portion of Pine Street adjacent to the block. Only a portion of this area will be conveyed to the developer for the project. Deephaven Development has indicated that they would like to obtain title to the property and begin demolition, excavation and City Council Agenda: 06/27/2022 construction activities by August 2022. State statutes for use of TIF require a public hearing be held by City Council. Several years ago, the Council assigned TIF District review and administration to the EDA; however, the Council is still responsible for the final approval of the TIF Plan and authorization of creating a new TIF District. The City TIF District No. 1-45 Public hearing is one of the few remaining steps in the entire redevelopment TIF review and approval process that culminates in June 2022. A TIF review and approval calendar is attached to this report. The Economic Development Authority reviewed this item on June 22, 2022. The EDA has authorized the establishment of the proposed TIF District 1-45, contingent on City Council approval. Budget Impact: The budgetary impact related to the City Council consideration of establishing a Redevelopment TIF District No. 1-45 is modest. The Developer escrow account is funding the legal fees for various documents along with Northland Securities work analyzing the tax impacts, projected increment flows and drafting the TIF Plan. II. Staff Workload Impact: Staff involved in the proposed TIF District consideration include the City Administrator, Community Development Director, Finance Director, Economic Development Manager, the EDA attorney, and the financial advisor. A rough projection of the number of hours allocated to all steps related to the more complicated and involved redevelopment TIF review and approval process is approximately 165 to 185. No additional staff are needed to complete the TIF review and approval process. III. Comprehensive Plan Impact: The Vision adopted as part of the Monticello 2040 Plan is to create a friendly and safe community which is inclusive and fosters a sense of belonging. The value statements call for a "Vibrant downtown that embraces the River and provides a focal point for the community." It also notes as a value "A range of attainable housing options in terms of type, cost, and location." Another value is "A diversified and strong local economy competitive at regional, state and national levels." The Deephaven Development mixed-use redevelopment proposal checks the boxes for all these value statements. STAFF RECOMMENDED ACTION: Staff recommends approving the Redevelopment TIF District No. 1-45 Plan as presented in support of Deephaven Development's Block 52 redevelopment proposal. Deephaven Development's mixed-use proposal aligns with the overall goals and objectives cited in the Comprehensive Plan, Downtown SAP, and the EDA Workplan. Block 52's core location, existing conditions (a mix of blighted and obsolete buildings in the redevelopment area of the block), and low property valuations are well documented. With that knowledge, the EDA has focused on Block 52 redevelopment efforts as its number one Workplan priority for several years. City Council Agenda: 06/27/2022 Deephaven Development's proposal is an opportunity to leverage public-private resources to undertake a significant Block 52 redevelopment which may also act as a catalyst for other potential future nearby downtown revitalization efforts. SUPPORTING DATA A. Resolution No. 2022-64 B. TIF District No. 1-45 Plan C. Northland Summary TIF Memorandum D. Block 52 Redevelopment Plans E. Small Area Study and Monticello 2040 + Comprehensive Plan F. TIF #1-45 Review and Approval Calendar G. Public Hearing Notice CITY OF MONTICELLO WRIGHT COUNTY STATE OF MINNESOTA RESOLUTION 2022-64 RESOLUTION APPROVING THE ESTABLISHMENT OF TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 (BLOCK 52) WITHIN CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1 AND THE ADOPTION OF A TAX INCREMENT FINANCING PLAN THEREFOR WHEREAS, the City of Monticello Economic Development Authority (the "Authority") has requested that the City of Monticello, Minnesota (the "City") establish Tax Increment Financing (Redevelopment) District No. 1-45 (the "TIF District") within the Central Monticello Redevelopment Project No. 1 (the "Project Area") and adopt the related Tax Increment Financing Plan therefor (the "TIF Plan"), all pursuant to Minnesota Statutes, Sections 469.001 through 469.047, 469.090 through 469.1082, and 469.174 through 469.1794, as amended (the "TIF Act"), all as reflected in that certain document entitled "Tax Increment Financing Plan for Tax Increment Financing (Redevelopment) District No. 1-45 within Central Monticello Redevelopment Project No. 1" and presented for consideration by the City Council of the City (the "Council"); WHEREAS, the City, the Board of Commissioners of the Authority (the "Board"), and its consultants have performed all actions required by law to be performed prior to the adoption and approval of the TIF Plan, including without limitation, notification of the commissioner of Wright County, Minnesota ("Wright County") representing the area included in the TIF District, notification of Wright County and Independent School District No. 882, approval of the TIF Plan by the City's Planning Commission on June 7, 2022, approval of the TIF District by the Economic Development Authority on June 22, 2022, and the holding of a public hearing by the City thereon on May 23, 2022, and continued to the date hereof, following notice thereof published in the City's official newspaper at least 10 but not more than 30 days prior to the public hearing; WHEREAS, certain information, written reports and other documentation and materials (collectively, the "Materials") relating to the establishment of the TIF District and the approval and adoption of the TIF Plan and to the activities contemplated therein have heretofore been prepared and submitted to the Council and/or made a part of the City and Authority files and proceedings on the TIF Plan. The Materials, which are incorporated herein by reference, include data, information and/or substantiation constituting or relating to (1) the "studies and analyses" on why the new TIF District meets the requirements to be a redevelopment tax increment financing district, including a "Report of Inspection Procedures and Results for Determining Qualifications of a Tax Increment Financing District as a Redevelopment District"; dated March 7, 2022, prepared by LHB, Inc., Minneapolis, Minnesota (the "LHB Report"), (2) why the TIF District meets the so-called "but for" test, including an analysis of the proforma, application for assistance, and other materials submitted by Deephaven Development LLC, or an affiliate thereof or entity related thereto (the "Developer"); and (3) the bases for the other findings and determinations made in this resolution. The Council hereby confirms, ratifies, and adopts the Materials, which are MN190\159\796335.v2 hereby incorporated into and made as fully a part of this resolution to the same extent as if set forth in full herein; WHEREAS, the TIF District is being established to facilitate a redevelopment project by the Developer consisting of the acquisition of certain property, demolition of existing blighted buildings, and construction of approximately 87 rental housing units and approximately 27,342 square feet of commercial retail and office space, with 83 lower -level parking spaces and 114 adjacent off-street parking stalls and related amenities in the City (the "Development"). NOW THEREFORE BE IT RESOLVED by the City Council of the City of Monticello, Minnesota (the "Council") as follows: 1. The Council hereby finds that the land within the Project Area is proper and desirable to establish and develop within the City, its effect will be to carry out the objectives of the Redevelopment Plan for the Redevelopment Project (the "Redevelopment Plan") by creating an impetus for the redevelopment of a site in the City's downtown, and otherwise promote certain public purposes and accomplish certain objectives as specified in the TIF Plan and the Redevelopment Plan. The Redevelopment Plan has been previously established by the City and the Authority and is not being expanded in connection with the establishment of the TIF District. 2. The Council hereby finds that the TIF District is in the public interest and is a redevelopment district, as defined in Minnesota Statutes, Section 469.174, Subdivision 10 for the following reasons: The TIF District is, pursuant to Minnesota Statutes, Section 469.174, Subdivision 10, a "redevelopment district" because it consists of a project or portions of a project within which the following conditions, reasonably distributed throughout the District, exist: (1) parcels consisting of at least 70% of the area of the TIF District are occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures and (2) more than 50% of the buildings located within the TIF District are deemed "structurally substandard" (within the meaning of Minnesota Statutes, Section 469.174, Subdivision 10(b) and (c)) to a degree requiring substantial renovation or clearance. Such conditions are reasonably distributed throughout the geographic area of the proposed TIF District The TIF District consists of thirteen parcels, and the parcels are "occupied" as defined in Minnesota Statutes, Section 469.174, Subd. 10(e), in that: (1) 100% of the parcel is occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures and (2) the buildings in the TIF District (i.e. 100% of the buildings in the TIF District) are structurally substandard to a degree requiring substantial renovation or clearance. In addition, the costs of bringing the structurally substandard building into compliance with building codes applicable to new buildings would exceed 15% of the cost of constructing a new structure of the same size and type on the site. The Materials, including, without limitation, the LHB Report. and the supporting facts for these determinations, are on file with the staff of the City. There have been no building permits issued or improvements made to the parcel or building since the date of the report. MN190\159\796335.v2 2 3. The Council hereby makes the following additional findings: (a) The Council further finds that the proposed Development, in the opinion of Council, would not occur solely through private investment within the reasonably foreseeable future and, therefore, the use of tax increment financing is deemed necessary. The specific basis for such finding being: The Development is located in a residential and commercial area of the City that includes parcels that have been found to be occupied by blighted buildings and under-utilized areas which are a detriment to redevelopment by the private sector. Such conditions render properties within the TIF District unsuitable for redevelopment due to the excessive costs involved with redevelopment. It is only through a coordinated and comprehensive redevelopment effort using tax increment revenues to fund certain of these excessive development expenses will private redevelopment occur. The Development requires public financial assistance to offset the cost of land acquisition, removal of blighted and substandard buildings, utility relocation, constructing underground parking, and site improvements to allow for the Developer to proceed with construction of the Development within the TIF District. The Developer has represented that they could not proceed with the Development without tax increment assistance. (b) The Council further finds that the TIF Plan conforms to the general plan for the development or redevelopment of the City as a whole. The specific basis for such finding being: The TIF Plan conforms with the general development plan of the City and will generally complement and serve to implement policies adopted in the City's comprehensive plan. The construction of the Development contemplated on the property is in accordance with the existing zoning or approved zoning variances for the property. The City's planning commission has determined that the TIF District confirms with the general development plan of the City as a whole. (c) The Council further finds that the TIF Plan will afford maximum opportunity consistent with the sound needs of the City as a whole for the development of the Project Area by private enterprise. The specific basis for such finding being: The Development proposed to occur within the TIF District will afford maximum opportunity for the development of the applicable parcels consistent with the needs of the City and the removal of blighted buildings will increase the potential for future redevelopment. The Development is primarily rental housing and commercial space. Through the implementation of the TIF Plan, the Development will increase the availability of safe and decent rental housing within the City, remove MN190\159\796335.v2 substandard properties, increase the tax base of the State, and add high- quality development to the City. (d) For purposes of compliance with Minnesota Statutes, Section 469.175, Subdivision 3(b)(2), the Council hereby finds that the increased market value of the property to be developed within the TIF District that could reasonably be expected to occur without the use of tax increment financing is likely $452,089 which is less than the market value estimated to result from the proposed development (approximately $23,724,992), after subtracting the present value of the projected tax increments for the maximum duration of the TIF District (approximately $4,033,474), which is approximately $18,090,818. In making these findings, the Council has noted that the existing buildings on the Development Property are blighted and would likely remain in its current condition or further deteriorate if tax increment financing were not available. Thus, the use of tax increment financing will be a positive net gain to the City, the School District, and the County, and the tax increment assistance does not exceed the benefit which will be derived therefrom. 4. The City elects to retain all of the captured tax capacity to finance the costs of the TIF District and the Project Area. The Authority elects to delay the receipt of the first increment until tax payable year 2025. 5. The provisions of Sections 3-4 are hereby incorporated by reference into and made a part of the TIF Plan and of the findings of the TIF Plan, including but not limited to, the LHB Report included as an exhibit to the TIF Plan, are incorporated herein by reference and made a part hereof. 6. The Council further finds that TIF Plan is intended and in the judgment of the Council its effect will be to promote the public purposes and accomplish the objectives specified therein. The TIF Plan will help diversify housing opportunities and increase the number and availability of housing units in the City, eliminate blighting factors, and improve the tax base. The Council expressly finds that any private benefit to be received by a private developer is incidental, as the tax increment assistance is provided solely to make the development financially feasible and thus produce the public benefits described. Therefore, the Council finds that the public benefits of the TIF Plan exceed any private benefits. 7. The TIF District is hereby established and the TIF Plan, as presented to the Council on this date, including without limitation the findings and statements of objectives contained therein, is hereby approved, ratified, established, and adopted and shall be placed on file in the office of the in the office of the City Finance Director. Approval of the TIF Plan does not constitute approval of any project or a development agreement with any developer. City and Authority staff and consultants are authorized and directed to proceed with implementation of the TIF Plan and to transmit the request for certification of the TIF District to the Wright County Auditor in such form and content as the County Auditor may specify. The Wright County Auditor is requested to certify the original net tax capacity of the TIF District as described in the TIF Plan, and to certify in each year thereafter the amount by which the original net tax capacity has increased or decreased in accordance with the Act. MN190\159\796335.v2 8. City staff, advisors, and legal counsel are authorized and directed to proceed with the implementation of the TIF Plan and to negotiate, draft, prepare, and present to the City Council for its consideration all further plans, resolutions, documents, and contracts necessary for this purpose. Approved by the City Council of the City of Monticello, Minnesota on June 27, 2022. Mayor ATTEST: City Clerk MN190\159\796335.v2 DRAFT AS OF MAY 23, 2022 CITY OF MONTICELLO, MINNESOTA TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S WITHIN CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1 CITY OF MONTICELLO AND CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY (EDA) PUBLIC HEARING DATE: , 2022 PLAN APPROVED BY CITY COUNCIL DATE: , 2022 PLAN APPROVED BY EDA DATE: , 2022 PLAN CERTIFICATION REQUEST DATE: , 2022 PLAN CERTIFIED DATE: , 2022 I�Ov1 NORTHLAND SECURITIES Northland Securities, Inc. 150 South Fifth Street, Suite 3300 Minneapolis, MN 55402 (800)851-2920 Member NASD and SIPC Registered with SEC and MSRS TABLE OF CONTENTS ARTICLE I - INTRODUCTION AND DEFINITIONS.........................................................1 Section 1.01 Introduction......................................................................................1 Section1.02 Definitions.........................................................................................1 Section 1.03 Plan Preparation...............................................................................2 ARTICLE II - TAX INCREMENT FINANCING PLAN.........................................................3 Section 2.01 Statutory Authority..........................................................................3 Section 2.02 Planned Development.....................................................................3 2.02.1 Project Description......................................................................................3 2.02.2 City Plans and Development Program .................................................... 3 2.02.3 Land Acquisition.........................................................................................3 10 2.02.4 Development Activities..............................................................................3 2.02.5 Need for Tax Increment Financing........................................................... 3 Section 2.03 Tax Increment Financing District...................................................4 2.03.1 Designation..................................................................................................4 2.03.2 Boundaries of TIF District..........................................................................4 2.03.3 Type of District............................................................................................4 Section 2.04 Plan for Use of Tax Increment........................................................5 2.04.1 Estimated Tax Increment............................................................................5 2.04.2 Public Development Costs.........................................................................5 2.04.3 Estimated Sources and Uses of Funds ..................................................... 5 Figure2-1......................................................................................................6 2.04.4 Administrative Expense.............................................................................6 2.04.5 County Road Costs..................................................................................... 6 2.04.6 Bonded Indebtedness................................................................................. 7 2.04.7 Election of First Year of Increment and Duration of TIF District ......... 7 2.04.8 Estimated Impact on Other Taxing Jurisdictions...................................7 2.04.9 Prior Planned Improvements.................................................................... 8 ARTICLE III - ADMINISTERING THE TIF DISTRICT ..................................................... 8 Section 3.01 Filing and Certification....................................................................8 Section 3.02 Modifications of the Tax Increment Financing Plan....................8 Section 3.03 Four -Year Knockdown Rule...........................................................9 Section 3.04 Pooling and Five -Year Rule.............................................................9 Section 3.05 Financial Reporting and Disclosure Requirements ................... 10 Section 3.06 Business Subsidy Compliance......................................................10 EXHIBITS...........................................................................................................................11 Exhibit I Present Value Analysis..................................................................11 Exhibit II Projected Tax Increment................................................................12 Exhibit III Impact on Other Taxing Jurisdictions..........................................13 Exhibit IV Estimated Tax Increment Over Life of District ..........................14 Exhibit V Map of TIF District.........................................................................15 Exhibit VI Map of Central Monticello Redevelopment Project No. 1........16 Exhibit VII Inspection Report Supporting Findings......................................17 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 ARTICLE I — INTRODUCTION AND DEFINITIONS SECTION 1.01 INTRODUCTION The City of Monticello and the City of Monticello Economic Development Authority propose to provide tax increment financing assistance through the establishment of Tax Increment Financing (Redevelopment) District No. 1-45 to assist with the financing of Public Development Costs for the redevelopment of property in the downtown area of Monticello. The City of Monticello (the "City') and the City of Monticello Economic Development Authority (the "Authority") received an application for financial assistance from Deephaven Development LLC for the construction of a mixed-use five -story building on Block 52 in the City's downtown (the "Development"). The Development includes approximately 87 rental housing units and 27,342 square feet of commercial retail and office space, with approximately 83 lower -level parking spaces and 114 adjacent off-street parking stalls. This document contains the plan for achieving the objectives of the Central Monticello Redevelopment Project No. 1 through the establishment of Tax Increment Financing District No. 1-45. SECTION 1.02 DEFINITIONS For the purposes of this document, the terms below have the meanings given in this section, unless the context in which they are used indicates a different meaning: 1. "Authority" means the City of Monticello Economic Development Authority. 2. "City" means the City of Monticello, Minnesota. 3. "City Council" means the City Council of the City. 4. "County" means Wright County, Minnesota. 5. "County Auditor" means the County Auditor/Treasurer of the County. 6. "Developer" means the party undertaking construction of the Development in the TIF District, which is anticipated to be Deephaven Development LLC, its successors or assigns. 7. "Development" means the construction of mixed-use building with approximately 87 rental housing units and 27,342 square feet of commercial retail and office space, with approximately 83 lower -level parking spaces and 114 adjacent off-street parking stalls. 8. "Public Development Costs" means the cost of the development activities that will or are expected to occur within the Redevelopment Project or the TIF District. 9. "Redevelopment Plan" means the Redevelopment Plan for the Redevelopment Project, as the same may, from time to time, be amended or supplemented. 10. "Redevelopment Project" means Central Monticello Redevelopment Project No. 1 of the Authority, as the same may, from time to time, be amended or supplemented. 11. "School District" means Independent School District No. 882 (Monticello Public Schools). 12. "State" means the State of Minnesota. 13. "TIF Act" means Minnesota Statutes, Sections 469.174 through 469.1794, as amended, both inclusive. 14. "TIF District" means Tax Increment Financing (Redevelopment) District No. 1-45. 15. "TIF Plan" means the tax increment financing plan for the TIF District (this document). DRAFT AS OF MAY 23, 2022 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S SECTION 1.03 PLAN PREPARATION The document was prepared for the City and the Authority by Northland Securities, Inc. DRAFT AS OF MAY 23, 2022 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 ARTICLE II - TAX INCREMENT FINANCING PLAN SECTION 2.01 STATUTORY AUTHORITY The TIF District and the TIF Plan are established under the authority of the TIF Act. SECTION 2.02 PLANNED DEVELOPMENT 2.02.1 Project Description The Developer proposes the construction of a mixed-use building with approximately 87 rental housing units and 27,342 square feet of commercial retail and office space, with approximately 83 lower -level parking spaces and 114 adjacent off-street parking stalls.. 2.02.2 City Plans and Development Program In addition to achieving the objectives of the Redevelopment Plan, the Development is consistent with and works to achieve the development objectives of the City. The TIF Plan for the TIF District conforms to the general plan for development or redevelopment of the City as a whole. The City has adopted land use controls to guide the use of property. The plans for the Development have been reviewed by the Planning Commission and the City Council, and conform to current land use controls. 2.02.3 Land Acquisition The Developer plans to acquire the property within the TIF District with assistance from the Authority. The Authority currently owns a portion of the property within the TIF District. 2.02.4 Development Activities As of the date of approval of this TIF Plan, there are no development activities proposed in this TIF Plan that are subject to contracts. 2.02.5 Need for Tax Increment Financing In the opinion of the City and the Authority, the Development would not reasonably be expected to occur solely through private investment within the foreseeable future and that the increased market value of the site that could reasonably be expected to occur without the use of tax increment financing would be less than the increase in the market value estimated to result from the proposed development after subtracting the present value of the projected tax increments for the maximum duration of the TIF District permitted by the TIF Plan. A comparative analysis of estimated market values both with and without establishment of the TIF District and the use of tax increments has been performed as described above and is shown in Exhibit I. The reasons and facts supporting this finding include the following: • The Development is located in a residential and commercial area of the City that includes parcels that have been found to be occupied by blighted buildings and under-utilized areas which are a detriment to redevelopment by the private sector. Such conditions render properties within the TIF District unsuitable for redevelopment due to the excessive costs involved with redevelopment. It is only through a coordinated and comprehensive redevelopment effort using tax increment revenues to fund certain of these excessive development expenses will cause private redevelopment to occur. • The Development requires public financial assistance to offset the cost of land acquisition, removal of blighted and substandard buildings, utility relocation,constructing parking, DRAFT AS OF MAY 23, 2022 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 and site improvements to allow for the Developer to proceed with construction of the Development within the TIF District. SECTION 2.03 TAX INCREMENT FINANCING DISTRICT 2.03.1 Designation This TIF District is designated as Tax Increment Financing (Redevelopment) District No. 1-45. 2.03.2 Boundaries of TIF District The boundaries of the TIF District are depicted in Exhibit V. The TIF District includes the following thirteen (13) parcels, listed by parcel number, and the immediate adjacent roads and right-of-way: • 155010052031 • 155010052060 • 155010052070 • 155010052071 • 155010052090 • 155010052101 • 155010052102 • 155010052110 • 155010052120 • 155010052131 • 155010052132 • 155010052140 • 155010052150 The property is described as follows: Description of the boundaries of the TIF District will be inserted here prior to submitting request for certification of the TIF District to the County Auditor. 2.03.3 Type of District The TIF District is established as a "Redevelopment" district pursuant to Minnesota Statutes Section 469.174, Subd. 10. The City has determined that the property in the TIF District meets the statutory criteria for a redevelopment district. As summarized in the table that follows below, 100% of the area of the TIF District is occupied by improved parcels, and 100% of the buildings within the TIF District are found to be substandard. The parcels within the TIF District contains improvements covering over 15% of the parcel's area. The facts supporting this finding are included in Exhibit V and Exhibit VI. The results of the building inspection and analysis performed by LHB, Inc., are contained in the "Report of Inspection Procedures and Results for Determining Qualifications of a Tax Increment Financing District as a Redevelopment District" dated March 7, 2022 (the "Report"). See Exhibit V for a copy of the Report. Numberof Parcels...........................................................................................................13 Area Included (square feet)....................................................................................90,342 Area of Improved Parcels (square feet)................................................................90,342 DRAFT AS OF MAY 23, 2022 4 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Percent of Area Improved........................................................................................100% Numberof Buildings........................................................................................................6 Number of Buildings found Substandard.....................................................................6 Percent of Buildings found Substandard...............................................................100% SECTION 2.04 PLAN FOR USE OF TAX INCREMENT 2.04.1 Estimated Tax Increment The original net tax capacity of value of the TIF District will be set by the County Auditor upon request for certification. The estimated original net tax capacity is $20,009. The combined estimated taxable market of the parcels within the TIF District is $1,600,700. The total tax capacity value of the property after completion of the Development (for taxes payable in 2025) is estimated at $262,011. This amount is based on a total estimated taxable market value of $18,500,000 for the Development upon completion. The difference between the estimated total tax capacity value after completion of the Development and the estimated original net tax capacity value is the captured tax capacity value in the amount of $242,003 for the creation of tax increment. The combined total local tax capacity rates for taxes payable in 2022 is 96.982%. The TIF Plan assumes this rate for purpose of calculating tax increments for the TIF District. At the time of the certification of the original net tax capacity for the TIF District, the auditor of the County will certify the original tax rate that will apply to the TIF District. The original tax rate is the sum of all the local tax rates, excluding that portion of the school rate attributable to the general education levy under Minnesota Statutes section 126C.13, that apply to a property in the TIF District. The local tax rate to be certified is the rate in effect for the same taxes payable year applicable to the tax capacity values certified as the TIF District's original tax capacity. The resulting tax capacity rate is the original local tax rate for the duration of the TIF District. Under these assumptions, the estimated annual tax increment in the first year of the TIF District is an estimated $242,003. The actual tax increment will vary according to the certified original tax capacity value and original tax rate, the actual property value produced by the Development and the changes in property value and state tax policy over the duration of the TIF District. It is the intent of the City and the Authority to retain 100% of the captured tax capacity value for the duration of the TIF District. Exhibit II contains the projected tax increment over the duration of the TIF District. 2.04.2 Public Development Costs The Authority will use tax increment to pay Public Development Costs. The Authority anticipates the use of tax increment to reimburse the Developer for site improvement costs, to reimburse the Authority for the value of the land conveyed to the Developer for the Development, and to reimburse the Authority for other costs related to the TIF District, including engineering expenses, a structural engineering report, the cost of a hazardous material survey, and other related preliminary expenditures, and to pay annual administrative costs for the TIF District. The Public Development costs to be paid from tax increments, not including financing costs is shown in Figure 2-1 in Section 2.04.3. 2.04.3 Estimated Sources and Uses of Funds The estimated sources of revenue, along with the estimated Public Development Costs of the TIF District, are itemized in Figure 2-1 that follows. Such costs are eligible for reimbursement from tax increments, and other listed sources of revenue from the TIF District. The City and Authority reserve the right to administratively adjust the amount of any of the DRAFT AS OF MAY 23, 2022 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Public Development Cost items listed in Figure 2-1, so long as the total combined estimated amount, not including financing costs, is not increased. FIGURE 2-1 ESTIMATED SOURCES AND USES OF FUNDS Estimated Financing Total amount of bonds to be issued 2.04.4 Administrative Expense 7,134, 686 The estimated not to exceed amount of tax increment revenue planned to pay administrative costs is shown in Figure 2-1. The estimated amount for administrative costs is less than the maximum 10% allowed for administrative expense, pursuant to Section 469.176, subdivision 3 of the TIF Act. Fees to be paid to the State and County are not included in the administrative costs line item in Figure 2-1. Administrative costs may include an annual audit of the fund for the TIF District, preparation of annual reporting, legal publication of an annual report, and administration of the development agreement, among other eligible expenses. 2.04.5 County Road Costs The Development will not substantially increase the use of county roads and necessitate the need to use tax increments to pay for county road improvements. DRAFT AS OF MAY 23, 2022 6 Total Estimated Tax Increment Revenues (from tax increment generated by the district) Tax increment revenues distributed from the County 6,973,000 Interest and investment earnings 35,000 Sales/lease proceeds - Market value homestead credit - Total Estimated Tax Increment Revenues 7,008,000 Estimated Project/Financing Costs (to be paid or financed with tax increment) Project costs Land/building acquisition 1,484,100 Site improvements/preparation costs 2,621,758 Utilities - Other public improvements - Administrative costs 163,713 Estimated Tax Increment Project Costs 41269,571 Estimated financing costs Interest expense 2,865,115 Total Estimated Project/Financing Costs to be Paid from Tax Increment 7,134,686 Estimated Financing Total amount of bonds to be issued 2.04.4 Administrative Expense 7,134, 686 The estimated not to exceed amount of tax increment revenue planned to pay administrative costs is shown in Figure 2-1. The estimated amount for administrative costs is less than the maximum 10% allowed for administrative expense, pursuant to Section 469.176, subdivision 3 of the TIF Act. Fees to be paid to the State and County are not included in the administrative costs line item in Figure 2-1. Administrative costs may include an annual audit of the fund for the TIF District, preparation of annual reporting, legal publication of an annual report, and administration of the development agreement, among other eligible expenses. 2.04.5 County Road Costs The Development will not substantially increase the use of county roads and necessitate the need to use tax increments to pay for county road improvements. DRAFT AS OF MAY 23, 2022 6 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 2.04.6 Bonded Indebtedness The total amount of bonds estimated to be issued is shown in Figure 2-1. The City will not issue any general obligation bonded indebtedness as a result of the TIF Plan. The Authority intends to use tax increments to reimburse itself for land costs and administrative costs and to reimburse the Developer on a pay -go basis for site improvements. Pursuant to Section 469.178, subdivision 7 of the TIF Act, the City or the Authority may advance or loan money to finance expenditures, under Section 469.176, subdivision 4 of the TIF Act, from the general funds of the City or the Authority or any other legally authorized fund to finance qualified expenditures, subject to the following provisions: (a) Not later than 60 days after money is transferred, advanced, or spent, whichever is earliest, the loan or advance must be authorized by resolution of the City or of the Authority, whichever has jurisdiction over the fund from which the advance or loan is authorized. (b) The resolution may generally grant to the City or the Authority the power to make interfund loans under one or more tax increment financing plans or for one or more districts. The resolution may be adopted before or after the adoption of the tax increment financing plan or the creation of the tax increment financing district from which the advance or loan is to be repaid. (c) The terms and conditions for repayment of the loan must be provided in writing. The written terms and conditions may be in any form, but must include, at a minimum, the principal amount, the interest rate, and maximum term. Written terms may be modified or amended in writing by the City or the Authority before the latest decertification of any tax increment financing district from which the interfund loan is to be repaid. The maximum rate of interest permitted to be charged is limited to the greater of the rates specified under Minnesota Statutes, Section 270C.40 or 549.09 as of the date the loan or advance is authorized, unless the written agreement states that the maximum interest rate will fluctuate as the interest rates specified under Minnesota Statutes, Section 270C.40 or 549.09 are from time to time adjusted. Loans or advances may be structured as draw- down or line -of -credit obligations of the lending fund. (d) The Authority shall report in the annual report submitted under Section 469.175, subdivision 6 of the TIF Act: (1) the amount of any interfund loan or advance made in a calendar year; and (2) any amendment of an interfund loan or advance made in a calendar year. 2.04.7 Election of First Year of Increment and Duration of TIF District The duration to collect and spend tax increments on eligible purposes is set at the maximum duration of twenty-five (25) years after the date of receipt of the first tax increment or twenty-six (26) years of tax increment collection. The City and the Authority elect tax year 2025 as the first year of increment for the TIF District. Based on this election, the estimated decertification date is December 31, 2050. 2.04.8 Estimated Impact on Other Taxing Jurisdictions Exhibits III and IV show the estimated impact on other taxing jurisdictions if the maximum projected retained captured net tax capacity of the TIF District was hypothetically available to the other taxing jurisdictions. The City and the Authority believe that there will be no adverse impact on other taxing jurisdictions during the life of the TIF District, since the Development would not have occurred without the establishment of the TIF District and the provision of public assistance. A positive impact on other taxing jurisdictions will occur when the TIF District is decertified and the Development therein becomes part of the general tax base. DRAFT AS OF MAY 23, 2022 7 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 The City and the Authority anticipate minimal impact of the Development on city -provided services. A manageable increase in water and sewer usage is expected. It is anticipated that there may be a slight but manageable increase in police and fire protection duties due to the Development. 2.04.9 Prior Planned Improvements There have been no building permits issued in the last 18 months in conjunction with any of the properties within the TIF District. The Authority will include this statement with the request for certification to the County Auditor. ARTICLE III — ADMINISTERING THE TIF DISTRICT SECTION 3.01 FILING AND CERTIFICATION The filing and certification of the TIF Plan consists of the following steps: 1. Upon adoption of the TIF Plan, the Authority shall submit a copy of the TIF Plan to the Minnesota Department of Revenue and the Office of the State Auditor. 2. The Authority shall request that the auditor of the County certify the original net tax capacity and net tax capacity rate of the TIF District. To assist the auditor in this process, the Authority shall submit copies of the TIF Plan, the resolution establishing the TIF District and adopting the TIF Plan, and a listing of any prior planned improvements. 3. The Authority shall send the assessor for the County any assessment agreement establishing the minimum market value of land and improvements in the TIF District and shall request that the assessor review and certify the assessment agreement as reasonable. SECTION 3.02 MODIFICATIONS OF THE TAX INCREMENT FINANCING PLAN The City and the Authority reserve the right to modify the TIF District and the TIF Plan. Under current State Law, the following actions can only be approved after satisfying all the necessary requirements for approval of the original TIF Plan, including notifications to the respective taxing jurisdictions, and public hearing, among other requirements: ■ Reduction or enlargement in the geographic area of the Redevelopment Project or the TIF District. ■ Increase in the amount of bonded indebtedness to be incurred. ■ Increase in the amount of capitalized interest. ■ Increase in that portion of the captured net tax capacity to be retained by the Authority. ■ Increase in the total estimated Public Development Costs. ■ Designation of additional property to be acquired by the Authority. Other modifications can be made by resolution of the City and the Authority. In addition, the original approval process does not apply if (1) the only modification is elimination of parcels from the TIF District and (2) the current net tax capacity of the parcels eliminated equals or exceeds the net tax capacity of those parcels in the TIF District's original net tax capacity, or the City and the Authority agree that the TIF District's original net tax capacity will be reduced by no more than the current net tax capacity of the parcels eliminated. The Authority must notify the auditor of the County of any modification that reduces or enlarges the geographic area of the TIF District. The geographic area of the TIF District may be reduced but not enlarged after five years following the date of certification. DRAFT AS OF MAY 23, 2022 8 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 SECTION 3.03 FOUR-YEAR KNOCKDOWN RULE The provision of the TIF Act referred to as the Four -Year Knockdown Rule requires development activity to take place on each parcel within the TIF District within four years from the date of certification of the original net tax capacity of the TIF District. If development activity on a parcel has not begun within the required time frame, no additional tax increment may be collected from that parcel and its value must be excluded from the district's original net tax capacity by the auditor of the County. Development activity includes demolition, rehabilitation, renovation or site improvement, including a qualified improvement of an adjacent street, has commenced on a parcel located within the TIF District. If no development activity has occurred within four years from the date of certification on a parcel located within the TIF District, then that parcel shall be excluded from the TIF District and the original net tax capacity shall be adjusted accordingly. The Authority must submit to the auditor of the County, by February 1 of the fifth year, evidence that the required activity has taken place for each parcel in the TIF District. If a parcel is excluded from the TIF District and the City, the Authority, or owner of the parcel subsequently commences any of the above activities, the Authority shall certify to the auditor of the County that such activity has commenced and the parcel shall once again be included in the TIF District. The auditor of the County shall certify the net tax capacity of the parcel, as most recently certified by the Commissioner of Revenue, and add such amount to the original net tax capacity of the TIF District. SECTION 3.04 POOLING AND FIVE-YEAR RULE At least 75% of the tax increments (net of administrative expenses) from the TIF District (the "In - District Percentage") must be expended on activities within the TIF District, including payment on any bonds for which the proceeds were used to finance activities within the TIF District. Up to 25% of the tax increments from the TIF District may be used to finance activities outside the TIF District but within the Redevelopment Project. Tax increments are considered to have been "spent" within the TIF District if such amounts are: • actually paid to a third party for activities performed within the TIF District within five years after certification of the district; • used to pay bonds that were issued and sold to a third party, the proceeds of which are reasonably expected on the date of issuance to be spent within the later of the five-year period or a reasonable temporary period or are deposited in a reasonably required reserve or replacement fund; • used to make payments or reimbursements to a third party under binding contracts for activities performed within the TIF District, which were entered into within five years after certification of the district; or • used to reimburse a party for payment of eligible costs (including interest) incurred within five years from certification of the district; It is anticipated that all tax increments collected in the TIF District will be spent or obligated within this five year time period. At least 90% of the revenues derived from tax increments from a redevelopment district or renewal and renovation district must be used to finance the cost of correcting conditions that allow designation of redevelopment and renewal and renovation districts under Section 469.174 of the TIF Act. These costs include, but are not limited to, acquiring properties containing structurally substandard buildings or improvements or hazardous substances, pollution, or contaminants, acquiring adjacent parcels necessary to provide a site of sufficient size to permit development, demolition and rehabilitation of structures, clearing of the land, the removal of DRAFT AS OF MAY 23, 2022 9 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 hazardous substances or remediation necessary to development of the land, and installation of utilities, roads, sidewalks, and parking facilities for the site. The allocated administrative expenses of the Authority may be included in the qualifying costs. SECTION 3.05 FINANCIAL REPORTING AND DISCLOSURE REQUIREMENTS The Authority will comply with the annual reporting requirements of the TIF Act pursuant to the guidelines of the Office of the State Auditor. The Authority must prepare and submit a report on the TIF District on or before August 1 of each year. The Authority must also annually publish in a newspaper of general circulation in the City an annual statement for the TIF District, in the format as prescribed by the Office of the State Auditor. The reporting and disclosure requirements outlined in this section begin with the year a tax increment financing district is certified, and shall end in the year in which both the district has been decertified and all tax increments have been spent or returned to the County for redistribution pursuant to the Act. Failure to meet these requirements, as determined by the State Auditors Office, may result in suspension of distribution of tax increments. SECTION 3.06 BUSINESS SUBSIDY COMPLIANCE The Authority will comply with the business subsidies requirements, that may apply, specified in Minnesota Statutes, Sections 116J.993 to 116J.995. DRAFT AS OF MAY 23, 2022 10 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Exhibit I City of Monticello Tax Increment Financing District No. 1-45 Present Value Analysis 3 Section 469.175(3)(2) of the TIF Act Block 52 1 Estimated Future Market Value w/ Tax Increment Financing 23,724,992 2 Payable 2022 Market Value 1,600,700 3 Market Value Increase (1-2) 22,124,292 4 Present Value of Future Tax Increments 4,033,474 5 Market Value Increase Less PV of Tax Increments 18,090,818 6 Estimated Future Market Value w/o Tax Increment Financing 2,052,789 7 Payable 2022 Market Value 1,600,700 8 Market Value Increase (6-7) 452,089 9 Increase in MV From TIF 17,638,729 Assume 1.0% annual appreciation over 26 year life of district. 2 Statutory compliance achieved if increase in market value from TIF (Line 9) is greater than or equal to zero. 3 Section 469.175(3)(2) of the TIF Act does not require this present value analysis for a housing tax increment financing district. This analysis is provided for information purposes. DRAFT AS OF MAY 23, 2022 11 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Exhibit II City of Monticello Monticello Tax Increment Financing District No. 1-45 (Redevelopment) Block 52 Projected Tax Increment Cash Flow TIF District Year Taxes Payable Year Taxable Market Value (TMV) Net Tax Capacity Less Original Net Tax Capacity Captured Net Tax Capacity Original Tax Rate Available TIF Present Value of Available TIF 1 2025 18,500,000 262,011 20,009 242,003 96.982% 233,854 217,486 2 2026 18,685,000 264,631 20,009 244,623 96.982% 236,386 428,791 3 2027 18,871,850 267,278 20,009 247,269 96.982% 238,943 634,087 4 2028 19,060,569 269,950 20,009 249,942 96.982% 241,525 833,544 5 2029 19,251,174 272,650 20,009 252,641 96.982% 244,134 1,027,326 6 2030 19,443,686 275,376 20,009 255,368 96.982% 246,768 1,215,594 7 2031 19,638,123 278,130 20,009 258,121 96.982% 249,430 1,398,502 8 2032 19,834,504 280,912 20,009 260,903 96.982% 252,117 1,576,202 9 2033 20,032,849 283,721 20,009 263,712 96.982% 254,832 1,748,841 10 2034 20,233,178 286,558 20,009 266,549 96.982% 257,573 1,916,561 11 2035 20,435,509 289,423 20,009 269,415 96.982% 260,342 2,079,501 12 2036 20,639,864 292,318 20,009 272,309 96.982% 263,139 2,237,797 13 2037 20,846,263 295,241 20,009 275,232 96.982% 265,964 2,391,579 14 2038 21,054,726 298,193 20,009 278,184 96.982% 268,818 2,540,976 15 2039 21,265,273 301,175 20,009 281,166 96.982% 271,699 2,686,111 16 2040 21,477,926 304,187 20,009 284,178 96.982% 274,609 2,827,103 17 2041 21,692,705 307,229 20,009 287,220 96.982% 277,548 2,964,072 18 2042 21,909,632 310,301 20,009 290,292 96.982% 280,517 3,097,130 19 2043 22,128,728 313,404 20,009 293,395 96.982% 283,516 3,226,388 20 2044 22,350,016 316,538 20,009 296,529 96.982% 286,545 3,351,954 21 2045 22,573,516 319,704 20,009 299,695 96.982% 289,604 3,473,933 22 2046 22,799,251 322,901 20,009 302,892 96.982% 292,693 3,592,426 23 2047 23,027,243 326,130 20,009 306,121 96.982% 295,813 3,707,532 24 2048 23,257,516 329,391 20,009 309,382 96.982% 298,965 3,819,347 25 2049 23,490,091 332,685 20,009 312,676 96.982% 302,147 3,927,964 26 2050 23,724,992 336,012 20,009 316,003 96.982% 305,363 4,033,474 r 6,972,845 TOTAL= Key Assumptions for Cash Flow: 1 Taxable market value (TMV) annual growth assumption = 1.0% 2 Original Tax Rate estimated based on Taxes Payable Year 2022. 3 Election for captured tax capacity is 100.0% 4 Original Net Tax Capacity is calculated based on a TMV = $1,600,700, NTC calculated for Apartment classification. 5 Present value is calculated based on semi-annual payments, 4.0% rate, and date of 1/1/2024. 6 Available TIF is after deducting State Auditor Fee of 0.36°/x. 7 TMV is estimated based on mixed use building with 87 housing units (average TMV of $165,500 per unit) and 27,342 SF first floor commercial (approximately $150/SF), with 83 spaces of lower level underground parking, in addition to surrounding surface parking. DRAFT AS OF MAY 23, 2022 12 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Exhibit III City of Monticello Monticello Tax Increment Financing District No. 1-45 Impact on Other Taxing Jurisdictions (Taxes Payable 2022) Block 52 Annual Tax Increment Estimated Annual Captured Tax Capacity (Full Development) Payable 2022 Local Tax Rate Estimated Annual Tax Increment Percent of Tax Base City of Monticello Wright County ISD # 882 $281,166 ati aA')°i yL / L,00 I Net Tax Captured Percent of Capacity (NTC) Tax Capacity Total NTC 31,827,900 281,166 0.88% 202,383,636 281,166 0.14% 43,872,446 281,166 0.64% NOTE NO. 1: Assuming that ALL of the captured tax capacity would be available to all taxing jurisdictions even if the City does not create the Tax Increment District, the creation of the District will reduce tax capacities and increase the local tax rate as illustrated in the above tables. NOTE NO. 2: Assuming that NONE of the captured tax capacity would be available to the taxing jurisdiction if the City did not create the Tax Increment District, then the plan has virtually no initial effect on the tax capacities of the taxing jurisdictions. However, once the District is established, allowable costs paid from the increments, and the District is terminated, all taxing jurisdictions will experience an increase in their tax base. DRAFT AS OF MAY 23, 2022 13 Dollar Impact of Affected Taxing Jurisdictions Net Tax Tax Added Local Capacity % of Total Increment Tax Rate (NTC) Share City of Monticello 36.536% 37.673% 102,727 0.323% Wright County 43.751% 45.113% 123,013 0.061% ISD # 882 15.446% 15.927% 43,429 0.099% Other 1.249% 1.288% 3,512 Totals 96.982% 100.000% 272,681 NOTE NO. 1: Assuming that ALL of the captured tax capacity would be available to all taxing jurisdictions even if the City does not create the Tax Increment District, the creation of the District will reduce tax capacities and increase the local tax rate as illustrated in the above tables. NOTE NO. 2: Assuming that NONE of the captured tax capacity would be available to the taxing jurisdiction if the City did not create the Tax Increment District, then the plan has virtually no initial effect on the tax capacities of the taxing jurisdictions. However, once the District is established, allowable costs paid from the increments, and the District is terminated, all taxing jurisdictions will experience an increase in their tax base. DRAFT AS OF MAY 23, 2022 13 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Exhibit IV City of Monticello Tax Increment Financing (Redevelopment) District No. 1-45 Block 52 Estimated Tax Increments Over Maximum Life of District Tota I 6,998,038 2,636,370 3,156,996 1,114,551 90,121 Note: The Estimated Total Tax Increment shown above is before deducting the State Auditor's fee, which is payable at a rate of 0.36% of the Total Tax Increment collected. Exhibit II provides Estimated Total Tax Increment after deducting for the State Auditor's fee. DRAFT AS OF MAY 23, 2022 14 Based on Pay 2022 Tax Rate = 96.982% 36.536% 43.757% 15.446% 1.249% New Estimated City County School Other TIF Taxes Taxable New Base Captured Total TIF TIF TIF TIF District Payable Market Tax Tax Tax Tax Related Related Related Related Year Year Value Capacity Capacity Capacity Increment Share Share Share Share 1 2025 18,500,000 262,011 20,009 242,003 234,699 88,418 105,879 37,379 3,023 2 2026 18,685,000 264,631 20,009 244,623 237,240 89,375 107,025 37,784 3,056 3 2027 18,871,850 267,278 20,009 247,269 239,806 90,342 108,183 38,193 3,088 4 2028 19,060,569 269,950 20,009 249,942 242,398 91,319 109,352 38,606 3,121 5 2029 19,251,174 272,650 20,009 252,641 245,016 92,305 110,533 39,023 3,155 6 2030 19,443,686 275,376 20,009 255,368 247,660 93,301 111,726 39,444 3,189 7 2031 19,638,123 278,130 20,009 258,121 250,331 94,307 112,931 39,869 3,224 8 2032 19,834,504 280,912 20,009 260,903 253,028 95,323 114,148 40,299 3,258 9 2033 20,032,849 283,721 20,009 263,712 255,753 96,350 115,377 40,733 3,293 10 2034 20,233,178 286,558 20,009 266,549 258,504 97,386 116,618 41,171 3,329 11 2035 20,435,509 289,423 20,009 269,415 261,283 98,433 117,872 41,614 3,364 12 2036 20,639,864 292,318 20,009 272,309 264,090 99,491 119,138 42,061 3,400 13 2037 20,846,263 295,241 20,009 275,232 266,925 100,559 120,417 42,512 3,437 14 2038 21,054,726 298,193 20,009 278,184 269,789 101,637 121,708 42,968 3,476 15 2039 21,265,273 301,175 20,009 281,166 272,681 102,727 123,013 43,429 3,512 16 2040 21,477,926 304,187 20,009 284,178 275,601 103,827 124,331 43,894 3,549 17 2041 21,692,705 307,229 20,009 287,220 278,551 104,939 125,662 44,364 3,586 18 2042 21,909,632 310,301 20,009 290,292 281,531 106,061 127,006 44,838 3,626 19 2043 22,128,728 313,404 20,009 293,395 284,540 107,195 128,363 45,318 3,664 20 2044 22,350,016 316,538 20,009 296,529 287,580 108,340 129,735 45,802 3,703 21 2045 22,573,516 319,704 20,009 299,695 290,650 109,496 131,119 46,291 3,744 22 2046 22,799,251 322,901 20,009 302,892 293,750 110,665 132,518 46,784 3,783 23 2047 23,027,243 326,130 20,009 306,121 296,882 111,844 133,931 47,283 3,824 24 2048 23,257,516 329,391 20,009 309,382 300,045 113,036 135,358 47,787 3,864 25 2049 23,490,091 332,685 20,009 312,676 303,239 114,239 136,799 48,296 3,905 26 2050 23,724,992 336,012 20,009 316,003 306,466 115,455 138,254 48,809 3,948 Tota I 6,998,038 2,636,370 3,156,996 1,114,551 90,121 Note: The Estimated Total Tax Increment shown above is before deducting the State Auditor's fee, which is payable at a rate of 0.36% of the Total Tax Increment collected. Exhibit II provides Estimated Total Tax Increment after deducting for the State Auditor's fee. DRAFT AS OF MAY 23, 2022 14 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 EXHIBIT V Map of Boundaries of Tax Increment Financing District No. 1-45 Created by: City of Monticello Note: TIF District includes thirteen (13) parcels and the immediate adjacent roads and right-of- way. DRAFT AS OF MAY 23, 2022 15 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S EXHIBIT VI Map of Boundaries of Central Monticello Redevelopment Project No. I DRAFT AS OF MAY 23, 2022 16 I- P DRAFT AS OF MAY 23, 2022 16 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 EXHIBIT VII Inspection Report Supporting Findings This page is intentionally blank. DRAFT AS OF MAY 23, 2022 17 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 REPORT OF INSPECTION PROCEDURES AND RESULTS FOR DETERMINING QUALIFICATIONS OF A TAX INCREMENT FINANCING DISTRICT AS A REDEVELOPMENT DISTRICT BLOCK 52 TIF DISTRICT MONTICELLO, MINNESOTA March 7, 2022 Prepared by: Prepared for the CITY OF MONTICELLO LHB, Inc. 701 Washington Avenue North, Suite 200 Minneapolis, Minnesota 55401 LHB Project No. 220047 DRAFT AS OF MAY 23, 2022 18 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Table of Contents Part1: Executive Summary......................................................................................................................................2 Purposeof the Evaluation........................................................................................................................................................2 Scopeof Work.........................................................................................................................................................................2 Conclusion...............................................................................................................................................................................2 Part 2: Minnesota Statute 469.174, Subdivision 10 Requirements.......................................................................3 InteriorInspection....................................................................................................................................................................3 Exterior Inspection and Other Means......................................................................................................................................3 Documentation.........................................................................................................................................................................3 QualificationRequirements......................................................................................................................................................3 1. Coverage Test....................................................................................................................................................................3 2. Condition of Buildings Test.................................................................................................................................................3 3. Distribution of Substandard Buildings.................................................................................................................................4 Part 3: Procedures Followed....................................................................................................................................5 Part4: Findings.........................................................................................................................................................5 1. Coverage Test.....................................................................................................................................................................5 CD 2. Condition of Building Test....................................................................................................................................................6 0. 3. Distribution of Substandard Structures................................................................................................................................8 Part 5• Team Credentials 9 Appendices................................................................................................................................................................9 APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code, Condition Deficiency and Context Analysis Reports APPENDIX C Building Replacement Cost Reports Code Deficiency Cost Reports Photographs Block 52 TIF District LHB Project No. 220047 Page 1 of 9 Final Report DRAFT AS OF MAY 23, 2022 19 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Part 1: Executive Summary Purpose of the Evaluation LHB was hired by the City of Monticello to inspect and evaluate the properties within a Tax Increment Financing Redevelopment District ("TIF District") proposed to be established by the City. The proposed TIF District is located on one city block bounded by River Street West, Pine Street, Broadway Avenue West, and Walnut Street (Diagram 1). The purpose of LHB's work is to determine whether the proposed TIF District meets the statutory requirements for coverage, and whether six (6) buildings on thirteen (13) parcels, located within the proposed TIF District, meet the qualifications required for a Redevelopment District. Diagram 1: Proposed TIF District Scope of Work The proposed TIF District consists of thirteen (13) parcels with six (6) structures. Six (6) buildings were inspected on January 27, 2022. Building Code and Condition Deficiency reports for the buildings that were inspected and found substandard are in Appendix B. Conclusion After inspecting and evaluating the properties within the proposed TIF District and applying current statutory criteria for a Redevelopment District under Minnesota Statutes, Section 469.174, Subdivision 10, it is our professional opinion that the proposed TIF District qualifies as a Redevelopment District because: • The proposed TIF District has a coverage calculation of 100 percent which is above the 70 percent requirement. • 100 percent of the buildings are structurally substandard which is above the 50 percent requirement. • The substandard buildings are reasonably distributed. The remainder of this report describes our process and findings in detail. Block 52 TIF District LHB Project No. 220047 Page 2 of 9 Final Report DRAFT AS OF MAY 23, 2022 20 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Part 2: Minnesota Statute 469.174, Subdivision 10 Requirements The properties were inspected in accordance with the following requirements under Minnesota Statutes, Section 469.174, Subdivision 10(c), which states: Interior Inspection "The municipality may not make such determination [that the building is structurally substandard] without an interior inspection of the property..." Exterior Inspection and Other Means "An interior inspection of the property is not required, if the municipality finds that (1) the municipality or authority is unable to gain access to the property after using its best efforts to obtain permission from the party that owns or controls the property; and (2) the evidence otherwise supports a reasonable conclusion that the building is structurally substandard." Documentation "Written documentation of the findings and reasons why an interior inspection was not conducted must be made and retained under section 469.175, subdivision 3(1)." Qualification Requirements Minnesota Statutes, Section 469.174, Subdivision 10 (a) (1) requires three tests for occupied parcels: 1. COVERAGE TEST a. Minnesota Statutes, Section 469.174, Subdivision 10(a)(1) states: "parcels consisting of 70 percent of the area of the district are occupied by buildings, streets, utilities, or paved or gravel parking lots..." b. The coverage required by the parcel to be considered occupied is defined under Minnesota Statutes, Section 469.174, Subdivision 10(e), which states: "For purposes of this subdivision, a parcel is not occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures unless 15 percent of the area of the parcel contains buildings, streets, utilities, paved or gravel parking lots, or other similar structures." 2. CONDITION OF BUILDINGS TEST a. Minnesota Statutes, Section 469.174, Subdivision 10(a) states: "...and more than 50 percent of the buildings, not including outbuildings, are structurally substandard to a degree requiring substantial renovation or clearance;" b. Structurally substandard is defined under Minnesota Statutes, Section 469.174, Subdivision 10(b), which states: "For purposes of this subdivision, 'structurally substandard' shall mean containing defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors, which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance." Block 52 TIF District LHB Project No. 220047 Page 3 of 9 Final Report DRAFT AS OF MAY 23, 2022 21 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S i. We do not count energy code deficiencies toward the thresholds required by Minnesota Statutes, Section 469.174, Subdivision 10(b) defined as "structurally substandard", due to concerns expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. c. Buildings are not eligible to be considered structurally substandard unless they meet certain additional criteria, as set forth in Subdivision 10(c) which states: "A building is not structurally substandard if it is in compliance with the building code applicable to new buildings or could be modified to satisfy the building code at a cost of less than 15 percent of the cost of constructing a new structure of the same square footage and type on the site. The municipality may find that a building is not disqualified as structurally substandard under the preceding sentence on the basis of reasonably available evidence, such as the size, type, and age of the building, the average cost of plumbing, electrical, or structural repairs, or other similar reliable evidence." "Items of evidence that support such a conclusion [that the building is not disqualified] include recent fire or police inspections, on-site property tax appraisals or housing inspections, exterior evidence of deterioration, or other similar reliable evidence." LHB counts energy code deficiencies toward the 15 percent code threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c)) for the following reasons: 1) The Minnesota energy code is one of ten building code areas highlighted by the Minnesota Department of Labor and Industry website where minimum construction standards are required by law. 2) Chapter 13 of the 2015 Minnesota Building Code states, "Buildings shall be designed and constructed in accordance with the International Energy Conservation Code." Furthermore, Minnesota Rules, Chapter 1305.0021 Subpart 9 states, "References to the International Energy Conservation Code in this code mean the Minnesota Energy Code..." 3) Chapter 11 of the 2015 Minnesota Residential Code incorporates Minnesota Rules, Chapters, 1322 and 1323 Minnesota Energy Code. CD 4) The Senior Building Code Representative for the Construction Codes and Licensing Division of the Minnesota Department of Labor and Industry confirmed that the Minnesota Energy Code is being enforced throughout the State of Minnesota. 5) In a January 2002 report to the Minnesota Legislature, the Management Analysis Division of the Minnesota D Department of Administration confirmed that the construction cost of new buildings complying with the o Minnesota Energy Code is higher than buildings built prior to the enactment of the code. 6) Proper TIF analysis requires a comparison between the replacement value of a new building built under current code standards with the repairs that would be necessary to bring the existing building up to current code standards. For an equal comparison to be made, all applicable code chapters should be applied to both scenarios. Since current construction estimating software automatically applies the construction cost of complying with the Minnesota Energy Code, energy code deficiencies should also be identified in the existing structures. 3. DISTRIBUTION OF SUBSTANDARD BUILDINGS a. Minnesota Statutes, Section 469.174, Subdivision 10, defines a Redevelopment District and requires one or more of the following conditions 'reasonably distributed throughout the district.": "(1) Parcels consisting of 70 percent of the area of the district are occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures and more than 50 percent of the buildings, not including outbuildings, are structurally substandard to a degree requiring substantial renovation or clearance; (2) the property consists of vacant, unused, underused, inappropriately used, or infrequently used rail yards, rail storage facilities, or excessive or vacated railroad rights-of-way; (3) tank facilities, or property whose immediately previous use was for tank facilities... Block 52 TIF District LHB Project No. 220047 Page 4 of 9 Final Report DRAFT AS OF MAY 23, 2022 22 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 b. Our interpretation of the distribution requirement is that the substandard buildings must be reasonably distributed throughout the district as compared to the location of all buildings in the district. For example, if all of the buildings in a district are located on one half of the area of the district, with the other half occupied by parking lots (meeting the required 70 percent coverage for the district), we would evaluate the distribution of the substandard buildings compared with only the half of the district where the buildings are located. If all the buildings in a district are located evenly throughout the entire area of the district, the substandard buildings must be reasonably distributed throughout the entire area of the district. We believe this is consistent with the opinion expressed by the State of Minnesota Court of Appeals in the Walser Auto Sales, Inc. vs. City of Richfield case filed November 13, 2001. Part 3: Procedures Followed LHB inspected six (6) of the six (6) buildings during the day of January 27, 2022. Part 4: Findings Coverage Test a. The total square foot area of the parcel in the proposed TIF District was obtained from City records, GIS mapping and site verification. b. The total square foot area of buildings and site improvements on the parcels in the proposed TIF District was obtained from City records, GIS mapping and site verification. c. The percentage of coverage for each parcel in the proposed TIF District was computed to determine if the 15 percent minimum requirement was met. The total square footage of parcels meeting the 15 percent requirement was divided into the total square footage of the entire district to determine if the 70 percent requirement was met. FINDING The proposed TIF District met the coverage test under Minnesota Statutes, Section 469.174, Subdivision 10(e), which resulted in parcels consisting of 100 percent of the area of the proposed TIF District being occupied by buildings, streets, utilities, paved or gravel parking lots, or other similar structures (Diagram 2). This exceeds the 70 percent area coverage requirement for the proposed TIF District under Minnesota Statutes, Section 469.174, Subdivision (a) (1). Block 52 TIF District LHB Project No. 220047 Page 5 of 9 Final Report DRAFT AS OF MAY 23, 2022 23 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Diagram 2 — Coverage Diagram Shaded area depicts a parcel more than 15 percent occupied by buildings, streets, utilities, paved or gravel parking lots or other similar structures 2. Condition of Building Test a. BUILDING INSPECTION i. The first step in the evaluation process is the building inspection. After an initial walk-thru, the inspector makes a judgment whether a building "appears" to have enough defects or deficiencies of sufficient total significance to justify substantial renovation or clearance. If it does, the inspector documents with notes and photographs code and non -code deficiencies in the building. b. REPLACEMENT COST i. The second step in evaluating a building to determine if it is substandard to a degree requiring substantial renovation or clearance is to determine its replacement cost. This is the cost of constructing a new structure of Block 52 TIF District _HB Project No. 220047 Page 6 of 9 Final Report DRAFT AS OF MAY 23, 2022 24 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 the same square footage and type on site. Replacement costs were researched using R.S. Means Cost Works square foot models for 2022. ii. A replacement cost was calculated by first establishing building use (office, retail, residential, etc.), building construction type (wood, concrete, masonry, etc.), and building size to obtain the appropriate median replacement cost, which factors in the costs of construction in Monticello, Minnesota. iii. Replacement cost includes labor, materials, and the contractor's overhead and profit. Replacement costs do not include architectural fees, legal fees or other "soft" costs not directly related to construction activities. Replacement cost for each building is tabulated in Appendix A. c. CODE DEFICIENCIES i. The next step in evaluating a building is to determine what code deficiencies exist with respect to such building. Code deficiencies are those conditions for a building which are not in compliance with current building codes applicable to new buildings in the State of Minnesota. ii. Minnesota Statutes, Section 469.174, Subdivision 10(c), specifically provides that a building cannot be considered structurally substandard if its code deficiencies are not at least 15 percent of the replacement cost of the building. As a result, it was necessary to determine the extent of code deficiencies for each building in the proposed TIF District. iii. The evaluation was made by reviewing all available information with respect to such buildings contained in City Building Inspection records and making interior and exterior inspections of the buildings. LHB utilizes the current Minnesota State Building Code as the official code for our evaluations. The Minnesota State Building Code is a series of provisional codes written specifically for Minnesota only requirements, adoption of several international codes, and amendments to the adopted international codes. iv. After identifying the code deficiencies in each building, we used R.S. Means Cost Works 2022; Unit and Assembly Costs to determine the cost of correcting the identified deficiencies. We were then able to compare the correction costs with the replacement cost of each building to determine if the costs for correcting code deficiencies meet the required 15 percent threshold. FINDING Six (6) out of six (6) buildings (100 percent) in the proposed TIF District contained code deficiencies exceeding the 15 percent threshold required by Minnesota Statutes, Section 469.174, Subdivision 10(c). Building Code, Condition Deficiency and Context Analysis reports for the buildings in the proposed TIF District can be found in Appendix B of this report. SYSTEM CONDITION DEFICIENCIES i. If a building meets the minimum code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), then in order for such building to be "structurally substandard" under Minnesota Statutes, Section 469.174, Subdivision 10(b), the building's defects or deficiencies should be of sufficient total significance to justify "substantial renovation or clearance." Based on this definition, LHB re-evaluated each of the buildings that met the code deficiency threshold under Minnesota Statutes, Section 469.174, Subdivision 10(c), to determine if the total deficiencies warranted "substantial renovation or clearance" based on the criteria we outlined above. ii. System condition deficiencies are a measurement of defects or substantial deterioration in site elements, structure, exterior envelope, mechanical and electrical components, fire protection and emergency systems, interior partitions, ceilings, floors, and doors. iii. The evaluation of system condition deficiencies was made by reviewing all available information contained in City records and making interior and exterior inspections of the buildings. LHB only identified system condition deficiencies that were visible upon our inspection of the building or contained in City records. We did not consider the amount of "service life" used up for a particular component unless it was an obvious part of that component's deficiencies. iv. After identifying the system condition deficiencies in each building, we used our professional judgment to determine if the list of defects or deficiencies is of sufficient total significance to justify "substantial renovation or clearance." Block 52 TIF District LHB Project No. 220047 Page 7 of 9 Final Report DRAFT AS OF MAY 23, 2022 25 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 FINDING In our professional opinion, six (6) out of six (6) buildings (100 percent) in the proposed TIF District are structurally substandard to a degree requiring substantial renovation or clearance, because of defects in structural elements or a combination of deficiencies in essential utilities and facilities, light and ventilation, fire protection including adequate egress, layout and condition of interior partitions, or similar factors which defects or deficiencies are of sufficient total significance to justify substantial renovation or clearance. This exceeds the 50 percent requirement of Subdivision 10a(1). 3. Distribution of Substandard Structures e. Much of this report has focused on the condition of individual buildings as they relate to requirements identified by Minnesota Statutes, Section 469.174, Subdivision 10. It is also important to look at the distribution of substandard buildings throughout the geographic area of the proposed TIF District (Diagram 3). FINDING The parcels with substandard buildings are reasonably distributed compared to all parcels that contain buildings Diagram 3 — Substandard Buildings Shaded green area depicts parcels with buildings. Shaded orange area depicts substandard buildings. Block 52 TIF District LHB Project No. 220047 Page 8 of 9 Final Report DRAFT AS OF MAY 23, 2022 26 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Part 5: Team Credentials Michael A. Fischer, AIA, LEED AP - Project Principal/TIF Analyst Michael has 34 years of experience as project principal, project manager, project designer and project architect on planning, urban design, educational, commercial, and governmental projects. He has become an expert on Tax Increment Finance District analysis assisting over 100 cities with strategic planning for TIF Districts. He is an Architectural Principal at LHB and currently leads the Minneapolis office. Michael completed a two-year Bush Fellowship, studying at MIT and Harvard in 1999, earning master's degrees in City Planning and Real Estate Development from MIT. He has served on more than 50 committees, boards, and community task forces, including a term as a City Council President, Chair of a Metropolitan Planning Organization, and Chair of the Edina Planning Commission. Most recently, he served as a member of the Edina city council and Secretary of the Edina HRA. Michael has also managed and designed several award-winning architectural projects and was one of four architects in the Country to receive the AIA Young Architects Citation in 1997. Phil Fisher — Inspector For 35 years, Phil Fisher worked in the field of Building Operations in Minnesota including White Bear Lake Area Schools. At the University of Minnesota, he earned his Bachelor of Science in Industrial Technology. He is a Certified Playground Safety Inspector, Certified Plant Engineer, and is trained in Minnesota Enterprise Real Properties (MERP) Facility Condition Assessment (FCA). His FCA training was recently applied to the Minnesota Department of Natural Resources Facilities Condition Assessment project involving over 2,000 buildings. Appendices APPENDIX A Property Condition Assessment Summary Sheet APPENDIX B Building Code, Condition Deficiency and Context Analysis Reports APPENDIX C Building Replacement Cost Reports Code Deficiency Cost Reports Photographs Block 52 TIF District LHB Project No. 220047 Page 9 of 9 Final Report DRAFT AS OF MAY 23, 2022 27 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 APPENDIX A Property Condition Assessment Summary Sheet DRAFT AS OF MAY 23, 2022 28 TAX INCREMENT FINANCING (REDEVELPMENT) DISTRICT NO. ]m5 ` --i ) ca \ 56 \k\\k\k\k\\\\ } Z, - }(\__ / ((/\(\k(k/\(( i cr \ ))))))))))(\( }\ } 27{ee$\$i)§\)$§j §§ m £2 k§ 3 7( co 0 g � � � DRAFT AS OF MAY 23, 2022 29 § 0 _ C � 0 CD Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 APPENDIX B Building Code, Condition Deficiency and Context Analysis Reports DRAFT AS OF MAY 23, 2022 30 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel C City Vehicle Storage Building Address: 112 River Street West, Monticello, Minnesota 55362 Parcel ID: 155010052131 Inspection Date(s) & Time(s): January 27, 2022, 10:35 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: Substantial renovation is required to correct Conditions found. Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. Steel lintels should be protected from rusting per code. 2. Exterior wall concrete block and mortar should be repaired/replaced to prevent water intrusion per code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required accessible parking. b. There is no code required accessible route into the building. c. The restroom is not code compliant for accessibility. 2. Light and Ventilation a. Lighting does not comply with code. b. The electrical wiring system does not comply with code. c. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Thresholds do not comply with code for maximum height. b. The stairs leading to the elevated platform do not comply with code. c. Door hardware does not comply with code. d. There is no code required smoke detector system in the building. e. There is no code required emergency exit signage in the building. f. There is no code required emergency lighting system in the building. Block 52 TIF District LHB Project No. 220047 $394,109 $172,804 43.8% Page 1 of 2 Building Report Parcel C-112 River St W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 31 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S g. There is no code required emergency notification system in the building. h. There is no code required building sprinkler system. i. There is no code required fire caulking at through wall and ceiling penetrations. 4. Layout and Condition of Interior Partitions/Materials a. The interior walls should be repaired/repainted. b. There is no code required 4 -inch toe board on the elevated platform. 5. Exterior Construction a. The roofing material is failing, allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Code required accessible parking should be created. 2. A code required accessible route into the building should be created. 3. The restroom does not comply with accessibility code. 4. The lighting does not comply with code. 5. The electrical wiring system does not comply with code. 6. The HVAC system does not comply with code. 7. The stairs do not comply with code. 8. Door hardware does not comply with code. 9. There is no code required smoke detector system. 10. There is no code required emergency exit signage system. 11. There is no code required emergency lighting system. 12. There is no code required emergency notification system. 13. There is no code required building sprinkler system. 14. There is no code required through wall and ceiling fire caulking. 15. A code required 4 -inch toe board should be installed on the elevated platform. 16. Steel lintels should be protected from rusting per code. 17. Exterior block and mortar should be repaired replaced to prevent water intrusion per code. 18. Failed roofing material should be replaced to prevent water intrusion per code. OVERVIEW OF DEFICIENCIES This building is currently being used as vehicle storage. There is no code required accessible parking or accessible route into the building. The electrical wiring and lighting systems do not comply with code. The HVAC system does not comply with code. There are no code required life safety systems including smoke detectors, emergency lighting, notification and exiting, and building sprinklers. The exterior block and mortar are failing allowing for water intrusion which is contrary to code. The roofing material is failing allowing for water intrusion which is contrary to code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: M:\22Proj122004T300 Design\Reports\Building Reports\112 River St W Building Report Redevelopment District.docx Block 52 TIF District Page 2 of 2 Building Report LHB Project No. 220047 Parcel C-112 River St W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 32 CD n o� 7D CD 0 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel D Vacant Church Building Address: 103 Pine St, Monticello, Minnesota 55362 Parcel ID: 155010052110 Inspection Date(s) & Time(s): January 27, 2022, 10:15 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: Substantial renovation is required to correct Conditions found. Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. Foundation walls are showing signs of water intrusion which is contrary to code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code compliant accessible route into the building. b. There is no code compliant accessible restroom. c. There is no code required accessible route to all levels of the building. 2. Light and Ventilation a. Lighting does not comply with code. b. The electrical system does not comply with code. c. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Glass doors do not have code required 10 -inch kick plates. b. The thresholds do not comply with code for maximum height. c. Flooring is damaged creating an impediment to emergency egress which is contrary to code. d. Stairs do not comply with code. e. There is no code required fire caulking at through wall, floor, and ceiling penetrations. f. Emergency exit signs are not code compliant. g. The emergency lighting system is not code compliant. Block 52 TIF District LHB Project No. 220047 $2,391,586 $737,466 30.8% Page 1 of 3 Building Report Parcel D-103 Pine St, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 33 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S h. There is no code required emergency notification system. i. There is no code required smoke detector system. j. There is no code required building sprinkler system. 4. Layout and Condition of Interior Partitions/Materials a. Walls should be repaired/repainted. b. Flooring should be replaced. c. Baseboard molding is missing and should be replaced. d. Ceilings are water damaged from roof leaks and should be repaired/replaced. e. There is mold present on interior surfaces. 5. Exterior Construction a. Soffits and fascia are damaged allowing for water intrusion which is contrary to code. b. Windows are failing allowing for water intrusion which is contrary to code. c. Roofing material is failing allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Foundation walls are showing signs of water intrusion which is contrary to code. 2. There is no code compliant accessible route into the building. 3. The restroom is not code compliant. 4. There is no code required accessible route to all levels of the building. 5. The lighting system does not comply with code. 6. The electrical wiring system does not comply with code. 7. The HVAC system does not comply with code. 8. Glass doors need code required 10 -inch kick plates installed. 9. Thresholds need to be modified to comply with code for maximum height. 10. Damaged flooring needs to be replaced to create a code required unimpeded means for emergency egress. 11. Stairs do not comply with code. 12. Code required fire caulking needs to be installed in all through wall, floor, and ceiling penetrations. 13. Emergency exit signs need to be placed properly to comply with code. 14. Emergency lighting is not code compliant. 15. There is no code required emergency notification system. 16. There is no code required smoke detector system. 17. There is no code required building sprinkler system. 18. Soffits and fascia are damaged allowing for water intrusion which is contrary to code. 19. Windows are failing allowing for water intrusion which is contrary to code. 20. The roofing material has failed allowing for water intrusion which is contrary to code. Block 52 TIF District LHB Project No. 220047 Page 2 of 3 Building Report Parcel D-103 Pine St, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 34 CD n o� 7D CD 0 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 OVERVIEW OF DEFICIENCIES This former church building is currently vacant. The exterior building systems including roofing, wood soffits and fascia, and roofing material are failing allowing for water intrusion which is contrary to code. Entrance into the building is not code compliant for accessibility. There is no code compliant access to all levels of the building. The Restroom is not code compliant. Water has infiltrated the interior creating mold on all surfaces. The ceilings and walls are damaged and should be repaired/repainted. The electrical lighting and wiring systems do not comply with code. The HVAC system does not comply with code. The flooring systems are damaged creating an impediment to emergency egress which is contrary to code. There are no code required life safety systems that comply with code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: MA22Proj12200471300 DesignlReports\Building Reporl:003 Pine St Building Report Redevelopment District.docx Block 52 TIF District LHB Project No. 220047 Page 3 of 3 Building Report Parcel D-103 Pine St, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 35 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel G Store Front Lutheran Church Address: 121 Broadway West, Monticello, Minnesota 55362 Parcel ID: 155010052031 Inspection Date(s) & Time(s): January 27, 2022, 9:30 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: Substantial renovation is required to correct Conditions found. Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required accessible parking. b. There is no code required accessible route into the building. c. The restroom is not fully code compliant for accessibility. d. The hospitality area is not code compliant for accessibility. 2. Light and Ventilation a. The lighting system does not comply with code. b. The electrical wiring system does not comply with code. c. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Flooring is damaged and uneven creating an impediment to emergency egress. b. Door hardware does not comply with code. c. Glass doors do not have code required 10 -inch kick plates. d. Code required fire caulking should be placed in through wall and ceiling penetrations. e. The exit signage system does not comply with code. f. The emergency lighting system does not comply with code. g. There is no code required emergency notification system. Block 52 TIF District LHB Project No. 220047 $1,462,997 $419,423 28.7% Page 1 of 2 Building Report Parcel G —121 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 36 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S h. There is no code required building sprinkler system. 4. Layout and Condition of Interior Partitions/Materials a. Ceiling tile is water stained/damaged and should be replaced. b. Walls should be repaired/repainted. c. Carpeting is stained and worn and should be replaced. 5. Exterior Construction a. Failed roofing material is allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Code required accessible parking should be created. 2. A code required accessible route into the building should be created. 3. The restroom is not fully code compliant for accessibility. 4. The hospitality area should be made code compliant for accessibility. 5. The lighting system is not code compliant. 6. The electrical wiring system is not code compliant. 7. The HVAC system is not code compliant. 8. The flooring is damaged and uneven creating an impediment to emergency egress which is contrary to code. 9. Door hardware does not comply with code. 10. Glass doors should have code required 10 -inch kick plates installed. 11. Code required fire caulking should be placed in all through wall and ceiling penetrations. 12. The exit signage system is not code compliant. 13. There is no code required smoke detector system. 14. The emergency lighting system does not comply with code. 15. There is no code required emergency notification system. 16. There is no code required building sprinkler system. 17. Failed roofing material should be replaced to prevent water intrusion per code. OVERVIEW OF DEFICIENCIES This store front church is currently occupied. There are several code deficiencies regarding accessibility including parking, access to the building, restroom, and the hospitality area. The lighting and electrical wiring systems do not comply with code. The HVAC system does not comply with code. The flooring is damaged and uneven creating an impediment to emergency egress which is contrary to code. Door hardware is not code compliant. Walls should be repaired/repainted. Ceiling tile is water stained and damaged and should be replaced. Glass doors should have code required 10 -inch kick plates installed. Life safety systems are either non -code compliant or are not installed. The roofing material is failing and should be removed and replaced to prevent water intrusion per code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: M:\22Proj\220047\300 Design\Reports\Building Reports\121 Broadway W Building Report Redevelopment District.docx Block 52 TIF District Page 2 of 2 Building Report LHB Project No. 220047 Parcel G —121 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 37 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel H Preferred Title Inc Address: 113 Broadway West, Monticello, Minnesota, 55362 Parcel ID: 155010052060 Inspection Date(s) & Time(s): January 27, 2022, 9:10 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: Substantial renovation is required to correct Conditions found. Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. Floor joists are not properly secured per code. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required accessible parking. b. There is no code required accessible route to all levels of the building. c. There is no code required accessible restroom. 2. Light and Ventilation a. The electrical lighting system does not comply with code. b. The electrical wiring system does not comply with code. c. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. Thresholds do not comply with code for maximum height. b. Glass doors do not have code required 10 -inch kick plates. c. The exit signage system does not comply with code. d. The emergency lighting system is not fully code compliant. e. There is no code required emergency notification system. f. There is no code required building sprinkler system. g. Code required fire caulking should be placed in all through wall, floor, and ceiling penetrations Block 52 TIF District LHB Project No. 220047 $1,133,408 $388,814 34.3% Page 1 of 3 Building Report Parcel G —113 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 38 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S h. Secondary exiting does not comply with code for accessibility. i. Basement stairs do not comply with code. j. Basement floor to ceiling height does not comply with code. 4. Layout and Condition of Interior Partitions/Materials a. Ceiling tiles are stained from roof leaks and should be replaced. b. Asbestos Containing Material is present in the basement. c. Fire scarred floor joists are present in the basement. d. Vinyl flooring should be cleaned and resealed. 5. Exterior Construction a. Stucco is cracked/missing allowing for water intrusion which is contrary to code. b. The roofing material has failed allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Floor joists should be properly fastened to support beam per code. 2. Code required accessible parking should be created. 3. A code required accessible route into the building should be created. 4. A code compliant restroom should be installed. 5. A code required accessible route to all levels should be created. 6. The electrical lighting system should be made code compliant. 7. The electrical wiring system is not code compliant. 8. The HVAC system is not code compliant. 9. Thresholds do not comply with code. 10. Glass doors should have code required 10 -inch kick plates installed. 11. Secondary exiting does not comply with accessibility code. 12. The basement stairs do not comply with code. 13. The floor to ceiling height in the basement does not comply with code. 14. The exit sign system does not comply with code. 15. The emergency lighting system does not comply with code. 16. There is no emergency notification system as required by code. 17. There is no code required building sprinkler system. 18. Install code required fire caulking. 19. Exterior stucco is cracked/damaged allowing for water intrusion which is contrary to code. 20. The roofing material has failed allowing for water intrusion which is contrary to code. Block 52 TIF District LHB Project No. 220047 Page 2 of 3 Building Report Parcel G —113 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 39 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S OVERVIEW OF DEFICIENCIES The building is currently occupied by two tenants. There is no code required accessible parking or route into the building. There is no code required accessible restroom or route to all levels of the building. The exterior stucco is damaged allowing for water intrusion which is contrary to code. The ceiling tile is water stained from roof leaks. Walls should be repaired/repainted. The electrical wiring and lighting systems do not comply with code. The HVAC system does not comply with code. Life safety systems are either absent or do not comply with code. The basement stairs do not comply with code. The floor to ceiling height in the basement does not comply with code. The roofing material is failing allowing for water intrusion which is contrary to code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: M:\22Proj\220047\300 Design\Reports\Building Reports\113 Broadway W Building Report Redevelopment District.docx Block 52 TIF District LHB Project No. 220047 Page 3 of 3 Building Report Parcel G —113 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 40 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel J Apartment Address: 107 Broadway West, Monticello, Minnesota 55362 Parcel ID: 155010052070 Inspection Date(s) & Time(s): January 27, 2022, 2:00 PM Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: Substantial renovation is required to correct Conditions found. Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. 2. Light and Ventilation a. The lighting system does not comply with code. b. The electrical system does not comply with code. c. The HVAC system does not comply with code. 3. Fire Protection/Adequate Egress a. The thresholds do not comply with code. b. The stairs do not comply with code. c. Stairs do not comply with code. d. There is not a code required secondary exit from the second -floor apartment. e. There are no code compliant smoke detectors. f. There is no code required emergency lighting system. g. There is no code required emergency notification system. h. There is no code required building sprinkler system. i. There are no code required carbon monoxide detectors. Block 52 TIF District LHB Project No. 220047 $652,052 $206,664 31.7% Page 1 of 3 Building Report Parcel J —107 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 41 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S j. There are no code compliant Ground Fault Circuit Interrupters. k. There are no code required Arc Fault Circuit Interrupters. I. There is no code required fire caulking in through wall, floor, or ceiling penetrations. m. Flooring material is damaged creating an impediment to emergency egress which is contrary to code. 4. Layout and Condition of Interior Partitions/Materials a. Interior walls and ceiling should be repaired/repainted. b. Carpeting should be replaced. 5. Exterior Construction a. Windows are failing allowing for water intrusion which is contrary to code. b. Roofing material has failed allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. The lighting system does not comply with code. 2. The electrical wiring system does not comply with code. 3. The HVAC system does not comply with code. 4. Thresholds do not comply with code. 5. The stairs do not comply with code. 6. A secondary means of egress is required by code. 7. Modify stairs to comply with code. 8. Code required smoke detectors should be installed. 9. Install code required emergency lighting system. 10. There is no code required emergency notification system. 11. There is no code required building sprinkler system. 12. Code required carbon monoxide detectors should be installed. 13. Code required Ground Fault Circuit Interrupters should be installed. 14. Code required Arc Fault Circuity Interrupters should be installed. 15. Code required fire caulking should be placed in all through wall, floor, and ceiling penetrations. 16. Damaged flooring material should be replaced/repaired to create a code required unimpeded means of emergency egress. 17. Failed windows should be replaced to prevent water intrusion per code. 18. Failed roofing material should be replaced to prevent water intrusion per code. Block 52 TIF District LHB Project No. 220047 Page 2 of 3 Building Report Parcel J —107 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 42 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S OVERVIEW OF DEFICIENCIES This second -floor apartment is currently vacant. The stairs do not comply with code. The thresholds do not comply with code. The lighting system and electrical wiring systems do not comply with code. The HVAC system does not comply with code. There are no code required smoke detectors or carbon monoxide detectors in the building. There are no code required life safety systems in the building. There is not a code required secondary exit from the building. The flooring material is damaged creating and impediment to emergency egress which is contrary to code. There are no code required AFCI's and GRCI's in the building. Window are failing allowing for water intrusion which is contrary to code. The roofing material has failed allowing for water intrusion which is contrary to code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: M:\22Proj\220047\300 Design\Reports\Building Reports\107 Broadway W Building Report Redevelopment District.docx Block 52 TIF District LHB Project No. 220047 Page 3 of 3 Building Report Parcel J —107 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 43 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District Building Code, Condition Deficiency and Context Analysis Report Parcel K "What The Art" Building Address: 101 Broadway West, Monticello, Minnesota 55362 Parcel ID: 15501002090 Inspection Date(s) & Time(s): January 27, 2022, 9:50 am Inspection Type: Interior and Exterior Summary of Deficiencies: It is our professional opinion that this building is Substandard because: - Substantial renovation is required to correct Conditions found. - Building Code deficiencies total more than 15% of replacement cost, NOT including energy code deficiencies. Estimated Replacement Cost: Estimated Cost to Correct Building Code Deficiencies: Percentage of Replacement Cost for Building Code Deficiencies: DEFECTS IN STRUCTURAL ELEMENTS 1. Ceiling joists are fire damaged. COMBINATION OF DEFICIENCIES 1. Essential Utilities and Facilities a. There is no code required designated accessible parking. b. There is no code required accessible route into the building. c. There is no code required accessible restroom. 2. Light and Ventilation a. The lighting system does not comply with code. b. The electrical wiring system does not comply with code. c. The HVAC system does not comply with code. d. Electrical extension cords are not being used properly per code. 3. Fire Protection/Adequate Egress a. Glass doors do not have code required 10 -inch kick plates. b. Thresholds do not comply with code for maximum height. c. Door hardware does not comply with code. d. There is an internal passageway that does not comply with code for minimum width. e. Stairs do not comply with code. f. Flooring is damaged creating an impediment to emergency egress which is contrary to code. Block 52 TIF District LHB Project No. 220047 $486,890 $100,969 20.7% Page 1 of 3 Building Report Parcel K —101 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 44 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 g. Code required fire caulking is not present in through wall, floor, and ceiling penetrations. h. There are no code required emergency exit door identification system. i. There is no code required smoke detector systems. j. There is no code required emergency lighting system. k. There is no code required emergency notification system. I. There is no code required building sprinkler system. 4. Layout and Condition of Interior Partitions/Materials a. Ceiling tile are stained/damaged from roof leaks. b. Ceiling joists are showing signs of fire damage. c. Damaged walls should be repaired/repainted. d. Damaged flooring should be repaired/replaced. 5. Exterior Construction a. Roofing material has failed allowing for water intrusion which is contrary to code. DESCRIPTION OF CODE DEFICIENCIES 1. Accessible parking should be created per code. 2. An accessible route into the building should be created per code. 3. An accessible restroom should be created per code. 4. A code compliant lighting system should be installed. 5. A code compliant electrical wiring system should be installed. 6. A code compliant HVAC system should be installed. 7. Electrical extension cords should be used properly per code. 8. Glass doors should have 10 -inch kick plates installed per code. 9. Thresholds should be modified to comply with code for maximum height. 10. Code compliant door hardware should be installed. 11. All internal passageways should be made code compliant for minimum width. 12. Stairs are not code compliant. 13. Damaged flooring should be repaired to create a code required unimpeded means for emergency egress. 14. Code required fire caulking should be installed in all through wall, floor, and ceiling penetrations. 15. A code required emergency exit identification system should be installed. 16. A code required smoke detector system should be installed. 17. A code required emergency lighting system should be installed. 18. A code required emergency notification system should be installed. 19. A code required building sprinkler system should be installed. 20. Failed roofing material should be replaced to prevent water intrusion per code. Block 52 TIF District LHB Project No. 220047 Page 2 of 3 Building Report Parcel K —101 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 45 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S OVERVIEW OF DEFICIENCIES This building is currently being used as an Art Studio sponsored by the city. There is no code required accessible parking. There is no code required accessible route into the building. The restroom does not comply with accessibility code. The lighting and electrical wiring systems do not comply with code. The HVAC system does not comply with code. The interior walls should be repaired/repainted. Ceiling tile is stained/damaged from roof leaks. The flooring should be repaired to create a code required unimpeded means for emergency egress. There is no code required smoke detector, emergency lighting, emergency notification or building sprinkler systems in the building. Roof joists show signs of fire damage. The flooring is damaged creating an impediment to emergency egress which is contrary to code. The stairs do not comply with code. There is not code required fire caulking in through wall, floor, and ceiling penetrations. The roofing material has failed allowing for water intrusion which is contrary to code. ENERGY CODE DEFICIENCIES In addition to the building code deficiencies listed above, the existing building does not comply with the current energy code. These deficiencies are not included in the estimated costs to correct code deficiencies and are not considered in determining whether the building is substandard: M:122Proj12200471300 Design\Reports\Building Reports1101 Broadway W Building Report Redevelopment District.docx Block 52 TIF District LHB Project No. 220047 Page 3 of 3 Building Report Parcel K —101 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 46 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 APPENDIX C Building Replacement Cost Reports Code Deficiency Cost Reports Photographs DRAFT AS OF MAY 23, 2022 47 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 FLS Means data F7 07worwrr Square Foot Cost Estimate Report Estimate Name: 112 River St W Building Type: Garage, Repair with Concrete Block / Wood Joists Location: MONTICELLO, MN Story Count: 1 Story Height (L.F.): 14.00 Floor Area (S.F.): 3432 Labor Type: OPN Basement Included: No Data Release: Year 2021 Quarter 1 Cost Per Square Foot: $114.83 Building Cost: $394,109.91 Date: 1/31/2022 �11�4 a,r :".elle i'i Quantity % of Total Cost Per S.F. Cost A1030 Standard Foundations $10.90 $37,396.60 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 244 $7.08 $24,314.11 12" thick A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 268.4 $3.81 $13,082.49 C10301100460 6 KSF. 12" deep x 24" wide 1 $0.38 $1,315.35 A1030 Slab on Grade $9.41 $32,296.29 A10301204520 Slab on grade, 6" thick, light industrial, reinforced 3432 $9.41 $32,296.29 A2010 Basement Excavation 1372.8 $0.37 $1,286.18 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, 3432 $0.37 $1,286.18 on site storaee C3020 Floor Finishes $1.45 $4,970.55 B1020 Roof Construction 3088.8 $6.47 $22,198.18 B10201024150 Wood roof, flat rafter, 2" x 12", 16" O.C. 3603.6 $6.47 $22,198.18 B2010 Exterior Walls $13.26 $45,510.69 B20101116280 Concrete block (CMU) wall, regular weight, 75% solid, 8 x 8 x 16, 4500 2732.8 $13.26 $45,510.69 PSI. reinforced. vertical #5032". erouted 82020 Exterior Windows $1.89 $6,490.35 B20201066650 Windows, aluminum, sliding, standard glass, 5'x 3' 11.39 $1.89 $6,490.35 B2030 Exterior Doors $3.59 $12,312.11 B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-0" 1.03 $0.87 $2,980.04 x 7'-0" onenine B20302204450 Door, steel 24 gauge, overhead, sectional, manual operation, 12'-0" x 3.56 $2.72 $9,332.07 12'-0" onenine 83010 Roof Coverings $2.75 $9,449.75 B30101202000 Roofing, single ply membrane, EPDM, 45mils, fully adhered 3603.6 $2.36 $8,108.10 B30106101000 Gutters, box, steel, galvanized, 28 ga thick, 5", enameled finish 122 $0.32 $1,112.51 B30106201450 Downspout, steel, rectangular, corrugated, 3" x 4", galvanized, 28 ga 28.83 $0.07 $229.14 thick C1010 Partitions $5.62 $19,297.75 C10101022300 Lightweight block 4" thick 720.72 $1.98 $6,787.60 C10101048000 Concrete block (CMU) partition, light weight, solid, 8" thick, no finish 960.96 $3.65 $12,510.15 03020 Interior Doors $0.43 $1,472.82 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 1.14 $0.43 $1,472.82 flush. 3'-0" x 7'-0" x 1-3/8" C1030 Fittings $0.38 $1,315.35 C10301100460 Toilet partitions, cubicles, ceiling hung, stainless steel 1 $0.38 $1,315.35 C3010 Wall Finishes $4.61 $15,816.01 C30102202000 2 coats paint on masonry with block filler 2732.8 $3.07 $10,527.57 C30102300320 Painting, masonry or concrete, latex, brushwork, primer & 2 coats 1372.8 $0.86 $2,955.43 C30102300340 Painting, masonry or concrete, latex, brushwork, addition for block 1372.8 $0.68 $2,333.01 filler C3020 Floor Finishes $1.45 $4,970.55 C30204100940 Concrete topping, hardeners, metallic additive, minimum 3088.8 $1.22 $4,199.04 C30204101580 Vinyl, composition tile, minimum 343.2 $0.22 $771.51 C3030 Ceiling Finishes $0.62 $2,135.45 DRAFT AS OF MAY 23, 2022 48 CD 0 O CD CD O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C30302105800 Acoustic ceilings, 5/8" fiberglass board, 24" x 48" tile, tee grid, 343.2 $0.62 $2,135.45 susnendedsunnort r ■ D2010 Plumbing Fixtures $3.52 $12,074.31 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 1.17 $1.27 $4,350.45 D20102102000 Urinal, vitreous china, wall hung 0.58 $0.27 $911.60 D20103102080 Lavatory w/trim, wall hung, PE on Cl, 19" x 17" 1.17 $0.74 $2,545.08 D20104404340 Service sink w/trim, PE on Cl,wall hung w/rim guard, 24" x 20" 0.58 $0.84 $2,876.68 D20108201920 Water cooler, electric, wall hung, wheelchair type, 7.5 GPH 0.58 $0.41 $1,390.50 D2020 Domestic Water Distribution $0.84 $2,878.45 D20202202260 Gas fired water heater, residential, 100< F rise, 30 gal tank, 32 GPH 0.58 $0.84 $2,878.45 D3050 Terminal& Package Units $11.24 $38,574.82 D30501503120 Rooftop, single zone, air conditioner, factories, 10,000 SF, 33.33 ton 3432 $11.24 $38,574.82 D4010 Sprinklers $5.07 $17,409.06 D40104101080 Wet pipe sprinkler systems, steel, ordinary hazard, 1 floor, 10,000 SF 3432 $5.07 $17,409.06 D4020 Standpipes $1.23 $4,228.18 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 0.34 $1.13 $3,877.23 floor D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 0.14 $0.10 $350.95 additional floors D5010 Electrical Service/Distribution $2.36 $8,098.42 D50101200280 Overhead service installation, includes breakers, metering, 20' conduit 1 $0.97 $3,336.08 & wire. 3 phase. 4 wire. 120/208 V. 200 A D50102300280 Feeder installation 600 V, including RGS conduit and XHHW wire, 200 30 $0.42 $1,445.67 A D50102400200 Switchgear installation, incl switchboard, panels & circuit breaker, 0.25 $0.97 $3,316.67 120/208 V. 3 phase. 400 A D5020 Lighting and Branch Wiring $9.89 $33,940.93 D50201100280 Receptacles incl plate, box, conduit, wire, 4 per 1000 SF, .5 watts per 3432 $2.55 $8,752.39 SF D50201350280 Miscellaneous power, 1 watt 3432 $0.34 $1,182.60 D50201400240 Central air conditioning power, 3 watts 3432 $0.70 $2,396.15 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 3432 $6.30 $21,609.79 10 fixtures 032watt Der 1000 SF D5030 Communications and Security $3.95 $13,552.02 D50309100452 Communication and alarm systems, fire detection, addressable, 25 0.34 $2.33 $8,006.41 detectors, includes outlets, boxes, conduit and wire D50309100462 Fire alarm command center, addressable with voice, excl. wire & 0.34 $1.33 $4,576.07 conduit D50309200104 Internet wiring, 4 data/voice outlets per 1000 S.F. 0.69 $0.28 $969.54 E1090 Other Equipment $0.00 $0.00 Sub7otal 100% $99.86 $342,704.27 Contractor Fees (General Condition s,Overhead,Profit) 15.0% $14.98 $51,405.64 Architectural Fees 0.0% $0.00 $0.00 User Fees 0.0% $0.00 $0.00 DRAFT AS OF MAY 23, 2022 49 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 BLOCK 52 REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Door Hardware Parcel C -112 River Street West, Monticello, Minnesota 55362 Building Name or Type Parcel ID 155010052131 250.00 EA 7 City Vehicle Storage Building -1 Code Related Cost Items Unit Cost Units Unit VvTotal Quantity Accessibility Items Modify thresholds to comply with code for maximum height $ 200.00 EA Parking $ 400.00 Stairs Create code required accessible parking $ 100.00 EA 1 $ 100.00 Accessible Route 1 $ 1,000.00 Elevated Platform Creat a code required accessible route in to the building. $ 100.00 Lump 1 $ 100.00 Restroom 100.00 Lump 1 $ 100.00 Create a code compliant accessible restroom $ 2.28 SF 3,432 $ 7,824.96 Drinking Fountain Smoke Detectors Install code required drinking fountain $ 0.41 SF 3,432 $ 1,407.12 Structural Elements $ 7,996.56 Emergency Exit Signs Steel Lintels Install code compliant emergency exit signs $ Protect steel lintels from rusting per code $ 500.00 Lump 1 $ 500.00 Concrete Block and Mortar Kepainrepiace aamagea concrete DIocK ana mortar to prevent water $ 0.75 SF 3,432 $ intrusion per code $ 2.25 SF 3,432 $ 7,722.00 Exiting Door Hardware Install code compliant door hardware $ 250.00 EA 7 $ 1,750.00 Thresholds Modify thresholds to comply with code for maximum height $ 200.00 EA 2 $ 400.00 Stairs Install code compliant stairs $1,000.00 Lump 1 $ 1,000.00 Elevated Platform Install code required 4 -inch toe board on elevated platform $ 100.00 Lump 1 $ 100.00 Fire Protection Smoke Detectors Install code compliant smoke detectors $ 2.33 SF 3,432 $ 7,996.56 Emergency Exit Signs Install code compliant emergency exit signs $ 0.35 SF 3,432 $ 1,201.20 Emergency Lighting Install code compliant emergency lighting system $ 0.75 SF 3,432 $ 2,574.00 Emergency Notification System Install code required emergency notification system $ 1.33 SF 3,432 $ 4,564.56 Building Sprinkler Install a code required building sprinkler system $ 16.31 SF 3,432 $ 55,975.92 Fire Caulking Block 52 TIF District Code Deficiency Cost Report LHB Project No. 220047 Page 1 of 2 Parcel C -112 River St W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 50 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Code Related Cost Items Ad - Install code required fire caulking at through wall and ceiling penetrations Exterior Construction Roof Construction Roofing Material Remove failed roofing material Install roofing material to prevent water intrusion per code Mechanical- Electrical Mechanical Install a code compliant HVAC system Electrical Install a code compliant lighting system Install a code compliant electrical wiring system Energy Code Block 52 TIF District -HB Project No. 220047 Page 2 of 2 Pr Unit Cost Units Unit Total Quantity $ 0.10 SF 3,432 $ 343.20 $ 0.25 SF 3,432 $ 858.00 $ 2.75 SF 3,432 $ 9,438.00 $ 11.24 SF 3,432 $ 38,575.68 $ 6.30 SF 3,432 $ 21,621.60 $ 2.55 SF 3,432 $ 8,751.60 Total Code Improvements $ 172,804 Code Deficiency Cost Report Parcel C -112 River St W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 51 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel C 112 River Street West .soo.392.a Ion -Fri Jam- 20220127_103134.jpg 20220127_103344.jpg 3 20220127_103422.jpg k �� wd 20220127_103531.jpg 20220127_103303.jpg wpm 20220127_103348.jpg 20220127_103459.jpg 20220127_103544.jpg 1 20220127_103341.jpg 20220127_103355.jpg aw_j � 1k 12 20220127_103512.jpg 20220127_103807.jpg DRAFT AS OF MAY 23, 2022 52 9 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel C 112 River Street West r 20220127_103815.jpg 20220127_104004.jpg 20220127_104320.jpg 20220127_104345.jpg 20220127_103834.jpg i 20220127_104008.jpg 20220127_104322.jpg 20220127_104349.jpg 2 20220127_103938.jpg 20220127_104305.jpg 20220127_104337.jpg 20220127_104401.jpg DRAFT AS OF MAY 23, 2022 53 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel C 112 River Street West 20220127_104404.jpg 20220127_104444.jpg .-.5�- ��-► �V �I 20220127_104454.jpg 20220127_104536.jpg 20220127_104410.jpg AF 20220127_104446.jpg w __... 20220127_104530.jpg 20220127_104539.jpg 20220127_104433.jpg Y . 20220127_104452.jpg 20220127_104532.jpg DRAFT AS OF MAY 23, 2022 54 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 F SMeans data Square Foot Cost Estimate Report mon U707rr C10101403900 20 ga non -load bearing, 3-5/8" studs, 24" O.C. 6348 Estimate Name: 103 Pine Street Building Type: Church with Face Brick & Concrete Block / Wood Arch Location: MONTICELLO, MN Story Count: 1 Story Height (L.F.): 24.00 Floor Area (S.F.): 10580 Labor Type: OPN Basement Included: Yes Data Release: Year2022 Cost Per Square Foot: $226.05 Building Cost: $2,391,586.68 Date: 1/31/2022 4 Costs are derived from a building model with basic components. Scope differences and market conditions can cause costs to vary significantly. 01010 Partitions $10.58 $111,886.59 C10101403900 20 ga non -load bearing, 3-5/8" studs, 24" O.C. 6348 r $74,145.91 C10107101101 3 coats of painted plaster on wall 6681.6 Quantity % of Total Cost Per S.F. Cost $3.65 Substructure C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 26.45 $3.65 $38,580.18 A1010 Standard Foundations $3.86 $40,804.92 A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 348 $1.67 $17,677.01 6 KSF. 12" deep x 24" wide A10102107410 Spread footings, 3000 PSI concrete, load 100K, soil bearing capacity 6 44.81 $2.19 $23,127.91 KSF. 4' - 6" square x 15" deep A1030 Slab on Grade $6.72 $71,121.30 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 10580 $6.72 $71,121.30 A2010 Basement Excavation $4.56 $48,218.99 A20101104620 Excavate and fill, 10,000 SF, 8' deep, sand, gravel, or common earth, 10580 $4.56 $48,218.99 on site storaee A2020 Basement Walls $9.83 $104,053.39 A20201107260 Foundation wall, CIP, 12' wall height, pumped, .444 CY/LF, 21.59 PLF, 348 $9.83 $104,053.39 " thick 83010 Floor Construction $21.66 $229,130.59 810102030860 Cast -in-place concrete column, 12" square, tied, 200K load, 12' story 537.75 $4.58 $48,477.09 heieht. 142 I bs/LF. 4000PSI 810102221720 Flat slab, concrete, with drop panels, 6" slab/2.5" panel, 12" column, 10580 $17.08 $180,653.50 15'x15' bay, 75 PSF superimposed load, 153 PSF total load B1020 Roof Construction $32.19 $340,606.70 810207052001 Laminated arch, radial, 100' clear span, 8' OC 10580 $20.34 $215,237.51 B10207703152 Roof deck, douglas fir, 3" thick, 8' span 12696 $11.85 $125,369.19 B2010 Exterior Walls $28.41 $300,589.19 B20101321200 Brick wall, composite double wythe, standard face/CMU back-up, 8" 7934.4 $28.41 $300,589.19 thick. Derlite core fill B2020 Exterior Windows $4.75 $50,226.34 820201067200 Windows, aluminum, single hung, insulated glass, 2'-8" x 6'-8" 46.4 $3.28 $34,703.40 B20202204200 Polycarbonate, masked, clear or colored, 1/4" thick 835.2 $1.47 $15,522.94 82030 Exterior Doors $1.04 $11,036.83 B20302102500 Door, birch, solid core, single door, hinged, 3'-0" x 7'-0" opening 3.73 $1.04 $11,036.83 B3010 Roof Coverings $6.92 $73,254.23 B30101401100 Asphalt roofing, strip shingles, inorganic, Class A, 4" slope, 210-235 12696 $2.71 $28,674.17 lbs/SQ B30103201840 Insulation, rigid, roof deck, extruded polystyrene, 15 PSI compressive 12696 $2.73 $28,886.45 streneth. 3" thick. R15 B30104300040 Flashing, aluminum, no backing sides, .019" 348 $0.31 $3,253.97 830104300700 Flashing, copper, no backing, 16 oz, < 500 lbs 348 $0.64 $6,747.70 B30106100050 Gutters, box, aluminum, .027" thick, 5", enameled finish 348 $0.27 $2,904.99 830106200250 Downspout, aluminum, rectangular, 3" x 4", enameled, .024" thick 348 $0.26 $2,786.95 01010 Partitions $10.58 $111,886.59 C10101403900 20 ga non -load bearing, 3-5/8" studs, 24" O.C. 6348 $7.01 $74,145.91 C10107101101 3 coats of painted plaster on wall 6681.6 $3.57 $37,740.68 C1020 Interior Doors $3.65 $38,580.18 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 26.45 $3.65 $38,580.18 flush. 3'-0" x 7'-0" x 1-3/8" C3010 Wall Finishes $1.51 $15,947.19 DRAFT AS OF MAY 23, 2022 55 El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C30102300080 Painting, interior on plaster and drywall, brushwork, primer & 2 coats 12696 $1.51 $15,947.19 C3020 Floor Finishes $5.63 $59,556.30 C30204100160 Carpet, tufted, nylon, roll goods, 12' wide, 36 oz 10580 $5.63 $59,556.30 D3010 Elevators and Lifts $7.66 $81,006.30 D10101102200 Hydraulic, passenger elevator, 3000 Ib, 2 floors, 100 FPM 1 $7.66 $81,006.30 D2010 Plumbing Fixtures $4.31 $45,582.60 D20101101880 Water closet, vitreous china, tank type, wall hung, close coupled 2 5.29 $1.56 $16,459.04 D20102102000 niece Urinal, vitreous china, wall hung 2.12 $0.29 $3,100.49 D20103102080 Lavatory w/trim, wall hung, PE on Cl, 19" x 17" 4.23 $0.89 $9,458.18 D20104102040 Kitchen sink w/trim, countertop, stainless steel, 44" x 22" triple bowl 1.06 $0.28 $2,926.47 D20104404380 Service sink w/trim, vitreous china, wall hung 22" x 20" 1.06 $0.54 $5,724.84 D20108201920 Water cooler, electric, wall hung, wheelchair type, 7.5 GPH 3.17 $0.75 $7,913.58 D2020 Domestic Water Distribution $0.76 $8,085.38 D20202202260 Gas fired water heater, residential, 100 < F rise, 30 gal tank, 32 GPH 1.69 $0.76 $8,085.38 D3010 Energy Supply $11.03 $116,704.28 D30105202000 Commercial building heating system, fin tube radiation, forced hot 10580 $11.03 $116,704.28 water. 10.000 SF. 100.000 CF. total 2 floors D3050 Terminal& Package Units $10.83 $114,562.99 D30501703680 Split system, air cooled condensing unit, offices, 20,000 SF, 63.32 ton 10580 $10.83 $114,562.99 D4010 Sprinklers $3.76 $39,789.26 D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF 10580 $3.76 $39,789.26 D4020 Standpipes $1.62 $17,108.35 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 1.49 $1.62 $17,108.35 floor D5010 Electrical Service/Distribution $1.42 $14,981.77 D50101200320 Overhead service installation, includes breakers, metering, 20' conduil 1 $0.61 $6,489.55 & wire. 3 phase. 4 wire. 120/208 V. 400 A D50102300320 Feeder installation 600 V, including RGS conduit and XHHW wire, 400 20 $0.19 $2,016.29 A D50102400200 Switchgear installation, incl switchboard, panels & circuit breaker, 0.5 $0.61 $6,475.93 120/208 V. 3 Dhase. 400 A D5020 Lighting and Branch Wiring $10.39 $109,924.19 D50201100200 Receptacles incl plate, box, conduit, wire, 2.5 per 1000 SF, .3 watts 10580 $2.11 $22,365.38 Der SF D50201300200 Wall switches, 1.0 per 1000 SF 10580 $0.34 $3,561.33 D50201350280 Miscellaneous power, 1 watt 10580 $0.34 $3,546.84 D50201400280 Central air conditioning power, 4 watts 10580 $0.73 $7,724.78 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 10580 $6.87 $72,725.86 10 fixtures 032watt ner 1000 SF D5030 Communications and Security $3.37 $35,669.78 D50309100240 Communication and alarm systems, includes outlets, boxes, conduit 0.45 $1.95 $20,619.36 and wire. sound systems. 30 outlet< D50309100452 Communication and alarm systems, fire detection, addressable, 25 0.5 $1.08 $11,467.34 detectors, includes outlets, boxes, conduit and wire D50309100460 Fire alarm command center, addressable without voice, excl. wire & 1 $0.34 $3,583.08 conduit D5090 Other Electrical Systems $0.11 $1,212.95 D50902100200 Generator sets, w/battery, charger, muffler and transfer switch, 0.87 $0.11 $1,212.95 gas/gasoline operated. 3 Dhase. 4 wire. 77/480 V. 7.5 kW Equipment & Furnishings E1090 Other Equipment $0.00 $0.00 �.Special Construction r� Building-� SubTotal 100% $196.56 $2,079,640.59 Contractor Fees (General Conditions,Overhead,Profit) 15.0% $29.48 $311,946.09 Architectural Fees 0.0% $0.00 $0.00 User Fees 0.0% $0.00 $0.00 DRAFT AS OF MAY 23, 2022 56 CD n r+. O r CD O Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 BLOCK 52 REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Parcel D -103 Pine Street, Monticello, Minnesota 55362 Building Name or Type Parcel ID 155010052110 Vacant Church Building Code Related Cost Items Unit Cost Units Unit Total Quantity Accessibility Items Accessible Routes Create a code compliant accessible route into building $ 500.00 Lump 1 $ 500.00 Create a code required accessible route to all levels of building $ 7.66 SF 10,580 $ 81,042.80 Restroom Modify restroom to comply with accessibliltiy code $ 2.74 SF 10,580 $ 28,989.20 Structural Elements Foundation Walls Repair foundation walls to prevent water intrusion per code $ 1.00 SF 10,580 $ 10,580.00 Exiting Glass Doors Install code required 10 -inch kick plates on glass doors $ 100.00 EA 16 $ 1,600.00 Thresholds Modify thresholds to comply with code for maximum height $1,500.00 Lump 1 $ 1,500.00 Flooring Kepairnreplace aamagea tlooring to create an unimpeaea means for emergency egress per code $ 5.63 SF 10,580 $ 59,565.40 Stairs Modify stairs to comply with code $ 0.95 SF 10,580 $ 10,051.00 Exit Signs Install code compliant emergency exit signs $ 0.35 SF 10,580 $ 3,703.00 Fire Protection Smoke Detectors Install code compliant smoke detector system $ 1.08 SF 10,580 $ 11,426.40 Emergency Lighting Install code compliant emergency lighting system $ 0.75 SF 10,580 $ 7,935.00 Emergency Notification Install code required emergency notification system $ 0.34 SF 10,580 $ 3,597.20 Building Sprinkler System Install code required building sprinkler system $ 5.38 SF 10,580 $ 56,920.40 Exterior Construction Soffits and Fascia Replace damaged soffit and fascia to prevent water intrusion per code $ 3,000.00 Lump 1 $ 3,000.00 Windows Replace failed windows to prevent water intrusion per code. $ 4.75 SF 10,580 $ 50,255.00 Block 52 TIF District Code Deficiency Cost Report LHB Project No. 220047 Page 1 of 2 Parcel D- 103 Pine St, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 57 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Roof Construction Roofing Material Remove failed roofing material Install roofing material to prevent water intrusion per code Mechanical- Electrical Mechanical Install code compliant HVAC system Electrical Install code compliant lighting system Install code compliant electrical wiring system Energy Code Unit Cost Units Unit Total Quantity $ 0.35 SF 10,580 $ 3,703.00 $ 6.92 SF 10,580 $ 73,213.60 $ 21.86 SF 10,580 $ 231,278.80 $ 6.87 SF 10,580 $ 72,684.60 $ 2.45 SF 10,580 $ 25,921.00 Total Code Improvements $ 737,466 Ell Block 52 TIF District LHB Project No. 220047 Page 2 of 2 Code Deficiency Cost Report Parcel D-103 Pine St, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 58 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street f mom 20220127_101702.jpg 20220127_101737.jpg 20220127_101751.jpg 20220127_101911.jpg 20220127_101936.jpg 20220127_101814.jpg 20220127_101929.jpg r a * � 20220127_101939.jpg 1 A� 20220127_101742.jpg 20220127_101909.jpg 20220127_101933.jpg .� •t �A 20220127_101947.jpg DRAFT AS OF MAY 23, 2022 59 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_101949.jpg 20220127_102008.jpg 20220127_102026.jpg y Am 20220127_102039.jpg 20220127_101951.jpg 20220127_102010.jpg 20220127_102031.jpg 20220127_102042.jpg 2 20220127_102004.jpg 20220127_102021.jpg 20220127_102035.jpg 4 20220127_102056.jpg DRAFT AS OF MAY 23, 2022 60 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_102104.jpg 20220127_102122.jpg 20220127_102113.jpg 20220127_102124.jpg 20220127_102143.jpg 20220127_102158.jpg 20220127_102146.jpg 20220127_102207.jpg 3 sit, kk a 20220127_102116.jpg 20220127_102133.jpg 20220127_102151.jpg 20220127_102227.jpg DRAFT AS OF MAY 23, 2022 61 CD n O C CD `O O TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_102303.jpg 20220127_102326(0).jpg 20220127_102334.jpg 20220127_102309.jpg 20220127_102326.jpg 20220127_102344.jpg 4 20220127_102256.jpg 20220127_102314.jpg 20220127_102330.jpg 20220127_102353.jpg DRAFT AS OF MAY 23, 2022 62 20220127_102237.jpg 20220127_102252.jpg 20220127_102303.jpg 20220127_102326(0).jpg 20220127_102334.jpg 20220127_102309.jpg 20220127_102326.jpg 20220127_102344.jpg 4 20220127_102256.jpg 20220127_102314.jpg 20220127_102330.jpg 20220127_102353.jpg DRAFT AS OF MAY 23, 2022 62 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_102357.jpg 20220127_102416.jpg 20220127_102434.jpg 20220127_102504.jpg 20220127_102401.jpg 20220127_102421.jpg PEW 20220127_102454.jpg 20220127_102527.jpg lite 20220127_102414.jpg 1 81 20220127_102431.jpg 20220127_102459.jpg 20220127_102533.jpg DRAFT AS OF MAY 23, 2022 63 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_102541.jpg 20220127_102631.jpg 20220127_102709.jpg 20220127_102809.jpg 20220127_102547.jpg 20220127_102641.jpg 20220127_102724.jpg 20220127_102816.jpg 6 20220127_102624.jpg 20220127_102704.jpg 20220127_102756.jpg 20220127_102826.jpg DRAFT AS OF MAY 23, 2022 64 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel D: 103 Pine Street 20220127_102833.jpg 20220127_102924.jpg 20220127_103011.jpg 20220127_105028.jpg 20220127_102908.jpg 20220127_102927.jpg 20220127_104940.jpg 20220127_105031.jpg 7 20220127_102918.jpg 20220127_103004.jpg r � 1 20220127_105007.jpg DRAFT AS OF MAY 23, 2022 65 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 F SMeans data mn sowerwnr Square Foot Cost Estimate Report Date: 1/31/2022 Estimate Name: 121 Broadway W Building Type: Store, 2 Story with Stucco / Wood Frame Location: MONTICELLO, MN Story Count: 2 Story Height (L.F.): 14 Floor Area (S.F.): 9160 Labor Type: OPN Basement Included: No Data Release: Year 2022 Cort rederived from. b.ilding model with bnim t -p -e-. Cost Per Square Foot: $159.72 5m differen-nd-k-ndidons un- ...ostst ,y ,ignifi ndy. Building Cost: $1,462,997.82 T Quantity % of Total Cost Per S.F. • Cast Substructure A1010 Standard Foundations $7.50 $68,689.81 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 376 $4.00 $36,614.13 12" thick A10101103100 Strip footing, concrete, reinforced, load 14.8 KLF, soil bearing capacity 376 $2.43 $22,262.21 6 KSF. 12" deep x 32" wide A10102107700 Spread footings, 3000 PSI concrete, load 200K, soil bearing capacity 6 9.16 $1.07 $9,813.47 KSF. 6' - 0" square x 20" deep A1030 Slab on Grade $3.36 $30,787.86 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 4580 $3.36 $30,787.86 A2010 Basement Excavation $0.18 $1,682.51 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, 4580 $0.18 $1,682.51 on site storaee B1010 Floor Construction $18.06 $165,445.99 810102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 4580 $0.34 $3,118.80 BF/MSF. 160 PSF total allowable load 810102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 4580 $0.34 $3,118.80 BF/MSF. 160 PSF total allowable load 810102643050 Wood beam and joist floor, 12"x16" girder, 8"x16" beam, 2x10 joists 4580 $11.59 $106,166.64 (w 16". 20'x20' bay. 75 PSF LL. 102 PSF total load 810107203700 Fireproofing, gypsum board, fire rated, 2 layer, 1" thick, 14" steel 1203.2 $5.79 $53,041.75 column. 3 hour ratine. 22 PLF B1020 Roof Construction $3.47 $31,785.20 810201024100 Wood roof, flat rafter, 2" x 12", 12" O.C. 4580 $3.47 $31,785.20 B2010 Exterior Walls $14.20 $130,051.84 820101291100 Brick veneer wall, standard face, 2x4 studs @ 16" back-up, running 4000 $13.08 $119,840.00 bond 820101907600 Insulation, fiberglass batts, 6" thick, R19 4580 $1.11 $10,211.84 B2020 Exterior Windows $7.99 $73,208.97 820201066550 Windows, aluminum, awning, insulated glass, 4'-5" x 5'-3" 91.55 $7.99 $73,208.97 B2030 Exterior Doors $1.61 $14,782.32 820301106950 Door, aluminum & glass, with transom, narrow stile, double door, 0.92 $0.83 $7,596.16 hardware. 6'-0" x 10'-0" ooenine 820301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'-0" 0.92 $0.42 $3,872.84 x 10'-0" ooenine 820302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-0" 0.92 $0.36 $3,313.32 x 7'-0" ooenine 83010 Roof Coverings $1.27 $11,596.99 830101202000 Roofing, single ply membrane, EPDM, 45mils, fully adhered 4580 $1.01 $9,251.60 830106100050 Gutters, box, aluminum, .027" thick, 5", enameled finish 188 $0.17 $1,569.36 830106200100 Downspout, aluminum, rectangular, 2" x 3", embossed mill finish, 150.4 $0.08 $776.03 .020" thick 03010 Partitions $4.24 $38,874.80 C10101241200 Wood partition, 5/8"fire rated gypsum board face, none base,2 x4,@ 2564.8 $1.55 $14,166.78 16" OC framine.same 0000site face. 0 insul C10101241425 Wood partition, 5/8" fire rated gypsum board face, 1/4"sound 1099.2 $1.11 $10,130.11 deadening gypsum board, 2x4 @ 16" OC framing, same opposite face, mond atten-finn in -I C10101280700 Gypsum board, 1 face only, exterior sheathing, fire resistant, 5/8" 8422.4 $0.94 $8,598.34 C10101280960 Add for the following: taping and finishing 8422.4 $0.65 $5,979.57 DRAFT AS OF MAY 23, 2022 66 CD 0 r -r . O CD CD O Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C1020 Interior Doors $4.68 $42,823.24 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 29.36 $4.68 $42,823.24 flush. 3'-0" x 7'-0" x 1-3/8" C1030 Fittings $0.26 $2,383.45 C10301100420 Toilet partitions, cubicles, ceiling hung, plastic laminate 2.29 $0.26 $2,383.45 C2010 Stair Construction $0.82 $7,502.78 C20101101150 Stairs, wood, prefab basement type, oak treads, wood rails 3'-0" W, 3.21 $0.82 $7,502.78 14 risers C3010 Wall Finishes $1.49 $13,604.56 C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 7328 $0.69 $6,329.63 primer & 2 coats C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 8422.4 $0.79 $7,274.93 primer & 2 coats C3020 Floor Finishes $4.92 $45,061.70 C30204100080 Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz 5496 $3.34 $30,600.85 C30204101600 Vinyl, composition tile, maximum 2748 $0.72 $6,636.72 C30204101720 Tile, ceramic natural clay 916 $0.85 $7,824.13 03030 Ceiling Finishes $9.36 $85,720.84 C30302106000 Acoustic ceilings, 3/4" fiberglass board, 24" x 48" tile, tee grid, 9160 $9.36 $85,720.84 suscendedsunnort . D2010 Plumbing Fixtures $2.77 $25,354.44 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 2.29 $0.99 $9,077.58 D20102102000 Urinal, vitreous china, wall hung 0.92 $0.15 $1,342.18 D20103101560 Lavatory w/trim, vanity top, PE on Cl, 20" x 18" 1.83 $0.37 $3,347.84 D20104404340 Service sink w/trim, PE on Cl,wall hung w/rim guard, 24" x 20" 1.37 $0.89 $8,161.11 D20108201920 Water cooler, electric, wall hung, wheelchair type, 7.5 GPH 1.37 $0.37 $3,425.73 D2020 Domestic Water Distribution $0.66 $6,057.78 D20202501860 Gas fired water heater, commercial, 100 < F rise, 100 MBH input, 91 0.46 $0.66 $6,057.78 GPH D3050 Terminal& Package Units $17.65 $161,683.62 D30501553960 Rooftop, multizone, air conditioner, offices, 25,000 SF, 79.16 ton 9160 $17.65 $161,683.62 D4010 Sprinklers $4.08 $37,418.18 D40104100600 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 5000 SF 3114.4 $1.74 $15,982.29 D40104100720 Wet pipe sprinkler systems, steel, light hazard, each additional floor, 6045.6 $2.04 $18,665.79 5000 SF D40104108930 Standard High Rise Accessory Package 3 story 0.46 $0.30 $2,770.10 D4020 Standpipes $1.29 $11,833.14 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 0.55 $0.69 $6,295.16 floor D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 2.06 $0.60 $5,537.98 additional floors D5010 Electrical Service/Distribution $9.28 $85,047.75 D50101200440 Overhead service installation, includes breakers, metering, 20' conduit 1.25 $2.84 $26,043.13 & wire. 3 chase. 4 wire. 120/208 V. 1000 A D50102300440 Feeder installation 600 V, including RGS conduit and XHHW wire, 100 $3.14 $28,729.40 1000 A D50102400320 Switchgear installation, incl switchboard, panels & circuit breaker, 1.2 $3.31 $30,275.22 120/208 V. 3 phase. 1200 A D5020 Lighting and Branch Wiring $14.99 $137,335.06 D50201100640 Receptacles incl plate, box, conduit, wire, 16.5 per 1000 SF, 2.0 W per 9160 $5.39 $49,397.77 SF. with transformer D50201350320 Miscellaneous power, 1.2 watts 9160 $0.39 $3,574.23 D50201400280 Central air conditioning power, 4 watts 9160 $0.73 $6,687.99 D50201452080 Motor installation, three phase, 460 V, 15 HP motor size 2 $0.57 $5,265.41 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 10534 $7.90 $72,409.66 10 fixtures Q32watt Der 1000 SF D5030 Communications and Security $4.74 $43,439.19 D50303101020 Telephone wiring for offices & laboratories, 8 jacks/MSF 6870 $1.80 $16,500.71 D50309100454 Communication and alarm systems, fire detection, addressable, 50 0.46 $2.24 $20,530.49 detectors, includes outlets, boxes, conduit and wire D50309100462 Fire alarm command center, addressable with voice, excl. wire & 0.46 $0.70 $6,407.99 conduit D50309200110 Internet wiring, 8 data/voice outlets per 1000 S.F. 1 $0.00 $0.00 DRAFT AS OF MAY 23, 2022 67 CD 0 r+. O C CD O Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S E1090 Other Equipment $0.00 $0.00 SubTotal 100% $138.88 $1,272,172.02 Contractor Fees (General Conditions,Overhead,Profit) 15.0% $20.83 $190,825.80 Architectural Fees 0.0% $0.00 $0.00 User Fees 0.0% $0.00 $0.00 DRAFT AS OF MAY 23, 2022 68 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S BLOCK 52 REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Parcel G -121 Broadway West, Monticello, Minnesota 55362 Building Name or Type Parcel ID 155010052031 Store Front Lutheran Church Code Related Cost 11 ems r Unit Cost Units Unit Total Quantity Accessibility Items Parking Code required accessible parking should be created $ 100.00 Lump Accessible Route A code required accessible route into the building should be created $1,000.00 Lump Restroom Make the restroom fully code compliant $ 0.05 SF Hospitality Area Make the hospitality area fully code compliant $1,000.00 Lump Structural Elements Exiting Flooring Kepair/replace damaged/uneven Tlooring to create a code required unimpeded means for emergency egress Door Hardware Install code compliant door hardware Glass Doors Install code required 10 -inch kick plates on glass doors Exit Signs Install code compliant exit signs Fire Protection Smoke Detectors Install code required smoke detector system Emergency Lighting Install code compliant emergency lighting system Emergency Notification Install code required emergency notification system Sprinkler System Install code required building sprinkler system Fire Caulking Install code required Tire caulKing In tnrougn wall, Tloor, and ceiling penetrations Exterior Construction Block 52 TIF District LHB Project No. 220047 Page 1 of 2 $ 3.34 SF $ 250.00 EA $ 100.00 EA $ 0.25 SF 1 1 9,160 9,160 $ 6 $ 6 $ 9,160 $ 100.00 1,000.00 458.00 1,000.00 30,594.40 1,500.00 600.00 2,290.00 $ 2.24 SF 9,160 $ 20,518.40 $ 0.95 SF 9,160 $ 8,702.00 $ 0.70 SF 9,160 $ 6,412.00 $ 5.37 SF 9,160 $ 49,189.20 $ 0.07 SF 9,160 $ 641.20 Code Deficiency Cost Report Parcel G -121 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 69 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Roof Construction Roofing Material Remove failed roofing material Install roofing material to prevent water intrusion per code Mechanical- Electrical Mechanical Install code compliant HVAC system Electrical Install code compliant lighting system Install code compliant electrical wiring system Energy Code Unit Cost Units Unit Total Quantity $ 0.15 SF 9,160 $ 1,374.00 $ 1.27 SF 9,160 $ 11,633.20 $ 17.65 SF 9,160 $ 161,674.00 $ 7.90 SF 9,160 $ 72,364.00 $ 5.39 SF 9,160 $ 49,372.40 Total Code Improvements $ 419,423 Ell Block 52 TIF District LHB Project No. 220047 Page 2 of 2 Code Deficiency Cost Report Parcel G - 121 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 70 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel G: 121 Broadway West 20220127_094420.jpg 20220127_094731.jpg 20220127_094759.jpg 20220127_094442.jpg 20220127_094739.jpg 20220127_094803.jpg 20220127_094827.jpg 20220127_094902.jpg 1 20220127_094514.jpg 20220127_094747.jpg rIF E 20220127_094815.jpg 20220127_094909.jpg DRAFT AS OF MAY 23, 2022 71 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel G: 121 Broadway West x t, 20220127_094926.jpg 20220127_094937.jpg 20220127_094952.jpg 20220127_095015.jpg 20220127_095041.jpg 20220127_095058.jpg 20220127_095044.jpg Ak, 20220127_095110.jpg `A 20220127_094949.jpg 20220127_095029.jpg 20220127_095053.jpg 20220127_095156.jpg DRAFT AS OF MAY 23, 2022 72 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel G: 121 Broadway West ,I \ 20220127_095204.jpg 20220127_095232.jpg 20220127_095310.jpg 20220127_095613.jpg i= 1 1 20220127_095208.jpg 20220127_095248.jpg 20220127_095313.jpg 20220127_095622.jpg 3 20220127_095221.jpg 20220127_095301.jpg 20220127_095320.jpg 20220127_095724.jpg DRAFT AS OF MAY 23, 2022 73 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel G: 121 Broadway West 20220127_104734.jpg 20220127_104747.jpg DRAFT AS OF MAY 23, 2022 74 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 R5Means data Fran M771^rr Square Foot Cost Estimate Report Estimate Name: 113 Broadway W Building Type: Office, 1 Story with Vinyl Clapboard / Wood Frame Location: MONTICELLO, MN Story Count: 1 Story Height (L.F.): 14 Floor Area (S.F.): 4896 Labor Type: OPN Basement Included: Yes Data Release: Year 2022 Cost Per Square Foot: $231.50 Building Cost: $1,133,408.49 Date: 1/31/2022 C"sts are derived from a building model with basic components. Scope ddferences and market conditions can cause costs to vary significantly. Quantity % of Total Cost Per S.F. Cost A1010 Standard Foundations $6.98 $34,178.11 A10101102700 Strip footing, concrete, reinforced, load 11.1 KLF, soil bearing capacity 306 $3.17 $15,543.58 6 KSF. 12" deep x 24" wide A10102107410 Spread footings, 3000 PSI concrete, load 100K, soil bearing capacity 6 36.11 $3.81 $18,634.53 KSF. 4' - 6" sauare x 15" deer) A1030 Slab on Grade $6.72 $32,912.09 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 4896 $6.72 $32,912.09 A2010 Basement Excavation $4.56 $22,313.81 A20101104620 Excavate and fill, 10,000 SF, 8' deep, sand, gravel, or common earth, 4896 $4.S6 $22,313.81 on site storaee A2020 Basement Walls $18.69 $91,495.22 A20201107260 Foundation wall, CIP, 12' wall height, pumped, .444 CY/LF, 21.59 PLF, 306 $18.69 $91,495.22 " thick B1010 Floor Construction $29.40 $143,933.22 B10102030860 Cast -in-place concrete column, 12" square, tied, 200K load, 12' story 433.27 $7.98 $39,058.77 h e i e h t. 142 I bs/ L F. 4000 P S I B10102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 4896 $0.68 $3,333.98 BF/MSF. 160 PSF total allowable load B10102221720 Flat slab, concrete, with drop panels, 6" slab/2.5" panel, 12" column, 4896 $17.08 $83,599.20 15'x15' bay, 75 PSF superimposed load, 153 PSF total load B10107203700 Fireproofing, gypsum board, fire rated, 2 layer, 1" thick, 14" steel 406.98 $3.66 $17,941.27 column. 3 hour ratine. 22 PLF B1020 Roof Construction $6.94 $33,978.24 810201024100 Wood roof, flat rafter, 2" x 12", 12" O.C. 4896 $6.94 $33,978.24 B2010 Exterior Walls $11.20 $54,835.20 B20101525170 E.I.F.S., plywood sheathing, 1x8 fascia, R16 insulation, stud wall, 2" x 3427.2 $11.20 $54,835.20 6". 16" O.C.. 4" EPS 82020 Exterior Windows $6.08 $29,789.82 B20201066550 Windows, aluminum, awning, insulated glass, 4'-5" x 5'-3" 37.25 $6.08 $29,789.82 B2030 Exterior Doors $4.61 $22,574.61 B20301106950 Door, aluminum & glass, with transom, narrow stile, double door, 1.4 $2.37 $11,600.37 hardware. 6'-0" x 10'-0" onenine B20301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'-0" 1.4 $1.21 $5,914.35 x 10'-0" onenine 820302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-0" 1.4 $1.03 $5,059.89 x 7'-0" onenine B3010 Roof Coverings $2.35 $11,501.55 830101202000 Roofing, single ply membrane, EPDM, 45mils, fully adhered 4896 $2.02 $9,889.92 B30106100200 Gutters, box, aluminum, .032" thick, 5", enameled finish 153 $0.26 $1,283.43 B30106200200 Downspout, aluminum, rectangular, 2" x 3", enameled, .024" thick 61.2 $0.07 $328.20 01010 Partitions $4.53 $22,165.26 C10101241200 Wood partition, 5/8"fire rated gypsum board face, none base,2 x 4,@ 1713.6 $1.93 $9,465.14 16" OC framine.same or)r)osite face. 0 insul C10101241425 Wood partition, 5/8" fire rated gypsum board face, 1/4"sound 734.4 $1.38 $6,768.15 deadening gypsum board, 2x4 @ 16" OC framing, same opposite face, -ind ntt-intinn inad DRAFT AS OF MAY 23, 2022 75 CD n O CD CD O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C10101280700 Gypsum board, 1 face only, exterior sheathing, fire resistant, 5/8" 3427.2 $0.71 $3,498.79 010101280960 Add for the following: taping and finishing 3427.2 $0.50 $2,433.18 C1020 Interior Doors $4.59 $22,457.06 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 15.4 $4.59 $22,457.06 flush. 3'-0" x 7'-0" x 1-3/8" C1030 Fittings $0.45 $2,183.92 C10301100420 Toilet partitions, cubicles, ceiling hung, plastic laminate 2.1 $0.45 $2,183.92 03030 Wall Finishes $1.47 $7,189.25 C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 4896 $0.86 $4,228.97 Drimer & 2 coats C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 3427.2 $0.60 $2,960.28 primer & 2 coats 03020 Floor Finishes $4.92 $24,085.38 C30204100080 Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz 2937.6 $3.34 $16,356.09 C30204101600 Vinyl, composition tile, maximum 1468.8 $0.72 $3,547.31 C30204101720 Tile, ceramic natural clay 489.6 $0.85 $4,181.98 C3030 Ceiling Finishes $9.36 $45,817.60 C30302106000 Acoustic ceilings, 3/4" fiberglass board, 24" x 48" tile, tee grid, 4896 $9.36 $45,817.60 susoendedsunnon r ■ -®®® D1010 Elevators and Lifts $16.55 $81,006.30 D10101102200 Hydraulic, passenger elevator, 3000 Ib, 2 floors, 100 FPM 1 $16.55 $81,006.30 D2010 Plumbing Fixtures $3.96 $19,380.95 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 2.1 $1.70 $8,317.63 D20102102000 Urinal, vitreous china, wall hung 0.7 $0.21 $1,024.85 D20103101560 Lavatory w/trim, vanity top, PE on Cl, 20" x 18" 2.1 $0.78 $3,834.46 D20104404340 Service sink w/trim, PE on Cl,wall hung w/rim guard, 24" x 20" 0.7 $0.85 $4,154.38 D20108202080 Water cooler, electric, floor mounted, dual height, 14.3 GPH 0.7 $0.42 $2,049.63 D2020 Domestic Water Distribution $1.89 $9,251.06 D20202501860 Gas fired water heater, commercial, 100 < F rise, 100 MBH input, 91 0.7 $1.89 $9,251.06 GPH D3050 Terminal & Package Units $21.38 $104,661.55 D30501553840 Rooftop, multizone, air conditioner, offices, 10,000 SF, 31.66 ton 4896 $21.38 $104,661.55 D4010 Sprinklers $3.76 $18,412.88 D40104100620 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 10,000 SF 4896 $3.76 $18,412.88 D4020 Standpipes $1.96 $9,613.57 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 0.84 $1.96 $9,613.57 floor D5010 Electrical Service/Distribution $7.87 $38,544.49 D50101200320 Overhead service installation, includes breakers, metering, 20' conduit 1.25 $1.66 $8,111.94 & wire. 3 chase. 4 wire. 120/208 V. 400 A D50102300320 Feeder installation 600 V, including RGS conduit and XHHW wire, 400 100 $2.06 $10,081.45 A D50102400240 Switchgear installation, incl switchboard, panels & circuit breaker, 1.2 $4.16 $20,351.10 120/208 V. 3 chase. 600 A D5020 Lighting and Branch Wiring $15.49 $75,856.36 D50201100640 Receptacles incl plate, box, conduit, wire, 16.5 per 1000 SF, 2.0 W per 4896 $5.39 $26,403.00 SF. with transformer D50201350320 Miscellaneous power, 1.2 watts 4896 $0.39 $1,910.42 D50201400280 Central air conditioning power, 4 watts 4896 $0.73 $3,574.72 D50201452080 Motor installation, three phase, 460 V, 15 HP motor size 2 $1.08 $5,265.41 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 5630.4 $7.90 $38,702.81 10 fixtures 032watt per 1000 SF D5030 Communications and Security $5.60 $27,435.10 D50303101020 Telephone wiring for offices & laboratories, 8 jacks/MSF 3672 $1.80 $8,819.59 D50309100452 Communication and alarm systems, fire detection, addressable, 25 0.7 $3.29 $16,109.40 detectors, includes outlets, boxes, conduit and wire D50309100460 Fire alarm command center, addressable without voice, excl. wire & 0.7 $0.51 $2,506.11 conduit D50309200110 Internet wiring, 8 data/voice outlets per 1000 S.F. 1 $0.00 $0.00 ■Equipment & Furnishingsrrr rrr rrr DRAFT AS OF MAY 23, 2022 76 N 0 O r N O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 E1090 Other Equipment $0.00 $0.00 SubTotal 100% $201.30 $985,572.60 Contractor Fees (General Conditions,Overhead,Profit) 15.0% $30.20 $147,835.89 Architectural Fees 0.0% $0.00 $0.00 User Fees Total Building Cost 0.0% $0.00 $0.00 Ell DRAFT AS OF MAY 23, 2022 77 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S BLOCK 52 REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Parcel H -113 Broadway West, Monticello, Minnesota 55362 Building Name or Type Parcel ID 155010052060 Preferred Title Inc. r Code Related Cost I erns r Unit Cost Units Unit Quantity Total Accessibility Items 300.00 Glass Doors Parking Create code required accessible parking $ 100.00 Lump 1 $ 100.00 Accessible Route 4 $ 400.00 Create a code required accessible route into the building $ 500.00 Lump 1 $ 500.00 Create a code required accessible route to all levels of the building $ 16.55 SF 4,896 $ 81,028.80 Restroom EA 1 $ Modify restoom to comply with accessibility code $ 3.14 SF 4,896 $ 15,373.44 Structural Elements Exiting Thresholds Install code compliant thresholds $ 150.00 EA 2 $ 300.00 Glass Doors Install code required 10 -inch kick plates on glass doors $ 100.00 EA 4 $ 400.00 Secondary Exiting Modify secondary exit to comply with code $1,500.00 EA 1 $ 1,500.00 Stairs Modify basement stairs to comply with code $ 0.75 SF 4,896 $ 3,672.00 Floor to Ceiling Height Modify basement floor to ceiling height to comply with code $ 20.00 SF 2,448 $ 48,960.00 Exit Signage Install code compliant exit signage $ 0.35 SF 4,896 $ 1,713.60 Emergency Lighting Install code compliant emergency lighting $ 0.70 SF 4,896 $ 3,427.20 Fire Protection Smoke Detectors Install code compliant smoke detector system $ 3.29 SF 4,896 $ 16,107.84 Emergency Notification Install a code required emergency notification system $ 0.51 SF 4,896 $ 2,496.96 Building Sprinkler System Install a code required building sprinkler system $ 5.72 SF 4,896 $ 28,005.12 Exterior Construction Stucco Block 52 TIF District Code Deficiency Cost Report LHB Project No. 220047 Page 1 of 2 Parcel H -113 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 78 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 I L pr ..• Related Cost Items Unit Cost Units Unit Quantity Kepair/repiace aamagea/missing exterior stucco to prevent water intrusion per code $ 10.00 SF 300 $ 3,000.00 Roof Construction Roofing Material Remove failed roofing mateial $ 0.20 SF 4,896 $ 979.20 Install roofing material to prevent water intrusion per code $ 2.35 SF 4,896 $ 11,505.60 Mechanical- Electrical Mechanical Install code compliant HVAC system $ 21.38 SF 4,896 $ 104,676.48 Electrical Install code compliant lighting system $ 7.90 SF 4,896 $ 38,678.40 Install code compliant electrical wiring system $ 5.39 SF 4,896 $ 26,389.44 Total Code Improvements $ 388,814 Energy Code Block 52 TIF District LHB Project No. 220047 Code Deficiency Cost Report Page 2 of 2 Parcel H -113 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 79 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 DRAFT AS OF MAY 23, 2022 80 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West 20220127_091710.jpg 20220127_091939.jpg 20220127_092243.jpg 20220127_092316.jpg 20220127_091816.jpg 20220127_091942.1ipg 20220127_092246.jpg 20220127_092339.jpg 2 20220127_091930.jpg 20220127_092115.jpg 20220127_092247.jpg �6 Q x n 20220127_092344.jpg DRAFT AS OF MAY 23, 2022 81 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West 20220127_092356.jpg 20220127_092455.jpg 20220127_092904.jpg 20220127_093034.jpg 20220127_092411.jpg 20220127_092819.jpg 20220127_092908.jpg 20220127_093044.jpg 3 20220127_092440.jpg 20220127_092852.jpg 20220127_092919.jpg 20220127_093058.jpg DRAFT AS OF MAY 23, 2022 82 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West 20220127_093108.jpg AF ■ t\ 20220127_093407.jpg 20220127_093627(1).jpg 20220127_093326.jpg 20220127_093437.jpg VA I IF ■ � \ 'i e 20220127_093627 (4).jpg 20220127_093627 (2).jpg . am 20220127_093627 (5).jpg 4 20220127_093353.jpg 20220127_093518.jpg Mg. MAE ' -- iS}� r, 20220127_093627 (3).jpg 20220127_093627 (6).jpg DRAFT AS OF MAY 23, 2022 83 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West 20220127_093627 (7).jpg 20220127_093627 (10).jpg 20220127_093627 (13).jpg 20220127_093627 (16).jpg 20220127_093627 (8).jpg 20220127_093627 (11).jpg Y 20220127_093627(14).jpg 20220127_093627 (17).jpg 5 20220127_093627 (9).jpg ft.w..M 20220127_093627 (12).jpg 20220127_093627 (15).jpg 20220127_093627 (18).jpg DRAFT AS OF MAY 23, 2022 84 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West •Foy: , 20220127_093627(19).jpg 20220127_093627(20).jpg 20220127_093627(22).jpg —dEL2, rMN VNIM a 20220127_093705.jpg 20220127_093916.jpg te; - 20220127_093650.jpg 20220127_093749.jpg 20220127_093942.jpg 6 20220127_093627 (21).jpg 20220127_093658.jpg 1 i 20220127_093846.jpg 20220127_094019.jpg DRAFT AS OF MAY 23, 2022 85 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel H: 113 Broadway West 20220127_094043.jpg 20220127_094217.jpg 20220127_095834.jpg 20220127_094048.jpg 20220127_095810.jpg 20220127_095859.jpg 20220127_094153.jpg 20220127_095831.jpg 20220127_095901.jpg DRAFT AS OF MAY 23, 2022 86 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 RSMeans data rear oaworwir Square Foot Cost Estimate Report stimate Name: 107 Broadway W Building Type: Commercial, 2 Story E.I.F.S. / Wood Frame Location: MONTICELLO, MN Story Count: 2 Story Height (L.F.): 12.00 Floor Area (S.F.): 3440 Labor Type: OPN Basement Included: No Data Release: Year 2022 Cost Per Square Foot: $189.55 Building Cost: $652,052.92 Date: 1/31/2022 Costs are derived from a building model wdh basic componenu. Scope differences and market conditions can cause cosu to vary significantly. Quantity % of Total Cost Per S.F. Cost A1010 Standard Foundations $10.36 $35,628.95 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 204 $5.77 $19,865.11 12" thick A10101103100 Strip footing, concrete, reinforced, load 14.8 KLF, soil bearing capacity 204 $3.51 $12,078.43 6 KSF. 12" deer) x 32" wide A10102107700 Spread footings, 3000 PSI concrete, load 200K, soil bearing capacity 6 3.44 $1.07 $3,685.41 KSF. 6' - 0" souare x 20" deer) A1030 Slab on Grade $3.36 $11,562.25 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 1720 $3.36 $11,562.25 A2010 Basement Excavation $0.18 $631.86 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, 1720 $0.18 $631.86 on site storage B1010 Floor Construction $21.32 $73,333.41 B10102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 1720 $0.34 $1,171.25 BF/MSF. 160 PSF total allowable load B10102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 1720 $0.34 $1,171.25 BF/MSF. 160 PSF total allowable load B10102643050 Wood beam and joist floor, 12"x16" girder, 8"x16" beam, 2x10 joists 1720 $11.59 $39,870.44 0 16". 20'x20' bay. 75 PSF LL. 102 PSF total load B10107203700 Fireproofing, gypsum board, fire rated, 2 layer, 1" thick, 14" steel 652.8 $8.37 $28,777.97 column. 3 hour ratine. 22 PLF B1020 Roof Construction $1.84 $6,312.40 B10201023800 Wood roof, flat rafter, 2" x 10", 24" O.C. 1720 $1.84 $6,312.40 B2010 Exterior Walls $16.11 $55,422.72 B20101525100 E.I.F.S., plywood sheathing, 1x8 fascia, R4 insulation, stud wall, 2" x 3916.8 $16.11 $55,422.72 4". 16" O.C.. 1" EPS 82020 Exterior Windows $9.90 $34,045.51 B20201066550 Windows, aluminum, awning, insulated glass, 4'-5" x 5'-3" 42.57 $9.90 $34,045.51 B2030 Exterior Doors $1.61 $5,551.44 B20301106950 Door, aluminum & glass, with transom, narrow stile, double door, 0.34 $0.83 $2,852.71 hardware. 6-0" x 10'-0" or)enine B20301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'-0" 0.34 $0.42 $1,454.43 X 10'-0" opening B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-0" 0.34 $0.36 $1,244.30 x 7'-0" oneniniz B3010 Roof Coverings $1.38 $4,746.90 B30101202000 Roofing, single ply membrane, EPDM, 45mils, fully adhered 1720 $1.01 $3,474.40 B30106100050 Gutters, box, aluminum, .027" thick, 5", enameled finish 102 $0.25 $851.46 B30106200100 Downspout, aluminum, rectangular, 2" x 3", embossed mill finish, 81.6 $0.12 $421.04 .0 0" thick C3030 Partitions $3.52 $12,099.66 C10101241200 Wood partition, 5/8"fire rated gypsum board face, none base,2 x 4,@ 963.2 $1.55 $5,320.27 16" OC framine.same or)r)osite face. 0 insul C10101280700 Gypsum board, 1 face only, exterior sheathing, fire resistant, 5/8" 3916.8 $1.16 $3,998.62 C10101280960 Add for the following: taping and finishing 3916.8 $0.81 $2,780.77 C1020 Interior Doors $4.68 $16,082.09 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 11.03 $4.68 $16,082.09 flush. 3'-0" x 7-0" x 1-3/8" DRAFT AS OF MAY 23, 2022 87 CD 0 O CD CD O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C1030 Fittings $0.26 $895.10 C10301100420 Toilet partitions, cubicles, ceiling hung, plastic laminate 0.86 $0.26 $895.10 C2010 Stair Construction $0.82 $2,817.64 C20101101150 Stairs, wood, prefab basement type, oak treads, wood rails 3'-0" W, 1.2 $0.82 $2,817.64 14 risers C3010 Wall Finishes $3.35 $11,520.50 C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 3916.8 $0.69 $2,377.07 orimer & 2 coats C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 2752 $0.98 $3,383.18 primer & 2 coats C3020 Floor Finishes $4.92 $16,922.73 C30204100080 Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz 2064 $3.34 $11,492.02 C30204101600 Vinyl, composition tile, maximum 1032 $0.72 $2,492.39 C30204101720 Tile, ceramic natural clay 344 $0.85 $2,938.32 03030 Ceiling Finishes $9.36 $32,192.11 C30302106000 Acoustic ceilings, 3/4" fiberglass board, 24" x 48" tile, tee grid, 3440 $9.36 $32,192.11 susnendedsu000rt ' ■ -®® D2010 Plumbing Fixtures $2.77 $9,521.76 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 0.86 $0.99 $3,409.05 D20102102000 Urinal, vitreous china, wall hung 0.34 $0.15 $504.05 D20103101560 Lavatory w/trim, vanity top, PE on Cl, 20" x 18" 0.69 $0.37 $1,257.27 D20104404340 Service sink w/trim, PE on Cl,wall hung w/rim guard, 24" x 20" 0.52 $0.89 $3,064.87 D20108201920 Water cooler, electric, wall hung, wheelchair type, 7.5 GPH 0.52 $0.37 $1,286.52 D2020 Domestic Water Distribution $0.66 $2,274.98 D20202501860 Gas fired water heater, commercial, 100 < F rise, 100 MBH input, 91 0.17 $0.66 $2,274.98 GPH D3050 Terminal& Package Units $17.65 $60,719.61 D30501553960 Rooftop, multizone, air conditioner, offices, 25,000 SF, 79.16 ton 3440 $17.65 $60,719.61 D4010 Sprinklers $4.08 $14,052.24 D40104100600 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 5000 SF 1169.6 $1.74 $6,002.08 D40104100720 Wet pipe sprinkler systems, steel, light hazard, each additional floor, 2270.4 $2.04 $7,009.86 5000 SF D40104108930 Standard High Rise Accessory Package 3 story 0.17 $0.30 $1,040.30 D4020 Standpipes $1.29 $4,443.89 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 0.21 $0.69 $2,364.12 floor D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 0.77 $0.60 $2,079.77 additional floors D5010 Electrical Service/Distribution $24.72 $85,047.75 D50101200440 Overhead service installation, includes breakers, metering, 20' conduit 1.25 $7.57 $26,043.13 & wire. 3 chase. 4 wire. 120/208 V. 1000 A D50102300440 Feeder installation 600 V, including RGS conduit and XHHW wire, 100 $8.35 $28,729.40 1000 A D50102400320 Switchgear installation, incl switchboard, panels & circuit breaker, 1.2 $8.80 $30,275.22 120/208 V. 3 Dhase. 1200 A D5020 Lighting and Branch Wiring $15.95 $54,863.63 D50201100640 Receptacles incl plate, box, conduit, wire, 16.5 per 1000 SF, 2.0 W per 3440 $5.39 $18,551.13 SF. with transformer D50201350320 Miscellaneous power, 1.2 watts 3440 $0.39 $1,342.29 D50201400280 Central air conditioning power, 4 watts 3440 $0.73 $2,511.65 D50201452080 Motor installation, three phase, 460 V, 15 HP motor size 2 $1.53 $5,265.41 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 3956 $7.90 $27,193.15 10 fixtures 032watt Der 1000 SF D5030 Communications and Security $4.74 $16,313.41 D50303101020 Telephone wiring for offices & laboratories, 8 jacks/MSF 2580 $1.80 $6,196.77 D50309100454 Communication and alarm systems, fire detection, addressable, 50 0.17 $2.24 $7,710.14 detectors, includes outlets, boxes, conduit and wire D50309100462 Fire alarm command center, addressable with voice, excl. wire & 0.17 $0.70 $2,406.50 conduit D50309200110 Internet wiring, 8 data/voice outlets per 1000 S.F. 1 $0.00 $0.00 ..uipment & Furnishingsrrr rrr rrr E1090 Other Equipment $0.00 $0.00 DRAFT AS OF MAY 23, 2022 88 I -I CD 0 O C CD O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S SubTotal Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees User Fees 100% $164.83 $567,002.54 15.0% $24.72 $85,050.38 0.0% $0.00 $0.00 0.0% $0.00 $0.00 DRAFT AS OF MAY 23, 2022 89 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S TIF PROJECT TITLE REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Parcel J -107 Broadway West, Monticello, Minnesota 55362 Parcel ID 155010052070 Accessibility Items Structural Elements Exiting Thresholds Modify thresholds to comply with code for maximum height Secondary Egress Install a code required secondary egress Carbon Monoxide Detectors Install code required carbon monoxide detectors Flooring Kepair/replacea aamagea tlooring to create an unimpeded means for emergency egress per code Stairway Modify stairway to comply with code Fire Protection Smoke Detectors Install code compliant smoke detector system Emergency Lighting Install code required emergency lighting Emergency Notification System Install code required emergency notification system Building Sprinkler System Install a code required building sprinkler system. Ground Fault Circuit Interrupters Install code required GFCI's Arc Fault Circuit Interrupters Install code required AFCI's Exterior Construction Windows Replace failed windows to prevent water intrusion per code Roof Construction Block 52 TIF District LHB Project No. 220047 Page 1 of 2 Building Name or Type Apartment $ 250.00 Lump 1 $ 250.00 $ 5,000.00 Lump 1 $ 5,000.00 $ 250.00 EA 3 $ 750.00 $ 2.34 SF 3,440 $ 8,049.60 $ 0.82 SF 3,440 $ 2,820.80 $ 2.24 SF 3,440 $ 7,705.60 $ 1.75 SF 3,440 $ 6,020.00 $ 0.70 SF 3,440 $ 2,408.00 $ 7.37 SF 3,440 $ 25,352.80 $ 150.00 EA 3 $ 450.00 $ 150.00 EA 6 $ 900.00 $ 9.90 SF 3,440 $ 34,056.00 Code Deficiency Cost Report Parcel J -107 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 90 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Roofing Material Remove failed roofing material Install roofing material to prevent water intrusion per code Mechanical- Electrical Mechanical Install code compliant HVAC system Electrical Install code compliant lighting system Install code compliant electrical wiring system Energy Code Pr Unit Cost Units Unit Total Quantity $ 0.50 SF 3,440 $ 1,720.00 $ 1.38 SF 3,440 $ 4,747.20 $ 17.65 SF 3,440 $ 60,716.00 $ 7.90 SF 3,440 $ 27,176.00 $ 5.39 SF 3,440 $ 18,541.60 Total Code Improvements $ 206,664 Ell Block 52 TIF District LHB Project No. 220047 Page 2 of 2 Code Deficiency Cost Report Parcel J - 107 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 91 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel J: 107 Broadway West r_ 20220127_095958.jpg 20220127_100052.jpg IMG_3754.jpg i IMG_3758.jpg IMG_3761.jpg IMG_3755.jpg IMG_3759.jpg IMG_3762.jpg 1 20220127_100159.jpg IMG_3756.jpg a IMG_3760.jpg IMG_3763.jpg DRAFT AS OF MAY 23, 2022 92 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel J: 107 Broadway West IMG_3764.jpg IMG_3767.jpg 41 IM G_3770.jpg IM G_3773.jpg DRAFT AS OF MAY 23, 2022 IMG_3765.jpg IMG_3768.1ipg IMG_3771.jpg IMG_3774.jpg 2 IMG_3766.jpg FL IMG_3769.jpg IMG_3772.jpg 93 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 FLS Means data men SMIAnr Square Foot Cost Estimate Report Estimate Name: 101 Broadway W Building Type: Office, 2 Story E.I.F.S. / Wood Frame Location: MONTICELLO, MN Story Count: 2 Story Height (L.F.): 12.00 Floor Area (S.F.): 1850 Labor Type: OPN Basement Included: No Data Release: Year 2022 Cost Per Square Foot: $263.18 Building Cost: $486,890.40 Date: 1/31/2022 Quantity % of Total Cost Per S.F. Cost A1010 Standard Foundations $19.69 $36,430.90 A10101051560 Foundation wall, CIP, 4' wall height, direct chute, .148 CY/LF, 7.2 PLF, 220 $11.58 $21,423.16 12" thick A10101103100 Strip footing, concrete, reinforced, load 14.8 KLF, soil bearing capacity 220 $7.04 $13,025.76 6 KSF. 12" deeo x 32" wide A10102107700 Spread footings, 3000 PSI concrete, load 200K, soil bearing capacity 6 1.85 $1.07 $1,981.98 KSF. 6' - 0" sauare x 20" deep A1030 Slab on Grade $3.36 $6,218.07 A10301202240 Slab on grade, 4" thick, non industrial, reinforced 925 $3.36 $6,218.07 A2010 Basement Excavation $0.18 $339.81 A20101104560 Excavate and fill, 10,000 SF, 4' deep, sand, gravel, or common earth, 925 $0.18 $339.81 on site storaee 81030 Floor Construction $29.05 $53,736.80 B10102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 925 $0.34 $629.89 BF/MSF. 160 PSF total allowable load B10102103450 Wood column, 8" x 8", 20'x 20' bay, 10' unsupported height, 133 925 $0.34 $629.89 BF/MSF. 160 PSF total allowable load B10102643050 Wood beam and joist floor, 12"x16" girder, 8"x16" beam, 2x10 joists 925 $11.59 $21,441.95 (a) 16". 20'x20' bay. 75 PSF LL. 102 PSF total load B10107203700 Fireproofing, gypsum board, fire rated, 2 layer, 1" thick, 14" steel 704 $16.78 $31,035.07 column. 3 hour ratine. 22 PLF B1020 Roof Construction $1.84 $3,394.75 B10201023800 Wood roof, flat rafter, 2" x 10", 24" O.C. 925 $1.84 $3,394.75 B2010 Exterior Walls $32.31 $59,769.60 B20101525100 E.I.F.S., plywood sheathing, 1x8 fascia, R4 insulation, stud wall, 2" x 4224 $32.31 $59,769.60 4". 16" O.C.. 1" EPS B2020 Exterior Windows $19.85 $36,715.74 B20201066550 Windows, aluminum, awning, insulated glass, 4'-5" x 5'-3" 45.91 $19.85 $36,715.74 B2030 Exterior Doors $1.61 $2,985.52 B20301106950 Door, aluminum & glass, with transom, narrow stile, double door, 0.18 $0.83 $1,534.16 hardware. 6'-0" x 10'-0" ooenine B20301107300 Door, aluminum & glass, with transom, bronze finish, hardware, 3'-0" 0.18 $0.42 $782.18 x 10'-0" ooenine B20302203450 Door, steel 18 gauge, hollow metal, 1 door with frame, no label, 3'-0" 0.18 $0.36 $669.18 x 7'-0" ooenine 83010 Roof Coverings $1.75 $3,240.81 B30101202000 Roofing, single ply membrane, EPDM, 45mils, fully adhered 925 $1.01 $1,868.50 B301061000SO Gutters, box, aluminum, .027" thick, 5", enameled finish 110 $0.S0 $918.25 B30106200100 Downspout, aluminum, rectangular, 2" x 3", embossed mill finish, 88 $0.25 $454.06 .020" thick C3010 Partitions $6.60 $12,218.23 C10101241200 Wood partition, 5/8"fire rated gypsum board face, none base,2 x 4,@ 518 $1.55 $2,861.19 16" OC framina.same 0000site face. 0 insul C10101241425 Wood partition, 5/8" fire rated gypsum board face, 1/4"sound 222 $1.11 $2,045.93 deadening gypsum board, 2x4 @ 16" OC framing, same opposite face, -ind attanuatinn in -I C10101280700 Gypsum board, 1 face only, exterior sheathing, fire resistant, 5/8" 4224 $2.33 $4,312.24 C10101280960 Add for the following: taping and finishing 4224 $1.62 $2,998.87 DRAFT AS OF MAY 23, 2022 94 CD 0 O CD CD O El TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 C1020 Interior Doors $4.68 $8,648.80 C10201022600 Door, single leaf, kd steel frame, hollow metal, commercial quality, 5.93 $4.68 $8,648.80 flush. 3'-0" x 7'-0" x 1-3/8" C1030 Fittings $0.26 $481.37 C10301100420 Toilet partitions, cubicles, ceiling hung, plastic laminate 0.46 $0.26 $481.37 C2010 Stair Construction $0.82 $1,515.30 C20101101150 Stairs, wood, prefab basement type, oak treads, wood rails 3'-0" W, 0.65 $0.82 $1,515.30 14 risers 03030 Wall Finishes $2.66 $4,926.89 C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 1480 $0.69 $1,278.37 primer & 2 coats C30102300140 Painting, interior on plaster and drywall, walls & ceilings, roller work, 4224 $1.97 $3,648.52 primer & 2 coats C3020 Floor Finishes $4.92 $9,100.89 C30204100080 Carpet tile, nylon, fusion bonded, 18" x 18" or 24" x 24", 35 oz 1110 $3.34 $6,180.30 C30204101600 Vinyl, composition tile, maximum 555 $0.72 $1,340.39 C30204101720 Tile, ceramic natural clay 185 $0.85 $1,580.20 C3030 Ceiling Finishes $4.84 $8,954.00 C30302106800 Acoustic ceilings, 3/4" mineral fiber, 12" x 12" tile, 1" x 3" wood, 12" 925 $4.84 $8,954.00 OC erid. wood sunoort D2010 Plumbing Fixtures $2.77 $5,120.72 D20101102080 Water closet, vitreous china, bowl only with flush valve, wall hung 0.46 $0.99 $1,833.36 D20102102000 Urinal, vitreous china, wall hung 0.18 $0.15 $271.07 D20103101S60 Lavatory w/trim, vanity top, PE on Cl, 20" x 18" 0.37 $0.37 $676.15 D20104404340 Service sink w/trim, PE on Cl,wall hung w/rim guard, 24" x 20" 0.28 $0.89 $1,648.26 D20108201920 Water cooler, electric, wall hung, wheelchair type, 7.5 GPH 0.28 $0.37 $691.88 D2020 Domestic Water Distribution $0.66 $1,223.46 D20202501860 Gas fired water heater, commercial, 100 < F rise, 100 MBH input, 91 0.09 $0.66 $1,223.46 GPH D3050 Terminal& Package Units $17.65 $32,654.44 D30501553960 Rooftop, multizone, air conditioner, offices, 25,000 SF, 79.16 ton 1850 $17.65 $32,654.44 D4010 Sprinklers $4.08 $7,557.16 D40104100600 Wet pipe sprinkler systems, steel, light hazard, 1 floor, 5000 SF 629 $1.74 $3,227.86 D40104100720 Wet pipe sprinkler systems, steel, light hazard, each additional floor, 1221 $2.04 $3,769.84 5000 SF D40104108930 Standard High Rise Accessory Package 3 story 0.09 $0.30 $559.46 D4020 Standpipes $1.29 $2,389.88 D40203101540 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 0.11 $0.69 $1,271.40 floor D40203101560 Wet standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 0.42 $0.60 $1,118.48 additional floors D5010 Electrical Service/Distribution $45.97 $85,047.75 D50101200440 Overhead service installation, includes breakers, metering, 20' conduit 1.25 $14.08 $26,043.13 & wire. 3 phase. 4 wire. 120/208 V. 1000 A D50102300440 Feeder installation 600 V, including RGS conduit and XHHW wire, 100 $15.53 $28,729.40 1000 A D50102400320 Switchgear installation, incl switchboard, panels & circuit breaker, 1.2 $16.36 $30,275.22 120/208 V. 3 phase. 1200 A D5020 Lighting and Branch Wiring $17.26 $31,938.87 D50201100640 Receptacles incl plate, box, conduit, wire, 16.5 per 1000 SF, 2.0 W per 1850 $5.39 $9,976.63 SF. with transformer D50201350320 Miscellaneous power, 1.2 watts 1850 $0.39 $721.87 D50201400280 Central air conditioning power, 4 watts 1850 $0.73 $1,350.74 D50201452080 Motor installation, three phase, 460 V, 15 HP motor size 2 $2.85 $5,265.41 D50202100520 Fluorescent fixtures recess mounted in ceiling, 1.6 watt per SF, 40 FC, 2127.5 $7.90 $14,624.22 10 fixtures 032watt per 1000 SF D5030 Communications and Security $4.74 $8,773.20 D50303101020 Telephone wiring for offices & laboratories, 8 jacks/MSF 1387.5 $1.80 $3,332.57 D50309100454 Communication and alarm systems, fire detection, addressable, 50 0.09 $2.24 $4,146.44 detectors, includes outlets, boxes, conduit and wire D50309100462 Fire alarm command center, addressable with voice, excl. wire & 0.09 $0.70 $1,294.19 conduit D50309200110 Internet wiring, 8 data/voice outlets per 1000 S.F. 1 $0.00 $0.00 DRAFT AS OF MAY 23, 2022 95 CD 0 r+. O C CD O Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S E1090 Other Equipment $0.00 $0.00 SubTotal Contractor Fees (General Conditions,Overhead,Profit) Architectural Fees User Fees 100% $228.86 $423,382.96 15.0% $34.33 $63,507.44 0.0% $0.00 $0.00 0.0% $0.00 $0.00 Ell DRAFT AS OF MAY 23, 2022 96 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S BLOCK 52 REDEVELOPMENT TIF DISTRICT Code Deficiency Cost Report Parcel K -101 Broadway West, Monticello, Minnesota 55362 Building Name or Type Parcel ID 15501002090 "What The Art" Building Code Related Cost Items Unit Cost Units n .. Quantity Accessibility Items Parking Create code required accessible parking $ 100.00 Lump 1 $ 100.00 Accessible Routes Create a code required accessible route into the building $ 500.00 Lump 1 $ 500.00 Restroom Modify restroom to comply with accessibility code $ 1.77 SF 1,850 $ 3,274.50 Structural Elements Exiting Glass Doors Install code required 10 -inch kick plates on glass doors $ 100.00 EA 4 $ 400.00 Thresholds Modify thresholds to comply with code for maximum height $ 250.00 Lump 1 $ 250.00 Door Hardware Install code compliant door hardware $ 250.00 EA 6 $ 1,500.00 Internal Passageways Modify internal passageways to comply with code for minimum width $ 5,000.00 Lump 1 $ 5,000.00 Stairs Modify stairs to comply with code $ 0.82 SF 1,850 $ 1,517.00 Flooring Kepainreplace aamagea flooring to create an unimpeaea means Tor emergency egress per code $ 4.06 SF 1,850 $ 7,511.00 Exit Signs Install code compliant emergency exit signs $ 0.95 SF 1,850 $ 1,757.50 Fire Protection Fire Caulking Install code required Tire caulKing in all tnrougn wall, floor, and ceiling penetrations $ 0.25 SF 1,850 $ 462.50 Smoke Detectors Install code required smoke detector system $ 2.24 SF 1,850 $ 4,144.00 Emergency Lighting Install code compliant emergency lighting system $ 1.90 SF 1,850 $ 3,515.00 Emergency Notification Install a code required emergency notification system $ 0.70 SF 1,850 $ 1,295.00 Sprinkler System Block 52 TIF District Code Deficiency Cost Report LHB Project No. 220047 Page 1 of 2 Parcel K - 101 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 97 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-45 Code Related Cost Items Install a code required building sprinkler system Exterior Construction Roof Construction Roofing Material Remove failed roofing material Install roofing material to prevent water intrusion per code Mechanical- Electrical Mechanical Install a code compliant HVAC system Electrical Install a code compliant lighting system Install a code compliant electrical wiring system Remove non code compliant electrical extension cords Energy Code Block 52 TIF District LHB Project No. 220047 Page 2 of 2 Unit Cost Units Unit Total Quantity 9,934.50 $ 1.00 SF 925 $ 925.00 $ 1.75 SF 925 $ 1,618.75 $ 17.65 SF 1,850 $ 32,652.50 $ 7.90 SF 1,850 $ 14,615.00 $ 5.39 SF 1,850 $ 9,971.50 $ 25.00 Lump 1 $ 25.00 Total Code Improvements $ 100,969 Code Deficiency Cost Report Parcel K -101 Broadway W, Monticello, MN 55362 DRAFT AS OF MAY 23, 2022 98 CD 0 C 0 Ell TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel K: 101 Broadway West 20220127_100029.jpg 20220127_100105.jpg 20220127_100159.jpg 20220127_100239.jpg rt = 20220127_100030.jpg 20220127_100118.jpg ..�..., s. --w -.x s. ■ 20220127_100220.jpg s 20220127_100256.jpg 1 I 20220127_100056.jpg 20220127_100152.jpg 3 20220127_100233.jpg 20220127_100308.jpg DRAFT AS OF MAY 23, 2022 99 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel K: 101 Broadway West 20220127_100317.jpg r 20220127_100333.jpg 20220127_100347.jpg �A Sk 20220127_100418.jpg 20220127_100323.jpg f 20220127_100339.jpg WNW 1.� 20220127_100402.jpg r. i. r 20220127_100426.jpg 2 a Elmo 20220127_100325.jpg 20220127_100345.jpg 20220127_100407.jpg 20220127_100430.jpg DRAFT AS OF MAY 23, 2022 100 V CD n rt O� C CD TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel K: 101 Broadway West 20220127_100433.jpg 20220127_100551.jpg 20220127_100659.jpg 20220127_100729.jpg 20220127_100518.jpg 20220127_100619.jpg 20220127_100709.jpg 20220127_100741.jpg 3 20220127_100534.jpg 20220127_100656.jpg 20220127_100716.jpg 20220127_100745.jpg DRAFT AS OF MAY 23, 2022 101 TAX INCREMENT FINANCING (REDEVELOPMENT) DISTRICT NO. 1-4S Block 52 Redevelopment TIF District - Parcel K: 101 Broadway West 20220127_100751.jpg 20220127_100821.jpg 20220127_100915.jpg 20220127_101120.jpg 20220127_100757.jpg 20220127_100824.jpg 20220127_100918.jpg 20220127_101133.jpg 4 20220127_100802.jpg 20220127_100910.jpg 20220127_100928.jpg 20220127_101440.jpg DRAFT AS OF MAY 23, 2022 102 NORTHLAND PUBLIC FINANCE MEMORANDUM To: Jim Thares, City of Monticello From: Tammy Omdal Date: May 19, 2022 Re: Proposed Tax Increment Financing District No. 1-45 (Block 52) The City of Monticello (the "City") and the City of Monticello Economic Development Authority (the "EDA) received an application for financial assistance from Deephaven Development LLC (the "Developer") for the construction of a mixed-use five -story building on Block 52 in downtown Monticello (the "Project"). The Project pro forma includes 87 rental housing units and approximately 27,342 square feet of commercial retail and office space, with 83 lower -level parking spaces and 114 adjacent off-street parking stalls. A public hearing will be opened on May 23, 2022, and continued to June 27, 2022, to consider the establishment of Tax Increment Financing (Redevelopment) District No. 1-45 within Central Monticello Redevelopment Project No. 1(the "TIF District"). The boundaries of the TIF District will include 13 of the 16 tax parcels within Block 52 (the "Property"). Following the public hearing on June 271h the City Council may consider the establishment of the TIF District. The City Council establishment of the TIF District provides the authority for the EDA to consider use of tax increment to assist the Project. The purpose of this memorandum is to provide information on tax increment financing (TIF) authority and process for establishing the TIF District, along with a summary of the proposed plan for the TIF District (the "TIF Plan"). Background The estimated cost for the Project is approximately $24.6 million, which is based on the Developer's pro forma as of May 3, 2022. The Developer's request for public financial assistance is to assist with the extraordinary costs of redevelopment and construction of the Project. The Developer has represented that it will not undertake the Project as proposed without the approval of the requested public financial assistance. It is Northland's opinion that the Project as proposed, which includes enclosed parking, is unlikely to occur but for the proposed public financial assistance, inclusive of the TIF. Without public financial assistance, the Project is not expected to achieve the level of debt service coverage and returns needed to secure the necessary private financing and equity. Without the enclosed parking, the Project as proposed would not be feasible and the density (number of housing units) would need to be reduced. Northland finds that it is reasonable for the EDA to consider public financial assistance for the Project as necessary so that development by private enterprise will occur on the Property. The Project, inclusive of the higher level of density, is Northland Securities, Inc. 150 South Fifth Street Suite 3300, Minneapolis, MN 55402, Main Tel. 612-851-5900 www.northlandsecurities.com Member FINRA and SIPC I Registered with SEC and MSRB Monticello TIF District 1-45 May 19, 2022 Page 2 possible only with the construction of the enclosed parking, which will not occur solely through private investment within the reasonably foreseeable future. Public Financial Assistance Due to the extraordinary costs associated with acquisition and development of the Project, the Developer is seeking public financial assistance from the EDA in the form of conveyance of the land for $1.00 and pay -go TIF assistance. The estimated market value of the property to be conveyed from the EDA to the Developer is $1,484,100. The EDA plans to use tax increment collected from the TIF District to reimburse itself for the value of the land conveyed to the Developer for the Project. The conveyance of land to the Developer will be for only a portion of the land within the TIF District. The City will retain land for public purpose, including parking. The application from the Developer includes a request for approximately $5.5 million (net present value) in public financial assistance for the Project. The amount and terms for assistance, a business subsidy remain under discussion with the Developer. The TIF Plan provides the framework, or the not to exceed budget for consideration of terms for assistance. Exhibit A provides a summary of the estimated tax increment cash flow from the TIF District available to reimburse the Developer and the EDA for eligible costs for the Project. Exhibit B provides the budget as included in the TIF Plan. Exhibit C includes the Developer's estimated construction budget and source of financing. Monticello TIF District 1-45 May 19, 2022 Page 3 Key Assumptions for Cash Flow: 1 Taxable market value (TMV) annual growth assumption = 1.5% 2 Original Tax Rate estimated based on Taxes Payable Year 2022. 3 Election for captured tax capacity is 100.0% 4 Original Net Tax Capacity is calculated based on a TMV = $1,600,700, NTC calculated for Apartment classification. 5 Present value is calculated based on semi-annual payments, 4.0% rate, and date of 1/1/2024. 6 Available TIF is after deducting State Auditor Fee of 0.36%. 7 TMV is estimated based on mixed use building with 87 housing units (average TMV of $165,500 per unit) and 27,342 SF first floor commercial (approximately $150/SF), with 83 spaces of lower level underground parking, in addition to surrounding surface parking. Exhibit A City of Monticello Monticello Tax Increment Financing District No. 1-45 (Redevelopment) Block 52 Projected Tax Increment Cash Flow Less Taxable Present TIF Taxes Original Captured Original Market Net Tax Value of District Payable Net Tax Net Tax Tax Rate Available TIF Value Capacity P y Available Year Year Capacity Capacity 3 2 5 (TMV) 4 TIF 1 2025 18,500,000 262,011 20,009 242,003 96.982% 233,854 217,486 2 2026 18,777,500 265,941 20,009 245,933 96.982% 237,651 429,922 3 2027 19,059,163 269,931 20,009 249,922 96.982% 241,506 637,421 4 2028 19,345,050 273,979 20,009 253,971 96.982% 245,419 840,093 5 2029 19,635,226 278,089 20,009 258,080 96.982% 249,390 1,038,048 6 2030 19,929,754 282,261 20,009 262,252 96.982% 253,421 1,231,391 7 2031 20,228,700 286,494 20,009 266,486 96.982% 257,513 1,420,226 8 2032 20,532,131 290,792 20,009 270,783 96.982% 261,666 1,604,656 9 2033 20,840,113 295,154 20,009 275,145 96.982% 265,880 1,784,780 10 2034 21,152,715 299,581 20,009 279,572 96.982% 270,159 1,960,695 11 2035 21,470,005 304,075 20,009 284,066 96.982% 274,501 2,132,497 12 2036 21,792,055 308,636 20,009 288,627 96.982% 278,908 2,300,279 13 2037 22,118,936 313,265 20,009 293,257 96.982% 283,382 2,464,133 14 2038 22,450,720 317,964 20,009 297,956 96.982% 287,923 2,624,147 15 2039 22,787,481 322,734 20,009 302,725 96.982% 292,532 2,780,410 16 2040 23,129,293 327,575 20,009 307,566 96.982% 297,209 2,933,006 17 2041 23,476,233 332,488 20,009 312,480 96.982% 301,958 3,082,021 18 2042 23,828,376 337,476 20,009 317,467 96.982% 306,778 3,227,535 19 2043 24,185,802 342,538 20,009 322,529 96.982% 311,669 3,369,629 20 2044 24,548,589 347,676 20,009 327,667 96.982% 316,634 3,508,380 21 2045 24,916,818 352,891 20,009 332,882 96.982% 321,674 3,643,867 22 2046 25,290,570 358,185 20,009 338,176 96.982% 326,788 3,776,163 23 2047 25,669,928 363,557 20,009 343,549 96.982% 331,981 3,905,342 24 2048 26,054,977 369,011 20,009 349,002 96.982% 337,251 4,031,476 25 2049 26,445,802 374,546 20,009 354,537 96.982% 342,599 4,154,635 26 2050 26,842,489 380,164 20,009 360,155 96.982% 348,028 4,274,887 7,476,274 TOTAL = Key Assumptions for Cash Flow: 1 Taxable market value (TMV) annual growth assumption = 1.5% 2 Original Tax Rate estimated based on Taxes Payable Year 2022. 3 Election for captured tax capacity is 100.0% 4 Original Net Tax Capacity is calculated based on a TMV = $1,600,700, NTC calculated for Apartment classification. 5 Present value is calculated based on semi-annual payments, 4.0% rate, and date of 1/1/2024. 6 Available TIF is after deducting State Auditor Fee of 0.36%. 7 TMV is estimated based on mixed use building with 87 housing units (average TMV of $165,500 per unit) and 27,342 SF first floor commercial (approximately $150/SF), with 83 spaces of lower level underground parking, in addition to surrounding surface parking. Monticello TIF District 1-45 May 19, 2022 Page 4 Exhibit B City of Monticello Monticello Tax Increment Financing District No. 1-45 Preliminary Budget Block 52 Total Estimated Tax Increment Revenues (from tax increment generated by the district) Tax increment revenues distributed from the County 6,973,000 Interest and investment earnings 35,000 Sales/lease proceeds - Market value homestead credit - Total Estimated Tax Increment Revenues 7,008,000 Estimated Project/Financing Costs (to be paid or financed with tax increment) Project costs Land/building acquisition 1,484,100 Site improvements/preparation costs 2,621,758 Utilities - Other public improvements - Administrative costs 163,713 Estimated Tax Increment Project Costs 4,269,571 Estimated financing costs Interest expense 2,865,115 Total Estimated Project/Financing Costs to be Paid from Tax Increment 7,134,686 Estimated Financing Total amount of bonds to be issued 7,134,686 Monticello TIF District 1-45 May 19, 2022 Page 5 Exhibit C City of Monticello, MN Block 52 87 Unit Residential Apartment and Commercial Building Developer Sources and Uses of Funds for Construction Total % of Total Per Unit ($) Sources of Funds First Mortgage 18,468,385 75.0% 212,280 Equity 6,156,128 25.0% 70,760 Total Sources of Funds 24,624,513 100.0% 283,040 Uses of Funds Acquisition - 0.00% - Construction and improvements 18,346,185 74.50% 210,876 Construction Management Fee 1,071,114 4.35% 12,312 Existing conditions/ selective site demolition 250,000 1.02% 2,874 Construction contingency 1,060,000 4.30% 12,184 Permitting and municipal fees 1,326,100 5.39% 15,243 Financing costs 1,500,000 6.09% 17,241 Developerfee payable at closing 1,071,114 4.35% 12,312 Total Uses of Funds 24,624,513 100.00% 283,040 Number of Residential Units 87 Notes: 1. Developer is seeking the conveyance of the land from the City/EDA for a dollar. 2. Total includes approximately 27,342 SF of commercial space on first floor. 3. Total use of funds may change following negotiations with the EDA for terms for assistance, and certain costs that may be paid directly by the City/EDA. MONTICELLO MIXED USE RIVER STREET 4 OVER 2 PODIUM MIXED USE BUILDING LOWER LEVEL PARKING 1st FLOOR COMMERCIAL i 2nd FLOOR RESIDENTIAL I 3rd FLOOR RESIDENTIAL 4th FLOOR RESIDENTIAL I5th FLOOR RESIDENTIAL MEZZANINE MECH./LOFTS (19) EFFICIENCY UNIT (17) ONE BEDROOM (3) ONE BEDROOM + DEN (40) TWO BEDROOM (2) TWO BEDROOM + LOFT (6) THREE BEDROOM (87) TOTAL UNITS BROADWAY LOWER LEVEll BROADWAY OPTION MONTICELLO MINED USE J w oC cn z J Q 4th FLOOR RIVER STREET BROADWAY H w w o� cn w z E: OPTION MONTICELLO MINED USE J W w oc cn z J Q 5th FLOOR RIVER STREET BROADWAY w w o� cn w z H: OPTION MONTICELLO MINED USE J W Lu oc cn z J Q MEZZANINE RIVER STREET BROADWAY w w o� cn w z H: ,it 25 I_ �H7 LOGO lol!F.t NSUMNm FILL ,it Monticello 2040 - VISION + PLAN - PHASE ONE I JANUARY 2020 This first phase of the Comprehensive Plan process, the Visioning phase, included a community engagement process to identify common values, growth aspirations and a vision to inform the planning direction for the next 20 years. The vision, value statements and preferred development scenario will serve as the foundation for creating the new Comprehensive Plan during the second phase of the planning process. The Comprehensive Plan provides a set of goals, policies and strategies for achieving Monticello's vision for the future. 11 In 2040 the City of Monticello is an inclusive community focused around sustainable growth while maintaining its small-town character. Monticello is a Mississippi River town known for its schools, parks, biking and walking trails and vibrant downtown. Monticello is an evolving, friendly and safe community that respects the quality of its environment, fosters a sense of belonging and connection, encourages a healthy and active lifestyle and supports innovation to promote a prosperous economy. A safe, clean, and beautiful community supported by caring and helpful residents. A network of parks, open space and trail connections that provide recreation opportunities. An inclusive community welcoming people of all ages, races, religions and ethnic backgrounds. A diversified and strong local economy competitive at regional, state and national levels. A vibrant downtown that embraces the River and provides a focal point for the community. A healthy community focused on physical and mental health and wellness of its residents. A range of attainable housing options in terms of type, cost, and location. A respected school and education system serving the community. A balanced land use and transportation framework that provides options and connectivity. A thriving arts and culture scene that reflects the creativity of the community and supports a sense of place. Monticello 2040 - VISION + PLAN - PHASE ONE I JANUARY 2020 Development Assumptions 0 Sustainability - Focus on sustainability, open space and wetland preservation throughout City. Q Infill Development - New service commercial and light industrial infill. Q Conservation Neighborhoods - Single-family housing developed as conservation subdivisions in a clustered fashion mitigating impacts to sensitive areas. Q Industrial Expansion - Full build out and expansion of Otter Creek Industrial Park and growth around future Interchange. Q Multi -Family Housing - New multi -family infill development near core of downtown and other focus areas. 0 New School - New elementary and middle school campus with environmental focus. Q Downtown - Downtown plan implementation thriving with new commercial, mixed-use and public realm improvements. Q Mississippi River - Focus on River with new access, connections and rive rfront trail. 0 New Employment Center - New industrial business park developed around new interchange with green technology, renewable energy, manufacturing and other uses. 0 Xcel Facility - The Xcel Monticello Nuclear Generating Plant is licensed through 2030 and will seek relicensing to 2040. Q Annexation Area - Portions of the Orderly Annexation Area are designated as an Urban Reserve for future development. Development would likely include conservation single-family cluster subdivisions. Note: The Preferred Scenario guidance and mapping provided in the Vision Report will be further refined during the Comprehensive Plan process. This map is not the City of Monticello's final Land Use Plan. This map provides initial guidance for the next phase of the project, the Comprehensive Plan, and will be further detailed and refined. D INCREMENTAL, SUSTAINABLE Growth Scenario The preferred development scenario is the result of community feedback on the four previous scenarios and the community's vision. The community envisions Monticello in 2040 as an environmentally and economically sustainable community that has experienced strong, balanced growth. Key Preferred Scenario Aspects Downtown Focus 6 Industrial and Employment Q New School 0 Conservation Neighborhoods Otter Creek Industrial Park M —I pr- "FA- ft - Technology, Renewable Energy, OManufacturing & Distribution Warehousing ILI Potential School Site with U Retail and Commercial Trails and Open Space AN H , Multi -Family 10-18 Unit/Acre Commercial/Residential Mix (Neo Traditional) Development Residential (South) 8-10 Units/Acre �A Downtown Mixed Use 10-18 Unit/Acre '. LRegionalOriented� Commercial _ Service Commercial and Light Industrial Infill A DOWNTOWN MIXED-USE (DMU) The Downtown Mixed -Use designation applies to the area of Monticello commonly known as the Downtown and further identified in the 2017 Downtown Monticello "Small Area Plan". This designation includes a commitment to retain Broadway as Monticello's Main Street, supporting existing businesses, improving connections to and relationship with the River, and creating new downtown housing opportunities along Walnut and Cedar Avenues. The purpose is to create a Downtown that is lively throughout the day and into the evening at all times of the year. Typically uses include retail, restaurants, local serving offices and services, as well as residential uses above the ground floor. Some ground floor residential uses may be allowed along Walnut, Cedar, 3rd or 4th Streets among others, subject to the location and discretion of the City. Commercial • Retail • Offices • Personal Services • Professional Services • Restaurants/Cafes • Recreation and Entertainment Residential • Multi -Family Residential Recreational • Parks/Playgrounds Primary Mode Pedestrian -friendly streetscape AVehicular (slow speeds) Secondary Mode G�b Bicycle facilities and parking 11 Transit or shuttle service • Density - 25+ units/acre (Medium to High Density Residential) • Floor Area Ratio (FAR) 0.50 to 4.0 • Height - Up to 6 stories • Lot Area - N/A Hyl 2018 Correlating J Zoning District CCD Community Commercial District («(« LAND USE, GROWTH AND ORDERLY ANNEXATION LAND USE, GROWTH AND ORDERLY ANNEXATION GOALS Listed below are the land use goals which were informed by the Community Vision. For the complete set of policies and strategies for the goals refer to the Implementation Chapter. GOAL 1: GROWTH AND CHANGE A City that prioritizes growth inward by concentrating development activities within the existing cityboundaries and grows or develops into the OrderlyAnnexation Area only when development is proposed or planned contiguous to city boundaries, sensitive open space lands are protected and thoughtfully incorporated into the development pattern, and the land is serviced by appropriate utility and transportation systems. MENOL GOAL 2: COMPLETE NEIGHBORHOODS A City that prioritizes growth inward by concentrating development activities within the existing city boundaries and grows or develops into the Orderly Annexation Area only when development is proposed or planned contiguous to city boundaries, sensitive open space lands are protected and thoughtfully incorporated into the development pattern, and the land is serviced by appropriate utility and transportation systems. Successful, vibrant commercial centers and corridors that can adapt over time and provide a place for shopping, services, civic activities, entertainment, and arts and culture. GOAL 4: REVITALIZED MIXED-USE DOWNTOWN A revitalized mixed-use downtown that embraces the River and serves as the heart of the community and focus of civic activity that is lively throughout the day and night consisting of a variety of dining, shopping, recreation, celebrating, gathering and living opportunities. ii L 5: ACTIVE EMPLOYMENT CENTERS Monticello as a strong and growing regional employment center including a variety of economic sectors established as the preferred location for manufacturing, technology, research, and development, and home to a diverse mix of businesses and industries. An open space"frame around and woven throughont►c�mplemented by the Mississippi River, Bertram Chain of Lakes Regional Park, other local and regional parks, trails and recreation areas which together protect the City's natural resources, lakes, wetlands and woodlands, and provide opportunities for recreation, enhance visual beauty, and shape the City's character. MONTICELLO 2040 VISION + PLAN 95 Background and Purpose The purpose of this Plan is to attract and direct investments on the core blocks of Downtown Monticello, MN over the next 10 years. The Plan advocates for solidifying Downtown as the heart of the community with a series of coordinated public and private investments. Together, these investments will create a human -scaled environment that encourages gathering, socializing, visiting and enjoying on a daily basis - throughout the year. The improvements outlined in this Plan aim to build on the unique qualities of Monticello to make the Downtown yet more attractive to those who have chosen to live and do business in the community. Specifically, the Plan seeks to promote Broadway Street as a storefront district with restaurants and specialty retail, celebrate the River for its recreational, connective and economic qualities, reinvigorate a downtown housing market with multiple, appropriately scaled, infill projects, and improve the experience of Pine Street for all users. The plan is ambitious, but achievable. Over time and upon completion, the plan would usher in up to 500 new units of downtown housing, new restaurants overlooking the river, and unique retail and services on Broadway. Momentum can be established in the next few years. Primary projects to be completed within five years include: redevelopment of Block 52, Walnut Street connection to River Street and infill housing on Walnut Street. Implementation of this Plan will create two legacies. The first will be a revitalized Downtown with an economy and attractions that benefit all residents of Monticello. Equally important, however to the physical improvements described above will be the legacy of new partnerships and civic cooperation that are essential to and will result from coordinated actions. The ideas set forth in this Plan come from the vested interest of the Monticello community through a broad public outreach effort. The realization of these ideas rely on a coordinated, cooperative, and active public sector working in tandem with an entrepreneurial private sector The result will be a lively Downtown for all in Monticello, a place that embodies both its history and future aspirations. Goals � � eo 000 v c ����i=\ F71 F7 F rn�l Improve Pine Street for All Users C STI C" Shift the Center of Town to Walnut and Broadway Encourage Small and Medium Scaled Investments "` _X City of Monticello Downtown Small Area Plan I Executive Summary 0 NOTE:7his illustration depicts new deveopment on both private and public properties. The plan does not 1 du compel private property owners to change anything regarding how they use their land. Rather, the Plan is a /i� t. guide for change if the property owner chooses to do so. Please see page—for an illustration of the Master Plan as it applies to publicly held properties only. The f City will endeavor to work with' existing business who wish to remain, revitalize and expand in the downtown_ City of Monticello Downtown Small Area Plan I Executive Summary 0 Downtown is For Everyone Downtown Monticello is and shall remain the heart of the community. It is the birthplace of the City and the focus of civic activity. This Plan builds off those foundational qualities with a clear vision for the future of the core blocks of Downtown. The vision includes a commitment to retaining Broadway as Monticello's Main Street, supporting existing businesses, improving connections to and relationship with the River, and creating new downtown housing opportunities along Walnut and Cedar Avenues for existing and new Monticello residents. The Plan envisions a Downtown that is lively throughout the day and into the evening, 12 months of the year. A downtown that serves many purposes for many people - including dining, recreation, celebrating, gathering, shopping and living. Illustrative Master Plan The Plan above describes a potential long term build out of the core blocks of Downtown Monticello. Character Areas Similar to the Embracing Downtown Plan, the Plan divides the study area into four different character Areas. The purpose of this is to create sub -areas in downtown, each with its own identity and purpose and direction. The character areas are developed based on their context and their future role in the downtown. Typically each character area is a mix of uses, but also has a dominant use. Character Area: Riverfront A redesigned Park with an amphitheater and better relationship to Downtown will help connect the River to Downtown Character Area: Walnut Street and Cedar Street Walnut and Cedar Streets will fill in with new housing (2-4 stories) that adds to the market strength of downtown and provides additional housing choices for new and existing residents of Monticello. Their intersections with Broadway will be improved to make it easier to walk to the Riverfront v am Ew Character Area: Broadway Monticello's Main Street will transition over time from a street with primarily services, to one with unique retail and restaurants. t Character Area: Pine Street (TH 25) The community will reclaim Pine Street by maintaining it's width and adding pedestrian amenities and local serving commercial uses. City of Monticello Downtown Small Area Plan I Executive Summary 0 Frameworks Land Use, Open Space and Transportation are the three frameworks that organize and define the physical environment. As with systems in the human body, each must function independently - and together with - the others. If one fails, they all fail. This is why it is important to understand frameworks as individual systems that must function as part of a single Downtown. The Plan is also divided into frameworks in order to allow different agencies, departments, and investors act in concert with each other. This will help ensure public and private investments are coordinated, less risky, and more publicly acceptable. Framework: Open Space and Parks (Primary recommednations) • Improve Riverfront Parks to accommodate more programming and events • Redesign Walnut Street and River Street to allow for park extention during events • Convert vacant lots on Broadway to small pocket parks • Utilize River islands for additional natural park space • Create pedestrian refuges or enhanced building entry ways on the corners of blocks along Pine Street • Enliven open spaces with public art wherever possible Framework: Access and Circulation • Emphasize connectivity throughout the Core, with pedestrian and bike friendly streets, a complete sidewalk system, and connectivity to the in -town neighborhoods. • Promote a "complete streets" policy that balances the needs of all users in the Downtown. • Manage and improve the grid system to support connectivity and access throughout Downtown • Work with MnDOT to improve Pine Street for users of Downtown Monticello, including additional signals, maintaining the River Street signal and supporting an additional river crossing • Improve pedestrian crossings of Broadway at Walnut and Cedar to improve access to the Riverfront • Reconnect Walnut Street with River Street Framework: Development and Land Use • Riverfront District with destination restaurant and entertainment uses, as well as housing • Broadway District with shopfront retail and restaurant uses beneath housing and offices • In -town neighborhoods extend to Walnut and Cedar Street with new infill housing 2-4 stories (apartments and townhouses) Additional recomendations are included in the Framewoirks Section pages 25-32 :N 9 Open Space and Parks J 7� Access and Circulation Development and land Use Immediate Next Steps and Implementation 1. Improve the physical environment with streetscape, benches, programming, and art. 2. Bolster Broadway with a facade improvement program and retail recruitment. 3. Aggressively market development opportunities such as Block 52 and infill housing on Walnut and Cedar Street 4. Enact the appropriate policies, programs and incentives that enable the type of development described in the Plan. How is This Plan Related to the Embracing Downtown Plan and the Comprehensive Plan? In 2010, the City of Monticello completed the "Embracing Downtown Plan". The full area considered to be "Downtown Monticello"extends from Interstate I-94 to the Mississippi River, and generally from Cedar Street to Maple Street. The Embracing Downtown Plan was adopted as an appendix to the Comprehensive Plan. Changes in the retail marketplace overall, and more specifically market changes and reinvestments in downtown Monticello, have created a need to develop a new planning perspective for the core blocks of the downtown. This document therefore is an update to the 2008 Monticello Comprehensive Plan and to the Embracing Downtown Plan for the Downtown. This Plan will replace the Embracing Downtown plan as an appendix to the Comprehensive Plan. City of Monticello Downtown Small Area Plan I Executive Summary 0 Project Goals I Shift the Center and Double Down on Broadway. Over time the travel and use patterns of Downtown have changed - altering the overall experience of downtown. Up until 1960, despite Broadway's designation as a State Highway (152) most travel was local. However, as the region grew, Monticello became a crossroads - thereby burdening Broadway and Pine Street with high volumes of through traffic and widened streets. Today, the Broadway / Pine Street intersection is one of the most traveled intersections in the region. Whereas that quality makes for great visibility, it also makes for a poor pedestrian experience and poor access to adjacent properties. Broadway, west of Pine Street, is relatively lightly traveled and unlike Broadwway east of Pine Street, it has retained its pedestrian scale. Furthermore, the City has developed successful parks at the end of Cedar Street and Walnut Street. Therefore, an opportunity exists to fully extend Walnut and Cedar Street down to the park and grow the downtown mercantile district towards the riverfront along Broadway. Improve the Pine Street Experience for Everyone. Whether passing through Monticello along Pine Street (TH 25), trying to cross Pine Street by foot, or going to a business along Pine Street, the experience of using Pine Street is generally a negative one for all users. The environment of Pine Street projects a negative image and it is a divider between the east and west side of the town. Whereas Pine Street will always be a heavily traveled street, it does not need to be a negative experience. The community can take it back, claiming it for more appropriate development types, making it safer, more pleasant, and attractive for all users. Lots of Small Investments, a few medium ones and just one or two big ones. Monticello, despite it's growth, is proud to be a small town. Small towns develop charm and character through a series of small incremental investments that together add up to help a place become memorable and beloved. Simple investments such as new awnings, improved lighting and well maintained landscaping can make a big impression. Small buildings that fit on vacant parcels or otherwise underutilized land can happen quickly - adding vitality to a community. By promoting a high quantity of smaller investments (1/4 block and smaller) and medium scaled redevelopment projects (up to 1/2 block in scale), the Downtown will become more diverse, more lively, more responsive and adaptable to changes in the market place. A few medium scaled investments, warranted by a strong market or a strategic need, are important and valuable. But they should be carefully scaled and implemented so as to not disrupt the fragile fabric of the small town. r 11 Engage and love the riverfront. Go beyond the Swan. Great places have unique assets that differentiate them from others. Monticello has the Mississippi River. This defining feature can be further utilized to the benefit of Monticello residents and businesses. A riverfront that is well connected with blue and green trails, is publicly accessible and is activated throughout the day and the year can become a defining feature for the City and an important driver of economic activity. City of Monticello Small Area Plan I Goals and Objectives Character Areas: Purpose The Plan divides the study area into four different Character Areas. The purpose of this is to create sub- areas in downtown, each with its own identity and purpose and direction. The character areas are developed based on their context and their future role in the downtown. Typically each character area is a mix of uses, but also has a dominant use. eWalnut Street JEW- 1114�=r Q Broadway 0 Pine Street How does the Plan Balance Flexibility with Predictability The Plan describes a Vision for Downtown as a lively place with pedestrian scaled spaces and building. The Plan favors human scaled spaces over vehicular scaled spaces; multiple small investments over single large investments and coordinated actions over individual directions. The Plan is based on time -tested approaches to town building and urban design as well as the strong sentiments received in the public process. This vision is described in words and illustrations throughout the document. Generally, the Character Area Section uses illustrative drawings to describe the feel and image of a place while the Frameworks section generally uses conceptual diagrams that convey broad ideas and concepts. Together, the Plan gives directions for how to arrange buildings, infrastructure and open space so the resulting ensemble is consistent with the Vision. The use of both illustrative, precise, and diagrammatic illustrations is intentional in an effort to create predictability and offer flexibility. This is a long range plan that relies on a multitude of investors working in a coordinated manner. Therefore the correct balance of predictability and flexibility is important because a balance of predictability and flexibility attracts investment while the lack of predictability and flexibility repels investment. Adoption of this Plan by City Council is intended to be a strong statement of predictability because it sets in motion several public actions designed to implement the Vision of the Plan. So, while the Plan (in locations) is exact and precise, it recognizes that the end result may or may not look exactly like the illustrations because individual investors and developers will interpret the Plan slightly different, each adding their own expertise and nuance to the Plan. This is encouraged because it will add richness and nuance to the end result. City of Monticello Downtown Small Area Plan I Character Areas M Riverfront Riverfront Character Area: The and recomendations guidelines on this page pertain to the area colored on this diagram Perspective from Walnut street, looking across a redesigned West Bridge Park Despite being a town born on the River, the Downtown does not take great advantage of its unique location. Broadway is a block removed from the Riverfront and the main connection to the River, Walnut Street, ends in a staircase. The entry experience to Monticello from the north is mundane with vacant properties and a thick wall of trees that obscures potential views to public spaces and Downtown. The Riverfront Character Area will become a proud new public gathering space for Downtown Monticello that compliments Broadway and the full Monticello Park System. The Plan recommends redesigning the riverfront parks so they are more visible, accessible, active and flexible and promoting development that takes advantage of access to the river. A new park will be capable of handling larger crowds for events, and will be more accessible and usable on a daily basis with additional amenities and features designed for everyday use. The Plan promotes access to the riverfront by extending Walnut Street to connect to River Street. It will be designed as a multi- use street that can be closed for farmers markets, gatherings, and other events. The Plan recommends and leveraging public property of Block 52 to create a new signature development with market rate housing and a destination restaurant or entertainment use overlooking the park and the river. Public parking is maintained on Block 52 and added to River Street. existing _r Bridge Park River St Block 52 Broadway Site Sections Through Block 52 and West Bridge Park 0 Redesign Riverfront parks to ©Encourage new housing include more active events and surrounding the riverfront programming in West Bridge Park parks on vacant and (amphitheater, water feature, underutilized parcels concessions) and passive uses in Maintain and improve the east bridge park. 0 intersection at River Street 0 Add parking and sidewalks to and Pine Street. River Street 0 Improve the underpass of OStreet Reconnect Walnut Street to River design Pine Street at the River. with a that allows Walnut Street be for © Consider a seasonal bridge to used to the island to provide events and park expansion. additional recreational OWork with the private sector to activity to east and west create a signature development Bridge park on Block 52, with market rate housing and a restaurant that overlooks the Park Precedent Images City of Monticello Downtown Small Area Plan I Character Areas Broadway Broadway Character Area: The and recomendations guidelines on this page pertain to the area colored on this diagram Perspective on Broadway, looking west with a pocket park across the street Broadway - west of Pine Street - has remained physically intact as Downtown's primary storefront district. Broadway is relatively well-maintained and home to several services and community anchors such as the Cornerstone Cafe. However, with growth of retail along the highway and elsewhere in town, Broadway is no longer a competitive location for general retail. The Plan recommends re -positioning the center of Downtown from the Pine/Broadway intersection to the Broadway/Walnut intersection. This will be partially accomplished with intersection improvements that make it easier to cross Broadway at Walnut Street. This should include curb extensions, fewer through lanes, clearer crosswalks, blinkers and eventually as warranted, a four-way stop sign. These improvements will increase the flow of pedestrian and bike traffic to the river and in between stores on both sides of Broadway. Small pocket parks can be developed on vacant lots mid -block on Broadway. These spaces can serve as convenient pedestrian connections between parking areas mid bloc and the sidewalks on Broadway. In addition, they can be small plazas with seating for resting, gathering, and even restaurants if the buildings next to them can be opened up to the pocket parks. Existing Conditions Modify striping and median on Broadway 0 create a safer pedestrian environment. Small pocket parks on vacant properties that 0 offer respite from Broadway and pedestrian connections to parking in the middle of the block Curb extensions at Walnut and Broadway to 0 provide space for landscaping, seating, and gathering ONew development that replicates the storefront scale currently present on Broadway. New buildings should have flexible interiors so a main street scale can be accomplished in larger buildings. © Facade improvement programs that improve signage, awnings, and general appearance of existing storefronts on Broadway -------- ---'---------- — —----------""�� '� ° — — -- - - - - -------------- ~ II c ---- --- -----------u a New development along Broadway is encouraged if it replicates the scale of existing Proposed Lane _ buildings and shopfronts. Buildings up to four stories, with storefronts located on the Configurations on sidewalk and doors every 45' feet will fit in comfortably with existing buildings. Allowances Broadway w for 10 foot setbacks from the sidewalk to create additional pedestrian amenities (such as seating) are appropriate. The Plan does not recommend additional widening of Broadway. Instead, the Plan recommends working with partners to find other measures to mitigate congestion. ------------------------- r 000�o ----oo oo�o a— ---------------H c y --------------- U a City of Monticello Downtown Small Area Plan I Character Areas Existing Proposed Pedestrian 75 Feet 63 Feet Crossing width Across Broadway East -bound Left Turn Lane Stacking Capacity 8 Cars 21 Cars 0 Existing Conditions Modify striping and median on Broadway 0 create a safer pedestrian environment. Small pocket parks on vacant properties that 0 offer respite from Broadway and pedestrian connections to parking in the middle of the block Curb extensions at Walnut and Broadway to 0 provide space for landscaping, seating, and gathering ONew development that replicates the storefront scale currently present on Broadway. New buildings should have flexible interiors so a main street scale can be accomplished in larger buildings. © Facade improvement programs that improve signage, awnings, and general appearance of existing storefronts on Broadway -------- ---'---------- — —----------""�� '� ° — — -- - - - - -------------- ~ II c ---- --- -----------u a New development along Broadway is encouraged if it replicates the scale of existing Proposed Lane _ buildings and shopfronts. Buildings up to four stories, with storefronts located on the Configurations on sidewalk and doors every 45' feet will fit in comfortably with existing buildings. Allowances Broadway w for 10 foot setbacks from the sidewalk to create additional pedestrian amenities (such as seating) are appropriate. The Plan does not recommend additional widening of Broadway. Instead, the Plan recommends working with partners to find other measures to mitigate congestion. ------------------------- r 000�o ----oo oo�o a— ---------------H c y --------------- U a City of Monticello Downtown Small Area Plan I Character Areas Block 52 Block 52 (Public ownership in blue) Block 52 is a key block in the Downtown. It is highly visible and it sits on the West Bridge Park. The site slopes approximately 15' from Broadway to River Street. Broadway and Walnut contain mercantile buildings of varying quality. River Street has vacant parcels and underutilized buildings. lllll� Active Frontage Flexible Frontage (either Active or Residential) Frontage And Ground Floor Uses Active frontages (high transparency) and uses (retail and restaurants) should be located on Broadway, Walnut, and the west half of River Street. The remainder of the block is flexible - it can have either residential or active frontages. llllll� Building Setback l� Pocket Park & Open Space Setbacks, Pocket Parks & Open Space Buildings should define the perimeter of the Block. Minor setbacks (5'-10') for overhangs, seating, and display of goods is permitted on Broadway and Walnut. A more generous setback is permitted on Pine due to traffic volumes and access. Attached corner plazas are encouraged on the northwest corner of the block and permitted on the northeast and southeast corners. lllll� Surface Parking Access Way Parking & Servicing Access to mid block parking is encouraged on Pine Street and Walnut St. Parking should have minimal exposure to Broadway, River or Walnut St but should be large enough to replace the existing public parking lot on the block and should be expandable if the south side of the block redevelops. Careful consideration should be given to visibility and access to parking from Pine St since that will be the primary access as the site will be approached from the Bridge. Extra signage or a turning lane may be required. t1 rTaik<1�1 %\ Qr •• � st ,lam 1 � E► Bred -� C a� dy ■ Options The two illustrations above show potential options for development on Block 52 - both adhering to the guidelines. The top illustration shows new development on Broadway, articulated at a Main Street scale, with a corner plaza and a covered pass through as a form of pocket park. The bottom illustration shows a single corner development on Broadway, with a pocket park. Approaching Downtown from the Bridge Block 52 is the Gateway Block to Downtown from the Bridge. It is important to create an easy way for visitors to access mid -block parking as they approach downtown. The image to the left shows the approach - with enhanced landscaping, a turn lane, and clear signage to direct drivers to parking mid -block. City of Monticello Downtown Small Area Plan I Character Areas N Frameworks: Purpose Land Use, Open Space and Transportation are the three frameworks that organize and define the physical environment. As with systems in the human body, each must function independently - and together with - the others. If one fails, others are impacted. This is why it is important to understand frameworks as individual systems that must function as part of a single Downtown. The Plan is also divided into frameworks in order to allow different agencies, departments, and investors to act in concert with each other. This will help ensure public and private investments are coordinated, less risky, and more publicly acceptable. — Required Retail Frontage — Small Retail Opportunities Commercial Mixed -Use Multi -Family Housing Public Employment Pa rk/Open S pace/Cemetery �♦ 1 .♦ ♦• 1 Core Study Area Frameworks: Land Use and Development Development patterns that support social interaction, local character, and a compact connected and walkable environment. General Approach The Land Use Plan promotes a development pattern that recognizes the essential role that Downtowns plays in the communities they serve. Successful Downtowns tend to be places that serve many functions for the full cross section of the community throughout the year and across generations. They are places to gather, eat, live, shop, celebrate, protest, recreate, meet, be entertained, and to visit. They are places that promote social interactions and the unique creative expression of the community. At their best, Downtowns are places that exude pride because they represent the best the community has to offer. In order to promote these ideals, this Plan favors policies and development patterns that improve downtown for those who currently use it and patterns that support the places that people value. Therefore, development patterns and land uses in this Plan seek to support the Main Street character of Broadway, the importance of Walnut Street as a promenade to the River, regional and local needs of Pine Street, and the riverfront as the birthplace of the City. This Plan also recognizes the traditional (and still relevant) role of Downtown Monticello as well as the changing nature of small Downtowns throughout the country. In doing so, the Plan is committed to retaining the small scale shopfront District on Broadway by encouraging uses that value "experience" over "convenience". At the same time, the Plan encourages Pine Street (the regional face of downtown) to develop as a corridor that emphasizes convenience and accessibility. Together, both Broadway and Pine Street can complement each other to create a downtown that attracts a wide range of investments. Physically, the Plan favors compact walkable small town design with a fine grained mix of uses. The Plan arranges development types and land uses so valued places are supported, and new investments can add to the overall vitality of downtown. Recommendations • Create a Center to Downtown that is active throughout the day and into the evening - year round. The Walnut / Broadway Intersection should become the heart of this area. • Improve connections to the River by locating uses that benefit from open spaces and activities associated with the River. • Improve the entry experience from the north. • Maintain a shopfront District along Broadway, west of Pine Street comprised of traditional main street (mercantile) buildings that have retail/restaurant space on the ground floor and wither housing or offices above. • Create a development pattern on Pine Street that benefits from high visibility and regional access. • Infill Walnut Street and Cedar Street with mid scale housing (2-4 stories) that creates an effective transition between the in -town neighborhoods and the Downtown. City of Monticello Downtown Small Area Plan I Character Areas N Frameworks: Parks and Open Spaces Parks, Plazas, and Sidewalks that are lively, safe and pleasant to be in. ®® j eroda Wdy � Improved Pedestrian 0 and Bicycle Crossing ■ Community Parks Neighborhood Parks E� Pocket Parks WestBridge _, Ppm East Bric Park erodawdy ®� Seasonal Bridge Public Gardens Convertible Streets Pedestrian Promenade to River Proposed Bituminous Trail Connections oonno Existing Bituminous Trial ® ® ® ® MRTTrail Sledding Hill General Approach Parks and Open Space play an important role in distinguishing the Downtown from other areas of Monticello. Unlike much of Monticello where parks are generally programmed for recreational / sports and defined by trees and greenery, the parks downtown should focus on gathering and general social interaction as well as planned events. Therefore, in order to support and enhance the environment for downtown residents and businesses, this Plan expands the definition of parks beyond the valued park spaces that are already in use - namely Front Street Park, East and West Bridge Park. The Downtown Parks should also take in consideration the needs of new downtown residents and visitors. Upon implementation of this plan, several hundred new residents will be living in the downtown. It is likely that new downtown housing will be more compact and with less outdoor space than typical single family homes. Inevitably this will result in park demands that don't currently exist. Meeting these needs is a great opportunity to further develop a well designed and well connected park and open space system. Fla Illustrative Master Plan: East and West Bridge Park Recommendations • Redesign East and West Bridge park to include an amphitheater, water feature, riverfront access, picnicking, and additional space for passive park use. • Improve Front Street Park to include improved boat landing and space for nature oriented programming. • Connect the two Bridge Parks with Front Street Park with improved pathways and trails. Design all three parks as a single park with multiple uses. • Provide access to the islands with a seasonal bridge • Create small pocket parks mid block on Broadway to offer plazas that connect to parking lots in the middle of the block. • Redesign Walnut Street between River Street and Broadway as a special street that can be closed and used for festivals and events throughout the year. • Consider all sidewalks for opportunities to enhance greenery and public art. Emphasize Walnut Street, River Street and Broadway as the main pedestrian corridors in Downtown. • Use public art throughout the parks and corridors to distinguish Downtown as a place of cultural expression and celebration. • Work closely with local businesses, residents (new and existing) to ensure local parks and open spaces are appropriately designed and programmed for their varied needs. • Modify the Embracing Downtown Plan that recommends off street bike paths on Pine Street. In lieu of this off-street path, create north / south bike access to the river along Walnut and Cedar through a complete streets policy. Encourage bicycle crossing of Pine Street at 4th, River and 7th Street. • Maintain sidewalks and paths along TH25 City of Monticello Downtown Small Area Plan I Character Areas Frameworks: Circulation and Access A complete network of flexible streets that favors the needs of residents, businesses, and visitors. 01, 0 Traffic Calming IM11 Improved Pedestrian Crossing AW (J4 Signalized Intersection F� Access Way © Surface Parking - - - Interstate 94 mmm= Pine Street (MN 25) ', mmm= Broadway Street (CSAH 75) Pedestrian Promenade to River Add Sidewalks to Complete Grid General Approach The design of the streets (and the full right of ways) in downtown have a significant bearing on how downtown functions and feels. The rights-of-way in the Downtown should be designed to create a comfortable and safe physical environment that encourages a range of activities and development types. The Plan recommendations, therefore, favor a high quality, well-connected, and flexible street system that facilitates all users of downtown - especially those who are using and not passing through Downtown. With two main roads bisecting downtown, traffic volumes are relatively high. This provides an opportunity to capture additional business downtown, but it also can have a deleterious impact on the pedestrian and business environment in some locations. Recognizing this situation, previous Plans have emphasized Walnut Street as a main pedestrian connection to the River (not Pine Street). This Plan supports that idea and offers several ways in which that can be further achieved. This Plan departs from previous Plans in that it also encourages pedestrian activity on streets other than Walnut - this includes, Broadway, Pine Street and Cedar. While the Plan recognizes the regional function of Broadway and Pine, the Plan strives to balance this function with the local needs of community connectivity, aesthetics, pedestrian safety, and multi -modal travel. Successful Downtowns are not just easy to get to, they are pleasant to be in and to stay for multiple reasons. Therefore, this Plan, discourages future road widenings that would have further negative impacts on pedestrians Downtown - especially along the primary pedestrian corridors and districts. In lieu of road widenings, the Plan champions an well connected and balanced urban street grid system that can be programmed to flex and contract as needed to meet all the needs of Downtown. Accomplishing this goal will require a series of smaller interventions (signal timing, street connections, traffic controls, traffic calming, time -of -day -parking restrictions, modified property access, etc.) in lieu of wholesale street widening that would likely have a negative physical impact on the built environment of Downtown. The Plan also supports a street network where the Level of Service for pedestrians, transit riders, and cyclists are considered on equal terms to those of motorists and delay measurements from modelling are considered as a portion of overall average trip, not in isolation. Recommendations • Connect Walnut Street to River Street • Maintain the River Street / Pine Street signal as the formal entrance to Downtown and an important pedestrian connection across Pine Street. • Add a traffic signal at 4th and Pine to help balance the grid and turning movements at the Pine / Broadway Intersection. • Modify Walnut / Broadway and Cedar / Walnut Broadway intersection to prioritize pedestrian crossings and access to the river. • Narrow the travel lanes on Walnut Street, add parallel parking, where possible and ensure continuous safe and pleasant sidewalks. • Add sidewalks at the perimeter of blocks where they are not currently present • Discourage direct property access to Pine Street; favoring the side streets wherever possible with through -block lanes or easements. • Allow direct property access to Block 52 from Pine Street in order to reduce volumes at the Pine / Broadway intersection. • Discourage deceleration lanes; encourage speeds that do not require them. • Consider traffic calming at River Street and Locust (or Linn) to prevent excessive speeds - similar to River Street and Cedar Street as an example City of Monticello Downtown Small Area Plan I Character Areas N Parking Recommendations Strategy Recommendation Create a parking program that focuses on creating available spaces for different user groups. Pilot a shared parking program in which private parking is shared with the "public." Priority #1 Maximize use of existing parking supply Enhance pedestrian access to existing parking lots by developing small pocket parks on Broadway Expand and clarify on -street parking supply on all blocks in downtown. Invest in and implements a comprehensive parking signage and Strategically invest in information wayfinding system. Continually monitor occupancy, availability and utilization of and technology parking throughout downtown Complete the sidewalk system in Downtown to make walking more Improve mobility options to reduce comfortable. Encourage bicycle access to Downtown with bike racks and clearly parking demand designated bike routes. Revise zoning code to better support walkable development in the Downtown core. Revise the zoning code to incentivize sharing of parking and Simplify and leverage the zoning code underground parking for residential buildings. Require Transportation Demand Management program for all development above a certain size. Adjust on street regulations and operations to maximize flexibility Enhance parking administration and at the curb Establish formal collaboration between the City, County, and other operations parking stakeholders. Provide Additional public parking as Strategically invest in public and shared parking supply in key needed locations. Key Principles for New Parking Supply • Ensure that parking is shared and open to the public to the greatest degree possible. • Manage new parking as part of the larger system so that prices and regulations primarily incentivize use by long-term parkers. If off street parking is more expensive than on street parking, people will continue to circle and create congestion. • Include technology and wayfinding that makes parking easy to locate and use. • Contribute to the downtown environment by supporting strong urban design, pedestrian access and safety, and promote street activity via ground floor uses. Specific Block By Block Recommendations Block 52: • provide 50 surface spaces for public use mid block when developing north half of block • locate residential parking underground • restripe Walnut Street with wider sidewalks for short term parking • provide short term on -street parking on River Street • expand public surface lot (50 spc) to south side of block when redeveloped. Block 51 • combine surface lots midblock • locate residential parking underground • provide short term on -street parking on River Street • provide short term on -street parking on Locust Street Block 35 • expand mid -block lot (15 spc)when redeveloping south west corner of block. • consider a midblock parking structure. This would require the re-routing of midblock utilities in order to preserve space for housing or other development to face the street. • locate residential parking underground Block 36 • maintain and expand mid block lot (15 spc) when redeveloping southwest corner of block • locate residential parking underground • provide short term on -street parking on 3rd Street Other • work with property owners on blocks 31, 32, 18,17 to create shared parking arrangements City of Monticello Downtown Small Area Plan I Character Areas N S M T W T F S 2 3 4 5 6 7 8 10 11 12 13 - 15 16 17 18 19 20 21 22M 24 25 26 27 - S M T W T F S 2 3 4 5 6 7 8 10 11 12 13M 15 16 17 18 19 20 21 22M 24 25 26 27M 29 30 31 S M T W T F S 1 2 3 4 6 7 8 9 10 12 14 15 16 17 18 19 20 21 22 23 24M 26M 28 29 30 S M T W T F S 1 2 4 5 6 7 8 10 12 13 14 15 16 17 18 19 20 21 22M 24M 26 27 28 29 30 31 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12MIM 14 15 16 17 18 19 20 21 - 23 24 25 26 . 28 29 30 City of Monticello Central Monticello Redevelopment Project No. 1 Establishment of Tax Increment Financing District No. 1-45 Redevelopment TIF District Block 52 Public Hearing on May 23 February 23 EDA considers TIF application from developer February 23 EDA request City Council call for hearing March 14 City Council calls for public hearing March 18 Preliminary Draft TIF Plan distributed April 12 Last day for written notice to County Commissioner April 22 Last day for notice and TIF plan and fiscal implications to County and School District May 3 Planning Commission review May 9 Last day to submit public hearing notice to newspaper, by 4pm May 12 Public hearing notice published in the newspaper May 23 Public hearing opened and continued to June 27 May 28 New 30 day notice sent to County and School District (provided updated TIF Plan) May 28 Updated letter to county commissioner informing of continued public hearing date June 8 EDA approval of TIF, subject to Council approval June 13 Last day to submit public hearing notice to newspaper, by 4pm June 16 Public hearing notice published in the newspaper for continued public hearing June 27 Continued public hearing date and establishment of TIF District * Timing of request for certification of the TIF District may occur before or after June 30, 2022. Timing will depend on specific facts for the project and timing for commencement of the project. Notes: 1City Council regular meeting dates. 2 Economic Development Authority (EDA) regular meeting dates. 3 Planning Commission regular meeting dates. 4 City publication dates need to be confirmed by City. .-6-. NORTHLAND PUBLIC FINANCE 5/19/2022 CITY OF MONTICELLO NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the City Council of the City of Monticello, Minnesota, will hold a public hearing on Monday, June 27, 2022, at approximately 6:30 p.m. in the City Hall Council Chambers, 505 Walnut Street, Monticello, relating to the proposed establishment of Tax Increment Financing District No. 1-45 (the "TIF District") within the Central Monticello Redevelopment Project No. 1, and the proposed approval of a Tax Increment Financing Plan relating to the TIF District, pursuant to Minnesota Statutes, Sections 469.090 to 469.1081, as amended, and Sections 469.174 through 469.1794, as amended. Copies of the proposed Tax Increment Financing Plan will be on file and available for public inspection at the office of the City Clerk at City Hall. The property included within Central Monticello Redevelopment Project No. 1 is described in the Redevelopment Plan on file in the office of the City Clerk. The property to be included within the proposed TIF District is described in the Tax Increment Financing Plan on file in the office of the City Clerk. The boundaries of Central Monticello Redevelopment Project No. 1 and the proposed TIF District are shown in the following map. All interested persons may appear at the hearing and present their views orally or in writing prior to the hearing to City Hall, 505 Walnut Street, Monticello, MN 55362. BY ORDER OF THE CITY COUNCIL /s/Jennifer Schreiber City Clerk MN190\159\802607.v1 MN 190\ 159\802607.v 1 City Council Agenda: 06/27/2022 3B. PUBLIC HEARING Consideration of adopting Resolution 2022-72 authorizing a Minnesota Investment Fund (MIF) grant application submittal to MN -DEED in the amount of $220,000 in support of Wiha Tools new facility development proposal Prepared by: Meeting Date: ❑ Consent Agenda Item Economic Development Manager 06/27/2022 ® Public Hearing Item ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to adopt Resolution 2022-72 authorizing submittal of a Minnesota Investment Fund (MIF) Grant Application to MN -DEED in the amount of $220,000 related to a 78,400 square assembly and warehouse facility development proposal. REFERENCE AND BACKGROUND Willi Hahn Corporation, USA, dba Wiha Tools, is a unit of a German -based international manufacturer and distributor of premium hand tools used by contractors. Due to steady continued growth, Wiha Tools has determined that its current facilities located at sites on Dundas Court are inadequate to support the firm's projected growth. Through its planning process, it recognizes that it needs to nearly double its space to meet growing customer demand. To solve these space need challenges, Wiha Tools is proposing to build a new 78,400 square foot warehouse and assembly facility on a vacant 12 -acre site along 7t" Street East in Monticello. The company plans to start construction on the new facility in October 2022 with a goal of moving into the new building in late fall of 2023. It will then vacate its existing 26,475 square foot building located at 1348 Dundas Circle. As part of the expansion, Wiha is proposing to add 41 new FTE jobs to its current workforce of 61 FTE staff. Wiha Tools anticipates the initial building will be followed by a second phase expansion in 2026 or 2027. Job growth will also continue as the facility is expanded in the second phase. The estimated cost of Phase I of the project is $13,400,000 +/-. This total includes nearly $2,000,000 of new equipment. Wiha Tools has identified a funding gap of nearly $1,600,000 for the Phase I project. To fill the financing gap, they are seeking assistance through various City, EDA and State of Minnesota (MN -DEED) economic development funding tools. The specific City Council Agenda: 06/27/2022 economic development assistance programs identified with the potential to fill the funding gap are noted below: • MN -DEED -Job Creation Fund (JCF) Grant program ($660,000; PFP) • MN -DEED - Minnesota Investment Fund (MIF) Program ($220,000) • Greater Monticello Enterprise Fund (GMEF) Loan Program ($250,000) • TIF Assistance (Economic Development TIF District 1-46) ($1,151,000), Please note that the 7t" Street East site is large enough to accommodate the planned second phase project of 78,400 square feet. The company envisions needing to achieve its goal of the optimal building size of 156,800 +/- square feet within the next 5 to 6 years. A second phase project may require an additional capital investment of approximately $9,500,000 +/-. The MIF Grant program is an appropriate assistance format for the Wiha Tools development proposal since it involves development of new production and warehouse facilities, creates 41 new jobs and leverages a significant amount of private capital; a ratio of 12:1 (including all proposed non -private sources). The job creation component is a key part of the application scoring criteria. MN -DEED staff have indicated that if approved, the funding could be in the form of a forgivable loan (grant) to Wiha Tools. Wiha Tools officials are indicating that without identified financial assistance, it may not be able to complete the project as currently proposed. For the Wiha Tools proposal, the MIF funding is specifically allocated to help with equipment purchase costs. If the $220,00 in MIF funding is approved, it would be in the form of a grant to the City for the specific purpose of assisting Wiha Tools with the development proposal. It would be transferred to Wiha Tools as a forgivable loan (grant) based on the project completion and future job creation performance. If Wiha is not able to secure the necessary amount of gap funding, it has several potential alternative solutions. Among those are to downsize the project which will affect productivity and growth. While not ideal, it could also continue to operate from its current facility and find additional space to rent. Another option would be to relocate to an appropriately sized facility outside of Monticello as there are not currently any available large buildings for rent in the City of Monticello. The company's preferred plan is to develop a new building in the City of Monticello where it has been growing and has access to a stable, reliable workforce. City staff have developed a scoring system to evaluate the merits of economic development projects. It has been used consistently since 2016. The score includes factors directly related to economic development goals including employment, living wage, total payroll, tax base, and job creation and/or retention. Based on the metrics, the score for the Wiha Tools new development proposal is 34.5. This is among the highest scores of numerous compared proposals over the past few years. City Council Agenda: 06/27/2022 Budget Impact: The budget impact from the MIF Grant Resolution is minimal. II. Staff Workload Impact: The staff workload related to supporting Wiha Tools MIF Grant application to MN -DEED is minimal. If the MIF grant application is approved, City staff will be responsible for facilitating the funding draws from the State as well as the disbursements to Wiha Tools. City staff will also complete the annual job creation compliance reports and submit those to MN -DEED. III. Comprehensive Plan Impact: Continuing to support Monticello industrial users who meet the City's goals for employment and tax base is consistent with the Monti 2040 Value Statement for "A diversified and strong local economy competitive at regional, state and national levels." The Monti 2040 Plan's Economic Development chapter includes numerous statements aligning with this project expansion, including those for business retention, reinvestment, tax base expansion and workforce development. STAFF RECOMMENDED ACTION City staff recommends adoption of Resolution 2022-72 authorizing a MIF Grant Application submittal to MN -DEED in the amount of $220,000 in support of Wiha Tools new facility development proposal. Wiha Tools is proposing a significant investment in a new 78,400 square foot facility at a vacant 12 -acre parcel along 71" Street East. They are also proposing to add 41 new FTE staff at the facility over the next three years. If Wiha Tools cannot fill its identified funding gap to finance the proposed project, it may have to delay or cancel the facility development as proposed and eventually seek out other viable alternatives. SUPPORTING DATA A. Resolution 2022-72 B. Wiha Tools New Facility Development Cost Estimates -Uses C. Summary of MIF Grant Program D. Wiha Tools New Facility Proposal Point Score Analysis E. Public Hearing Notice CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION 2022-72 A RESOLUTION APPROVING THE SUBMITTAL OF A MINNESOTA INVESTMENT FUND (MIF) PROGRAM FUNDING APPLICATION IN THE AMOUNT OF $220,000 RELATED TO A 78,400 SQUARE FOOT ASSEMBLY AND WAREHOUSE FACILITY DEVELOPMENT PROPOSAL BE IT RESOLVED that the City of Monticello act as the legal sponsor for the project contained in the Minnesota Investment Fund Application to be submitted on or about June 28, 2022, and that Mayor, Lloyd Hilgart and City Administrator, Rachel Leonard, are hereby authorized to apply to the Department of Employment and Economic Development (MN -DEED) for funding of this project on behalf of WiHa Tools; and BE IT FURTHER RESOLVED that the City of Monticello has the legal authority to apply for financial assistance, and the institutional, managerial, and financial capability to administer the proposed project; and BE IT FURTHER RESOLVED that the City of Monticello has not violated any Federal, State, or local laws pertaining to fraud, bribery, kickbacks, collusion, conflict of interest or other unlawful or corrupt practice; and BE IT FURTHER RESOLVED that upon approval of its application by the State, the City of Monticello may enter into a Grant Contract with the State of Minnesota for the approved project, and that the City of Monticello certifies that it will comply with all applicable laws, statutes, regulations and rules as stated in the Grant Contract and described in the Project Compliance Certification of the Application; and AS APPLICABLE, BE IT FURTHER RESOLVED that the City of Monticello has obtained credit reports and credit information on WiHa Tools. Upon review by the City of Monticello and Kennedy and Graven, Chartered, no adverse findings or concerns regarding, but not limited to, tax liens, judgments, court actions, and filings with state, federal and other regulatory agencies were identified. Failure to disclose any such adverse information could result in revocation or other legal action. NOW, THEREFORE BE IT RESOLVED that Mayor, Lloyd Hilgart and City Administrator, Rachel Leonard, or their successors in office, are hereby authorized to execute the Grant Contract and amendments, thereto, as are necessary to implement the project on behalf of the City of Monticello. I CERTIFY THAT the above resolution was adopted by the City Council of the City of Monticello on this 27ffi day of June, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk Land Maas Property 799,000 Total Land 799,000 Site Preparation Excavation / Grading 500,000 Asphalt Paving 450,000 Concrete Curb & Gutter 75,000 Landscaping 80,000 Irrigation 33,000 Sewer & Water Utilities 500,000 Total Facility 1,638,000 Building New Construction 9,000,000 Total Building 9,000,000 Total Capital Building/Land Cost 11,437,000 Capital Equipment 2,000,000 Total Capital Cost 13,437,000 6/23/22, 11:36 AM Minnesota Investment Fund (MIF) / Minnesota Department of Employment and Economic Development EMPLOYMENT AND ECONOMIC DEVELOPMENT Minnesota Investment Fund The Minnesota Investment Fund provides financing to help add new workers and retain high-quality jobs on a statewide basis. The focus is on industrial, manufacturing, and technology -related industries to increase the local and state tax base and improve economic vitality statewide. Revolving Loan Fund Onetime Exception (/deed/business/financing-business/deed-programs/mif/onetime.jsp). For More Information Contact the Office of Business Finance(maiIto: Business. Finance@state.mn.us) at 651-259-7430 or toll-free at 800-657-3858. Overview Funds are awarded to local units of government who provide loans to assist expanding businesses. Cities, counties, townships, certain development authorities and recognized Indian tribal governments are eligible for this fund. Project Requirements All projects must meet minimum criteria for private investment, number of jobs created or retained, and wages paid. At least 50% of total project costs must be privately financed through owner equity and other lending sources (most applications selected for funding have at least 70% private financing). Prevailing Wage Requirements Projects that receive $500,000 or more in MIF assistance are subject to prevailing wage requirements. See more about Prevailing Wage Requirements (/deed/assets/prevailing-wage tcm1045-420167.pdf). Jobs and Wages All projects must meet minimum job and wage goals. For questions about how to determine wage levels, please refer to the Wage and Benefit Guidelines (/deed/assets/wage-benefits tcm1045-325122.pdf),. Terms and Interest Terms are for a maximum of 20 years for real estate and a maximum of 10 years for machinery and equipment. Interest rates are negotiated. https://mn.gov/deed/business/financing-business/deed-programs/mif/ 1/8 6/23/22, 11:36 AM Minnesota Investment Fund (MIF) / Minnesota Department of Employment and Economic Development Eligibility The Minnesota Investment Fund (MIF) is a loan program and available to businesses engaged in manufacturing, warehousing, distribution, technology -related industries, and other activities that could be located generally anywhere yet still serve the same market and customers. It is designed to generate new income or wealth to the state that would not be generated by local market demand conditions. Companies must work with the local government (city, county or township) where a project is located to apply to DEED to receive a MIF award. To receive a MIF loan, a business must, at minimum meet the following requirements: o Be engaged in an eligible business activity o Certify that funds will not be used for the operation, construction or expansion of a casino, a sport facility that has a professional sports team as a principal tenant or any firm engaged in retailing merchandise • Obtain local government support for their project via council resolution • Match any MIF from private funds or financing • Be in financial position to repay the loan o Meet minimum wage requirements for new Twin Cities jobs or for new Greater Minnesota jobs • Commit to meeting minimum levels of private investment, job creation/retention, and wage benefits within 2 years o Have other location options outside of Minnesota o Cause no undue harm to Minnesota business competitors o Certify that the project would not occur without MIF assistance o Certify that the project has not yet started (i.e., no building permits, bids, construction, equipment purchases). The size of an award depends on variety of factors including (but not limited to) Minnesota's competitiveness, local economic conditions, job creation and wage levels. All expenditures and hiring related to the MIF assistance may not occur until funding has been formally approved. https://mn.gov/deed/business/financing-business/deed-programs/mif/ 2/8 Name of Project: 041o"1I�o2Z, \e_c SYIPA� v 1. Number of New Employees Point Value Number +1 1-5 +2 6-15 +3 16-30 +4 31-50 +5 51 + 2. Number of Jobs Per Acre Point Value Number Per Acre +1 1— 2 per acre +2 3 — 4 per acre +3 �5—�6e �ac e +4 6 — 7 per acre +5 8 + per acre 3. Average Wages for New Jobs Point Value Pay Range Dollar Weighting +1 $15,000-24,999 $20,000 +2 $25,000-29,999 $27,500 +3 $30,000-44,999 $37,500 +4 $45,000-59,999 $52,500 +5 $60,000+ $60,000 4. Public Assistance per New Jobs OO OC7�DPublic Assistance 5qNumber of new jobs created 2 Total Empl sl$3 W Public Assistance per new job Point Value Public Dollars Invested Per New Job +1 Over $50,000 +2 $40,000 to $49,999 +3 $30,000 to $39,999 +4 $20,000 to $29,999 +5 $0 to $19,999 5. Number of Years of TIF Assistance Needed +0 s +1 8 years +2 7 years or less 6. Developed Assessed Value Per Acre Point Value Value Per Acre +1 $150,000-199,999 +2 $200,000-349,999 +3 $350,000-499,999 +4 $500,000-599,999 +5 $600,000+ 7. Business Retention Point Value Number of Retained Jobs +0.5 1-5 jobs +1 6-10 jobs +1.5 11-30 jobs +2 31-50 jobs +2.5 50-100 'ob +3 101 + jobs 3 O 8. Ratio of Private versus Public Investment in Project $ 10 ,10 0 a DO Private Investment 1 0(2 0 EDA/Public Investment • 1 n DO Total Investment _LD.7 Z- Ratio of Private versus Public financing Point Value Ratio +1 over 2:1 +2 over 3:1 +3 over 4:1 +4 over 5:1 +5 rLr 6:1 or greate I-C4,o 1Q., 9. Significant Community Impact Point Value Unsubsidized Spin -Off development potential +1 Low potential fors in -off of unsubsidiud cleveloomen + Moderate potential for spin-off unsubsidized development +3 High potential for spin-off unsubsidized development 10. Tenure in Business Operation Point Value Number of Years in Business +1 Five years or less a+3 6 to 10 year:::::11 years or more El 11. Environmental Impacts Point Value Types of Environmental Issues +1 Enhances the environments aspects of a site via clean-up 'of or improved aesthetics via unique site or architectural features -0- No impacts -1 Noise Issues -2 Noise and negative visual aesthetics -3 Noise, odors, dust, traffic and negative visual aesthetics WORKSHEET SUMMARY Factors Total Points #1. Number of New Employees S-(1-5) #2. Number of Jobs Per Acre (1-5) #3. Average Wages for New Jobs 26-30 #4. Public Assistance Per New Job 100 percent discount from market price = $1.00 for the entire lot #5. Number of Years of TIF Assistance (1-2) #6. Developed Assessed Value Per Acre (1-5) #7. Business Retention (# of Jobs) (.5-3) #8. Ratio of Private to Public Invest. J (1-5) #9. Significant Impact/Comp Plan Goals (1-3) #10. Number of Years of Business Oper. (1-3) #11. Environmental Impacts (-3 to +1) 34--o5 Total Points Total Possible Points = 42 Total Worksheet Points Equated to Land Price Total Overall Points Price for Otter Creek Land 1-5 $3.16 per sq. ft. (No TIF) 5-10 $3.16 per sq. ft. with TIF as a land reimbursement to developer 11-15 20 percent discount from market price = $2.53 per sq. ft. 16-20 40 percent discount from market price = $1.90 per sq. ft. 21-25 60 percent discount from market price = $1.26 per sq. ft. 26-30 80 percent discount from market price = $.63 per sq. ft. 31-42 100 percent discount from market price = $1.00 for the entire lot 5 Economic Development Assistance Impact Score (April 7, 2022) Company - Project Name Total Score Comments; key factors Shred -N -Go 22 Lower wages; ratio of assistance to private investment; Project Novus 33 High wages; number of jobs; value of investment Suburban Manufacturing 28 Retained jobs; Walker In -Store Advertising 19 Dahlheimer Beverage 26 Karlsburger 20 Dahlheimer Expansion 25.5 Large Investment; low number of new jobs Project #6580 29.5 Higher wages; retained jobs; significant investment Project Kodiak 14 Large Investment; few jobs (6) Bondhus Corporation 31.5 Tiny site; significant investment; retained jobs Project Stallion (01-12-22) 32.5 # of new jobs + value of invest per acre + jobs per acre; moderate Pub assistance Project Shepherd (04-07-22) 34.50 larger site impacts score; function of the available privately owned site Notice of Public Hearing City of Monticello City Council Notice is hereby given that on Monday, June 27, 2022, at the Monticello Community Center, the City of Monticello will hold a public hearing concerning submittal of an application to the Minnesota Department of Employment and Economic Development for a grant under the Minnesota Investment Fund (MIF) program. The City of Monticello is requesting approximately $220,000 to assist with the development of a new facility for WiHa Tools. The funds will be used to assist in the acquisition of land and development of a new 78,400 square foot light assembly and distribution facility. Willa Tools intends to create approximately 41 new FTE jobs over the next three years. All interested parties are invited to attend the public hearing at which time you will be given the opportunity to express comments on the project. Written testimony will also be accepted at the public hearing. Written comments must be received by Thursday, June 23, 2022, at 505 Walnut Street, Suite 1, Monticello, MN 55362, or in an email to community.development@ci.monticello.mn.us. Specific questions can be directed to Jim Thares, Economic Development Manager at 763-271-3254 or iim.tharesPci.monticello.mn.us. The City of Monticello makes reasonable accommodation for any known disability and to meet the needs of non-English speaking residents that may interfere with a person's ability to participate in this public hearing. Persons needing an accommodation must notify Jim Thares, Economic Development Manager at 763-271-3254 or jim.thares@ci.monticello.mn.us no later than Thursday, June 23, 2022, to allow adequate time to make needed arrangements. Dated: June 9, 2022 City Council Agenda: 06/27/2022 4A. Consideration to approve a Development Stage Planned Unit Development and Preliminary Plat for Haven Ridge, for replat of Haven Ridge 2nd Addition, a Proposed 59 -Unit Single Family Residential Development in an R-1 (Single -Family Residence) District. Applicant: Haven Ridge, LLC Prepared by: Meeting Date: ❑ Consent Agenda Item Northwest Associated Consultants 06/27/2022 ® Regular Agenda Item (NAC)/Community Development Director Reviewed by: Approved by: Project Engineer, City Engineer/Public City Administrator Works Director, Chief Building Official Decision 1: Consideration of a Preliminary Plat for Haven Ridge 2nd Addition Motion to adopt Resolution No. 2022-73 approving a preliminary plat (replat) of Haven Ridge 2nd Addition, a 59 -unit single family plat, based on findings in said resolution and subject to the conditions of Exhibit Z. Planning Commission unanimously recommends approval of the preliminary plat of Haven Ridge 2nd Addition. Decision 2: Consideration of a Development Stage PUD for Haven Ridge 2nd Addition Motion to adopt Resolution No. 2022-74 approving a Development Stage PUD for Haven Ridge 2nd Addition, a 59 -unit single family plat, based on findings in said resolution and subject to the conditions of Exhibit Z. Planning Commission unanimously recommends approval of the Development Stage PUD for Haven Ridge 2nd Addition. Rezoning of Haven Ridge 2nd Addition will be considered with the Final Stage PUD and Final Plat requests. Planning Commission recommended approval of the rezoning to PUD for Haven Ridge 2nd Addition. PREVIOUS COUNCIL ACTION April 26, 2021: City Council previously approved the final plat for Haven Ridge 2nd Addition consistent with the approved preliminary plat. Now the developer is seeking to replat the area, moving from 47 lots to 59 lots. City Council Agenda: 06/27/2022 March 14, 2022: City Council approved an extension for recording of the final plat including 47 lots for Haven Ridge 2nd to December 2022. REFERENCE AND BACKGROUND Property: Legal Description: Outlots B, C, D, E, Haven Ridge PID #: 155-259-000020; 000030; 000040; 000050 Planning Case Number: 2022-022 Request(s): A. Rezoning to PUD, Planned Unit Development To be considered at Final Plat/Final Stage PUD B. Preliminary Plat (Haven Ridge 2nd Addition) C. Development Stage Planned Unit Development Deadline for Decision: July 22, 2022 (60 -day deadline) September 22, 2022 (120 -day deadline) Land Use Designation: Low Density Residential Zoning Designation: R-1, Single Family Residence District; A -O, Agriculture -Open Space Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Surrounding Land Uses: North: Haven Ridge 1St Addition (R-1 Single Family) East: Vacant Agriculture South: Vacant Agriculture West: R-1 Single Family Project Description: The final plat of Haven Ridge 2nd Addition was previously approved by the City but not recorded. The proposed project reconfigures the original Preliminary Plat of 47 R-1 single-family lots to a total of 59 narrower single-family lots under a PUD zoning. (The original cover sheet for the plat showed 58 lots, but plan sheets detailed 59). The lots follow the same street pattern as the original plat approval. In this configuration, the original preliminary plat "Block 3" increases from 20 to 26 lots, "Block 4" increases from 16 to 20 lots, and "Block 5" from 11 to 13 lots. City Council Agenda: 06/27/2022 The applicant has proposed building plans with the proposed plat and PUD and indicated that they would meet the R-1 building fagade treatment requirements of at least 15% brick or stone. Other PUD aspects have not been suggested. The applicant notes that the plat changes are proposed due to extensive costs in accessing the property from the 11t Addition of Haven Ridge, which requires a street extension of more than 300 feet across a major power line and gas easement and corridor. These corridors are not buildable. Due to the grades, the power lines also must be raised, resulting in an expensive road with no lot frontages, complicated by the additional costs of the power line. The applicant further notes extensive wetland mitigation costs that have resulted in an inability to construct the 2nd phase as originally proposed. ANALYSIS: While technically separate, the Preliminary Plat and Development Stage PUD approvals typically run together, and share many of the same comments and review notes. Thus, this report consolidates the comments for these two approvals, although the City Council will be asked to consider separate resolutions for each action. Preliminary Plat: In 2019 and 2020, the City approved a Preliminary Plat for Haven Ridge, and then a Final Plat for Haven Ridge. The plat of Haven Ridge platted 27 single-family lots and then platted the remainder of the project area into a series of outlots. The original project consisted of approximately 260 single family lots and up to 75 townhouse lots on 213 acres. In 2020, the City approved the final plat of Haven Ridge 2nd Addition in April, 2021. The final plat for Haven Ridge 2nd Addition was consistent with the approved preliminary plat, with 47 single-family lots. An extension of the final plat approval to December 2022 was granted in March 2022. The proposed preliminary plat revision would increase the single-family lot count by 12 to a total of 59 as noted, along with required perimeter easements by lot. No other changes to the overall plat configuration would be affected by this proposal. Access and Circulation. The proposed lots are arranged along the same road pattern. There is no change to the road alignment or configuration. As an alternative to avoid the additional road and power line costs, the applicant would be required to rely on a single access for the 2nd Addition. Due to wetlands, there is no other City Council Agenda: 06/27/2022 access to these 47 (now 59) homes. This lot count is higher than recommended for a single access neighborhood, and would result in a dead-end street arrangement of more than 1,700 feet in the 2nd Addition, and leave the current 1,300 foot long cul-de-sac in place in the First Addition's 27 lots. The City's standard for cul-de-sac length is 600 feet. As such, the street connection across the power line easement is a critical component of the road network for the area. Lot Dimensions. The applicable R-1 zoning standards are as follows: Lot Area (Average): 12,000 square feet Lot Width (Average): 80 feet (70 minimum) Front Setback: 30 feet In the applicant's proposal, the standard R-1 lots of 80 feet in width with 10 -foot side setbacks are reduced to 62 feet in width with 6 -foot side setbacks. This results in a change from 60 -foot - wide building pads to 50 feet. The proposed plat has lot sizes that range in area from approximately 9,000 square feet to more than 12,000 square feet, with a few sized at much more in area. Minimum lot widths are listed at 62 feet. As noted above, the lots are arranged along the originally proposed street system, and as such, retain the same depths as previously planned. One comment relates to the lot arrangements in Block 5, Lots 2-5. These lots have lot lines that are not perpendicular to the street but have lot frontages slightly higher than the proposed 62 foot minimum. The applicant should verify that these lots have buildable widths of at least 50 feet and that side setbacks of no less than 6 feet are maintained as proposed with the remainder of the subdivision. Easements. The applicant's Preliminary Plat shows typical drainage and utility easements along the perimeter of all lots, in addition to covering the various stormwater ponds and wetlands. The detail shows the easements as 6 feet interior, and 12 feet along streets and at the perimeter of the plat, consistent with City requirements. There is a larger easement along several borders of the plat for proposed ponds and wetland areas. Park Dedication. Park Dedication remains as required by the Development Contract for the plat of Haven Ridge and is based on the area of the platted lots, along with the construction of the Fallon Avenue pathway along the proposed 2nd Addition plat. Wetland Impact. The applicant has provided an updated memo regarding the total wetland impact for the proposed replat. The total wetland impact with this plat has been reduced (Wetland 9 impact has been lessened) and the applicant has verified purchase of wetland credits required for the proposed mitigation associated with the 2nd Addition. The developer City Council Agenda: 06/27/2022 will be required to provide securities and a management plan associated with the enhancement of remaining wetlands in the 2nd Addition plat area. With the traffic circulation and pattern maintained and compliance with wetland requirements, staff are not recommending any update to the Environmental Assessment Worksheet. Development Stage PUD — Small Lot Single Family: Land Use. The land area of Haven Ridge 2nd Addition is currently guided Low -Density Residential, and zoned R-1 per the City's prior 2nd Addition plat approval and the Official Zoning Map. The proposed density for the replat of the 2nd Addition is just over 3 units/acre. This is well within the low-density range called for by the Monticello 2040 Plan at 3-6 units/acre. Building Design, Lot Area and Setbacks. The applicant has provided various floor plans and building elevations showing the building plans as examples only. However, they have committed to the current R-1 building materials standards. There are no other development details identified for this portion of the project to justify the City's use of PUD flexibility, and as such, staff is suggesting a series of minimum standards to apply pending the application moving forward to Final PUD approval. The recommended standards are taken generally from the City's T -N zoning district and were similarly applied to the recent Featherstone request for a small -lot residential PUD. The applicant's building and floor plans are not dimensioned, so the Planning Commission may wish to examine the plans for consistency with its expectations for PUD and residential development, as well as the specific standards suggested below. In specific, it may be difficult for the applicant to meet a strict 40% garage door width standard. If the elevations provided are generally acceptable to the Council, the Exhibit Z condition is drafted to accommodate that flexibility. While economic conditions are driving the interest in the lot size changes, the use of PUD is intended to balance zoning flexibility with additional development design amenities that result in a project that meets or exceeds the City's basic land use objectives. Staff would therefore recommend that standards in the PUD should include the following, at minimum which are an enhancement over the basic R-1 building standards: 1. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: a. 25 -foot front setbacks, with 6 feet side yards and 20 feet rear yards. b. Building sizes of 1,050 finished, and 2,000 square feet finishable area. c. Garage square footage of at least 480 square feet d. Roof pitches of at least 5:12. City Council Agenda: 06/27/2022 e. Brick/Stone on front facade equal to at least 15% of all front -facing surfaces. 2. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. 3. Usable front porches or similar features. 4. Front entry doors no greater than 6 feet farther back from the garage doors. 5. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. 6. Driveway standards per the R-1 District. (Added since the time of the Planning Commission for clarification.) Budget Impact: The applicant provides an escrow to cover the costs of review of the application. II. Staff Workload Impact: City Planner NAC prepared the staff report; their time is coded to the noted escrow. City also staff have time in the review of the application and staff report, estimated at 12 hours. III. Comprehensive Plan Impact: The City's adopted 2040 Comprehensive Plan and its supporting documents, including the 2020 Housing study, provide the basis for the development of the proposed housing. Staff has identified the following Comprehensive Plan Goals and Strategies as supporting the recommendation for approval. • Complete Neighborhoods/Neighborhood Diversity & Life -Cycle Housing: Within the Monticello 2040 Implementation chapter, this goal and policy encourages opportunities for residents to stay in Monticello, with additional options for estate residential, senior living, and other life -cycle options. Also included is a companion strategy small -lot single family homes, neo -traditional housing styles, and cottage homes. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the requests and held a public hearing on the items on June 7, 2022. The Commission noted the proposed PUD would narrow the lot widths from 80 feet to an average of approximately 62 feet. In consideration of that adjustment, the building design standards are proposed to require a higher standard of home design. It was noted that the location of the proposed roadway and utilities are the same as proposed with the prior 2nd Addition plat. The developer, Marc Schulte, was present to address the Commission as part of the public hearing. Mr. Schulte noted that the home designs included in the agenda packet are examples City Council Agenda: 06/27/2022 and actual designs would be confirmed once he has a final builder or builders identified. He explained that the lot size adjustment relates to changing market conditions and to the location of the gas line and powerline within the site; the powerline pole needs to be raised to provide proper spacing between the powerline and gas line following development. During the public hearing, a property owner in Haven Ridge 1St Addition indicated his preference that the existing Farmstead Avenue cul-de-sac remain at the end of 1St Addition. It was explained that due to emergency vehicle and traffic circulation requirements, the approved preliminary plat requires that Farmstead Avenue be continued to serve the 2nd Addition, providing two outlets for this area of the Haven Ridge neighborhood. An adjacent resident also expressed concern regarding narrowing of the lots and concern that this addition would not provide the step-up housing options originally intended, including specifically more two-story homes. Staff reiterated the additional design standards that would apply if the PUD were to be approved. An adjacent land -owner to the east addressed the Commission on the matter of extending utility stubs through the 2nd Addition Farmstead Circle NE cul-de-sac to potentially serve his property. Staff explained that the City's long-range plans show service to the property from the north, rather than west. However, it was noted that the developer and property owner could further discuss that evaluation for city review and comment. Following the public hearing, the Commission voted unanimously to recommend approval of the preliminary plat and Development Stage PUD for Haven Ridge 2nd Addition. STAFF RECOMMENDED ACTION With the conditions listed in Exhibit Z, Planning Staff recommends approval of: (1) The rezoning to PUD (2) Development stage PUD which incorporates the development standards suggested in this report, including the R-1 building materials standards and other T -N standards as noted. (3) Preliminary Plat which accommodates the plat lot size reductions as proposed. The project is consistent with the land use plan and provides an appropriate level of transition in densities and unit styles for the existing and proposed land uses in the area. The proposed 2nd Addition lies between the standard R-1 lots and unit styles to the north and the proposed townhome area to the south. The proposed density of the 2nd Addition is within the range prescribed for Low Density land uses in the Monticello 2040 Plan. City Council Agenda: 06/27/2022 With the building design standards proposed by staff and included within Exhibit Z, staff believes the proposed lot reconfiguration to be consistent with the intent of PUD zoning. SUPPORTING DATA A. Resolution 2022-73 B. Resolution 2022-74 C. Resolution PC -2022-038, Rezoning to PUD D. Resolution PC -2022-039, Preliminary Plat of Haven Ridge 2nd Addition E. Resolution PC -2022-040, Development Stage PUD F. Ordinance No. XXX G. Aerial Image H. Applicant Narrative I. Civil Plans a. Overall Boundary b. Existing Conditions c. Preliminary Plat d. Removals Plan e. Site and Utility Plan f. Grading Plan g. Erosion Control Plan J. Tree Preservation Plan K. Landscape Plan L. Lighting Plan M. Sample Building Elevations and Floor Plans N. City Engineer's Letter, dated June 2, 2022 City Council Agenda: 06/27/2022 EXHIBIT Z Conditions of Approval Haven Ridge 2nd Addition Preliminary Plat, Rezoning to PUD, and Development Stage PUD 1. The preliminary plat is contingent on approval of the Development Stage PUD. 2. The PUD is conditioned on buildings and streetscape generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: a. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: b. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. c. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front facade equal to at least 15% of all front -facing surfaces. g. Livable portions of the home exposed to the front street PA less than will achieve between 40-50% of the width of the structure, with designs to be approved through the PUD process. (Modified following Planning Commission meeting) h. Usable front porches or similar features. i. Front entry doors no greater than 6 feet farther back from the garage doors. j. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. k. Driveway standards per the R-1 District. (Added since the time of the Planning Commission for clarification.) 3. Park Dedication will be required as a part of the small -lot single family development area as approved with the prior 2nd Addition, adjusted based on current values of land area and trail construction cost. 4. Verification of buildable widths in Block 5. 5. Comments and recommendations of the City Engineer in their letter dated June 2, 2022. City Council Agenda: 06/27/2022 6. Comments and recommendations of other staff and the Planning Commission following the public hearing. 7. Execution of an amended PUD agreement governing the remaining development in accordance with the standard requirements and the additional recommendations noted in this report. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-73 APPROVAL OF A PRELIMINARY PLAT FOR THE HAVEN RIDGE 2ND ADDITION SINGLE FAMILY RESIDENTIAL PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request for a Preliminary Plat, amending a prior preliminary plat through PUD, reducing lot sizes below the minimum R-1 zoning district requirements; and WHEREAS, the site is zoned R-1, Single Family Residential District and A-0, Agriculture -Open Space District, the former which allows single family residential development when platting according to the original PUD approval in 2020; and WHEREAS, the proposed use and development of the future residential areas as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the applicant is seeking a rezoning of the property to PUD, Planned Unit Development to accommodate the smaller lot sizes in concert with specific building and site development standards in the PUD proposal; and WHEREAS, PUD flexibility is requested to help cover unusual additional costs from the crossing of the powerline and gas line easements for a 350 foot street extension with no developable frontage, combined with costs to raise the power lines to create clearances required by the easement holders; and WHEREAS, the applicant is not changing the street configuration or traffic circulation patterns and does not require any amendments to the Environmental Assessment Worksheet; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing June 7, 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 recommended approval of the preliminary plat of Haven Ridge 2nd Addition; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-73 WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 2. The proposed Preliminary Plat incorporates standards of the PUD applicable to the R-1 and T -N zoning district which properly address the impacts of small lot development. 3. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. No other changes or impacts resulting from the proposed platting or development are anticipated. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Preliminary Plat of Haven Ridge 2nd Addition subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The preliminary plat is contingent on approval of the Development Stage PUD. 2. The PUD is conditioned on buildings and streetscape generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: a. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: b. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. c. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front fagade equal to at least 15% of all front - facing surfaces. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-73 g. Livable portions of the home exposed to the front street will achieve between 40-50% of the width of the structure, with designs to be approved through the PUD process. h. Usable front porches or similar features. i. Front entry doors no greater than 6 feet farther back from the garage doors. j. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. k. Driveway standards per the R-1 District. 3. Park Dedication will be required as a part of the small -lot single family development area as approved with the prior 2nd Addition, adjusted based on current values of land area and trail construction cost. 4. Verification of buildable widths in Block 5. 5. Comments and recommendations of the City Engineer in their letter dated June 2, 2022. 6. Comments and recommendations of other staff and the Planning Commission following the public hearing. 7. Execution of an amended PUD agreement governing the remaining development in accordance with the standard requirements and the additional recommendations noted in this report. ADOPTED this 27th day of June 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. 2022-74 APPROVAL OF A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR THE HAVEN RIDGE 2"D ADDITION SINGLE FAMILY RESIDENTIAL PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request for a Preliminary Plat, amending a prior preliminary plat through PUD, reducing lot sizes below the minimum R-1 zoning district requirements; and WHEREAS, the site is zoned R-1, Single Family Residential District and A-0, Agriculture -Open Space District, the former which allows single family residential development when platting according to the original PUD approval in 2020; and WHEREAS, the proposed use and development of the future residential areas as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the applicant is seeking a rezoning of the property to PUD, Planned Unit Development to accommodate the smaller lot sizes in concert with specific building and site development standards in the PUD proposal; and WHEREAS, PUD flexibility is requested to help cover unusual additional costs from the crossing of the powerline and gas line easements for a 350 foot street extension with no developable frontage, combined with costs to raise the power lines to create clearances required by the easement holders; and WHEREAS, the applicant is not changing the street configuration or traffic circulation patterns and does not require any amendments to the Environmental Assessment Worksheet; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing June 7, 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 recommended approval of the preliminary plat of Haven Ridge 2nd Addition; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-74 WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 2. The proposed Preliminary Plat incorporates standards of the PUD applicable to the R-1 and T -N zoning district which properly address the impacts of small lot development. 3. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. No other changes or impacts resulting from the proposed platting or development are anticipated. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Development Stage PUD for Haven Ridge 2nd Addition subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The preliminary plat is contingent on approval of the Development Stage PUD. 2. The PUD is conditioned on buildings and streetscape generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: a. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: b. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. c. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front fagade equal to at least 15% of all front - facing surfaces. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-74 g. Livable portions of the home exposed to the front street will achieve between 40-50% of the width of the structure, with designs to be approved through the PUD process. h. Usable front porches or similar features. i. Front entry doors no greater than 6 feet farther back from the garage doors. j. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. k. Driveway standards per the R-1 District. 3. Park Dedication will be required as a part of the small -lot single family development area as approved with the prior 2nd Addition, adjusted based on current values of land area and trail construction cost. 4. Verification of buildable widths in Block 5. 5. Comments and recommendations of the City Engineer in their letter dated June 2, 2022. 6. Comments and recommendations of other staff and the Planning Commission following the public hearing. 7. Execution of an amended PUD agreement governing the remaining development in accordance with the standard requirements and the additional recommendations noted in this report. ADOPTED this 27th day of June 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 PLANNING COMMISSION RESOLUTION NO. PC -2022-038 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE ESTABLISHING THE HAVEN RIDGE 2ND ADDITION PUD DISTRICT, AND REZONING THE SUBJECT TO PROPERTY TO PUD, HAVEN RIDGE 2ND ADDITION PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request for a PUD by amending a preliminary plat approval, reducing lot sizes below the minimum R-1 zoning district requirements; and WHEREAS, the site is zoned R-1, Single Family Residential District and A -O, Agriculture -Open Space District, the former which allows single family residential development when platting according to the original PUD approval in 2020; and WHEREAS, the applicant is seeking a rezoning of the property to PUD, Planned Unit Development to accommodate the smaller lot sizes in concert with specific building and site development standards in the PUD proposal; and WHEREAS, the proposed use and development of the future residential areas as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the applicant is not changing the street configuration or traffic circulation patterns and does not require any amendments to the Environmental Assessment Worksheet; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing on June 7t", 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 recommendation of approval: The proposed uses are consistent with the existing and future land uses in the area in which they are located. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-038 2. The proposed PUD incorporates standards of the PUD applicable to the R-1 and T -N zoning district which properly address the impacts of small lot development. 3. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. No other changes or impacts resulting from the proposed platting or development are anticipated. 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 Zoning Ordinance and Map amendments establishing the Haven Ridge 2nd Addition PUD District. ADOPTED this 7t" day of June, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: drew Tapper, V' - air ATTEST: Angela Sch4ano, �ommunity Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-39 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING RECOMENDING APPROVAL OF A PRELMINARY PLAT FOR THE HAVEN RIDGE 2ND ADDITION SINGLE FAMILY RESIDENTIAL PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request for a Preliminary Plat, amending a prior preliminary plat through PUD, reducing lot sizes below the minimum R-1 zoning district requirements; and WHEREAS, the site is zoned R-1, Single Family Residential District and A -O, Agriculture -Open Space District, the former which allows single family residential development when platting according to the original PUD approval in 2020; and WHEREAS, the proposed use and development of the future residential areas as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the applicant is seeking a rezoning of the property to PUD, Planned Unit Development to accommodate the smaller lot sizes in concert with specific building and site development standards in the PUD proposal; and WHEREAS, the applicant is not changing the street configuration or traffic circulation patterns and does not require any amendments to the Environmental Assessment Worksheet; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing June 7, 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 recommendation of approval: The proposed uses are consistent with the existing and future land uses in the area in which they are located. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-39 2. The proposed Preliminary Plat incorporates standards of the PUD applicable to the R-1 and T -N zoning district which properly address the impacts of small lot development. 3. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. No other changes or impacts resulting from the proposed platting or development are anticipated. 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 Development Stage PUD subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The PUD is conditioned on buildings and streetscape generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: a. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: b. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. c. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front facade equal to at least 15% of all front -facing surfaces. g. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. h. Usable front porches or similar features. i. Front entry doors no greater than 6 feet farther back from the garage doors. j. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. 2. Park Dedication will be required as a part of the small -lot single family development area as approved with the prior 2nd Addition, adjusted based on current values of land area and trail construction cost. 3. Verification of buildable widths in Block 5. 4. Comments and recommendations of the City Engineer in their letter dated June 2, 2022. 5. Comments and recommendations of other staff and the Planning Commission following the public hearing. Irk CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-39 6. Execution of an amended PUD agreement governing the remaining development in accordance with the standard requirements and the additional recommendations noted in this report. ADOPTED this 7th day of June, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Andrew Tapper, 'ce-Chair ATTEST: 0 Angela chum 21 o munity Development Director 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-040 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING RECOMENDING APPROVAL OF A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR THE HAVEN RIDGE 2"D ADDITION SINGLE FAMILY RESIDENTIAL PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request for a PUD by amending a preliminary plat approval, reducing lot sizes below the minimum R-1 zoning district requirements; and WHEREAS, the site is zoned R-1, Single Family Residential District and A -O, Agriculture -Open Space District, the former which allows single family residential development when platting according to the original PUD approval in 2020; and WHEREAS, the proposed use and development of the future residential areas as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the applicant is seeking a rezoning of the property to PUD, Planned Unit Development to accommodate the smaller lot sizes in concert with specific building and site development standards in the PUD proposal; and WHEREAS, the applicant is not changing the street configuration or traffic circulation patterns and does not require any amendments to the Environmental Assessment Worksheet; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing June 7, 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 recommendation of approval: 1. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 2. The proposed PUD incorporates standards of the PUD applicable to the R-1 and T -N zoning district which properly address the impacts of small lot development. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-040 3. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. No other changes or impacts resulting from the proposed platting or development are anticipated. 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 Development Stage PUD subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The PUD is conditioned on buildings and streetscape generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: a. Adherence to the City's T -N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: b. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. c. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front facade equal to at least 15% of all front - facing surfaces. g. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. h. Usable front porches or similar features. i. Front entry doors no greater than 6 feet farther back from the garage doors. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-040 2. Park Dedication will be required as a part of the small -lot single family development area as approved with the prior 2nd Addition, adjusted based on current values of land area and trail construction cost. 3. Verification of buildable widths in Block 5. 4. Comments and recommendations of the City Engineer in their letter dated June 2, 2022. 5. Comments and recommendations of other staff and the Planning Commission following the public hearing. 6. Execution of an amended PUD agreement governing the remaining development in accordance with the standard requirements and the additional recommendations noted in this report. ADOPTED this 7t" day of June, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: Andrew Tapper, Vi - air ATTEST: r, Angela chumann, prnmunity Development Director 3 ORDINANCE NO. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE HAVEN RIDGE PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM R-1, SINGLE FAMILY RESIDENTIAL DISTRICT TO PUD, HAVEN RIDGE 2ND ADDITION, PLANNED UNIT DEVELOPMENT DISTRICT: HAVEN RIDGE 2ND 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: (_xx_) Haven Ridge 2nd Addition PUD District (a) Purpose. The purpose of the Haven Ridge 2nd Addition PUD District is to provide for the development of certain real estate subject to the District for single family residential land uses. (b) Permitted Uses. Permitted principal uses in the Haven Ridge 2" Addition PUD District shall be single family residential uses as found in the R-1, Single Family 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 single family 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 Haven Ridge 2nd Addition PUD District shall adhere to the approved final stage PUD plans and development agreement. Specific to the single family dwellings in the District, the following requirements shall apply: a. Adherence to the City's T -N, Traditional Neighborhood zoning ORDINANCE NO. lot standards and setbacks, in the absence of a PUD design element addressing the other items in this section. Those standards include the following: b. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. c. Building sizes of 1,050 finished, and 2,000 square feet finishable area. d. Garage square footage of at least 480 square feet e. Roof pitches of at least 5:12. f. Brick/Stone on front fagade equal to at least 15% of all front - facing surfaces. g. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. h. Usable front porches or similar features. i. Front entry doors or full=width covered front porches no more than 6 feet farther back from the street than the garage doors. j. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. (e) In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-1, Single Family Residential District shall apply. (f) Amendments. Where changes to the PUD are proposed in the manner 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 R-1, Single Family Residential District to PUD, Haven Ridge 2nd Addition Planned Unit Development District: Haven Ridge 2nd 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. 2 ORDINANCE NO. 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 Lloyd Hilgart, Mayor ATTEST: Rachel Leonard, Administrator AYES: NAYS: Consideration of Rezoning to PUD, Dev. Stage PUD, Preliminary and Final Plat of Haven Ridge for Replat of Haven Ridge 2nd Addition Created by: City of Monticello HAVE -R I D G E_ Site Data for Haven Ridge Monticello MN Applicant: Haven Ridge L.L.C. 100 South 5th Street Suite 1900 Minneapolis, MN 55402 952-687-9590 Property Numbers: Parcel ID - 155259000020 Parcel ID - 155259000040 Parcel ID - 155259000050 Parcel ID - 155259000030 Narrative: Haven Ridge L.L.C. is proposing to increase the density of phase 2 from 47 single family lots to 59 lots. This would take the lot widths from 80 ft wide lots with a 7.5 ft setback to 62 ft wide with a 6 ft setback which would leave a 50 ft wide building pad unchanged from the first phase. We will be grading the lots to be both look out and walk out lots. The builders will have the option to either do a Split entry look out or a 2 story look out on the lookout lots. The previous plan was to do all 2 stories but have decided it would be better if builders had an option to do splits as well. Given the ever -shifting market conditions the lot variability will create a nice option for the new homeowners to decide what suits their family best. After reexamining the numbers, we realized the original 47 lot plat is just not economically feasible because the power lines will need to be raised because the plan calls for a road to be built underneath the current power lines. The easement agreement says that if there is a hard surface going under the power lines we need 5 to 7 ft of clearance which is fine but after we add the road we are too close to the power lines and have to raise them according to the power companies regulations. The wetland impact will be 1.3595 credits and will cost $174,856.17 to replace. The extra density will help offset some of the extra costs and will make phase 2 a viable project. We do not have much flexibility in the proposed plat because of the powerline costs and wetland credits. This plat was originally proposed almost 5 years ago, a lot has changed in the market since then. The wider lots are really becoming antiquated as prices for supplies and labor costs have risen. 100 South 5th Street Suite 1900 Minneapolis MN 55402 1 1-952-687-9590 1 mareschulte911@gmail.com HAVE -R I D G E - We look forward to working with the city of Monticello to develop a great community and continuing the progress of the Haven Ridge Development. Regards, Marc Schulte Chief Operations Manager 952-687-9590 100 South 5th Street Suite 1900 Minneapolis MN 55402 1 1-952-687-9590 1 mareschulte911@gmail.com HAVEN RIDGE MONTICELLO, MINNESOTA MiSySSinai Ril'fR N s1 as1R sT. rvE o sT. rvi: Y SITE VICINITY MAP NOT TO SCALE 0 150 300 600 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MoDOt Name 8605 S) ELEVATION = 966.55 FT. ®' ..... ! "2122 I SHEET INDEX a21 2c 1. COVER is is 2. OVERALL BOUNDARY is a 3. EXISTING CONDITIONS INDEX a Is Is 4-7. EXISTING CONDITIONS CALL BEFORE YOU DIG 17'12 11 ,j 8. PRELIMINARY PLAT INDEX 9-18. PRELIMINARY PLAT a 19-20. REMOVALS PLAN 21-24. PRELIMINARY SITE & -- UTILITY PLAN below. 25 GRADING INDEX Know what's Callbefore --- + 26-38. PRELIMINARY GRADING & i dig. g' _ —— — — — — I EROSION CONTROL PLANS 39-41. DETAILS The sabsarface atirty mfarmation shown an this plan is atirty / T1—T8. TREE PRESERVATION PLAN Quality Level D. This quality level w s tl.t.m-d according to the gaidalmes of Cl/ASCE 38-02, entitled "Standard Guideline L1—L8. LANDSCAPE PLAN for the Collection and Depiction of Existing Subsurface Utility Data." Carl yiron san[rcioge rrvervo, Revisions 5/6/22 Rev to for III 3,III DENALI INVESTMENTS i ♦ $Uite 100 1 hereby certify that this plan, specification Print Name: Man ]. KrystoFlak, P.E. Drawn: KRO 1. 9/13/19 Per City Comments 1 su mental Blaine, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I • I :engineering I Faone:' (763) 489^7900 I direr[ supervision and that l am a duly Signature: /L /L,.�z/ y-- I Designetl: eJK I3. ]/22/20 Per City Comments I 1313 Hil wind Road I I COVER Gf I rveying Fax: 763 489-7959 LicenSedProfes5ionalEngineerunder 4.9/10/20 PerCltyComments Monticello, Minnesota I� ( a ) the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 g.ding Fridley, MN 55432 / 41 Northwest c of Section North line of the Northwest Quarter of North line of the Northeast Quarter orner -theNorthwest Quarterf Section o 24 -of the Northwest Quarter f Section 24, Township 121, Range 25 _\Township 1, Range 25 1 24, Township 121, Range 25 uwsx co�iricwi __—__—_ -----'7N-- C�----7--T7,7ecw,,,ry c"•e � u�„mM,"irk/ 3v L V T �V IV -- 2 4 --- North Ou 111 1 1 of Section -% / \� � Detail C E /A r 1 /l I 24, Township 121, Range 25 NOT TO SCALE v DA ND R 8 JUDY NELSON r %D:2f7-100-212201 OWNER: �. L V I I V ^/� I`\ I,Im o I I DAM R k XDY NELSON \ / I F yC� '•' I ,nt_umi N42%g 15"W' PID: 213-100-242202 !red zz fr- _`- eP \I OWNER: 1� j% K 4/ I / o m O 1 C r I by IAllu i%K \\\�iT? iI� P°ola°JSioo-iy2a2°OJ _85TH I I i 33�:/02O� I u ;/A vel I `\ \\1 STREETINE ?o 'V� / 4 AI A��t��tTTTTTT�(Ll A��(LJ.M1� (Centerline of 85th Street NE as- \ I OWNER: IY01'Y,(IA11YJ �� described in Monticello Town \ \( 7= -SHANNON L BYE P Far r\ , %D:21J-100-212]00 \\ N Ma Doc. No. 390488 \ oM / "IRI I ----------- �-`I------------- oN / — / I �� \ \ fT /9 IA/ AI a. 11 1 7 \ N /�\ 'I 1I V lir /v S H 1 1 I2 11 \ + / I C A T e C AI 1J I_1 -1I / I See! M W \ I 1 f G .i I 1V Detail A '1�" \ N89°22'37"E / •I Cd '414.90 _,q0"96, 4/ C*' CBS}9223 A41� °og5 n � V i �R�g5r Iry +lir I_ West line or the of See Detail B- I I' Section 24, Township ly If Y jt, OWN ER: 121, Range 25 AV rrl \ /w�i ` V BARBARA J O'BRIEN — — - — — — — — %0:213 -IOD -242400 I c /A Q� PAROL 1 OWNER: -'� I MEGAN A WARFlEID-KIMBALL Southwesterly right of way line -f �- f J_JI- VIII I err of lith Street NE per %0:21]-/t10-242302 Monticello Town Roatl AwV I Document No. 390488( `I 3 I I + I South line of the �jLw C.B.=S33°12'04"E sad Ea.emmf r Maaee __ I F, Northwest Quarter f y� C.L.=169.80 - R°ae Map 0°cument N. 39t1488"i' `� T n I A/ A I 1 1 1 J 1 7 7 s= M°oma Mr rv°O1 Southwest Corner of the 121 tiRange 25 wnship m_ R=48°02'57" 1 1 1 v lir I v ` I r1 1 I L 1, „ ° vomer o '' R= 48'02'STREET NE-, °0 39 E J 1 N89 6 9 _ own 121, _ _+85TH - --- ---- 2622.77 -- p _ --------------------- — — — — — ---- -- = = = == =-- MaP o«am , Northwest o f I 3 11 ' Section 24, T shi 589%0'07"W LJ- J I '� X � t 74.66 � 1',� �r � ' Range 25 1]73.52 m_s row I - - - - - T ? 447.97 r(---------------- f- --- - --------_- Detail A NOT TO SCALE %D.2f3-100-2B1f01 Quarter of the ion 2 asts A•1 �' Northeast liner of the n Jf O M W I Quarter of Section 26, L /� �l Imo^ � ✓4 TW ✓4 Southeast Quarter of the of Township 121, Range 25 5 �'� I IIriN Center line of Eisele Avenue NE as I` -Southeast Quarter of n IN ��<V ��ppM1 ?'0INo -described is Monticello Town Road I Section 23, Township 121, .T I AJ 4WD // 0.6W�P PM1P'(1 p4J A �Q �`y /Yid/ I IM�ir OMa�per Document No. 390488 Range 25 T W� vyA� otq' A n Ir 4 ' - �•'��' the Northeast one of the North Half of ✓ A�IIr Y1 l¢ypr`V.� 1 A' $Q `� ^9ryO�6 Norof theasQua Quarter eart Section e26, I 79TH lir 'v r (/ 1 48• 329.55: ' y 1 1 1 t3 \ m A I Township 121, Range 25 STREET AI J (1 453,p6"W N00%T46"W m t, — — — — NE " - - - /tA1 IV 51 4 West line of the North-' ------------- - n lirQ` half of the Northeast nrt 36.56 T Midpoint on the West line Of --'f III Quarter of the Northeast /-T' 1 �% the Northwest Quarter of the Quarter of Section 26. I I S89°01'35"W Northeast Quarter of Section m 1� Township 121, Range 25 Township 121, Range 25 A•1 owusR: I I _ — — rtllm �I 13 ✓2 OF 7}E AE ✓4 OF ;t1E NE f/4 JANE C CORNEIIU$ I OWNER: III,° ,, %0.21]-100-281201 ' East line of the Northwest JANE C CORtl.QS Ilm ane _Quarter of the Northeast %D:2u-foe-2Bnao Southeast c of the Northwest Quarter of Section 26, r I _1 I Quarter of the Northeast Quarter or- I Township 121, Range 25 7 5 l Section 26, Township 121, Range 25 L— ---- --- ---� — — — orner R d E.w vmeai No. 3swss - 1 ✓ Southwest c of the Northwest_ Quarter of the Northeast Quarter Of --- m .x11 I ^ l Section 26, Township 121, Range 25 I ELEVATION - 966.55 FT. Ab LEGEND SAL NOMI 1) fie field work for this survey was completed on June 27Ih, 2017 - Denotes Found Judicial Land Mark, as noted 2) Bearings shown ore Dosed on the West line of the Northwest Quarter of the Northwest Quarter of Section 24, ® - Denotes Set PK Nail Township 121, Range 25, Wright County, Minnesota, which le assumed to bear S02 -06'16'W O - Denotes Wright County Monument, s noted 3) Above ground utilities have been field located as shown. All underground locations shown hereon are APPROXIMATE. Prior to any excavations or digg0g, contact Gopher State One Call for an on-site I.-oul • - Denotea Found Iron Monument (651-454-0002). 4) Wetlands were delineated by Kjolhaug Environmental Services, 1- N 5) Proposed pipeline easement shown hereon is a confinement of the -Ung undefined pipeline easements per Doc. No. 165685, Book L of Assignments, page 185. Doc, No. 483099, Doc. No. 809104, and Doc. No. 847833. Said proposed pipeline easement and has not been recorded yet. 6) Easement in favor of Northern States Power Company dated December 7 1951, filed April 22, 1952 in Book 10 of Mi_ page 44 - Doc. No. 186039 is undefined and will need further confinement. ]) Easement in favor of Northern States Power Company dated June 7 1952, filed June 12, 1952 in Book 9 of Misc., page 624 - Doc. No. 186531 is undefined and will need further confinement. 0 175 350 I-1 all" ry� W `-Southeast Quarter of Section 23. I I I Quarter of Secf On 23,V Township I u o°O „fN V}• / \\ e ohhA-o •7 \ Iherebycertlfythatthis plan, specification Print Name: Thomas R.Balluff,L.S. That part of the Northwest Quarter of Sect! -24, TownsM1ip 121. Range 25. Wright County, Minnesota, tlescribetl as Raviaian.: Township 121, Range 25 121, Range 25 I I S N v rn �� %D:2f3-100-213102 I I follows: or report was prepared by me or under my di act and eMsIorve �— ISSUE DATE: 4/5/19 r� ° Mo^twyg0a9a t K g e r I OWNER: Commencing al the Northwest carneliof said Noralwesl Quarter of Section 24; thence South 00 degrees 07 micutes 45 seconds Wesl, assuming the Wesl line of said Northwest Quarter bears South 02 degrees 06 minutes 16 engines ng • Surveying L 1 I JLM Found 10.58 feet northeasterly of the ,_ A^' • L \ ou thwestsrly 66.00 foot- Right Way line \ ands West. 408.28 feet to the enterline of 85th Street NE as tlescribetl in Monticello Town Road Ma 1 11 per 1.99<\ 1 Document Na. 390488 of Z e� j t N 1 1/2 Inch Rebar found--- ound--11.99 11.99feet South of JLM / \\\ \\ 0 W / y o .� o00 \ / www arlso ��_ �� �� �� �� 011 \ / \ 1 " / (n ` \ said centerline of 85th Street NE, 1302.04 feet: thence South 00 tlegrees 00 m nutes 03 se ontls East. 468.91 'line 2 vtN y z O � �<'°" I 1 /K Line parallel with the South lin AI / I -Li the Northeast Quarter of the ui 3 is r I South lin of the North 854.06 feet 1 a -of the Northwest QRuo^fer Section // / D \ \ feet, re or less, to the intersection with the westerly extension of the South Nying westerly of said centerline f 5`I'o5freet NE of the parttl tlescribetl in Certificate of Title No. 63 86.0, th 89 degrees 22 minutes 378, East, South line 85Ihe Streeet NE the I tlescribetl in %D.2f3-100-2B1f01 Quarter of the ion 2 asts A•1 �' Northeast liner of the n Jf O M W I Quarter of Section 26, L /� �l Imo^ � ✓4 TW ✓4 Southeast Quarter of the of Township 121, Range 25 5 �'� I IIriN Center line of Eisele Avenue NE as I` -Southeast Quarter of n IN ��<V ��ppM1 ?'0INo -described is Monticello Town Road I Section 23, Township 121, .T I AJ 4WD // 0.6W�P PM1P'(1 p4J A �Q �`y /Yid/ I IM�ir OMa�per Document No. 390488 Range 25 T W� vyA� otq' A n Ir 4 ' - �•'��' the Northeast one of the North Half of ✓ A�IIr Y1 l¢ypr`V.� 1 A' $Q `� ^9ryO�6 Norof theasQua Quarter eart Section e26, I 79TH lir 'v r (/ 1 48• 329.55: ' y 1 1 1 t3 \ m A I Township 121, Range 25 STREET AI J (1 453,p6"W N00%T46"W m t, — — — — NE " - - - /tA1 IV 51 4 West line of the North-' ------------- - n lirQ` half of the Northeast nrt 36.56 T Midpoint on the West line Of --'f III Quarter of the Northeast /-T' 1 �% the Northwest Quarter of the Quarter of Section 26. I I S89°01'35"W Northeast Quarter of Section m 1� Township 121, Range 25 Township 121, Range 25 A•1 owusR: I I _ — — rtllm �I 13 ✓2 OF 7}E AE ✓4 OF ;t1E NE f/4 JANE C CORNEIIU$ I OWNER: III,° ,, %0.21]-100-281201 ' East line of the Northwest JANE C CORtl.QS Ilm ane _Quarter of the Northeast %D:2u-foe-2Bnao Southeast c of the Northwest Quarter of Section 26, r I _1 I Quarter of the Northeast Quarter or- I Township 121, Range 25 7 5 l Section 26, Township 121, Range 25 L— ---- --- ---� — — — orner R d E.w vmeai No. 3swss - 1 ✓ Southwest c of the Northwest_ Quarter of the Northeast Quarter Of --- m .x11 I ^ l Section 26, Township 121, Range 25 I ELEVATION - 966.55 FT. Ab LEGEND SAL NOMI 1) fie field work for this survey was completed on June 27Ih, 2017 - Denotes Found Judicial Land Mark, as noted 2) Bearings shown ore Dosed on the West line of the Northwest Quarter of the Northwest Quarter of Section 24, ® - Denotes Set PK Nail Township 121, Range 25, Wright County, Minnesota, which le assumed to bear S02 -06'16'W O - Denotes Wright County Monument, s noted 3) Above ground utilities have been field located as shown. All underground locations shown hereon are APPROXIMATE. Prior to any excavations or digg0g, contact Gopher State One Call for an on-site I.-oul • - Denotea Found Iron Monument (651-454-0002). 4) Wetlands were delineated by Kjolhaug Environmental Services, 1- N 5) Proposed pipeline easement shown hereon is a confinement of the -Ung undefined pipeline easements per Doc. No. 165685, Book L of Assignments, page 185. Doc, No. 483099, Doc. No. 809104, and Doc. No. 847833. Said proposed pipeline easement and has not been recorded yet. 6) Easement in favor of Northern States Power Company dated December 7 1951, filed April 22, 1952 in Book 10 of Mi_ page 44 - Doc. No. 186039 is undefined and will need further confinement. ]) Easement in favor of Northern States Power Company dated June 7 1952, filed June 12, 1952 in Book 9 of Misc., page 624 - Doc. No. 186531 is undefined and will need further confinement. 0 175 350 I-1 all" ry� W `-Southeast Quarter of Section 23. I I I Quarter of Secf On 23,V Township I u o°O „fN V}• 3 SEAN T A JODY L MOWRY Iherebycertlfythatthis plan, specification Print Name: Thomas R.Balluff,L.S. That part of the Northwest Quarter of Sect! -24, TownsM1ip 121. Range 25. Wright County, Minnesota, tlescribetl as Raviaian.: Township 121, Range 25 121, Range 25 I I S N v rn �� %D:2f3-100-213102 I I follows: or report was prepared by me or under my di act and eMsIorve �— ISSUE DATE: 4/5/19 ° Mo^twyg0a9a t K g V In "�\ I OWNER: Commencing al the Northwest carneliof said Noralwesl Quarter of Section 24; thence South 00 degrees 07 micutes 45 seconds Wesl, assuming the Wesl line of said Northwest Quarter bears South 02 degrees 06 minutes 16 engines ng • Surveying L `r I I I Nu rA1 I g �f LOREN 1 016RIEN ands West. 408.28 feet to the enterline of 85th Street NE as tlescribetl in Monticello Town Road Ma OVERALL BOUNDARY of Z e� j t N Road Map°'s"t i^°"` Doou d �� K _ 5V I N N \ PID:21}100-24Jf01 pocumenI No. 390488; thence North is degrees 18 minutes 15 seconds West, along the northwesterly extension of s id centerline of B5lh Street NE, 18.26 feet to the West line of said Northwest Quarter, and the point of beginning I OWNEA: ,IEROfO A UNTIEDi REV (RUST y o .� }Il: d T L 1 - _ �� www arlso ��_ �� �� �� �� of the parcel to be described; thence South 48 degrees 18 mnutes 15 secontls East, along said norlM1weslerly extension of 85th Street NE, 18.26 feet; thence continuing South 48 degrees 18 minutes 15 seconds East, along PID:21J-100-23]100 _ " J I l "dO (n ` \ said centerline of 85th Street NE, 1302.04 feet: thence South 00 tlegrees 00 m nutes 03 se ontls East. 468.91 'line 2 vtN y z O � �<'°" I 1 /K Line parallel with the South lin AI / I -Li the Northeast Quarter of the ui 3 is r I South lin of the North 854.06 feet 1 a -of the Northwest QRuo^fer Section // / D \ \ feet, re or less, to the intersection with the westerly extension of the South Nying westerly of said centerline f 5`I'o5freet NE of the parttl tlescribetl in Certificate of Title No. 63 86.0, th 89 degrees 22 minutes 378, East, South line 85Ihe Streeet NE the I tlescribetl in M v/ 3 a Southeast Quarter of Section 23, Township 121, Range 25 i 24 Townshi 121 25 p 9th �• (,7 Detail LJ / / L/ 1. 1 \ \ sconds olon said ester) of said centerline of of 9 Nn9 w Yi police Certifcate of Title No. 6386.0 and its westerly exfens on, 414.90 feet to the southwesterly right of way line of 85th I � SON '—-1 o / NOT TO SCALE Street NE as described in saitl Montittllo Town Road M p Document No. 390488; thence souNeasterly antl line 85� I,- NE to the South me Northwest Quarter; wnI I Q I $69°0419W 962.64 NB II I ,il` 1326.63 / „DULL \ \ soattedw along sold .-thwesledy right of way of of said thenre South 89 degrees m mules OJ sero ds West, along said South line of the Northwest Quarter, 1773.52 feet •-Ory m� W I ER' l 0=05°10'11" OWATIM Im o241 569°10'07"W r10r to the Southwest c n of saitl Northwest Quarter. I!,— North 02 degrees 06 minutes 16 sec — East, along the West line of saideNorlhwesl Quarter, 2239.29 feet to the point of beginning. lip 2y}401 ,R-3387.50 t00' M Vj, °a \ tic z -c W� I RSK Y 305.65 o ASVN21 I 02, w 3 / W �� j AND i „; 3 zNI;- 3 v°, l= °.`zJo 4 f� aee sr ]n3z3�zdp ar `- a South line of the Northeast Quarter I I /J (`� 0� }� / OOl west une of ne parcel \ --described in Certificate I The North 854.06 feet of the West half of the Southwest Quarter of Section 24. Township 121. Range 25. Wright County, Minnesota. -of the Southeast Quarter or Section .,0^ `u F� I �� Pilo , of Title No. 6386.0 23, Township 121, Range 25 I li PARCEL 2 r — -I W �ctn I VI x_1.17 1 The west half of the Southeast Quarter of Section 23, Township 121, Range 25, Wright County, Minnesota. PARCEL: 2 h I w�,o / AND I "e meal I s'''ine s2r10 c7W o.d(� p I ''y I� West Right of Way line of o a� qI) --Eisele Avenue N per I r k i I '('- (� \ BO Wester) extension of fh¢ / •1 Y --South line the That t of the Northeast Quarter of the Southeast Quarter of Section 23, Townshi 121, Ran 25, Wight Count par P 9eY. Minnesota. lying northerly and westerly of the following tlescribetl line OWNER: / Na I 7.32312) N Monticello Town Road Map � �p (� \ of parcel / in Certificate South line of the JERl1LD A UNPEOT REV MUST I .�N Z Document No. 390488 1 / I 2 \ it parcel of Title No. 6386.0 _described is Certificate / orner Com ce ng at the Soatheast c of said Northeasl Quarter of the Southeast Quarter, thence northerly, along %0:213-100-2]4407 rn / OwrvER: I \ i of Title No. 6386.0 / he East line of saitl NorlM1east Quarter of the Southeast Quarter, 437.36 feet to the Point of beginning of the line to be described; thence westerly, with the south line of said Northeast Quarter of the Southeast Quarter, to / mo I z T}ly I t _ 1 MARK J NOLKER %D:2f•T-f00-2'13J00 , \ I / 1 5.22 _- / parallel the terry right of way tine of Eisele Avenue NE. as tlescribetl in Monticello Town Road Map per Document N I I I 1 �d \ \ _ / 414.90 -+ 390488; thence soutM1erl elan said wester) y, g y right of way line of Eisele Avenue NE, to the South line of said Northeasl Quarter of the Southeast Quarter and said line there terminaling. v` v� \ / N89°22'37=E / — — — — — — — — — — — — � OWNER: NANCY C FRIESEN REV (RUST--_ / D°cu 7 d Per °c N° m'nt"e o. 13aori� an 9 d ]]2312 _ S v o 3 IJ� ownere: �7 MARK J HOLKER I ry I PID:2fJ-100-234100 I " ° d' x (4 `` __ _ _' AND That part of the Southeast Quarter of the Soulfleasl Quarter of Section 23, Township 121, Range 25, Wright County, Minnesota, )yin West of the wesled g y right of way line of Eisele Avenue NE, os described in Monticello Town Road 1 PID:21J-f00-2W40f South line of the West Half the Saatheaat- 3061_ I -I 1 13 W Wkhg I O o u th �� I BENCHMARKS Map per Document No. 390488. PARCEL .I OWNER: DWCLAS L STOKES--- / %D: 213-100-2JJ400 `4\ of __. Quarter of S¢Ction 23, Township 121, Range 25 1 1 • Qy W -JN \ I Qla \ I P OWNER: \ w That t of the Northwest Quarter of the Northeast Ouarler of Section 26, Townshi 121, Ran 25, Wright Count Min esota norther of a lin tlrawn southwester from ton the East line of saitl Northwest quarter of y n lying y y ° p°'n 1. Minnesota Department Trans rtation South line of the W m ^IN JANE C CORNEOUS P10:21.ff00-234900 VI. of P Po (;,ad GSID Station No. 93813 (MnDat the NorhM1 t Quarter distant 990.00 feet l.,th of the southeast corner of said Northwest Quarter of the No, r-Ot Quarter to the midpoint of the West line of said Northwest Quarter of the Northeast Quarter and said Northwest corner of the Southeast Quarter of the I Name Gol line line there terminating. OWNER: GARY A LE9A-100 A GERZEMA--__1,1 / %0:217-100-273402 `�\� Northwest Quarter of the I Southeast Quarter of ('-Northeast quarter of Section 23, Township 121,E 11 A A / /` I C (\ /-1 I V \7 L I \ ELEVATION = 974.53 FT. AND + . \_ — w,N.ia�„r- I Ra=geSecn256, Township 121- 9e 25 West lin f theNorth t _ -_---� I -S 9°01 58 W ,IµE C CORNELIUS NRE°o a � Int 3 _ _ _ VICINITY MAP 2 Geodetic Minnesota Departmentof Transportation No. 93803 (MnDot SID m N 8605 9> o the Northeast Quarler f the Northeasl Quarter f Sectio iiny West of the ttnterlaine of Eisele Avenue NE, as tlescr� 261n Townthip 121, Range bed ManDaella Town Road 25. per Co.ntntl No 390488. %D.2f3-100-2B1f01 Quarter of the ion 2 asts A•1 �' Northeast liner of the n Jf O M W I Quarter of Section 26, L /� �l Imo^ � ✓4 TW ✓4 Southeast Quarter of the of Township 121, Range 25 5 �'� I IIriN Center line of Eisele Avenue NE as I` -Southeast Quarter of n IN ��<V ��ppM1 ?'0INo -described is Monticello Town Road I Section 23, Township 121, .T I AJ 4WD // 0.6W�P PM1P'(1 p4J A �Q �`y /Yid/ I IM�ir OMa�per Document No. 390488 Range 25 T W� vyA� otq' A n Ir 4 ' - �•'��' the Northeast one of the North Half of ✓ A�IIr Y1 l¢ypr`V.� 1 A' $Q `� ^9ryO�6 Norof theasQua Quarter eart Section e26, I 79TH lir 'v r (/ 1 48• 329.55: ' y 1 1 1 t3 \ m A I Township 121, Range 25 STREET AI J (1 453,p6"W N00%T46"W m t, — — — — NE " - - - /tA1 IV 51 4 West line of the North-' ------------- - n lirQ` half of the Northeast nrt 36.56 T Midpoint on the West line Of --'f III Quarter of the Northeast /-T' 1 �% the Northwest Quarter of the Quarter of Section 26. I I S89°01'35"W Northeast Quarter of Section m 1� Township 121, Range 25 Township 121, Range 25 A•1 owusR: I I _ — — rtllm �I 13 ✓2 OF 7}E AE ✓4 OF ;t1E NE f/4 JANE C CORNEIIU$ I OWNER: III,° ,, %0.21]-100-281201 ' East line of the Northwest JANE C CORtl.QS Ilm ane _Quarter of the Northeast %D:2u-foe-2Bnao Southeast c of the Northwest Quarter of Section 26, r I _1 I Quarter of the Northeast Quarter or- I Township 121, Range 25 7 5 l Section 26, Township 121, Range 25 L— ---- --- ---� — — — orner R d E.w vmeai No. 3swss - 1 ✓ Southwest c of the Northwest_ Quarter of the Northeast Quarter Of --- m .x11 I ^ l Section 26, Township 121, Range 25 I ELEVATION - 966.55 FT. Ab LEGEND SAL NOMI 1) fie field work for this survey was completed on June 27Ih, 2017 - Denotes Found Judicial Land Mark, as noted 2) Bearings shown ore Dosed on the West line of the Northwest Quarter of the Northwest Quarter of Section 24, ® - Denotes Set PK Nail Township 121, Range 25, Wright County, Minnesota, which le assumed to bear S02 -06'16'W O - Denotes Wright County Monument, s noted 3) Above ground utilities have been field located as shown. All underground locations shown hereon are APPROXIMATE. Prior to any excavations or digg0g, contact Gopher State One Call for an on-site I.-oul • - Denotea Found Iron Monument (651-454-0002). 4) Wetlands were delineated by Kjolhaug Environmental Services, 1- N 5) Proposed pipeline easement shown hereon is a confinement of the -Ung undefined pipeline easements per Doc. No. 165685, Book L of Assignments, page 185. Doc, No. 483099, Doc. No. 809104, and Doc. No. 847833. Said proposed pipeline easement and has not been recorded yet. 6) Easement in favor of Northern States Power Company dated December 7 1951, filed April 22, 1952 in Book 10 of Mi_ page 44 - Doc. No. 186039 is undefined and will need further confinement. ]) Easement in favor of Northern States Power Company dated June 7 1952, filed June 12, 1952 in Book 9 of Misc., page 624 - Doc. No. 186531 is undefined and will need further confinement. 0 175 350 I-1 I 111 _ ( SCALE IN FEET ) / 3890 Pheasant Ridge Drive Suitel00 NE, Iherebycertlfythatthis plan, specification Print Name: Thomas R.Balluff,L.S. DRAWN BY: bjs Raviaian.: MONTICELLO PROPERTIES •environmental Blaine, MN 55449 or report was prepared by me or under my di act and eMsIorve //y�j Signature: Ar%A' nrsY/ ISSUE DATE: 4/5/19 HAVEN RIDGE McCainCallng engines ng • Surveying Phone: (763)489-7900 nsed1-rVlslon eyorunlamaduly Licensed der 7308 Aspen Lane, Suite 114 P Monticello, Minnesota OVERALL BOUNDARY of Fax: (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 Brooklyn Park, MN, 55426 4 www arlso b0 a I I �/� I � I w �y'i1 / ; z L_ vrl /i\ "r \rer MONTICELLO TO WNSHIP it U Y I III Z ` eSTx URBAN RESERVE � z 1AZ 1/4��r �I I 1 I) > \ j\ STREETkE UN'R.ATTED I IIIA' !� I 1II A 11 1 11I11YJ �'•(/� \ i ` (1 I \� 11\\�I n�illiVVi. TVRni. rI Cz' IVIII \\ 1I V rr Iv S' F7 1 P I C AIrL Ji IY -I $ a. Vill I � t All r� s' nv Ilj Ir - I vrr i/ •r �I��-v,- d� ��� a A � ��tp I I III � n�11 CITY OF MONTICELLO — J— — I I — — — — — q -�eD \ Jt Sam sr. RI RESIDENTIAL W L\ (ly . I iF I �I l c DISTRICT s�F �' �� • I I I � I I Saw.'°s I ------- ------ 1 v rr Iv F7 1 ySTREET NE II FYia., ji✓�1nR� L - - -- - ----+85TH — rv -" — _—_=_--JJ A-rr�-n -------------- -- ,.�� ��85�ET N; ale �l.::��5ij�� A'a fl n v v .�1 III - - - nJ/.RIwVnI. TURA,. � SHEET 1 -I ' Ly t,I I F L I I I I V F— — — — — — 0 r— � � ✓� \ �v cL's MONTICELLO TOWNSHIP 'i �� V��� �� SE IiGi URBAN RESERVE e4 lS�` I MONTICELLO TOWNSHIP URBAN RESERVE 1 w II iv ;.....L — i AUIUPL' y i , e1 / \5; ntJ L,V�. URn�. A r ` L I \ III - - - s VICINITY MAP yr / I�� .! N w21 1 OF THE kE V4 OF THE AE V'41 (NOSCALE) Nt T � IO 1� @O���V �o��w / ay I �� ��ti #• I I - �--T-- -T--� / Irrr .4 (/ vi ' "'! ---------- i 79TH STREET ' rci z — — BENCHMARKS M ^rr`� Au n/trr N J a--r J9q9—`,I r4 SHEET -p--r /--e--r pyY��l ,1pq t�4 =_ - - — — {{���� '9// _ NE 1. Minnesota Department of Transportation ivvi. TVF'ini. /� l.' l., „I '. I Geodetic GSID Station No. 93813 MnDot I 1 _ ++l- 'l Name Golf). S Z,12 OF TIS NE'v'4 vF T FiE .:f 7i4 I ii I - _ _ II J ELEVATION = 974.53 FT. 2. Minnesota Department Transportation III I/ 1 of Geodetic GSID Station No. 93803 (MnDot III s iy \•` Iv Name 8605 S) 0 175 350 700 -T 1� 1 ` r sruiaa w `—__� ELEVATION = 966.55 FT. L — _ — - - — - - - - — - - — - _�-_—__—w ✓ _ — - ---�M r- `, _ City of Monticello, Wright County, MN ( SCALE IN FEET ) III O �t t r Sections 23, 24 and 26, Townahip 121 N. Range 25 IN / 3890 Pheasant Ridge Drive NE, SUIte100 ]herebytertlfythatthlsplan,spetiFltation Print Name: Thomas R.Balluff,L.S. DRAWN BY: bjs Revisions: MONTICELLO PROPERTIES Cad�►�r� •environmental J� Blaine, MN 55449 or report was prepared by me or direct supervision and thatl amaduly under my /yJ /J y� Signature: ISSUE DATE: 4/5/19 1. 6/21/19 - City Comments o HAVEN RIDGE EXISTING CONDITION •en eerin McCain gin g • s—eying Phone: (763)489-7900 can Land Surveyor der .V�wtt" Y/ 2.9/13/19 -City Comments 3.1/09/20 -City CommentsP %,3�r) ii$ en Lane, Suite 114 Monticello, Minnesota INDEX SHEET Ot FdX: (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1649 Brooklyn Park, MN, 55428 4 arlso Northwest corner of Section-_\ nna+1 cw�ry �.� North line of the Northwest Quarter of the Northwest 24, Township 121, Range 25 I r'-no�uen.m.�, - Quarter of Section 24, Township 121, Range 25 __-_-__----_--_--____________________________-------- -- __—__----__—__—__—__—__—__—__—__—__—__—__—__—__—_ __—__—__ -- - T . ewmr e<.e _____________-----------------FI ' r- I ',_North line of the Northeast Quarter of the Northwest Quarter of Section 24, Township 121, Range 25 North Ouorter cor er of Section--' 24, Township 121, Range 25 —� F- /� T 1 /'1 A I A I I U I V t h) \ West lineof the Northwest Quarter of- the Northwest Quarter of Section 24, / Township 121, Range 25 \ I 3 1 DAM R : JUDY NELSON wD:213-100-2a2201 I I I / _T_ >o I I I I I, I 8 JUDY NEL60N I PID: 213-100-242202 60 `` —II s I x\b\\\ / r A re' II C, FARMSTEAD AVE. 2 0—: DOI/OLAS G ARNOLO I — — — — — JI / Eo / I\ he I wD:2f3-100 24zTOJ I T /1 I A / A 1 '7' I �F"' — I I €a x v 1 U VV 1V r1 I I I) w= Iv v ��v I I LEGEND O / I �X / \ \ I `� \\\ \ \ I o - Denotes Found/Set Judicial Land Mark, as noted \ I I \ \ ir� �\ I I N • -Denotes Wright County Monument, as noted Centerline.11111)Nd Mt NF as.c. 7q. Monticello Town d Map per Doc. �39D488— � \ \'k, • - Denotes Found Iron Monumen( - Denotes 5/8 inch by 14 inch rebar, Denotes arkedLight with RLS 40361 - Denotes Miscellaneous Sign A 1 A TI 1 A A I^ \ A /(_74 I £III .� t \ 1 / / �\\ � ssa I O -Denotes Sanitary Manhole I Vn I rTn0 50 100 zoo I Vv P 4 I I \ I II I I� I� I i I I^�� I I / / /\�\ ,\ I ® -Denotes Storm Manhole = \\ I `� °j•` ®°r - Denotes Catch Basin Ti /I \ \ I I \ C� \\yyam�`� ( SCALE IN FEET) Q vVLli-\ \ I II I IIS % I I \ / \ \ �\ I\ \\`\°"F I / - Denotes Flared End Section PAROL 1 \ \ � �\\ �•r�\ i / � � -Denotes Hydrant ba - Denotes Gate Valve \ \ I--- �- �- �- - ^� —-------I-------- -------------------- -Denotes Existing Well 1 — Denotes Guy Wire BENCHMARKS - Denotes Utility Pole ?o - Denotes Mail Box 1. Minnesota Department ofTransportation Geodetic GSID Station No. 93813 (MnDot O - Denotes Telephone Box 42300 I Name Golt)./ NNDN L B - Denotes Television Box ELEVATION - 974.53 FT. a\\ -Denotes Hand Hole . Minnesota Department of / r%,IP Geodetic GSID Station No. 93803 (MnDot O - Denotes Electric Meter f\ II I� \ `•• \ \ �( e . ^k 'gyp \ \ \ I Name 8805 S) O - Denotes Gas Meter \ a\\ ELEVATION = 966.55 FT. �� , / / I I \ \_ Jam\ \ ,g ° I I I I I m \ \ I 0 - Denotes Soil Boring/Test Hale tea, \ wy \ \ I I I I I 1 1 1 SHANNON L B E \`i \\\ I — — -Denotes Underground Gas frit wD: z1a-faD-zaz3a0 A 1\ °� \ �� , I III \�. �\ �A ��a. I I 1 \ •r ` - Denotes Overhead Electric -Denotes Watertnain / / \ r2 / s �. .tj e— of I r\ I -Denotes Sanitary Sewer / / / \ <'., I/1 II I f l ( \ °}° \ \\ \ `"• \ \ °+. \ J. \ 1� \ \ \\`e^� 1 V » -Denotes Storm Sewer aro�N89°22'37"Ese., 1y \ C 414,90 \ -Denotes Existing Fence as noted \ / i '1 Denotes Gravel Surface Denotes Concrete Surface II A / `t m, \ ° \ \ �` \ s \ _ / 4� \ \ - Denotes Bituminous Surface _ AI ys yy Fence iNe / m I 1A1 I \ .\ \� \ \ a��\\ x \ I ;jam✓�Q)��o j� - Denotes Wetlands that were delineated by YYETLAND'�� \\ \ \ \ °e\ -L� //�eas �\ \`tZ �m I -Kjolhoug Environmental Services Inc. in 2018. �— — — — — I 2.1 \\ m, 1 °5° \ \ \ \ / /x� j j °"°° " R=1,� / -Denotes Existing 2 Ft. Contour Denotes Existing 10 Ft. Contour — / � ,_di ; Ji� \\;r \ \ J `� /�\ ;r .n � �'1�� \a`� �1'.n•G `/�,� I �/ � ��k � \\ ..'d\� I r \ 3890 Pheasant Ridge Drive NE, E�:) 3890Phe]herebycertlfythatthlsplan,spetifcation Print Name: Thomas R.Balluff,L.S. DRAWN BY: bjs Reviaions: MONTICELLO PROPERTIES HAVEN RIDGE4 •environmental Blaine, MN 55449 or report was prepared by me or under my /yl � �. /,/ 1.6/21/19-City Comments EXISTING CONDITIONS ct Carl= . en eerin direct supervision and that I am a duly Signature: .Y/�rrx/ ISSUE DATE: 4/5/19 2, 9/13/19 - City Comments 730$ Aspen Lane, SU Ito 114 McCain gm 9 Phone: (763)489-7900 Licensed Land Surveyor der 3.1/09/20-ClryCommen P Monticello, Minnesota • surveying Fax: (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 Brooklyn Park, MIN, 5542$ 41 arlso / � / — — — — I — _ I l ' I I I ... L_ v 1 I Cl 1 V L \ w. � \ w• �a \� \ \ \ �\ m. _�teeoe ua/ � y �/ / \a �i,�`I', '^ ), I of '"• \ � / \ '°�\ �° ��� � U —re�ee IMe �; L � �^ �/// \ ��`£� ocTz I A �r \%TUNmax \ C � J ---- 60': -Ty> \ /mel I I — — �— — — — RW-�,_ Baa P. � � \ / \ �� �• � �. ; \� 7 ��. ��. �'�, i ��>' / ��, I � \\\ \� I - . "�� M• \ T / fie» ^b 1 e 93 �t 1V OWNER: \ \ L _ _ I ' / ✓ br.\ { t C BARBARA J O'BRIEN IPA-m I —FV 1� ' � \°�• %'/ � 7��. / I OF� - � �', �•� , n �� � , �•� i —L---�--�--�1=�1 II� s �'�' � ��— 1 I I � � �l 1 � � /�II I,I •��°� •`����� ��, 71 1\� `���� — — J Jig i�� �\ ; �� \e J,� / \ �. 1 W �. • \ PARCEL I�� 1 f \ 1� 10�g� \ •, °� �., °N \I `�__ i / `` I / �• I� WETLAND \ �/ I 1�4 ---------5 S33°I2'04" C. 169._80 .-. I I / l sovtnwestenr eget o7 way�`\�}\� Y R=20'8.053: °^• /� hi �` I 1 I �/I/ / 'i/ �J/ line ie 85th Street NE per \tom \ \\ \ 74•88 I 1 I >'P Monticello Town Road Ma , \� 1 \ �r \ I 1 YY IVs r� I / 1 P WETLAND I II I \ \ / /-�� / Document No. 390488 111 & cOry \ ¢ I• Vim° I, Northeast Sema' of the T 1 ReeaTe=•m• tR•.Ne tK.90 r• _ rt 1� Rota Nav oocummt Na seo4as oY`oo \ \$outh line of the Nortt[lvest Quarter of / t �\Quartera ofSection24,I Towniship I1 ��` �'--------------------- ----------------- \ 1 I _ — — — — — — vIZN ' wu \ 11 coon 24, Township 21, Range 25 /,/ g 121, Range 25 �_ -�-- Ro•n [o�m.�t vrtUN ti glo ro.�- —' °^ •' 1 / i >ru \` \\ ( \ /589% "0 .W~�`Y ( W7 _✓3 __ nn s2 —, �s4 - -- ---- --- e 85TH STREET NE t3� : F .- - — " J — - -------------- -� — �1 44 9 ��/-' ase--waa� ----------------- _ �� ea-C— w. „I �. A x� � �— -a•e• lm• / \��I ,m , „�s �' \ $89of the W r� \ ,_South line f the Sou Sectio Quarter 1' Northi(ine of Sha No th est Qu ter �\ I li 1 e S° y / Northwest 21, Ran of Section 24, �q / Townshi 121, Ran 25 .__of tF/eo Southeast Qyalter o/ Stion \ " \' P' eG c /�� \ .u• / 1 I \ o,a � WETLAND \ P 9e I / 23, /! wnship 121 Range `-85TH � REQ NYE\\\ ! / 1 \ —/ �r �j� IJ I LEGEND \ \� \ ``�'r /� � o -Denotes Found/Set Judicial Land Mark, as noted -� \ �\ // -fmLB l e• \ \ I' / \� _� I 1 �'i n / A•e / �- I 0 - Denotes Wright County Monument, as noted • - Denotes Found Iron Monument a•tt Imo•- \J' / a I O -Denotes 5/8 Inch by 14 Inch / s '� 'W' / Y OWNER: rebar, merited with RLS 40361 _ -, a I SEAN T JODY I cj - Denotes Light Pole M: 2f3-h1001243102LMONRY -Denotes Miscellaneous Sign WETLAND - Denotes Sanitary Manhole -Denotes Stotorm Manhole I` \ I `� \ \ I i` '3 I ®^� ® -Denotes Catch Basin 'v✓ 1/ Y ' �\ II I\\ ``\ \� / \\�� N \� I - Denotes Flared End Section - Denotes Hydrant - Denotes Gate Valve \ II / 1� '�I t,,, IM°` \ \v '•` �_`\ py/ 1 li / \ I • - Denotes Existing Well LIJ I - Denotes Guy Wire — — _ —ssz� ✓ l J\ ` \ r ) \ �\ / r� xu. l \ F= `A - Denotes Utility Pole WETLAND I r (/ 1��ess-�� I o o n \ II \ - Denotes Mail Box Ithet line o/ the West Half of / _\ — — ^_ c o, I 1 't'I\y \ i "� 'r` t -yC �s•��_/'ll /S Section 24,a Toat nship Quarter121, of O - Denotes Telephone Box i I -- Ran 25 - Denotes Television Box I ��N / BENCHMARKS - Denotes Hand Hole �— \ D re� \ 1. Minnesota Department of Transportation o=_ \ / �— �` / I o - Denotes Electric Meter < WETLAND Geodetic GSID Station No. 93813 (MnDot WETLAND tr Ili e °-� I — — — — \ �%:� \ \�\ >v. Name Golf). o / § L,- - Denotes Gas Meter \\ / �� ELEVATION = 974.53 F7. 0 - Denotes Soil Boring/Test Hole o N I \ '•` \ \` /i "'• / 2. Minnesota Deportment of Transportation = ua = U9 - - Denotes Underground Electric w �2 I \ y \• -�� / I T �,qy ° Geodetic GSID Station No. 93803 (MnDot jl Name 8605 S) - Denotes Underground Gas `--/C•� \\ \\ / /�� � D // ELEVATION = 968.55 FT. - Denotes OverheadWatem.i Electric \ Line pard(lel with the South line of the /I' / \ i �J "tee ----� /�� ---- -Northeast. Qutr r of the Southeast Quarte( 7 I l �� -- -Denotes Wotermain WE ND- Tom` \ _ section 2 Tow ship 121, Ranee 25� ` \ /-->--->- -Denotes Sanitary Sewer 5890\W �, / \ .J » -Denotes Storm Sewer y( 1 - Denotes Existing Fence as noted % \ South line of the North 854�feet of \ \ I bye Ivo 1 982.84 \ DeCo-ie l d� cap \ -the N.rtship 121, Qangtar or sectio Za, \ \ \` 1 \\ \ \ N -Denotes Grayer Surface \ $89°04'19"W l -k•ce me // N. Township 121, Range 25 \ Denotes Concrete Surface 1/ tl ZE 04 I - Denotes Bituminous Surface t -rf�V 5, Denotes Wetlands that were delineated by Kjolhoug Environmental Services Inc. in 2018. o 50 100 200 LIJ Denotes Existing 2 Ft. Contour �11 5 IAV N I� r W01 m j0 I v I / s B K j0y2� I �\ rl 1 `VI \7 L_ L / h1R ' -Denotes Existing 10 Ft. Contour y (SCALE IN FEET ) I_ I � I 3890 Pheasant Ridge Drive NE, yce fy p periONTICELLO PROPERTIES 5 SURE 100 I hereby rtI that this Ian, specification Print Name: Thomas R. Balluff, L.S.LS. DRAWN BY: bjs Reyiaiona: HAVEN RIDGE E fell call= environmental Blaine, MN ss449 or rep. prepared by me or under my /yl �. 11/ 1.6/21/19 -City Comments EXISTING CONDITIONS 0t . en cerin direct supervision and that I am a duly Signature: Y/�rrx may/ ISSUE DATE: 4/5/19 2, 9/13/19 - City Comments 730$ Aspen Lane, SU Ice 114 McCain gin 9 Phone: (763)489-7900 License nsed andSurve der 3.1/09/20-City Comments P Monticello, Minnesota • surveying Fax: (763) 469-7959 the laws of the State of M nnesota Date: 4/5/19 License #: 40361 FILE NO: 1649 Brooklyn Park, MN, 55428 / 4 www. carlson mccain. com LEGEND o - Denotes Found/Set Judicial Land Mark, as noted - Denotes Guy Wire -->--->- - Denotes Sanitary Sewer ® - Denotes Wright County Monument, as noted w° - Denotes Utility Pole » - Denotes Storm Sewer n —II • - Denotes Found Iron Monument o - Denotes Mail Box - Denotes Existing Fence as noted O - Denotes 5/8 inch by 14 inch 6� / I t(' ° rebar, marked with RLS 40361 -Denotes Telephone Box -Denotes Grovel Surface — —L /'`DW ¢ - Denotes Light Pole - Denotes Television Box �� IFS / / JJ'y Inll ra,° <ii�e - Denotes Concrete Surface11I--I€t jf -Denotes Miscellaneous Sign "pa" -Denotes Hand Hole zq O -Denotes Sanitary Manhole o - Denotes Electric Meter - Denotes Bituminous Surface �� F j �_ EARMHILL I{ \ om — _ - Denotes Storm Manhole o -Denotes Gas Meter - Denotes Wetlands that were delineated by = — =[� T — LN ® 0 - Denotes Soil Boring/Test Hole Kjolhaug Environmental Services Inc. in 2018. (,'� [� ®•� -Denotes Catch Basin .. I � W Q - Denotes Underground Electric �\_ / - Denotes Existin 2 Ft. Contour L,JI Ir n r ory I 1' >n - Denotes Flared End Section T1�/ 9 - Denotes Underground Gas / — — — o WETLAND - Denotes Hydrant Northwest corner of the I oa -Denotes Gate Valve -Denotes Overhead Electric / -Denotes Existing 10 Ft. Contour ; West Half of the Southeast--_ ------ -Denotes Watermain / I �, �� III CJ To-hr of Section 23 -Denotes Existing Well — — — —-�— R MOpm•^tRe°v e'B6 1> Township 121, Rang Dxumm 3s—aeeW— -> I e 25� I ��_ /—_a,P-ca9•_�-.*r--an- `a---�n--n�®9.= --------- '�°'r w 6 ww_ J'r`�`�s ���� ,Fe'6y-`t� �-�Ba------962 •962 'T � —� � } _ ---- + __-------- --- uenum..� 1 ------ ----a ve" as ----- ----- _- _ -_---- — 981---- �'-t 7- I 1 - - - - -C - - - - - - - - T - - - - t' \ 64 ------------ \ wn -----�----------- �� x-96&` \ =t ==7 se, O • I/ Nortfh/i(ine of the Nyoratrht$o xt Ou�rter \ V• � I `\_ North line of the West alf _ ' +tr y� 23 t/Io Sshipe121(Ranger �s S�Cti i�q_ • t SI 85TH STRMET'NE J I 6 —t\ - weTLAND� / w / o \_/ of the soutnea5t Quarter III + iv t t f' /♦ T 1\^ A 1 'i\ 1 of SRann 25 Township� Jl� f V ee Ioe�V A _ %' q _ Fm Ila• I I \ I 1' '� OWNER: I eE mms a \J_ Al 10.21 YFBANYAI I ass gn tNof33No ab. �t� IJ Xa\\ �J �w / A P10:213-100-2J3f01 �P4.'Doc, 3133 \ \ \1i I r1� \ \ 1 s SEI \ .Ye I � � l el I x� \ \� I / �\ \ LIQ !� . / \ jLij ! ---------� IIC I r-Bas, 1 1 \ I PARCEL12 \ 1 Bldg, +�.-•`.. ,` 8 �d }n \�T�_ I �� \\ 01 I I I LIQ —� 098ce �, 5r= �"✓,- D za2-,/ III II I �t �` I� �i.� II �2v/ ,_w•IU�• r – ��___ WETLAND � ,,,,au, UNREDT REV TRUST f3-10-2331002WETLAND.�1�1 '� \ \ T I I \\• �/ � A\J/, 2 �_ �\•>// Won T \ _ I A 1 n 1 v 1 F�—` a\V�� w YY 1 V F, 7, 1 / 1 L l� +� `ee, \ WETLAND \ -Northeast\oaartnrtnf the tsoultheastt/ Section 233 Tow ship 12� hoe 25 66p tT�_ _ y �OSouth line o/ the North 5406 feet 8$98 4'$19"W �% -rm°•Iw• I I I �2a,e row sn pwizi, R isectian WNe0.,Le'SdY"5 I BENCHMARKSanN //gKApO"13°ta I p e\ `l g10MP p,0�3-t I 1. Minnesota Department of Trsportation 2 1 l Geodetic GSD Station No. 93813 MnDot aIII II // // / / / \\ ( I I I, I I Name Golf). �!-1T I I I ELEVATION = 974.53 FT. vt I>II dl II I of 1-portatI.In 2 Geadetio GSIDpt Son No. 93803 (MnDot 1 / (� J I \ \ \ South line of the Northeast Quarter of Name 8605 ) w I - the Southeast Quarter of Section 23, I I E1.1-1.141 5966.55 FT. Township 121, Range 25 I I - - - - - - --II---------- �,----I---------- I---- -- - - - - - - - - - - - - - , R III Vie` riIa �1 I / I • (I —856 — a / to wI rHC i 262 JEROID A VNREDi REV TRUST 11 m I —/ ^ I I —\ l / f l I\ \\ I B6 �I v i P10:2RJ—f0234/D0 M21 'r I I / / \ \ I I \\ / I / I\ I I 7 Y A I I"� I 0 50 100 200 TLAND SL A A l /NC- 0 I f o o ( SCALE IN FEET ) k7 L_ yl yah I I 3690 Pheasant Ridge Drive NE, PMcCain Suite0D herebytythatthsplan,s'.cficatlon PrintName: Thomas R.Balluff,L.S. DRAWN BY: bjeRevi6ion6: MONTICELLO PROPERTIESHAVEN RIDGECari�►�/_�J�q�evinmenBlaine, MN ss449 or reportwaspreparedhatIam 1111 duly y /yl �. // 1.6/21/19-City Comments EXISTING CONDITIONSct - . en Benin mrett supervision and that I am a duly Signature: .Y/a_ ISSUE DATE: 4/5/19 2, 9/13/19 - City Comments 730$ AS en Lane, SU Ite 114 gin g Phone: (763)469-7900 LitensedLandSurve der 3.1/09/20-ClryCommen P Monticello, Minnesota • sUNeying ww. (763) 469-7959 the laws of the State of M nnesota Date: 4/5/19 license #: 40361 FILE NO: 1649 Brooklyn Park, MN, 5542$ 4 arlso TLAND west line of me�Hau off-thI a-.: Southeast l I I --u , of Section 23, /'y-\ A JEROLD A UNTIFDT REV (RUST l f l fr 'I Township Range 25 P1D:z1J-too-zJ+ao3 d � \ \ \ \ I Tee,- \ •£ � 4y� r7.i i I I 1, Wm e s II I NAN MD.f3' 100-23J40f UST ��� IN IV- Aj / �� / Daurx.4s i ASTOKEs I P1D:21� O� J-100-2&kaf) \ _ —956— — — —I.#'� II / / I WETLAND �I \ f l WETLAND 1 /T�Ouarterof the Southeast he Southeast t I I Northwest c of the So th line of the West Half of the 1 I Quarter of Section 23 \ \ \ \ \ \ \ \ \ \ \ \ JANE C CORNEl1U5 P10:213-100-234400 A Al /" r - West Right of Way line of Eisele Avenue N per o _____ '� Monticello Town Rood Map Document No. 390488 • - Denotes Found Iron Monument O - Denotes 5/8 inch by 14 inch A / A Tabor, marked with RLS 40361 >$ - Denotes Light Pole 1/ - Denotes Miscellaneous Sign O nr O - Denotes Storm Manhole ✓V - Denotes Flared End Section - Denotes Hydrant Da - Denotes Gate Valve r1L- Denotes Existing Well - Denotes Guy Wire �I ��" WETLAND Denotes Utility Pole o - Denotes Mail Box 0 OWNER: V� - Denotea Television Box p MARK J HGLKER PID:213-100-234100 O \ \ \ \ \ \ \ \ \ \ \ \ JANE C CORNEl1U5 P10:213-100-234400 A Al /" r - / o=" Northwest Quarter of the 'l ( I Southeast Quarter of Section 23, /t / / Townshi 121, Ran 25 1 I 11 §89'01'58"W -_ ----_--_--__—_- GARY A k 1E51A A GIMMMA \ I I r P 9 1 ' P10:213 -100-23J402 Northeast Ouarter of Section- j Township 121, Range 25 ,r,. — -- h -- / 26, Township 121, Range 25 \----'------- ____�__ I�I KII� t 1 % I M WI Tr7L i vc G" v LEGEND o - Denotes Found/Set Judicial Land Mark, as noted ® - Denotes Wright County Monument, as noted • - Denotes Found Iron Monument O - Denotes 5/8 inch by 14 inch Tabor, marked with RLS 40361 >$ - Denotes Light Pole III 113 - Denotes Miscellaneous Sign O - Denotes Sanitary Manhole O - Denotes Storm Manhole Denotes Catch Basin - Denotes Flared End Section - Denotes Hydrant Da - Denotes Gate Valve t. I Denotes Existing Well - Denotes Guy Wire �I ��" WETLAND Denotes Utility Pole o - Denotes Mail Box 0 - Denotes Telephone Box V� - Denotea Television Box p - Denotes Hand Hole O - Denotes Electric Meter o - Denotes Gas Meter 0 - Denotes Soil Boring/Test Hole - °• —• - - Denotes Underground Electric ,u. - Denotes Underground Gas •�• - Denotes Overhead Electric ------ - Denotes Watermain --->--->- - Denotes Sanitary Sewer » - Denotes Storm Sewer - Denotes Existing Fence as noted i -the Northeast Quarter of Section 25, Township 121, Range 25 '�` - Denotes Gravel Surface - Denotes Concrete Surface - Denotes Bituminous Surface - Denotes Wetlands that were delineated by oQ1' I 1 in Kjolhoug Environmental Services Inc. in 2018. - Denotes Existing 2 Ft. Contour - Denotes Existing 10 Ft. Contour / o=" Northwest Quarter of the 'l ( I Southeast Quarter of Section 23, /t / / Townshi 121, Ran 25 1 I 11 §89'01'58"W -_ ----_--_--__—_- GARY A k 1E51A A GIMMMA \ I I r P 9 1 ' P10:213 -100-23J402 Northeast Ouarter of Section- j Township 121, Range 25 ,r,. — -- h -- / 26, Township 121, Range 25 \----'------- ____�__ I�I KII� t 1 % I M WI Tr7L i vc G" v I A i I PARCEL' 3 j �I I I I �I 111 A III 113 I / / t. I ap I I. Ij so �I ��" WETLAND ,u• 1 .i 1yV Iv i� . V� I WETLAND ��� I;I .__center I r o ZI i0i I 1 >a. I Manticel and�p hM16'La1 I ,u. ,9, ,(v( •/ >r< - \ I I f Y West line of the Northwest Q nrter of �If) i -the Northeast Quarter of Section 25, Township 121, Range 25 '�` ^ Lq SOI 80 owNeR: TjA,B ON) W 4°53' 6 A;, 1CORN lus Z oQ1' I 1 in 3 of Eisele Avenue NE as described in Town Road Map per Document No. 390488 It, 982.84 S89°04.19"W a-.: JANE C CORNELIUS W0:21.1 -f00-281101 /1r TI Ir Alr 4 /A VI I r1L / VL I/ 't- I ,9° South line of the North Half of the Northeast oaarter of the I / ---Northeast Quarter, Section 26, West line of the North half --T-own-sh-ip -121-, R-ong-e 2-5 naief the---'- NoreNortheast oSect 26, --------------� Township 121, Range 25r� --- T — — — 79TH STREET NE — — — — — _ — _ — — — N� 136.56-- — —-------------- R_d`oo-------- —1 of 39098 — N soatnwe:t tamer of the North 889°01'35"Vf I.I} -- L Midpoint on the West line f the Northwest -_j I Y Half of the Northeast Quarter= r �I (s JANE CWCORNEWS m BENCHMARKS of the Northeast Quarter, 8 Quarter of the Northeast Quarter of Section �� Section 26, Township 121, ( .21 -100-251100 26, Township 121, Range 25 Ran 25 1. Minnesota Department of Transportation ge ( I 4 / A /1�- TI Ir- A 1[- '1 /A Geodetic GSID Station No. 93813 (MnDot r;^ ($ '1 /7 V1r Tr,� yL I/ `Y V/ / r1L IVL I/ Name Golf), East line of the Northwest Quarter of-' 'b ELEVATION 974.53 FT. the No Quarter of Section 26, ( m I n v Townshi 121, Ran 25 2. Minnesota Department o. 93803 (MrDn p 9e ( Eoz ) r A- 0 50 100 200 Geodetic GSIO Station No. 93803 (MnOot o °„ Name 8605 S) Southeast corner of the Northwest ( uaS /, va ELEVATION = 966.55 FT. Quarter of the Northeast Quarter of-� I 85K A nV �� ( SCALE IN FEET) Section 26, Township 121, Range 25 11 3890 pleasant Ridge Drive NE, yte fv p peri MONTICELLO PROPERTIES L� 7 Car1oMcCidin SUite100hereb as that this Ian, 5 der mn PrintName: ThomasR.Balluff,LS. DRAWNBY: bjsRevisions: HAVEN RIDGE J��►�r�•environmental Blaine, MNor report was prepared by me or under my /yl �. /,/ 1.6/21/19 -City Comments o EXISTING CONDITIONS ct • en eerin direct supervision and that I am a duly Signature: Y/a yx �6y/ ISSUEDATE: 4/5/19 2, 9/13/19 - City Comments 7308 As en Lane, Suite 114 gm g Phone: (763)489-7900 Licensed LandSurve der 3. 1109/20 P Monticello, Minnesota • 6UNeying Fa" (763) 489-7959 the laws of the State of Minnesota Data: 4/5/19 License #: 40361 RUENO: 1649 Brooklyn Park, MN, 55428 41 arlso Northwest co net of Section 24, Township '121, Range 25 (cast Iran monument) �\ leo L 4 v 1 v In I I 2 J, B =a i 1 !RC J�Oi K• ISA A4 W B is I .r. �snf err ASL , JA CITY OF MONTICELLO R1 RESIDENTIAL DISTRICT of the North line -- est Half of the - W of the Northeast Southeast Quart er of North lime f the Southeast-- Qaarter 1 Section 23, Township Quarter of Section 23, 1 121, Range 25 Township 121, Range 25 r v iv/ it S I lit I J -, ;12 yp 85TH STREET NE "E North line of the Northwest Quarter of LII -a ,-the Northwest Quarter of Section 24, '-of the Northwest Quarter f Section Township 121, Range 25 24, Township 121, Range 25 601 / 0 cj e0 NMI 0 N I 4 I TI I .a I NpOWNER: DA R k JUDY NELSON I Ido nument) (cast iron monument) (ca O� I - F• II III ti d Eaoem° li Stree E ser Road 4 ent No 3 P / A o.�nt p 1e° = N =1,1 1 North line of the Northwest Quarter of LII North line of the Northeast Quarter ,-the Northwest Quarter of Section 24, '-of the Northwest Quarter f Section Township 121, Range 25 24, Township 121, Range 25 t line of the of section / ro� = 414.90 NZo'^y Town ship 121, Range 2s �o x C.B'392g 23 A\� •" [ �- po OUTLOT oTC L North Qaart er oar er of seatlon--% gJ Township 25 NpOWNER: DA R k JUDY NELSON I Ido nument) (cast iron monument) (ca P10:21J-100-242201 I - I DAVID R ! JUDY NELSON PID:2f3-100-242202 02 18.26 N48%8'15"W li Stree E ser Road 4 ent No 3 P / A NI\s4 1 / 1 1 1� I v e or e ^-- =48°0757" s 5-; R=208.53 85TH STREET NE - I. 1 / \ �• ,` PI0:21}100-2422QT Ec .,Range (cos rori�' r "monument "T.'T D(- ) I MONTICELLO TOWNSHIP URBAN RESERVE SHEET 9 1_85 >i vJ UNPLATTED ��1� STREET .E �d­\,�'ibc AGRICULTURAL n awrvea: of 85th Street NE as \ in Monticello Town=-SNANN0 L BYE \� ' PIP21J-f00-24221. i Map er Doc No. 390488 \ i^x------ -- 2 �ilssssn s a» \ \ fIr /3 IA/ AI C I I I �j 4 7 1 SHEET 10 OIA III, Iv J n 1 , N89°2237"E ,I»W t line of the of section / ro� = 414.90 NZo'^y Town ship 121, Range 2s �o x C.B'392g 23 A\� •" [ �- po OUTLOT oTC g 5 _ 1 t• \ - 5 \• Qr SHEET 6 395 3 1"1 / I �� Miss .�t% aeR. , N q G BARBARAwJ O'BMEN PID: 213-100-242x00 I 6 ' OWNER: 1 I/ out westerly ri ht of way_I ALL I MEGAN. Y13 -f 0-242KIW2 li Stree E ser Road 4 ent No 3 P AD A 1:� � `1 SEAN T @ JODY L MOM , �CL Lu .8.=533°12.04"E e o _rl ne 24, T e1, or e ^-- =48°0757" s 5-; R=208.53 85TH STREET NE - 3;v I a �L 1 5- M 6Y 1-. 88 - - - - - — — — — — — — — — — — — ��- -- ------ ----------- { P ty r� ' - \Southwest Comer f)'h - Northwest Quarter s.e �_ s 447.97 589°10 O7 W p A A I aM, n, n IN I V L e 21 5 28H ---- OUTLOT G 1 I .MNCF 9 I I 124 I Section 24, Township 12AAN SEAN T @ JODY L MOM , ,,. ,vDi nrTEv � I 28 C SHEET 3;v I a �L 1 5- M Ec .,Range (cos rori�' r "monument "T.'T D(- ) 5 PID:213100243/02 3 I nGRiC ".TLRu P�Q`p` Inrtx papa bio OU TLOT \ v a O I U 31 Y F SHEET 1 ;t I OWNER: N ( OUTLOT K - oa ne k parallelo ®h6Lfh H :_� _ - J m\ �f JEROLD A UNTIEOT REV TRUST PID: 213-100-233100 _ o l 0 31 South line f the drter b G7 OWNER: z — NortheL6l Qll .-the Southeast II — Qaarter of Seatian 23 Township 121 SHEET _ 13" LOREN 1 O'BRIEN PID:213-100-24J10f - HAVEN RIDGE PARCEL OESCR/PAOy. PARCEL I. That art of the Northwest Quarter of Section 24 Township 121 Range 25 Wright Count Minnesota described as follows P P 9 9 Y. , Commencing at the Northwest cor er of said Northwest Quarter of Section 24; thence South 00 degrees 07 minutes 45 se onds West, assuming the West line of said Northwest Quarter bears South 02n degrees O6 minutes 16 seconds West 408.28 feet to the centerline of 85th Street NE as described in Monticello Town Road Ma Q g p per Document No. 390488 thence North 48 degrees 18 minutes 15 se onds West aeon the northwester) extension of said centerline of 85th Street NE 18.26 feet to the West 9 9 line of said Northwest Quarter, and the point of beginning of the parcel re be described; thence South 48 degrees id minutes 15 seconds East, along said northwesterly extension of ret. Street ut 18.26 feet thence 468.1South 48 degrees 18 minutes ti seconds East aeon said centerline of 85th Street NE westerly 4 feet' thence continuing 9 9 South 00 tle res 00 minutes 03 s onds East 468.91 feet m or less to the intersection with the westerly extension of the South line I 'n ester) of said centerline degree. ec ore y Y' g w y of 85th Street of 5 the parcel described in Certificate of Title No. 6386.0; thence North 89 degrees to minutes 37 seconds East, along said South line lying westerly of said centerline of 85th Street HE id the parcel described in Certificate of Title No. 6386.0 and its westerly extension, 414.90 feet to the southwesterly right of way line of 85th Street NE o described in said Monticello Town Road Map per Document No. 390410 thence southeasterly and southerly, along said southwesterly right of t y line of 85th Street NE to the South line of said Northwest Quarter, thence South 89 degrees 10 inures 07 seconds West, along id South line f the Northwest Quarter, 1773.52 feet to the Southwest corner of said Northwest Quarter; thence North 02 degrees O6 minutes 16 seconds East, along the West line of said Northwest Quarter, 2239.29 feet to the point of beginning, AND The North 854.06 feet of the West half of the Southwest Quarter of Section 24, Township 121, Range 25, Wright County, Minnesota. PARLYZ 2.' The West half of the Southeast Quarter of Section 23. Township 121, Range 25, Wright County, Minnesota. AND That part of the Northeast Quarter of the Southeast Quarter of Section 23, Township 121, Range 25, Wright County, Minnesota, lying northerly and westerly of the following described line: Commencingat the Southeast corner of said Northeast Quarter of the Southeast Quarter; thence norther) along the East line of said Northeast Quarter of the Southeast Q Q Y. 9 Quarter, est.36 feet to the line of beginning of the line es ri described thence westerlparallel with the South line of ; thence Northeast Quarter of the Southeast Quarter P 9 nin9 Y. w the westerly right of way line of Eisele Avenue NE, as describetl in Monticello Town Road Map per Document No. 390488; thence southerly, along said westerly right of way line of Eisele Avenue NE, to the South line of said Northeast Quarter of the Southeast Quarter and said line there terminating. AND That art of the Southeast Quarter of the Southeast Quarter of Section 23 Township 121 Range 25 Wright Count Minnesota I in West of the westerly right of way line P Q P 9 9 Y. Y 9 Y 9 Y of Eisele Avenue NE, as described in Monticello Town Road Map per Document No. 390488. PARCEL 3• That art of the Northwest Quarter of the Northeast Quarter of Section 26 Township121 Ran a 25 Wright Count Minnesota in norther) of a line drawn southwester) from a point on the East line of said No, Quarter of the Northeast Quarter ditant 990.00 feet north of the southeast corner of sa id Y Northwest Quarter of the y Northeast Quarter to the midpoint of the West line of said Northwest Quarter of the Northeast Quarter and said line there terminating. AND That part of the North half of the Northeast Quarter of the Northeast Quarter of Section 26, Township 121, Range 25, Wright County, Minnesota, lying West of the centerline of Eisele Avenue NE, as described in Monticello Town Road Map per Document No. 390488. GENERAL 1,07ES- 1) Bearings shown are based on the West line of the Northwest Quarter of the Northwest Quarter of Section 24, Township 121, Range 25, Wright County, Minnesota, which is assumed to bear S02'06'16"W. 2) Wetlands were delineated by Kjolhaug Environmental Services Inc. 3) Portions of Eisele Avenue NE and 85th Street NE, as described in Monticello Town Road Map per Doe. No. 390488, are proposed to be vacated per city annexation and new roadway alignments. 3 v o z Range 2sI �1' 2 oL — — — — — — — �� R1 - 70'-80' RA - 90'-100' `m 31 30 569°0419 W982.8 ___East line of the West half of the (Similar to Adjacent Properties) (Similar to Adjacent Properties) R3 - LOT DETAIL odry NS I f \ S89°10'07W Southwest Quarter of Section 24, (Not to Scale) (Not to Scale) (Not to Scale) x �=05°1011" OWNER'. C COW A __South line of the Norest th 854.06 feet I Township 121, Range 25 - 2 ; b3053655THOMASp,o.m3-+°°-23A1oJ I I cog � 24,of t Townslilphe w121, Ranter 25 of Section v a ' 30' MIN. REAR __30' MIN. REAR `J / /Y c South line of the Northeast Qu SETBACK SETBACK — — ou Quarter I I O, 10' MIN. REAR 'SHEET 1 of the Southeast Quarter of Section I I•� SETBACK �__--- 1 23, Township 121 Range 25 —_-------- ___ — _ _ t— _ _ — _ _ t 12AVERAGE T UTLOT J ti 16AVERA LOT I _ AVERAGE I W j F 0,0 Oaf LOT -- 14,0001 LOT -- 20' MIN. ��po»•r line w• m t V- I V- MINIMUM 33p]i •r " \ n West Right of Way line of I ____ MINIMUM_-- 5' MIN. SIDE BETWEEN UNITS °C' l --Eisele Avenue N �� -- SETBACK OWNER: 127 a, Monticello Town Road Map JERDLD A UNREOT REY TRUST Document No. 390488 I PID:21J-100-2J440J 2 [ 1� 1 OUTLOT K J` I owrveR: I 30' FRONT 35' FRONT 30' MIN. FRONT SETBACK TO GARAGE MONTICELLO TOWNSHIP / I ) / ^ •f� 1� _ NARK J NIXXER SETBACK SETBACK 25' MIN. FRONT SETBACK TO HOUSE 32 c F , a PID:21J-100-24JJ00 URBAN RESERVE A JI C� — —ROW — —ROW — / — �/ " �` o $ owrveR: CURB I .Na 2335]] and a°°ig eE per 0oent - r e\ ]32312 c I I LOT SETBACK DATA CURB LOT SETBACK DATA «p t lin ._ \ MARK J N01-NER C 81 PD:2/J-100-2J+100 a MONTICELLO TOWNSHIP FRONT HOUSE: 30 FT. NANCY C fR1ESENREV TRUST / I V E E _ o: o` PIO;21J-f00-zJJaf 1r� 32 coma' ° • I t.°'. a FRONT: LOT SETBACK DATA 14-saam line of me wear s I - URBAN RESERVE 3o FT. Half of the SoutheastWes .° 8 t SIDE: 10 FT. FRONT: 35 FT. FRONT GARAGE: 25 FT. 3 �,`0"'& ,I C SIDE: 5 FT. DOUGIAs L STOKES / Q4.aCter of Section 23, - P lu '` LTJ REAR: 3D FT. SIDE: 10 FT' DISTANCE BETWEEN BUILDINGS:—' -i' i I. PID:zu-foo-2JJ1o0 s T shiptzt, Range zs CORNER: 20 FT. s 9 \ a' ° _ i REAR: 30 FL REAR: 10 FT. fa OWNER: h lin f N O JANE C CORNELIUS CORNER: 20 FT. / / _ P10:21J-100-231x00 � CORNER: 25 FT. I owrveR: or corner o eas us, er o GARY A@ LESIA A GERZ A I I Northwest f th Southeast Quarter of `1 I A A I I" r 7 P10:21J-100-233102 / III, -Northeast Quarter of Section 23, Township g P9 1 v \7 L L �—_---_— section 26, Township 1z1, ge zs y i - __—__�__—__--- PROPOSED X,z, Ran �, 3.15 —�- �----=--- T/ Ran a 25 cast Iran rMyh.)�__ 89�,,58� -OWNER:--„pEw��n�EiE�cw DRAINAGE AND UTILITY ---------- -�j Ws§t fins of tna Northwest JANE C CORNEOUS „� SITE DATA VICINITY MAP EASEMENTS ARE SHOWN THUS: :PL"TTEU Q M'tm " III ��y PID:21J-100 281101 arner 62' SINGLE FAMILY NOT TO SCALE Jf QJarter of the Northeast OUTLOT L I'• Northeast c of the ,� w atter ar Section 26, ,G N L I OF 7{iE A1E J4 OF TFf �� J4 Southeast Quarter of the :.:AYilCUL-1 RAL t /�/ r � .. I canter line of Eisele A�enae NE a TOTAL SITE AREA ±213.92 AC. (Not to Soma) NO SCALE A m wn hi 121, Ran 25 I h Southeast Quarter of ( ) a p ge Q ` „I» IN, ,--described in Monticello Town Roads sece�on 23, rownsniP TOTAL ROW AREA ±38.07 AC. /` •f 1 fib, / / ��EPM M1\0 g • 'SHEET 1 V 'Ks(,J 170 , Map per Document No. 390488 , ,2,, Range 25 TOTAL OUTLOT AREA ±89.48 AC. 30' MIN. REAR T N 6-� - C, .rti v�4'0r O I 7 i I \�N R=1828661=05” OUTLOT A 11.90 AC. SETBACK 1�1 anyZ.t'151.11 ouTLor 6 ±zss Ac.i/=r / D�v13 8 _,192.80 1 19TH OUTLOT C ±10.86 AC. D I I A8• 329.55: ' STREET fj` �• 'l 1 ' I 06^W "00°17'46"W �`� ry e__ 571°16.16»W_ _ -S REET INE OUTLOT D 20.66 AC. 11,278ef LOT west line of the North r -e- --m OUTLOT E ±0.25 AC. AVERAGE __ - ---------- _--J----J L-----1-_ /\AI IV S L half of the Northeast-= - OUTLOT F 12.10 AC. ____ �1 ^ ,+ f awn \Sect` g�r136. 6 South line of the North Half of I Quarter of the Northeast- F- OUTLOT G ±1.89 AC. / Midpoint on the West line of of 2fi {-• 35»W` -the Northeast Qaarter of the I I al ^. sg/ the Northwest Quarter of the lis rip 'o�ge Northeast Quarter, Section 26, �� OU TLOT H ±1.37 AC. I \ I _ being 6 Leet In tech, a d ejolning sloe lot Ilnea, Northeast Quarter of Section t�t I Township 121, Range 25 LIJ Cc N OUTLOT 1 ±0.69 AC. - -' and 12 feet in width and d i i ri ht of wa �� 26, Township 121, Range 2s I I A`1 I I•--0 ra, __� a Jonn9 9 Y linos and root lot lines unless otherwise shown on _ I OwN. I I $ i/.�. OF iFE �f 1/4 171 THE �:E '✓4 F- F- OU TLOT J ±7.08 AC. 30' FRONT __ 1 __ this plat. \ JANE C coRNELnIs N I owrveR: `� - OUTLOT K ±9.26 AC. SE78ACK PID:2f3-100-281201 �1 `+♦ East line of the Northwest ANE C OUTLOT L ±25.86 AC. —ROW ! _Quarter of the Nor Northeast PI0:2f3-100 281100 4! Cc TOTAL LOT AREA ±86.37 AC. cuRe P a Southeast comer of the Northwest Qaarter of Section 26, r �' T r T T LEGEND II Quarter of the Northeast Quarter of- I Township 121, Range 25 n I -3 (1 SMALLEST LOT 2,432 S.F. LOT SETBACK DATA I ao' sc 2e, ``aJ. I Section 26, Township 121. Range gg sC LARGEST LOT—±27,843 S.F. — — — — — — _ - --�-- --- -` V-- AVERAGE LOT ±11,131 S.F. FRONT: 30 FT. ---------j- ----J ® -Denotes Found/Set Judicial Land Mark, as noted - — Southwest corner of the Northwest repad N ° e pr Not° 10 Ta - I I I A v I TOTAL NUMBER OF LOTS 338 SIDE: 6 FT. City of Monticello, Wright County, MN OO - Denotes Wright Count Monument, as noted Qaarter of me No Quarter of--'' i I EI oa°�m°�t N°.'3so.ea"° `�X'1 1 % r 1 o 115 350 701 GROSS DENSITY 1.58 LOTS/AC. REAR: 30 FT. Section 23, 24, & 26, Township 121 N, Range 25 W g y Section 26, Township ,21, Range 25 y _ _ _ JI EXISTING ZONING UNKNOWN CORNER: 20 FT. -Denotes Found Iron Monument PROPOSED ZONING RL RA, R3, PUD 0 - Denotes 5/8 inch by 14 inch ( SCALE IN FEET) UTILITIES AVAILABLE rebar, marked with RLS 40361 3890 Pheasant Ridge Drive NE, NcCain 5'1[0100 Iherebytertlfythatthlsplan,speclFlcation Print Name: Thomas R.Balluff,LS. DRAWN BY: KCM Revis,an,: MONTICELLO PROPERTIESg •environmental Blaine, MN 55449 or report was prepared by me or under my //y�J �.p1�16/21/19 - City Comments 5. 5/6/22 Rev. lot sizes alk 3, 4, & 5 HAVEN RIDGE � .en 00 n diretsupervisionandthatIamaduly Signature �%w ++�C/ SSUEDATE: 4/5/19 2 9/13/19 City Comments 7308 As en Lane, Suite 114 PRELIMINARY PLAT INDEX et gm g Phone: (763)489-7900 Licensed Land Surveyor der 3.1/09/20 -City Comments P Monticello, Minnesota • SUNOyIng Wlaw. (763) 48cc in. the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 earlaonm�aain.aom a.9/1D/zD- City Comments Brooklyn Park, MN, 55428 41 N 0 25 50 100 ( SCALE IN FEET ) LEGEND 0 — Denotes Found Judicial Land Mark, as noted 0 — Denotes Wright County Monument, as noted • — Denotes Found Iran Monument O — Denotes 5/8 inch by 14 inch rebar, marked with RLS 40361 I 60 T— T Northwest ea7le, af_—__—__—_�------------ Section 24,m Township Nth line of the Northwest Quarter I I I ` 121, Range —oforthe Northwest Quarter of Section 25 ast t 24, Township 121, Range 25 iron en (a , �O \ \ aml I I '• I \ \ +Q BOO\ / / .14.400 sq.ft. \ o est line of the Northwest I Quarter of the Northwest IJ Quarter of Section 24, o Township 121, Range 25 .° \ I OWNER: DWpAs C ARNOLD v w° 1.I \ \ , , J / / \ JS \ PID:11J-100-Y4YTOJ I \ `9G Boo\ C / / .14.400 sq.ft. I .° I to \\\ I z I\`♦ 50 / / / 7 / 0 394, F \ \ °\\ s 113.559 aq.ft. \� 60 114.400 sq.ft. // j/\\ Owe -> �C— �— la'\ Z 69.5 \\ \ Ro aayq -I W _\ j `I'/� �93.j \ �,6 / \� I \ 20 ^ e I 14,400 sq.ft. / / \ o \ 0 .13,559 sq•ft. / \ s BoO \ / / .�P \\ I \ I\ o 4, \\ T1 1r °/ \\ .21,943 \\ < ' is Toa \ <\ \ eqo \ J N o 9 ° JAII60 / `\\ \\B° .14,400 aq.ft \ .13,559 qeft. , \ o O\\ O/ \ o \ L) A al��\eO0 2. — — 0 > 1 1\ / 39 sq.ft. °/' \ .17.1 L y4�r `\ T %� 1011 A 1 vv IV n C^ I ICT[' A \ \\ 5 \ a \10 > ,oaa N 0 25 50 100 ( SCALE IN FEET ) LEGEND 0 — Denotes Found Judicial Land Mark, as noted 0 — Denotes Wright County Monument, as noted • — Denotes Found Iran Monument O — Denotes 5/8 inch by 14 inch rebar, marked with RLS 40361 I 60 < SF I I v 50 �O \ \ I '• I \ \ +Q BOO\ / / .14.400 sq.ft. \ .° \ I OWNER: DWpAs C ARNOLD v w° 1.I \ \ , , J / / \ JS \ PID:11J-100-Y4YTOJ I \ `9G Boo\ C / / .14.400 sq.ft. .° 114.400 eq.ft. / / \ p0 oa / / / 7 / 0 394, F \ \ °\\ s 113.559 aq.ft. \� 60 114.400 sq.ft. // j/\\ Owe \ I 14,400 sq.ft. / / \ o \ 0 .13,559 sq•ft. / \ s BoO \ / / .�P \\ \ I\ \ O / / / a \ \ '0// a� °/ \\ \\ < ' is Toa \ <\ \ eqo \ J 9 ° `\\ \\B° .14,400 aq.ft \ .13,559 qeft. , \ o O\\ O/ \ o \ L) A f- - �/o' 0 > 1 1\ \ \ \\ 5 \ a \10 > ,oaa 113.559 aq.ft. \� \ 80\\ .14.400 aq.it z ,/ O I 1,111 "I. 'o .o \ \\ 90\ 114.400 aq.ft. , // // ,/ ,/ //, \ 113,559 \ o/ sq.ft. bo\gyp \\ , //12 \� \> -O / \\ . �(1�♦B0 \ / / .14,400 sq.ft. , \ I ' \ 501 �� C L �� < __—__ __— — L-1\ •tea —— __—__—__ 13 ry,5 — T / d� .14.400 sq.ft. / I 50 \ 0 113,559 sq.ft. 3890 Pheasant Ridge Drive NE, Sultel001herebycertlfythatthisplan,spetl8cation Print Name: Thomas R.BalIuH,L.S. DRAWN BY: KCM Revisions: MONTICELLO PROPERTIESHAVEN Carigin 0ML-Caini-s-iry-i- •environmental Blaine, MN 55449 or report wasprepared by me or under directsapervislon and that I am a my �y duly Signature: Y�^w tt DIY/ ISSUE DATE: 4/5/19 16/21/19 -City Comments 5. 5/6/22 Rev. lot sizes alk 3, 4, & 5Sen 7308 As Lane, Suite 114 RIDGEr_vyr■■ eerin g Phone: (763)489-7900 Fax: (763) 489-7959 LicensedLandSurve der3.1/09/20-ClryCommen the laws of the State of Minnesota Date: 4/5/19 License #: 40361 HLE NO: 1644 2, 9/13/19 -City Comments 4.9/10/20 -City comments P en Brooklyn Park, MN, 55428 Monticello, Minnesota PRELIMINARY PLATnt 41 carisonmccain.com 5-\\UrjI 1o`�I\•1 �\ 1I I 1-1 m1 -Z/—\ -\1 -\*\s-\o- `\-\\-��`\1i II \ \��1\II r�-�\!�,- �-6\\-2.-`\0 _*-� ` _ -\-\v/ \— `\ 1 \ \II � \\�-I\Ij �r \1�- -''\�•\-6-\2�T\�L.-0 \-�* �\� i, v -\/J l\\,'II \ \\L I\I _ h\r\- \\1\ .\- 6\�-2.-\+0\`- � \-\\- J`1\ 7fII\\\\\L1•�`II r \ \,-\\-1v\`Av-� 1 \\\ ,�\n \I\ - '\\\J17 \1 A,\ 1 I P� 1P\/\`S/�° I\r+\m\\\\�\•\ v\\\7.y�v\�\\3 ��� \�(• t\°n,`\�\\ I`aCIu'.\n\+i\\ o�II t\eI 1\s'I �\ B\IsPp\sO\I \ I s \\ar \� T\\I `\s°\,/\n\ \�/\e.n`\\ ±/��. ///\/°'ti`/0\/r\n�`\t;\° �\ni' n\ `/ �\ / / 2•\ `/\\^�j\ \ /�— I\1 / '\\\ /\+,�'\`',\\/u/ ./`\� /� /\\'`\\ \• �/\/`/a\/ 4 � /\ \\\ o //i \ \�v 1'3 v�-•`\�\'tv -II`III r �CzeL\I1iImIIZ/r]\I 'v '9\\rn\_•\`\_om\_\ \��`Ah\\_ \�\\\`/ \\• \ i \ \-\ \\�\ \\ \\ �\ c\ \ f�` \\e\e \ LEGEND \o\\ J`E\°n\\ vG\ • E\ N\``t\ \\l\ D x14,400 sq.f. ® -Denotes Found Judicial udicial \\L( \ \a n\rd \ \M ar k\, as \ \noted8 050 0 < ±13,559 q.ft. "/'/' e • - DenoteFound Iron Monument > O- Dnotes 5/8 inch by 14 inch rell marked with RLS 40361 </ 9 o\/ ±19,584 sq.f. Ni ` 10 ±15,412 aq.f.A ey\ <\I v tls° SNL BYE P10:213-100-242] Z/w o 25 50 \ 100 °th\±16,367 af. Q SCALE IN FEET� 50 so ±14.727 sq.r so] ° NP, 13 PID:2 3�24200 ✓//ne ±17,650aq.ft. Al ti --- OUTLOT C or°� °ge rd Utility Eamnt 30 30 (0- au f Cues°t C)Z. x473,025 sq.f. R, N89°22'37"E 414.90� > `110o z IAA11fil- vv I v r1OUe r A 6 500.7 r -Drainage nd Utility Ecement----- 7 62 62.0 2.0 82.1 94.6 17 962 st+° +±1osz3 ao48$ 62 3- 7 ±12,169 qr 150 50 171 1 20,0/1 --0 x14,12 q.n. 76. 6, -2- _-- \ ng -iWz Wja1 h J .2457 87TH STREET NE -------365.2 \s9 / L -_a /,-_\ _ 0/ ±5.745 q.t. ±159,907 aq.f. 10/ -----z-_--n-z- oSIIJIN AmI o - 1 t 30 I OnU \ \L\O\T \ \ B \`\ \�I I I II` \\•V \ \ \ , .\� t \\v\AK•I \ \ I \\ Dr d Utility E°eement B (0 -r °ll of 0a6°t 6) x329,430 aq.r.50 6.D 62.0 I o250 .0 62.0 73.2 '36. 10 % o -F-----F------ ±16.655 sq.f. ""5'^ 26 x19. 26 q.f. 5 F 0 m 179.7 20 ±2656aq.f.2Epg 3' 40 5 6 ±10.806 aq.ft> 25 6 ±12,122 q.tt. IZa 7 ±11.723 aq.ft.12 ±10.506 q.ft.N --- ---p J L ----J L--- -A All 62.0 24 So 315 x12,216 aq.n. d6150 .0 ±10.6sq.fL // S 69 9 Jp 13 2 x10.051 sq.r.4 30 x1030s .ff. s-J� r ` \v�\ \\\ \\\ \ ' \ \ ±10.013 aq.ft. / -\ \ i \ - 23 14\\ ±10,962 aaft. 3 ±10,077 a .ft. 4 1 \ / 1,\ ±10,131 aq.rt. \ \ 3890 Pheasant Ridge Drive NE, Suite 100 1 hereby tertlfy that this plan, specification Print Name: Thomas R. Balluff, LS. DRAWN) KCM Reviai- MONTICELLO PROPERTIES 10 •environmental Blaine, MN 55449 or report was prepared by me or under my �y� �J 1. 6/21/19 - City Comments 5. 5/6/22 Rev. lot sizes all, 3, 4, & 5 HAVEN RIDGE CailS • en eerin dlrect supervislon and that I am a duly Bi9natare: Af�C w lC// ISSUE DATE: 4/5/19 2.9/13/19 - City Comments 7308 Aspen Lane, Suite 114 PRELIMINARY PLAT of McCain I rve g Phone: (763)4-19-7900 Licensed Land Surve der 3.1/09/20-ClryCommen P Monticello, Minnesota • surveying FBX: (763) 469-7959 the laws of the State of M nnesota Dale: 4/5/19 License #: 40361 FlLE NO: 1644 .carlsonmccain.com 4.9/10/2o- City C°mmenta Brooklyn Park, MN, 55428 41 U""'g' \(oyer on of ouaot c 0 ) \ \ \ Quarter of Section e Ran 25 Township 121, 9e \ / \ d' \ / I 3473,025 ft. v s ��pl}I -- �---- -- R L517549 South line f the Southeast \\ 447.97 lin N89°22'37"E \ \ _ � ` --_ --- 9 ` \\ tel\ 1 iFti.a 414.90 \ r \ __ Sag• Quarter of the Northwest South -ter of 0 za, r \ // 15q�o// ss. i 87TH STREET NE II Range 25 121eCR \ \ I }ig a // n 8 I I N r 45.0 3 _ azs so.o r- - - - - 500.7 62.0\ 1 \ \\ \a \ enc-- 62.0 62.0 \\ f I ly Easem _ _� 82.1 .a, -� r---- __.� \ I 1 \ p% \ly \ N II I I I I I I I I 3 I I � � \ ' I \ \ � � / \ \ +;,°pro o \ � � m m� �'n• \\ � I al I $ I I of I �I I / n\ �I 4o 2 I 50 6` 3nl ; ^ 'Q4.> / 'I I}10.523 sq.ft.-/ I 7 ro// / \�j-- * I I I 312,169 q.R. I I I I I I I 8 h0 o" a3 /m 'a \ °'o p b P T I I II *14,112 q. 62.0 \ \\\\ \h\ \\\ 62.0 62.0 11.2 1 \ \ STREET NE 385.2 9 / 315,745 sq.k. / / ` i s z?z;\ OUTLOT B 59,907 sq.ft. \ o � Drainage and Utility Easement -2 /m (Over all of Outlot B)\ 62.0 62.0 73.2 _22X2'36^ Sy\ // / 10 T %'\ I AI > 11 I/ F� 7\ri \x� I 3329.430 sq.ft. I \\ \\ o I F- r-----, r \ \�/ / }16,655 sq.ft. 8�� ix a 26 ) , /0i \\ / }18.526 aq.ft. \0 \ \ \\ 1 I 2� IL------- - ------J 179.7 l \_ ------------ },2.656 sq.ft, v>s34m 6 },D.606 2J0 aq.ft. 30 - - 312,122 sq.ft. \�e' 7 o y 1 \ 7 }11,723 q.ft.±11.109 12 nz. \ \ p, \ 310,506 sq.k. ^ °,c, I \\ L-----) L ----J L ----/I I / / /' /' \ �\ ' �'' \ r --- ------ 315.oz.o 6z0 53.0 / /,// p \ `°\\ m \\N \\ 24 Im °2 �' / 8 i a, }12,215 sq.ft. I [7 \ I \ \ \ 0 2Cv/// 310,667 aq.ftt/ \.� .. � / \ \\ q. /''J 2 \ \\ I 1 \\ BZ9 OR / ,y6.� 1_ ,. 1j1' 13 .N \ - _ N °',\ }10,051 sq.ft. los \ \ N 30 1 1 � / 310,307 sq.ft. �\ j .o \ ;PCt I II i 310,013 q.ft. �\ 23 /� \ 310.982 aq.k. 3 14 \ \ 11 N310,077 aq.k. \ %55 �� \ \ ,�G y\\ 310,131 sq.ft. \ I \\ I 1 }9.580 q.ft. 22 /1/5/ 39,392 sq.k. 4 \ \\ 1 11 ft. 39.669 s i'\ \ °g�'�'/ �\ 39,737 aq.k. \ I \\ 1 q. w s\ \`9 �O \ southwesterly rigll f y %'� 1 \.w m•iJJl.� �\ �� \,� \ L---- -__---\ .w line of s5th Street N"', wn 1 _-_ \ I Monticello ToRoad Map /39,358 aq.ft. // /\ 21 \ `�. \ Document No. 390488 \ 1 1 16 / ,/ \ b iS 311,413 aq.ft. \ m \ C� \ 5 \ \ 11 ell- - 10 Drai( and Utility \------------ \ 39.561 ft. \\ � � � ,� � � i \.0 / 310,333 ft. , / \ \\ 1 � OUTLOT B 165.0 \ 15- rol ge Jity Easement _ _ 0- oil of Out t B) \/' / ,S 39.3 60.8 65.0 �l i \- - - - - - 3329,430 aq.ft. 1 \\ \ \ s i i 39,352 sq.ft. ice\ \ \ / /' 1 7 ,i6\ i \ S, \\ , 39,823 eq.ft. 1 \ /•l 1 V \7 L - 5 I L_ 5 m,310,000 sq.ft }10,224 aq.ft' p�6�\' ------=--18 6 19 c 2013 39063 aqft236 sq.ft./lo \ \\ \\\ �\F 10/ I I \\ 30 30 }9,745 .,.It. 2,21 -__ _-_ _---- 55,2 14-----J �------�a - of 55.2 K ; �a South line of the Northwest 1 SA 39359 agft. // / \ 8345,49 83.5 _ m L--_--145.0 i Quarter of Section e Ran 25 Township 121, 9e \ / \ d' \ / \ _ `__-__�M__-__-_ �\------- o --- --� ��pl}I -- �---- -- R L517549 South line f the Southeast \\ 447.97 lin - -�--- � ` --_ --- 9 ` -�_ 188.3 J � ,-r l __ Sag• Quarter of the Northwest South -ter of 0 za, \\\ \ // 15q�o// ss. i 87TH STREET NE l p �I j }8,9900 aqk. Range 25 121eCR }ig a // n 8 I� i N 45.0 3 _ azs so.o r- - - - - 31 to LEGEND sq.ft. i 'W 9 0 25 50 W. }8,990 -Denottes Found ho Monument II q.ft. +}9.21 O- Dno5/8 inch by 14 inch69 q.ft 18 NI I to a L---- 145.0 I -----__-� rebgr, marked with RLS 40361 SCALE IN FEET ) 1 n >8}96 �I I 19 al 1 20 1� 3890 Pheasant Ridge Drive NE, Suite too Ihereby certify that this plan, specification Print Name: Thomas R. Balluff, L.S. DRAWN BY: KCM Ravisions:Cari MONTICELLO PROPERTIES PMEWIni r_vyi • environmental Blaine, MN55449rreport wasprepared by me or undr my �y�J ®���� directsUpe islonandthatlamaduly Signature: va/Y/ ISSUE DATE: 4/5/19 1. 6/21/19 - City Comments 5. 5/6/22 Rev. lot sizes Blk 3, 4, & 5Sen HAVEN RIDGE 11 gin g ee n • aUNeying Phone: (763)489-7900 FdX: (763) 489-7959 Y elC Licensed and5urve der the laws of the State of Minnesota Date: 4/5/19 License #: 40361 HLE NO: 1644 2.9/13/19 -City Comments 3.1/09/20-ClryCommen a.9/lo/zo-cirycommenta 7308 As en Lane, Suite 114 P Brooklyn Park, MN, 55428 Monticello, Minnesota PRELIMINARY PLAT nt 41 �arlaonm«ain.�pm z 7y oR.. Ips \ _ v 30 ' 310,0514 3 0 m 9 o 310,013 sq.ft. .\ P \ i- \ �' 23 \ ?' ` \ °, 1 1 4\ :00,982 aq.ft. \ 3 \ a 310,07 aq.n. \ 5 A - - - ^ \� y �\ 310.131 soft. \ o1601___21 I39.5855 sq.. ft. \ \'S - 22 cn ------ 15 39.392 aq.ft. -' 4 \ J �\ 39,737 eq.ft. \ 39,689 sq. k. �'� s 6�9 /,�9�--- II iaN-��--/- ,o, ,w. ,o,I "•`jP\moi -' \ `-'� �� \ iy69�-' \fib \\ �i -- �� \ 156 N ' / /39,358 > \A \ ^ / / / \ 311,413 s ft. \\ rn \ Z _�I sq.ft. �� w A 21 -Z \ I ' 310,333 sq.ft // / \� „'\\ \\ �\ 39,561 sq.ft. \ sm i i p / I I / � � ,�. .� .� a a• 1 \\ 30i\ \\ ,��/ / ------16s.o-----�- a\ \ _1so_--- /e,V - ' / / / 'J• 39.3 60.8 C7 i. T I n n1 7 e I 1 `L sem\ //// 0/0 --- F- F - 65-D- __-- .. L- v 1 I v I v Y, 39,352 sq n. \ \ / / 17 '\ 39,823 sq. t. Q\\ \ / / i i X11 39,812 aert. G _ l 148.5 I I \ s 13 18 i i 19 of 20 I---------- J 39,063 aq.k. "' I I _ _ _ - ♦♦�- ' 310,000 sq.k. 38,236 aq.ft` 310,224 .,.ft. - v_ o \ °,�\ �°�' // \\ 9j a5 'Ilk / I I I I I �I 1 ooa Q ♦, �/ // l �ao I I Boa 39.745 q.n. _ I / o S 30 30 vzt-6 / ' ' /^\se ?� ss.2-J L------J�r ---- ----�--- -- of75 ------------------- ,wvov / ,�------� Duarter of 9R \ 14 J 9 83.5 _ -L45o_ r----- cy :� °, m / !i \ v 39,359 aq.ft. / \\ X49" -- arterl uo - �i South line a Northwest 1 \ / 0 /' ast D v1 `o a'N� �/ O �- i Q artei 1 Ron 24. n North line of the Northe of the - o/ the soumeost onarter of section N89°O6'39"E 1�y90 1 v z, ange z -- __---_ __ ------ --- -- _ J _ 23. Township 121, Range 25 --26`22.77 • 9 �� ♦ ___-� _tea,___--sly- 1 5 -__-__ Bd' 9 _� /r / \\\/ �__ n - 168.3 -�- \ of ? ^ 11 a SRS$ 0� W _�,w_ �__ -ter_-__�__-�♦ J d \ a 57.9 e: Ss.7 ;�_g;' ea .o (, \ / �/ 15 // // �� 5 87TH STREET NE " 18,990 aq.rt. 1p'-_ 9� ♦` 1i r\`7 39.228 sq.ft. -� s I fig" os /♦ �_ 2� �// / / / 1 n L----- ias.o ------ L-------_--- - I �66 sa+� Jo o \ ` yy, __� \\ / // / / / x_567 47.9 90.0 ----J o ` ) .a. J. .m. �4 Ji. .a, J. \ 1 r---- rI---------- So 2 y ♦\ 0 5. \\ / / 39.112 sq. k. m/ / I I I Io /�(`\ , ?9 J 9a o \ O ryerye 1, 1 \J ' / / 17 N/ / I 38,990 q.ft. Sp .5 ` 3ry9 I,lu ,w. .a. ,il. wi. .� ,m_ .� I ` \ / / 39.269 aq.ft. ,^� / / �n I o 2 o o n I ry �7 L- -li. - _ 145.0 _ _ - - J J \ p \ 8 I �\ / / / 18 01 1 eo I \ .0 1 \11 >$ / / / / 39.686 ".ft. a 19 a < 30 5 0 4-----------� \ 6 t ✓ I > ��/ -I I 39,322 sq.ft.� 312,552 aq.tt. a r y ° m sn.tt. of a3 1 �i w 1Q , j60 � 2 so. N i ,, / 4 �, t2, 1 0 ? J 104.5 J L------J p°[P�� I t�•6�Z \ w 2 7 ,�� ���. _ ro4s sa.7 3o Il �,\ of 7sn I e j6� fl wo 1 ,u. w. .,i. .m, ._ _. .. ♦ _ - 193.1 ---- /", "I'll I I 1 ♦� , 'e 1 s f I - - �, v vv ... �1 1 I 1 � I, I � � , �' 1 014 82°satt.; \ *ZB,Z=q.tt. o o , \ 1 �♦ ____�--�♦ ��s 4 J - 0 o D I so 0 loo J o ----- yob/ �Z' 3 �. / ♦�- 6 \N \ i \ L _szz_ J � , 0 10���-�`♦ --�'` II go G *26,4 aq• , i - \ ,�I. ♦ 1 0^e°: r---� , I $ o \ c4 q.tt• u r a r ``J- J I a s° �' 2 agst. ,�Za3 m2^ 2 CJ o 0131 l" a 1 54.9 \ ,6. q o \ }Zaq,,t• N I♦ tt 1 I / / /!�_--?'I II \ *�8,2 30 3 \ OUTLOT D I 3,4.76 aq.ft. = D aaK �, 1 / / _ \ 30 ow i2 4 1 ��_ Drainageand utility Easement East line of the--_ I m (Over all of eutlot D) OUTLOT F 42 '1 3899,920 ft. Northeast Qc1.1, oe _ , q. 5 0.o q the S_t s, oaort r �'� \` J� ��\ ,r< ,�. ,� .a< ,� s. ,� ,�. .\ 1--___ _�/ / / II II 3 391,664 a ft. of Section 23, Township p .p 121, Range 25 mw\ P o ���-'s, .m m .p♦� 9 ties 1° J2o;oeo //i M/ l I L-_820 J L 2 1 p ° �$ >Y �"9 13 0 '+` e $ ryy. \o ♦ 1 326.806 12 i m •y,LO I T'� O �' 2`/J by'Y2 J)° %/ eq.ft. ,/ /_/-- s2„ s � y�° `'o � .bo '� n`N � ea.; ♦ e / i22,e30 aq.n. o ♦\ ,I�. ,a. ,� .�I�. ,.. .�I�. ,�Ir .�. ,� ♦♦�- ^jl l j / .�I�. �a� �I pry. 4�py 5/ �/4' 3v 31 18 sq ♦♦ 0 4 019 ryo �� i"1 \93 ° X30 4 l j l 1 1905 9 R�`� rye9 \ I 1 9� % C `�\ 9 aa.6 e4 \Wi. �u .W. ,u< ,u� �w. yu. i ,m. /I ` \ \ / , / I �1 `TO I ry s9 �T `9J r �/ }ry 5 ♦ / ° `*2 �ti 3j0 3°6.0 moi'\ l w� ��ti94e,, ♦ / /2g 19, *x3�q a z.9 s? \1; ♦ a . r s a 9 ° /0 1 ° ` ♦ 1 6.4 1m 7 ' 7 11�y� �O #' /\�\I 5g& 92 m -15 X23.3 Gary Sa 4J9 Try `)O 1 3? N L f 3 n '�2g B4Z ♦♦� N 1 L) A n 1 /.�F- /7 EjLD « z6aa.r-- -t� G ��---�-' 5 0 I \ o? tvA 3z.p 3>., �; 7 `' ° LEGEND \ J>J a\o Y a , ; >.z 0, l�7�, ee. h M� 2,gy5 s OO - Denotes Wright County Monument, as noted o 25 50 too g•ft.• - Denotes Found Iron Monument ?° \` n�03 O - Denotes 5/8 inch by 14 inch ( SCALE IN FEET) r a°• J?, �� �- h gZg>?3 "' o rebaq marked with RLS 40361 sq. \ 3890 Pheasant Ridge Drive NE, Suite too I hereby certify that this plan, specification Print Name: Tho-R.Balluff,L.S. DRAWN BY: KCM Revisions: MONTICELLO PROPERTIES 12 \0ML-Cain • environmental Blaine, MN 55449 or report was prepared by me or under my �y� �J 1. 6/21/19 - City Comments 5. 5/6/22 Rev. lot sizes all, 3, 4, & 5 HAVEN RIDGE Caring • en eerin direct aapervialon and that I am a duly Signature: ISSUE DATE: 4/5/19 2, 9/13/19 - City Comments 7308 Aspen Lane, Suite 114 PRELIMINARY PLAT of I 917 g Phone: (763)489-7900 Licensed and5urve der 3.1/09/20- City Comments P Monticello, Minnesota • s-eying FdX: (763) 489-7959 the laws of the State of M nnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 ariaonmaaain.aom 4.9/10/20-City Comments Brooklyn Park, MN, 55428 41 / / }9.063 aq.ft I I J n L V I _ _ _ _ - - -j 310.000 sq.ft. / / /' \ ss \ \ /Jo / I 28.236 sq.k^ 310.224 aq.k. r - - - - - 1 I I m l 1 \ /a'.i°s, L I 1 1 <1 3977 v av / t ,w. ,�. ,� .a. / / . _ _ _ �1oe aq.k. � i � t J 30 30 14 / \ sa •\ 4, 55.2 83.5 1 -L45LO J T---- 3$ �� rn m / South line of the Northwest tt '359 \ 9313 -- - I '- , Norm me of the North eoat Quarter m N o o ^> / o° ,-- Quor er of S-tion 24, \ _ _ _ _ _ _ _ _ _ ,--of the Southeast Quarter of Section) N8906'39'E ^shoo / To 121. Range 2s -__-__ __ __-__-__ _ --------------- --- Ls ns 9" I 23, Township 121, Range 25 --2622.77 �� ,e' =�..----- �' ;------- e� r J / 57.9 ^ 56.7 ;�_� 0� eot� o \ -� - _ 188.3 - - - o i R 49 �• o (2 \ 9 ' '/ 15 87TH STREET NE m 1 iesso aq.fe. 29,228 s ft. 6.> / .y, / \ - i/ G 1 W 66 ,?�os'o ` ---�-` \\ g Lam- 145.0 ----J -----L--- ----- a' .o .a. ,r. ,va ,4 ,va ,.. \ / / / / - 479 so.o ----- `� � 11 1, 2 a 16 / � ; / � -� s9 �� 0 1 r`` ,o. ���`\ r 9 3 \ V/ 39.112 s ft. / -I r----� ----- 30 0 f- ---- _---__-I SO 3 6 w ` J 1 o M/ / / I r 3 o' 1 / I R W o I tt 17 `v/ / I 1 Z '�° iesao�aaft. 1 SO ,� .� >v. vl. ,r< .w< �, I / / 39.269 aq.ft. 1 / 1 o I N 1 as a / ml I of o .a L----145L -J w, s 18 19 20-----------� - > 4 29.686 ag.ft. 1 1 �I a U r° / / I 39,322 sq.ft.- 312,552 aq.ft. SQ. ,u< ,� ,� ,a< ,r< ,u< o t \1 2 30 0 - I 1 I .j60 L I I L� o sq-t1- 1 . i �\` L- 1 I \ o l 10 1 yp.c X60 ft, w I 432 a N i w I P I 217,611 a tE t2. o W 1 Joos 4>0 -J L-----J L------J li F \�o, aq.k. 2to PB�^/ '1 r,+ *2 g1160 \ o 16'f,0�� 1 ,its ,w. ,r< ,u. ,a. r. ,w. ,us ,m. �� 1 _- 193.1 88.7 -30___ __ \,q t2� IL 3 �� - �v / 2 014166 2,6,2 ag•tt. \ --- -�- i �, ! �, \ 4 ° �o•J- \ I o , d• {;3° \Nd o \ '� ---------60.o_-___\,!J 1L_s�.z_J 60 614 'l60 tt T n IA/ n1 1 1 I F) 7 ') 4 *2912 I \ 1 I V VY 1 V 5 r1 1 $ 1 to \ 7oq.tt N 1 `'•/ _ 1 \ ° ;e 660 �/' 2 aq.,t. t2?3 2 Q 124 8 , 6,0 0l a 1 54.9 j6�a tt. o z.gg0 aqw ; . 14912 g. t \. 3D 3fi sq-At' tt o OUTLOT D II II_ 2,4.776 ag.k. Pr t o I 7 .� t1' A o 1 \--�- Drainage d Utility Easement t tl __3,2 East line of the- I 42 1i -� (03899,920 sgttt D) \ w / / I Ilm R OUTLOT F Northeast aaurter of / I 5 zo.o the Soutne at Quarter �'`� � �•\ \,- ' 391,664 ".ft. of Section 23, Township o ° S 121. Range 25 �ro�' mw\ ,a ��' `\ -� �/ / I azo'oso L-----J �ti• 1 0 g 13 o I B2,Q ry° I / I � o �� ry5o �a, 16p�ry�: a,° %,�k ,w. ,a. ,Ii,. �. ,i1, w� �L t /' 226.606 aq.f . ,/ / 1 2 Iv'i / -�-- �? `sd2?a ��o 00 , „� �a K2�0° Z•.i \` `\ / / 222.830 aq.k./- m� ��e e 9-1 o la�'e/ � a?° Wmry `�1I,16 'o �$� cryo O �4L '`Oar /l''jL�\ az° }3p2„zq' -1\ I�00 S \J I> as r ' l +z��s R ami^ �1-vz'=w9:3 42q�� �o�+ 1 9��.I ry9^ ?o ossJ�O� 9a JY� y �� 9 ��21�5 5Q 3 i s22 ti 6.0 W 1 �� ' v \ P 32p / �2q2� 6 44a O �� p \ \ aw_ ,� ,w. ,il, wi. �L i 1 9 �. \ 6.4 '3 y°°� \ I \:12x88 ^ m 1 m 15 6'2 i 1 AV / wN $ 2 4 m23.3 1 M, 'O 9aS O P� ry N t '!� eP hR' I` 3> Yf b 3 n °° 4 �' I \ EiLD m Z9Z6a �a 4 ----- - a - -----a \ 0 O \ QN 32p 7 W 37 % `r0 V I ^' II -s 9Y m NN az >?z =9 N o 2x rya` 1 \ 'J/ �"J' p' \ / �1h• �i p 9.I/. (J /3 3>J S\ 9lf ``\ \ 0k/ M I M moa' 1 Op 9 0 2_15 14 9.2ti1� IQ.9 32'� ;w\ 63.9 n1 r 4 JO6 m e ``�``\ j ' j0 13 X30/ R Rojv2e` oy,�s P'�of1 the 3j.0 yJm '01 it �i/'' n ° She o^ I 32.0 ` \ _ 0 6�0\ \ J2J Roh9°3taats+ I J06,030° \%` 6 2g z �6 2S \J m 43p'2 yo 37.1 32. \3l0 I I �i 4 3 1 ' 007.5 2 \ ET N 85TH STREET NE 23 N nz1 `� E ,209.5 37.0 32.0 37.0 OUTLOT I J`��� 1326.63 85TH STREET 1`4E w �� S89%0'07" W ros.o 2zs.656 aq.k. ,24.71 _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N S02"07'02"W _ - _ _ - - - - - - - - - South line of the North 854.06 --973.09 Lin Ilei with the swath ins MA13-100-2f�a ---feet of the Northwest Quarter LEGEND 589°04'19"W \ e para wo: zla-loo-z43.wa Range 25 z4, Township 1z1, of the Northeast Quarter io the I o - Denotes Wright County Monument, as noted 0 25 50 100 `-Southeast Quarter of Section 23, Township 121, Range 25 I • - Denotes Found Iron Monument O - Denotes 5/8 inch by 14 inch (SCALE IN FEET ) I rsba', marked with RLS 40361 3890 Pheasant Ridge Drive NE, yce fy p specification MONTICELLO PROPERTIES SUlte 100 I h-lb rtI that this Ian, s 6catlon Print Name: Thomas R. Balluff, LS. DRAWN BY: KCM Revisions: i 3 \/` •environmental Blaine, MN 55449 or report was prepared by me or under my �y� �J 1. 6/21/19 -City Comments 5. 5/6/22 Rev. lot sizes Blk 3, 4, & 5 HAVEN RIDGE 1 .J Caring • en ee n dire t supervision and that I am a duly Signature: (f�C w l// ISSUE DATE: 4/5/19 2.9/13/19 -City Comments 7308 Aspen Lane, Suite 114 PRELIMINARY PLAT Of McCain I gin g Phone: (763)489-7900 ensed and5urve der 3.1/09/20-ClryCommen P Monticello, Minnesota • s-ying Fax: (763) 489-7959 the laws of the State of Minnesota Data: 4/5/19 License #: 40361 FILE NO: 1644 .carlsonmccain,com a.9/lo/zo-City comments Brooklyn Park, MN, 55428 41 30 I 30 30 1 30 90.0 80.0 80.0 80.0 I I -------------------- I 80.0 80.0 r------- 80.0 - r----- , ----- --- - - - - - - --_______________ _ -____ ____ _--______ _--------------------------------------------------- ----------------------------------------- Northne of Road thel�Soup the Northeast Quarlerr o heast Quarter of Section) --------- m 3 "19 * 32.0 37.0 'n Town Road Map Document Read 23, Township 121, Range 25 Docul enc Nted ' o 'n Road Easement per Monticello Map Document No. CC C 8516 SIREE IN of be at 390488 (t ) N89'06�39"E ,'•Town Road 390488 o f of 1 - ----- , 644.1 2622.77 -y q 5 I� t o 6 to of 7 �I 249.9 t o 9 1 f �I (14,400 s9.ft. _ I I 802.385TH (12,800 aq.ft. � I I I 11 - ft 112,800 aq.. r' I I I I % STREET NE -_ - -J--------------- ` --------------------- ---------------- --------- - I I I I I_____________________ 1 I \ m" \ O\ //0p. yh'// \ I / 3 / \\ ,R \ oop L------� L------� 110 L -----J ,01I 11 L_ ----'j 1 L------� L------� L ------J I s 30 I 30 30 1 30 90.0 80.0 80.0 80.0 80.0 I 80.0 80.0 r------- 80.0 - r----- , 9- r - - - - -- ------� r------, r------� F-------7 F I1010 29 r-----�I P 2W« "23 m 3 "19 * 32.0 37.0 37.0 *82.27e aq.ft. * 37.2__j 37.0 *21 32.0 of M 37.0 37.0 *2 32.0 1380 o f of 1 of 2 of 3 �I of 4 �I q 5 I� t o 6 to of 7 �I al 8 �I - t o 9 1 f �I (14,400 s9.ft. _ I I �I 112,800 sq.ft. _ I I (12,800 aq.ft. � I I I 112,800 eq.k. _ I I I I ft 112,800 aq.. r' I I I I V% ' 112,801 sq.k. U I II I I f 112,801 aq.ft. f I I I I 112,801 sq.ft. I I I I ±,4.495 aq.k. I I I I I I I I I ra'` 1130 \ O\ //0p. yh'// \ I / 3 / \\ ,R \ oop L------� L------� 110 L -----J ,01I 11 L_ ----'j 1 L------� L------� L ------J L ------J 90.0 L------� 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 89.6 30 ',,30 os \ % �' 32.1 1.435.6 2��3� ^ aV 37.0 m1 �* B 37.0 3� oV 3].0 m1e ^* 32.0 2� 32.0 3��4°II --Dram°ge and Uh'ity yo 37.0 e%1°a2"a3�m4° ^ 32.0 OUTLOT G \ Pv , 07, \ q P 2W« "23 m 3 "19 * 32.0 37.0 37.0 *82.27e aq.ft. * 37.2__j 37.0 *21 32.0 * 32.0 M 37.0 37.0 *2 32.0 1380 32.0 * 37.0 -- 37.0 �- ml 1 y o o 1 2 \ / 1 w I 314,692 aq.ft. ±14,064 aq.ft. 11 Line parallel with the South line N ra'` 1130 \ O\ //0p. yh'// \ \ 10 / 3 / \\ ,R \ oop 1 30�mI II $89°0419"W Imp ^ \ ,611 / / *17,247 sq.ft 2"h \\ T \ Sg00 R'120. X5.7;0 \ 71.2 -J ISI% 48-1-J \ _ R6710 \ �� \ef In u�'1 �/ k XAINRM L CCUINs 23, Townsh p 121 Range 25n R B ELEMORE LANE NE 8 I EI ELEMORE LANE NE _ _ EMO 1268.0 - - 360.0 - - - - - - r �1- X.8 RE 598 \ \ G o -----_-_-_ 439.3 I I o I R:598.7 o n % 8 i i I COURT teURJ T 150_1 150.0 N -7 F 105.0 __-_- _ _ 37 80.0 800 80.0 80.0 I 30 32} _-__-1r__-_-___, 0i30r__I_ _ 0il 4 110 10I I �A airy' 327.aa3 aq.R I I I I I I I I I I I I II � I II I I I �: •� \ R'120 - b o 30 $ I I I 314,881 sq. k. I I *13,936 aq.ft. I - I ^ I I \ 00 / \\ \ Cs18 22 h21 20 0l 19 I IN,3,8„ q.ft. \I- L _--_150. 6 R 3z zoo OUTLOT F±,2,000 aq.ft. ±,z*12,000 aq.ft±12,000 sq.ft. 35 ±16,555 q.ft. \ ±91,664 aq.ft. 1 21 0 101 / - - 1 318.623 aq.ft. -1 L ------- L ------ L-____� , � / �,. �/ 2 '1 II \ \ _ I I I N \ v/ Drainage w 29 k A1' / /� \Utility Easement L____ -J L -----J / /M I ±11,709 aq•ft. LLI "' �1 Irl -L\ ��7p_3- I 35 / ±13,201 aq.ft. L- �r� I -- �,` 80.0 80.0 80.0 80.0 68.7 /---\SD-o Tt tf ✓' I I / 11 --_-�J I� // \ 'y---i78-z------7 / /r-_ - --'r1V gbh / 0-0- / �I ---\ / 7R=75.0 R<120 1 7 n / $ - - ^ / b / ±,4.911 aq.k. b�" a- oFe .� \ \ ±14,052 aq.ft. / , , _ n I �� J / 3 \�- `- ±11,709 aq.ft. �\� { / \ mss / ho ��• h y `In rn pp [E12,882 aq.ft. /-\- Zso-o16 ° l -_-\ / ✓ �� /' \ i g0 �•� \ \\ \\ / \ /`\ /�^ / --- -- � / I/ I --- �� /' \,�� roti ±1z9u aq.rt \ y \\ / \ / \ \ / - % / L ±15.52 aq.ft. // o c` \0 �.% //' yI\\ /� , 4 -- / oa�a9� b g�v� �9� OUTLOT H \ �$gos . �1O'°off°z m/' ^` \ 1 5 \ \ / / ` 27 \ �/ ,y' , ^ ±,,.7D9 aq.ft. / -I\ - - , I / w-1 0 �� \ b ±59.762 sq.ft. \\�.� 4'9 ±12,100 sq.ft. \ \ 00.6 / \ \\ ±13,034 sq.ft. % / \�S010 14 \ \ V / \ ' / \- / I 9 /ILS � 1 ±12.199 aq.ft \\ \\ / 105 / // \\\\\ /f <\\ 5 \� / ±1'3,415 sq.ft. 2T#y^/ _ 106.0 138.0 106.0 \A 69 �y \ S o.� / \ \ / ' \ \ ±11,709 aq.ft. \ / I \ / \ \ 26 \ \ \ / 00 / \ \ / I / 37.0 32.0 37.0 37.0 32.0 32.0 37.0 37.0 32.0 37.0 BS, 13 \\ s%° \i" \\ \\ ±,3.D51 sq.- \\ ��;' \\\\,S,o �w '�,S o /�I so r e16 w $ e17 x r18 \ ±,2.718 s.ft. \ \\'r\S/0? ^ry/ -1.- / \ a �" $ m o m e 9 \ /0, /" ' \ �o / '<r \\ \\ / ~� \ / I -� m1 "2�� 3� �1 . 2�. 3� _ 4 ° E1 °.2°" 3° h \ I So \10 6 10 ±,1.709 qft. ±13,016 q'kI , �* 41.2 44.125 200 37.0 32.0 370 ±11,995 sq.ft. 2 26.4 37.0 32.0 37.0 20.0 37.0 320 32.0 37.0 \\/ "110 48 < / \ v / Rsl2opa0� - EILDON 57.DRIVE NE>ep9/424 50 ±12,234 aq.ft. __i;/' Oso• O <\ 50 ±12,960 aq.ft. 23 ±12,217 aq.ft. / \ \SO $ i\ �\ 2,3 ±12.179 aq.k. �\ \\ ^�\\ SOO o \ 0 \ ±,2.070 sq.ft \\ \\/%\ \ \\ \\� I \so 1 37.0 37.0 yo' 37.1 32 6 os \ % �' 32.1 1.435.6 2��3� ^ aV 37.0 m1 �* 32.0 <2� 37.0 3� oV 3].0 m1e ^* 32.0 2� 32.0 3��4°II 37.0 or ^ll yo 37.0 e%1°a2"a3�m4° ^ 32.0 32.0 \ Pv , 07, \ q P 2W« "23 m 3 "19 * 32.0 37.0 37.0 M20 32.0 * 37.2__j 37.0 *21 32.0 * 32.0 M 37.0 37.0 *2 32.0 1380 32.0 * 37.0 -- 37.0 �- 32.0 106.0 37.0 -' 06, os \ % �' \ \ \\ \ \ \ ,,Ito ±12,679 ft. \ �\ \�-' sq. 50 \ \ Pv , 07, \ *12,081 sq.ft. \ \ // r1, / , 867.8 \ 5.5- 52.321 \\ \ / - 873.09 y 11 Line parallel with the South line N \\ \ ±121116 aq.k. \ O\ //0p. yh'// \ \ 10 / \\ ,R \ oop I e $89°0419"W theSouth, Northeast Quarter of of Quarter of the \ \ 01 \ \ / / \ �� \ef In u�'1 TNWMA R k XAINRM L CCUINs 23, Townsh p 121 Range 25n \ \_, 1 � 30 \ s ±12,105 aq.ft. \ \ �o /O"5 \�' \ 2 \ �\ / h t0 a0� PID:21J-100-1J4f0i LEGEND 312,679 aq.ft. \ O r7 O Denotes Wright County Monument, as noted 0 25 50 100 11 \ • Found Iron Monument 20 \\ / y6b// ±11,990 \ / / \ \So / + i -Denotes ±12,150 sq.ft. \ sq.ft. , \ �9 \ //A \ \ / y < \ \e / 6,� o� 0 - Denotes 5/8 inch by 14 inch (SCALE IN FEET ) \ / V A2 \ �! g / A A AV // o°�,e a_Im 1 rebor, marked with RLS 40361 389etheaaantRldgeDriyeNE, SMite 100 1 yCe p pe that this Ian, s rider Print Name: Thomas R. Balluff, LS. DRAWN By: KCM Revisions: MONTICELLO PROPERTIES a� 14 Caring' �� •environmental Blaine, MN 55449 r rep as or report was prepared by me or under my my dlrect supervision and that I am a duly �y� �J p���� Signature: ISSUE DATE: 4/5/19 1. 6/21/19 -City Comments 5. 5/6/22 Rev. lot sizes Blk 3, 4, & 5 HAVEN RI U V E McCain engineer in • surveying Phone: (763)489-7900 FdX: (763) 489-7959 Licensed Land Surveyor der the laws of the State of Minnesota .(i�tw,.w.lC may/ Date: 4/5/19 License #: 40361 FILE NO: 1644 2, 9/13/19 -Cit Comments 3.1/09/20 -City CommentsP 4.9/16/z6 -city Comments %,30r) ii$ en Lane, Suite 114 Brooklyn Park, MN, 55428 Monticello, Minnesota PRELIMINARY PLAT Ot 41 .carlsonmccain.com - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- ---- -----------' --- ------------------- -------------------------------------------------- �, 90.0 ----- ------ ------------------------------ Road Easement per Monticello 'R To- Road Map Document __ North line of the West Half of the C„r `CT 'rL Southeast Quarter of Section 23, 185TH SIR L1 Township 121, Range 25 / u� N89.06�39"E 2622,77_y ll Road Easement o Mon ice o `- Town Road Map per No. � 390488 / c 85TH SIRLGI irt�. _ _ - - -, _ �a s' No. 390488 and Utie"'t - Easement I I 802.3 I �' I I I I , 791.8 r SETH STREET NE p � r ----- 85TH STREET NE -- _ _ - � I� Lj b - 0 1 3 �1 Ila 14 w 15 - I I I 30 33 I 60 75.0 80.0 75.0 90.0 56.0 161.9 96.6 r------- 75.0 91.6 --- •�- F------ IW �a 110101 and Utie"'t - Easement I I I Iz I �' I I I UD p IO ^ \ I� Lj 1 Q I 80.0 75.0 80.0 75.0 90.0 56.0 161.9 96.6 r------- 75.0 91.6 --- - Drainage I F------ / / 110101 and Utie"'t - Easement I I I 1 I �' I I I 28 1 ^ \ I I I 1 1 1 0 1 3 �1 Ila 14 w 15 1 16 a I Ito �1 17 18 Ito {� 19 I o e 20 *19,565 sq.ft. I *13,355 aq.ft. 1` ±12,000 aq.f.1 -1 ±12,000 aq.ft. f ±12,000 aq.ft. f ±12.000 sq.n. 1 1f ±14,400 aq.k. / s 1 ±12,801 aq.ft 1 I q•1t. I I 1 I I 1 1 I I 1 1 I I 1 1 I I L 11 I Im1ol L------ I 1 1 II L-----iJ 1 1 I I L ------J 1 1 I I L ------J 1 1 I I L ------J L ------J L ------J L ------J B0.0 ------J 80.0 80.0 80.0 80.0 80.0 89.6 90.0 80.0 13 / ±za,7se sq.k. \\ \\ J `----- Q,D1 L -----J J -----J L -----J L- L-- J \ \ 21.3 48.7 75.0 75.0 75.0 75.0 75.0 90.0 90.0 d' wl 30 1 30 90.0 80.0 80.0 80.0 80.0 80.0 I - 10. 80.0 - - 91.6 --- III 29 1010 I I I 1 I E P E ° & II I I I I 1 o o0 1 2 �1 0 1 3 �1 0 1 4 �1 o 1 5 o` I 6 to of 10, 7 �1 of 1 8 -1 f 0 1 9 f ±14,495 61 = *14,400 sq.ft _ 1 1 1 *12,800 aq.ft 1 1 ±12,800 sq.ft. _ I I *12,800 sq.ft. I I ±12,800 sq.ft. �' I 1 ,i- I/ ±12,801 aq.ft. 1 I1 1` *12,801 aq.ft. I 1 1 ±12,801 aq.ft 1 I q•1t. I I 1 I I 1 1 I I 1 1 I I 1 1 I I L 11 I Im1ol L------ I 1 1 II L-----iJ 1 1 I I L ------J 1 1 I I L ------J 1 1 I I L ------J L ------J L ------J L ------J B0.0 ------J 80.0 80.0 80.0 80.0 80.0 89.6 90.0 80.0 30 I` ,30 I w Iz w nac III WryC1voo '� II W w �I W o°o -� 1130 1 30 I I I I\\ I e R ELEMORE LANE NE M I � \ v' 6O' j M . -- 439.3 6 � / /,-__-_-__ 488.7 0 __ � I __ I E z° � I ° o �% Q oo LV \\\�\\�/ 6 �ry^� -----_--- 30 30 ------------ ------------ 30 n /ps 52.5 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 05.0 50 1 32 1--�1010�---- 1 r 1 r r 3b 150 0 _ ----- ---7 F------�--- 12 ---� F----------�------------� r- --- 1 1 I n v j ±15,006 aq•ft, / 6 i/ 110 101 1 1 13L P j vq i I al 30 W I 1 a *14.881 .,.ft. ±13.936 sq.ft. L---_ 148.3_ _3.e�„ 1 1 21 19 18 w �__ -' v o a I - - -- - . _ o 25 24 23 22 20 01 :'J' ft aq.k. *13.811 aq.k. i - _ _ ,5° _o- 28 - - ° dr I am r------- I of 26 ±12,000 s9.ft. h ±1z,000 sq.ft. *t2,000 aq.ft �1 1 I --- �I vm 1 I ±17,466 a,*ft. m 27 a2 1- ±12,000 aq.ft. 1 1v' *12.000 sq.ft. ---- 1 30 S0 I *tz,aoo aq.rt. ±12,000 sq.ft. *1z,oaa aq.ft. h 1 1 o'er I:\ I r` 11 11 11 1 1 I I 1 1 I I r _- I M I 13 1`, I ±0,120 aq.n. I 11010 31 0 101 - I ^ \ _ J L ------J L------� L ------J L -----J l ry ^l / s 2 6033 _UDrainageeand 29 *11.70e1q k tility Eos ------J --- L- L o--__---- -- *13,201 q. 148.3 ----------- L -----J so.o eo.o eo.o aoo 0o aao.o 261 -80.0 j --- 7a----- 17 , r �-- -----_ Al 0 _ 7 10 \ I 9 *14,052 'k. 3 ±11.118 aq.ft. 29 *11,709 aq.ft. L---1aaz *13,842 q.ft 28 *1z,eazaq.ftmIle l°s r------------� L -----150_0---J 16 -j lI / % I I \ W 1 I ro �q \ * \12,914 sq.ft. -D 9 1 OUTLOT K *11,857 aq.t. m ±403.385 sq.ft.±11,709 / ^\/ ±11.7 09 sq.f.27 30 oo15 L- --_--- ±13,034 9.k.I 2,100 q.ft. .aq.. III � \ 30 4J z L-----iso_0-_ \\ / z o I d LI r----------,-soo---- G°d^,±012,199 q.n. 'e ��/0A•/i/ �\\\\ \\\ 5 / 4, *'1 �415 d sq.ft.f. 8 � J32 *.7os q. . *11.856 sq.ft. 'P 26 o *13.051 aq.ft. w �1 13 /1L 14.2 31 o 000 aq.ft. *12.718 sq.ft. , \ jb� / 10 25 y9'� ±11,709 sq.ft. / ±11,995 sq.ft. ±13,016 sq.ft!\\ \\ // / i \ \\ / G� \ \\ / 7 1 acti �\ 1 2 ?0 12 ±n,e5a aq.ft. ±12,578aq.fa ° 1 � m 32 0 °� \s� / 24 o.a \ w > / \ \ -----J I *12.000 sq.ft. °J q _- J` \ \ / / \ \ *12.234 aq.ft. I 1 '^ ,/ \ \ // < \ \sv \ \ / ao, 5i' \ \ *n 7aa q.ft. \ o < 11 w> \ \ 6 L - - - - - - - - - - - - 1 I 32 \ \ \ L5 23 ±12.960 q L -----4_Q \ / ^ \ \ ±12,578 sq.ft. \ / \ \ \ \ / ti/ ^ \ \ \ /' ^ \ \ o'"/ / \ / \ \So \ \ //8 6 n�// \ \ $ ±11,as2 aq.ft. mi m � /' \ \ / /� 22 \\ \\ \ /' \\ \\, �\ \ ' / \ \ iS'S o \ \ f � m , \ \ / °\ \- � ±12,179 aq.ft. \ , � , 33 _ 33 I 60 21' ow° / \\ \ �' 60� / \° \�. _+ \ \ //�, iryNy \ \s° I \ \i / \. os\��.. L - - - _ _ 148 1 I >, / \ / y°j�¢�' �9 / \ O ±12,070 aq.R I - - - - - J ±12.000 aq.ft. 5 - 1 0 \ 9 0 / '7 G o. / ro 0 --------- W 9 1 --- ±12,719 aq.ft. \ z m i �n / \ \s /, 2,081 q . . 7s q _ \ < \\ o \ 3a rysti^ \\ \�s ±1 a .k \ \ /e 0 ry , \ \� ozfi a LEGEND d 2 ----- \ 21 \ t / \ � / / -� Gt,�°% • - Denotes Found Iron Monument I LV r / \ \ \ / \ \ \ \ / � / \ I o 5^\ \ \ \ \ ;Q y \ \ /'\'` / / \ \ *12,116 s k. \ / oti 'L^ / \ % / \ o O - Denotes 5/8 inch by 14 inch oaO ro ±11,850 sq.ft. m I 31 I / \ \ / e / \ \ q \ o\ / 6 9 / \ \ 10 \�° rebar, marked with RLS 40361 nage \ / 0B/ \ \ , \ o, \/ / \ \ \ \ / \ \ P'� I _ - Dtility Ea e °ent 1 34 /' 9 \ \ / / \ \ 30 \ *12.105 sq.ft. \ \ '5 �' \ 2 J ' _ ±1 2,000 sq.ft. \ 14a.1 ----a L I q i ' tig^n \ \ \ \ eo /'.\ \ \ o\ a � ±*2,719 aq.ft. � / \ o _ age and 32 h� D ` \ \ \ \ / 11 \ \ \- / '1 j' \ ±12,679 aq.k. \ E w r- L--�, Dr Easement J ti c / \\SO // \\ \ / 5 /\\ \ \ \ \� \\\ \\ \, N vN---------� _ I o , 20 \ 1 I o .��;y/\ \ *12asoaq.ft. \ \v/ *n,asoaq.ft. \ \ //'43 < \ xe / ve, 0e/ \ \s < \ \ > \ / 3 \ / 05° o zs so 00 ary *n,a4e sq.ft. I o / \\ �/ / \ \ /' *12.679 \\ I o 35 8 °\ - I 0 ` ±12,583 aq.ft. / '� / \ \ / 9 / \ \ 1 2 \ \ / ti W I------ 148_1 J m ±11,600 sq.ft. m h �\ / v� ` \ \ / 1 / \ \ ±12,853 aq.ft. o < \ \S (SCALE IN FEET ) 3890 Pheasant Ridge Drive NE, Suite I.. Ihereby certify that this plan, specification Print Name: 1rom,,R.Balluff,L.S. DRAWN BY: KCM Revisions: MONTICELLO PROPERTIES 15 •environmental Blaine, MN 55449 or report was prepared by me or under my �y� �J 1. 6/21/19 - City Comments 5. 5/6/22 Rev. lot sizes Blk 3, 4, & 5 HAVEN RIDGE CariS • en ee n direct supervislon and that I am a duly Bi9natare: (i lC � ' ISSUE DATE: 4/5/19 2.9/13/19 - City Comments 7308 Aspen Lane, Suite 114 PRELIMINARY PLAT of �MeCain I gin 9 Phone: (763)489-7900 Licensed Land Surveyor der 3.1/09/20 -City CommentsP Monticello, Minnesota • aUNeying '"- 1763) 499-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 .carlsonmccain.com a.9/1D/zo- City Comments Brooklyn Park, MN, 55428 41 148.1 Dr ° ±12718 q.it L 679 O ro F uua 32 v /o\ I112, M \20 111,990 sq.ft.±12,150 /\ S_�-- — sq.ft. e/ 4 �el 111,848 sq.ft. t 35 _// O ' / \ ,\ ±12,679 aq.ft. P O 14 ±12.583 q.ft.8412 > - — , ±12,853 sq.ft. 17 / ——, L_--- ±12,205 sq.ft. ,/s\/ \\\/\ 140.0 \/ 2\Ah6/ti.2 679 124 q.(t m 22 \\ 13 I 411,846 sq.ft. o 0 .918 sq.ft. 5 W 200 q.f. ±,4,130 sq.ft 1 � q.ft. 9 ±12,132 q.k.3V \ \— :I --_-- L 1\�Qh' C ' ±12 win E ±12,860 q.H.2 q•H. K�u_p1 M603 II II14 Q ±11,844 sq.ft. W 37 1•/ 25 , L---1480 1n.2oa.r. oor 7 '006 J i 22 .q.. I ±12,738 q.f. 17 \ 33 ------------ -I ±20,314 q.. — t12,849s 'ft----_--___ Cf) p ±13,323 sq.ft. m\, - 17 ±12.461 q .ZO p ±11,642 sq.. 30 5L----_---_— 31 /' I�io ±13,844 sq.ft. ELEMORE WAY NE L — — 15_1 16 238.0 ±14.804 sq.ft. 9 Id ±12,45sq.ft.p39 I 148.0 tl ±10,932 sq.ft. -/// o 4 1297_ \ _drMo F -------_ , i 3�-1 —51130L_-- — ±13,968 0 q.ft. _____—__—__— '.13.6 27 --- _- "11 6 120 T b-U-__ T`I�- ,tO'> ' ,q.. Powr Easem -- ----- ±11,806 sq.ft. 9 /1010/N_7S -D 2335pe 77 andassignetl \ 3mtNo. 900p er Doc. No. 732312L 477 ,59 sq.ft. _ ±308,432 sq.ft. q.f. 1��' 69 \ e o2 / /y 1±11,327 kJ<4V1 --- 1S2 --26 I� S?J\6• \ ±12.772 q.ft.J- -I ,-oW sq.ft. --------- 1I-I /1D 1_\ I0/ ±13,653 .f. 5 i � a 6js p° Do/ �rlJ I I ±,2.434 q.ft. I 0p5` \♦ + L------2 \ 153.4 25 1-50— azz 153.4 — ----------7 ±11,919 t q.k. 3 1 zII I0I1 ^3 q.f. ±15,903 q.k.±12.467 ZooW I �7 24 < L 1� 111.674 q•ft. j 25 s - ±18.484 q.f.30 M ` 32 <.S �i�"\/\ 4 ±12,158 aq.ft. � II1 tility seld -7 2 � bp ±18.388 sq.ft. 100.0 3 0.0 - t 23 / -Da10 0ord e ±12.254 sq.ft. • otil 112.5� s100.0itY —rt coz � 0I � �\pF\ \_\ \ a ravW±11,936 —153.5 C/ 2_1 �i\ \ 245 lYm_i.n Eeme a--s_\-- • S OUTLOT 3 K .q --------- E7• a ±12.249 sq.H. ±16.013 aq.ft. ^ 4 ' q.ft. /;a \ 115.000 sq.ft. 5 of±403.385 22 0 '\\/. I, ±15.000 q.ft. �I 6 7±15,000sq.f. SNa3 g sq.f. o \y \ 6 ±17.504 q.ft±13.031 \JL1571_---- "�( ±12.245 /9` 23 J-"♦ OOO ±18,714 q.f. 977 \ ,00.o n Iw L----_ 152.2 I N I 21 h/4rIJ\�\ / IV ±,2.767 aq.. ,oN /m' / 4402 EISELE LANE N.4 L_1534 /o _24 .6 / �10 227 MtD_`i 160.7E I ±19.303 aq.ft. L 30 8.1— _— 30LEGEND I 0 25 50 100 • -Denotes Found Iron Monument \ v 2120 7 , 0 ±12,465 sq.ft. - -------- O30 SCALE IN FEET) -m - Denotes 5/8 inch by 14 inch rebar, marked with RLS 40361 ±19,772 9.tt _L_ _.OI 20 118,635 aq.ft. Is f \.� ` \/` Calr_vyr■■ •environmental S en ee n �MeCain 91O g 3890 Pheasant Ridge Drive Suite 100 Blaine, MN 55449 Phone: (763)489-7900 NE, I hereby tertlfy that this plan,specification Print Name: Thomas R. Balluff, L.S. or report was prepared by me or under my �y� �J ®���� direct supervision and thatIamaduly Signature: Y�.^�ea �aY/ DRAWN BY: KCM SSUEDATE: 4/5/19 Re n,: 1. 6/21/19 -City Comments 5. 5/6/22 Rev. lot sizes all, 3, 4, & 5 2.9/13/19-City Comments MONTICELLO PROPERTIES 7308 As en Lane, Suite 114 P HAVEN RIDGE PRELIMINARY PLAT 16 of • sUrveying FdX: (763) 489-7959 a aonmccain.com Licensedandsurve der the laws of the State of M nnesota Dale: 4/5/19 License #: 40361 FILE NO: 1644 3.1/09/20-ClryCommen 4.9/10/zD-ciryComments Brooklyn Park, MN, 55428 Monticello, Minnesota 41 -1-- -----1 0� ml 6 -✓� i - ,00.0 - JI -----I r-------- 412,245 sq.ft. !� 23 I318.714 sq.ft ,00.o-- I v I I ----------- -- 1-52-_2 1 _ _ ._ -- -- .1 -- 11_3.621 32 0 312.767 q.k. ------ \ ISEE ANEEz --93.EI 24s 53.4 160.7L-,-- -_1- _J I oE 227 319.303 sq.ft. _--__o°n 45 r- - _- ,I 312,245 sq.ft. an \ 1781 I o 30 30 O It =_ ofy 15_0Zt312465 of. ±19.772 sq.ft. 21 20 II f - --W 10.4 - ±18,635 sq.ft - -- -�'" W 1 by I Ir - I N � /±20.1141 q.fit. 312,110 waft. W14f rL-----152.319 o N F S�/o/ m ±12.541 sq.ft. O ----------1 \ \ 19 M 1 154.7 8'5 30 --1:4------�--- 9 2794.5 84.nn 0 10\/ \\\\\\ ±18.884 sq.n. //� ry^,ry / --------�• - ------- r- I 313,002 sq.ft. , -- � 94.2'inagand / \\ \ \ \ izo.� sq.ft. I J se 5 utiut Easement J 18 - ` I I 1 O 1 ' 1 15�. i'\ ,92 ° ,00. and --` _ _ _ _ _ _ - -aq.ft. a� 1 11 ±15'000aq.ft. 1 �� \ e. of°� semen ---_ 1 1 \ \ /e \\\ \ \�' h" IZ / \" _drain 91.8 - s5 1 1 \ \ 7 10 , 17 o y Ease enc ' 11 16 m\ \ 317.023 aq.ft. r \ \ 1`� B \ \ \ \ \ 312,874 aq.k. / 0� of 1 316.332 sq.ft. o 5 ,5 32 15 3 \ ` 4 �'- fi �\ 1 316,417 aq.ft. 1 1 \ \ \�° \, F, 5� / \ ±17,710 sq.n. 14h36// / 1 q. 1 1 o°sl 1 317.066 ft. �11J11 YJ 10. / ti s^P17 YY' ±18,208 sq.ft. 316,601 ft. n o,o 12 06.6 o/ ±16,188 sq.ft. ±17,159 sq.ft 4 317.328 sq.ft. o 314-1j g16 s l \\ s --J L 16 > \ 1 26.4 ----- - ,55 -� 69.4 \ \ 5 \ \ ,�es°ty� - , L---__-'' / 92.0 17.31 �i 319.523 sq.ft. // //\\ \ I E 110.6 105.0 9 r_____--�---- ��\\ \ \\ \\ ±15.477 sq.ft \\ \Jj���l�',ry°� I I I I --- LEMORE LANE NE j 1 ' I I 1, I 1 I Northwest corner of the Northwest Quarter of the 27 , / \s -tomit _-- 137.0 I ��, �� ''� I I \ 0\ \ / \ 27 I I /^� r,� o/ / --R.-- 5 121.7 _/� n', n 6 \ , 11 II \ \I \\-�-- t ; L I I South line of the Southeast I I R6225.0 / 1 , 316.885 sq.ft. \ I n �s \ 90 \ / / - / / 15 / / _ 95.4 r - - - � 89.a i �, 15 15 I \ \ 1171 8 0l I 315,403 �I \ \ \/ � // // ±17,257 sq.ft. / , - - _ I I I I 41.6 1 f _�-47.9 I , -' , 1 r \ \ I A oI I .7 sq.k. 314,285 sq.ft. "'I I \ 1 > \ / I / `1711 ±14.451 sq.ft. r \ 61O oLO= 317906 sq.f. .1 ±,5.290 sq.ft. seay11 -eo a E 13 g3 -------41.48903 12J 4.4±15.257 0 q.k. ±16,926 q.ft. 316.113 q.ft. < 3.4 1 y ----J L Drainage o 95.4 I_t1 Utilit=Easend I a m I 278.5 _ -eat __ 120.5 _ I -' '1 L � "'.5 �� m m 67 1 J� i, ,, a 1 I I I I --- I I I I I 1 ' I I I I ; I Northwest corner of the Northwest Quarter of the 1 -_I Northeast Quarter of Section I 26, Township 121, Range 25 I I /^� r,� n nl �� r 2 5 I n I I t ; L I I South line of the Southeast I I i I I I Quarter of the Southeast __ I ; � I � 1 I / Township 1 121, Range 25 I � I 3890 Pheasant Ridge Drive NE South line of the West Half of the Southeast Quarter of --Section 23, Township 121, Range 25 OUTLOT L ±1,126,44 sq.ft. / Suite 100 1 hereby certify that this plan, specification Print Name: Thomas R. Balluff, LS. �DRAWNBY: KCM Revisions: ��w_((�w-��.MM■■• •environmental Blaine, MN 55449 or report was prepared by me or under my®���� 1. 6/21/19 - City Comments 5. 5/6/22 Rev. lot sizes all, 3, 4, & 5 •engineering Phone: (763) 489-7900 dhect supervision and that I am a duly Signature: .(f�t...w.lC vim/ ISSUE DATE: 4/5/19 2. 9/13/19 - City Comments McCain I survey in Licensed Land Surveyor under 3.1/09/20 - City Comments Y 9 w (763) 409-7959 the laws of the State of Minnesota Dale: 4/5/19 License #: 40361 FILE NO: 1644 4. 9/10/20 - City Comments carlso t t -LEGEND- Denotes LEGEND-Denotes Wright County Monument, as noted •- Denotes Found Iron Monument o - Denotes 5/8 inch by 14 inch rebor, marked with RLS 40361 MONTICELLO PROPERTIES 7308 Aspen Lane, Suite 114 Brooklyn Park, MN, 55428 N i f /^� r,� n nl �� r 2 5 n Iv ,� t_ L I South line of the Southeast / Quarter of the Southeast __ � Quarter oSection 23, 1 Township 1 121, Range 25 I >u< / i N i 0 25 50 100 ( SCALE IN FEET) HAVEN RIDGE Monticello, Minnesota ID 17 PRELIMINARY PLAT of 1/411 I I I I I I I I I � t z ' 1 1 I 51 4.53 JANE CWCORNEIJUS PID:213-100-261201 I 3 I r tory I o r I r OaN 66 I of a I thetNlorineast Q—tre ralmef-- h Northeast Quarter of Section 26. Township 121, Range 25 +iu 33 I I I I I `' I I OUTLOT L South line of the North Half of I south line of he southeast 17 it j- of the I I 'u` 'u` 'u` South line the West Half 'u` ,w� ±1126,144 s .ft 't` 'n` 'u` 'u` 'w` 'w` g "` '0i' J` / the Nor er of euartter of the _ Quart of SectS..th.as >w Quwns rip I Northwest corner _Northwest Quarter of the 1 of of the Southeast Quarter of --Section ' r 1 an9e5 To 21 R J. -- -- �' Northeast Quarter of Section i 126, Township 121, Range 25 I i 23, Township 121, � Ran 25 9e —__—__—__— yC—__—__—__—__ _____-___ � __ -- _- - , I — I I — — se9*01'5355'W Midpoint on the West line of I I the Northwest Quarter of the33 I rNortheast Quarter of Section �\ , 26, Township 121, Range 25 \ East line of the Northwest Quarter— I of the Northeast Quarter of Section ' , �V 1� [) A h 1 /\ r- /� r 26, Township 121, Range 25 L yl I I.D I I N I i I 'F! N II LEGEND I \ Saatheast gamer of the Northwest \ • I W (n I N OO - Denotes Wright County Monument, as noted Qection—ter of 26, the TownshipeQ.crte121, Ranger 2f I I I I i \ • - Denotes Found Iron Monument 0 25 50 100 33 1 ( JJ I I O - Denotes 5/8 inch by 14 Inch I -bar, marked with RLS 40361 ( SCALE IN FEET) ( , 3890 Pheasant Ridge Drive Suite9100 NE, yce certify p specification I hereb rtI that this Ian, s Flcation Print Name: Thomas R. Balluff, L.S.LS. DRAWN BY: KCM Revisions: ONTICELLO PROPERTIES i O 8 Carlr_vyr■■ S • environmental Blaine, MN 55449 or report was prepared by me or under my dlretsupe islonandthatla /�j �J p-/' 1. 6/21/19 :City Comments 5. 5/6/22 Rev. lot sizes all 3, 4, & 5 HAVEN RIDGE 1 en nee I gin 9 Phone: (763)489-7900 aduly Licensed LandSurve der Signature: YwlC �y� ISSUE DATE: 4/5/19 /13/19 City Comments 7308 As en Lane, Suite 114 P PRELIMINARY PLAT of McCain • sUNeying FaX: (763) 489-7959 the laws of the State of Minnesota Date: 4/5/19 License #: 40361 FILE NO: 1644 3.1/09/20-ClryCommen 4.9/10/20- City commants Brooklyn Park, MN, 55428 I w 41 ariaonm�aain.aom I i "v � \ T /1 IA/ h 1 / 1 1 �) 4 e) 4 I f 1 I r I L y (rJ I `_ ^taD I ll/est line of the Northwest @Quarter oft Northeast he. wl. .w. ,w. ,u. wl. w� r rn C) r I I of Sec Hon 26, iQ wnship 121, Range 25 .-ship O N O I 13Ag.6 W p6• z ' 1 1 I 51 4.53 JANE CWCORNEIJUS PID:213-100-261201 1 3 I r I I thetNlorineast Q—tre ralmef-- h Northeast Quarter of Section 26. Township 121, Range 25 +iu 33 I I I I I I South line of the North Half of the Nor er of euartter I I nn tQ Northeas26, Section T.— REMOVE PAVEMENT & CURB & GUTTER AS NEEDED TO INSTALL WM EX. 6' WM REMOVE STREET J1 REMOVE STORM SEWER I I I I I � SEE RIGHT ���. � \°'°�•��\ SEE LEFT FENCECT EXISTING \ \ I REMOVE STREET u �+ �` \ --Z -ell . \\ G \ X I STORM SEWER I \ \ CROSSING REMOVEI IXISIING %4 \ I FENCE n\ II \ \ REMOVE EXISTING l i \ w, "° \\ a. \ °'• I , \ "+ GRAVEL DRIVEWAY I \ \ I \ \\ J \ I r� I REMOVE EXISTING FENCE z ( _ I REMOVE EXISTING I I \ FENCE I / --j REMOVE EXISTING FENCE tk \ 1\ I REMOVE IXISTING—'�I � f - FENCE PROTECT EXISTING FENCE R N XI FE "Min EXISTING .I REMOVALS PLAN LEGEND EXISTING REMOVALS I\ PROPERTY LINE „ BITUMINOUS lI GRAVEL --------------- /CONCRETE REMOVAL 0 i BITUMINOUS REMOVAL I� BITUMINOUS REMOVAL SAWCUT-------- RETAINING WALL REMOVAL - - FENCE REMOVAL - - / HYDRANT YP GATE VALVE W W LIGHT POLE Y.ox A ELECTRIC BOX ❑ SIGN TREE '{ SEE TREE PRESERVATION PLAN TREELINE rYYY1 FOR REMOVALS N 0 50 100 200 IN FEET ) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDOt Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDot Name 8605 S) ELEVATION = 966.55 FT. aam rooge .n- Revlamns: 7.5/6/22 Re . - for Blk 3, 1 u s D E N A LI INVESTMENTS i 9 (� Carlson l on n SURE , M 1 hereby certifynthat this plan, specification Print Name: Brian ]. Krysto a Drawn KRO 1.9/13/19 Per City Comments 1 Ental Blaine, MN 55449 or report was preparedly me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I • Sugineerm I Phone: (763) I tlirectsupervisionandthatIamaduly Signature: e IDesignetl: eJK I3.7/22/20PerCltyComments I 1313 Hil wind Road I I REMOVALS PLAN of I McCain I' rveying Fax: 763 489-7959 Licensed Professional Engineer under 4.9/10/20 PerCltyComments Monticello, Minnesota ( a ) the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 grading Fridley, MN 55432 / 41 i I SEE SHEET 19 r--- o — -- 85T4 STREET NE - —� _—— =.—a.—a.—oe ----------------- — — --- — — � 4 85TH STREET NE—�—�� ' * / a I II REMOVALOF 5STREEWT ORDIA1TH --------rtEOCONy' / \ m I y„ ROUNDABOUT CONSTRUCTION I REMOVE I Q FENCE EXISTING REMOVAL OF 85TH STREET NE TO BE COORDINATED WITH I I J r ROUNDABOUT CONSTRUCTION I` REMOVE EXISTING I li � I E STRUCTUR}1" I m III r I „ — I ` REMOVE REMOVE EXISTING SEPTIC SYSTEM ip I I i\ I I I I I II REMOVE EXISTING STRUCTURE I * * • �. e II I t I I o/ �p - J ; II V I CONO VE ETEXISTING I III III I ✓1 WcREMOVE EXISTING I I III I Y 1 I II RETAINING WALL REMOVE EXISTING 1 MAILBOX REMOVE EXISTING GRAVEL DRIVEWAY SEAL &CAP`'1 �.� SEE INSET A I I EXISTING WELL REMOVE ALL FENCING 5 I I AROUND EXISTING FAMRSTEAD OF 1111111 AVENUE COORDINATE WITH SMALL I o I \V__L'•\•',� \ r NEMTO DE COORDINATED N11H 5I UTILITIES ON REMOVAL OF _,„, i ROUNDABOUT CONSTRUCTION OVERHEAD ELECTRIC LINE f F I I I i�e�•• I I i I II . I I� I Ili I REMOVE EXISTING ' '/ REMOVE EXISTING I CONCRETE& II •' • , . ` + STRUCTURE ' I I I ;1• _ I II I REMOVE c II I- I •':' . � RETAININGG WALLWALL I I ` - — _ _ _ _ _ _ — _ _ — II I/ / - ------ I---------- ------------------------- I I° I I. / GRAVEL DRIVEWAY I 1 I I \ I I REMOVALS PLAN LEGEND REMOVE EXISTING i EXISTING REMOVALS PROPERTY LINE BITUMINOUS \ --------------- \ I REMOVAL OF EGRAVES AVENUE y�V.S 1 CONCRETE REMOVAL 0 0 NE TO BE COORDINATED NTH / III ROUNDABOUT CONSTRUCTION I `\ , II BITUMINOUS REMOVAL \ 0 /t� BI LUMINOUS REMOVAL - — — — — — — - COORDINATE REMOVAL/RELOCATION 3 I SAWCUT c - I II OF EXISTING OVERHEAD ELECTRIC \ � WITH CONSTRUCTION OF REALIGNED REMOVE EXISTING FENCE ��_ /�/ / I RETAINING WALL REMOVAL - - FALLON/EISELE AVENUE. `s I 1-\, ��, `\ / I _ _ FENCE REMOVAL HYDRANT C5 / W j GATE VALVE W i N I LIGHT POLE Y® ELECTRIC BOX ❑ 0 50 1100 200 1 4 N REMOVE EXISTING W I� SIGN SEE TREELINE �YYY1 FOR REMOVALS 5 I I STRUCTURE I TREE PRESERVATONE PLAN IN, FEET ) _i I Ii BENC fl MARKS 1. MI.=? Deportment of Tmnaportofion II Geodetic GSID Styt No. 93813 (MnDot 5 ,IYtL *—*—*— �.— „— —„— ,—._I*�*— - �•�1 Noma Golf). ion ELEVATION = 9741I.53 FT. 0 25 50 100 I� 2. Minnesota Depar{ment of Transportation PROTECT EXISTING I Geodetic GSID St�laation No. 93803 (MnDot FENCE I I II Nama 8605 S) ( INSET A IN FEET) J §.� ELEVATION = 96 .55 FT. fi I I � I 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for all, 3, 4 & 5 D E N A LI INVESTMENTS 20 T)Carisqn onm SR100 1herebyrens y that this plan, specification Print Name: Brian ]. Krysto a Drawn KRO t.9/13/19 Per City .—m ssu Ental Blaine, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I :engineering phone: (763)489-7900 tlirectsupervisionandthatIamaduly Signature: e Designed: eJK 3.7/22/20 Per City Commen. 1313 Hillwind Road REMOVALS PLAN Of McCain eying Fax: (763)489-7959 thelawsofte Stat ofEngi esota Date: 4/5/19 License#: 25063 Date: 4/5/19 5.3%08/ 1Par2ndadd.&Ph.2grading Fridley, MN 55432 Comments Monticello, Minnesota41 w_.'sonmccam com the laws of the State of Minnesota 6. 5/25/21 Per 2nd add. Ci Comments Y i I I 'li I 1° REALIGNMENT OF \ I 85TH STREET (BY OTHERS) i z I Y\ _ v mS Z REMOVE & REPLACE EX. PAVEMENT & CURB & '�, I w 1 `� •ti GUTTER AS NEEDED TO II ± \)�♦\ I INSTALL Mi REMOVE EX. 6" WM REPLACE W/8". /! ; - ` a i /i �\ ✓I'� CORE DRILL &CONNECT - CONNECT TO EX. WTq TO EX. MH. REFORM iI' I INVERT AS REOUIRED. t I I - I 960.70 '•` 4-W/ \ INV. 937.14- / 3 \`\ 4 ` `yVVj1XX\\a F------- REMovE� EX RE= 95911 REPLACE"^"'-" �)\ ^ �• I T V INV. 935.05-5,* a STREET INV. 935.20-E EX.INV. 935.05 f1 REMOVE I i 6=6=:=6F°ky°':T.�- W'r REPLACE I1 rG YP.) \�' •\ `\ I j a C°t°ill I& 6M1',i STORM SEWER jll ,a \qk' ♦\ I \` G^e:�p111101. _ FUTURE 16"x8" \? �F ''i.\2g/ 6 ) \• `\ p} I i '-\"6gwJ[ " °`%*„`'' CROSSS� 'Ef\ �o NPi / 96305 I j °%k._-`°j\\�INV. 938.43 \ ,� FILTRASBASN \�°b,J� \<4f J i< INV 938.53 E 7 UTLET T I I\� �x rr°� y�� SAWCUT, MILL & MATCH I 1 I io q \\\\ \ \\ xlTLET Pd D I l ,F S'x \� EX. BITUMINOUS +� 2 -' BITUMINOUS e by sHouLDER R ; m STRUCTURE \,\ RII POTAN , <5OUTLOT C 9 ' SE-\'\l �NNVV-. 994400..10 3 SEW `� `a1 NO -,- \'�\ \ \\• a\ a \ a i �l -T _ SEE RIGHT �12 v 2 3 I. 4 5 6 •_ �•�,� _ A wti �; 7 V �`, A `� ������ I v w =,' `2POND 60 ,> CT T4Y 2.80 CON Exlsn- 8 E7T-rsf 3 - 1_ 4` _ _ A\•••. \V A•a•� A _ >\ \ _�-=-a-w�+� -_--_ • P Vic' +l I �. �` Oj �•� _ ` 9 a-\, K 3�' ,o' `\� '`'-. it "�\''.'�`� `\ ♦ I I J i' 16(P1L2 c floss I -_a+rsclearxuei 'INv. 9sosq- 26 I,�il R`- 1 y,� -\`z' �`JO �; �••\ .�\ ! II & 12"_ I�REMO I& REPL r�E -� - -I - \' C \INV. 955Y ,sNW Z\,� _ _ 'I' PAVEM NT ASN DED ' ' '� • jJ I TO IN �.LL WAT MAIN �\ INV. 944$�\ <g6 968.67 \ •,\`r I p I ; i , r ` • ��''� _ \' �., NV. 141,11 NW ,:ate,,\ v. 41.73-s •\ •\{�L I N SAWCUT, MILL 3, •\` """`°^°°,:,.e `> \ \ I & MATCH EX. I0o�wh' 1 IIIIII II I II IIIII I ' \� ' 25 311 us 6 \'\ �. \I` ''•a°e ::°°'°*\::?;,✓::,�3u✓�"'.','���\\� TS 1F`r\ \. `�;`, a 12 4' BITUMINOU"I'----JI V9NV 994 :� SHOULDER H � �\ .\\♦\\� a \ a\ 1 24 II/� _'`_ I j'��\ `h, \\`�, �.;�11 ,�• �"�c ,- pr� ,`';ti ` `�\,�"`, � 13 \ '� I \ �♦ ss , gg 23 •\ - ,\ ' m!1 I •� `\�� 1 B 9s1i \ 973.75 ;.52 _I •�. 10/ >> \\ 22 1 9a.6 -------------------- -.�-.�. .1\` 6d .. 15 \� I "4 4, 11r;�,�` ��y .� g�`t,�q,a4s E INvdACI<jeo E 0-16" STEEL cnsirvc'\ \\ \\\N\ \ tl 1 21 \ t\ \\iF- E=36290\` \ems \��� \`gym ~ SOLE14 PNCAWATERMAN\\♦\ I II 1 G^� INV. 946.12-� ; meq\ OUTLOT D = r 's" OUTLOT B �'��;, \�� �.� I I j � I ��12 \ ee, \\� r. • `\\�`;, bUT< I •\ \ I II -I T TEMPORARr L3IT. \ \•�\ ' 18 J 19 120 _ II 6j'I I •`• \ , LEFT G. 948.92- ) ' 1 I _ \ \\ 147.72- ,\ CONNECTION ' \ 1 I V. 949.02- RI Ii N INV �II a7.8z-H I I� y ? �, ' __------------ -- --- - - � 96 / \ `� v <IN V. 948.4 f•IW � `_- SroRU sc a L I _._ 94_6_.8_8- \ I �`� �� a ��� � It \ ,\ I •` N 49. �\ I �� 15 i i 16� -_� -___ rem_ ql -U __ �'•^. , \ '1. 1 j < IA R/w 1 19 2U Pi 18 it Ira. aB-B' a i/ \\\ II 1 �I i II I 10 WETLAND I) / \ \\ III I N �- BENCHMARKS "I \\\ \ WERAND #5 \ ( INV. 949.84-N \ NV. 949.94 -SE 1� \ 60 1 \ \ \ WETLAND #5, �/ I 1. Minnesota Department of Transportation R/p" I \ Geodetic GSID Station No. 93813 (MnDot n r ii I Name Golf). 3A OUTLOT D , / ' - \ I T--- � ELEVAnON = 974.53 FT. 7 N 4 50.54-Nrl/'I 1 II 0 50 100 200 2. Minnesota Department of Transportation \ RE 1.22 \ \ \ Geodetic GSID Station No. 93803 (MnDot NV 94 . 7 -SE \ \ Name 8505 S) . d``) V \^• ' 948.1 \\ \ !\\ 12 ------ / (IN FEET) ELEVATION = 966.55 FT. /! % 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for BIk 3, 4 & 5 D E N A LI INVESTMENTS T)Carislign viron SUR1001herebyrens y that this plan, specification Print Name: Brian ]. Krysto a Drawn KRO 1.9/13/19 Per City Com ent s 2 1 mental Bine,MN55449 orreportwaspreparedbymeorundermy 2.1/9/20PerCityComments HAVEN RIDGE PRELIMINARY SITE & engineering phone: (763)489-7900 direct supervision and that l am a duly Signature: e Designetl: eJK 3.7/22/20 Per City Comments 1313 Hilwind Road Of McCain ('surveying Fax: (763)489-7959 Licensed Professional Engineer under 3.9/29/20 ParCltyComments Y Monticello, Minnesota UTILITY PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridle , MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. Ci Comments �9 'J 10 fig; k I OUTLOT D a, ORE DRILL AND CONNECT TO EXISTING I" REMOVE & REPLACE �jli SAN SWR MH. REFORM INVERT. TEMPORARY SIT. PAVEMENT AS NEEDED +_ CONNECTION 'I \�=\ I INV. 949. TO INSTALL WATERMAIN w �T EX. RE= 963.8 REMOVE EX. B" PLUG _-'INNV 948.2 -S I \, SAWCUT, MILL &MATCH AND SANITARY SEWER. _ STREET 4' BITUMINOUS INV. 954.48 s EX. BITUMINOUS SHOULDER 8" PLUG + ! 1 r s -_ r •� ________ ____-_____________________---__________________-_____ ..>, { 85TH STREET NE _____-________-______________ _. -_______________--__________--_____________--______________________---_________ -,-,-,- ____ ______ ___________________ _____ e \___-__________ T = _ y�\ _-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.- 6 --2 3 --,III---4--, OUTLET CONTROL OUTLOT G STRUCTURE -- 5 -�--6--,fI�---- eli. 8 II------i�r-----mil 9 --------, so' f-----, ----- I _ _ j E= 1 I RE- ---T I 20 WI R W 341 + 14 ', 15 16 P P o/ 117 52.98 18 19 IN INNj +451.41 -S,Wi +� R' 1, a 27 - - 25 , 24 23 22 21 20 19 r IN , 51.85-W / INV.1, 51.95-E I30• 13 ---- --- --- fRorvil ---- 1lanck urv[ ----- oil 1h -29311 - (TYP. 11 IM 1 VIII --2 3 --,III---4--, OUTLET CONTROL OUTLOT G STRUCTURE -- 5 -�--6--,fI�---- 7 8 II------i�r-----mil 9 --------, ------ f-----, ----- I _ _ j E= 1 I RE- 964.10 Q «i J 9511.31 E 49.87-S,W 0 P P o/ INV, 52.98 IN 1-E 7. IN INNj +451.41 -S,Wi j al a 27 - - 25 , 24 23 22 21 20 19 r _ I \ OUTLET CONTROL OUTLOT G STRUCTURE ------=. suewux __, r------ ----- Y.4 --------, ------ f-----, ----- r�EmoR� �9NE1>IE _ _ j E= 1 I 131 INVI 1953.56 N �NJ� 49.87-S,W 0 P P o/ _\^s4 I WETLAND IN 1-E 7. ,n �SuF g" � . , .. , . a � • '� ,, ��� '� � � d�� III j ����,»� •• _ OUTLOT D a 1 130 __ I II, li �" d' I` I \ TRUNK WATERMAIN AND �\ RE 1.22 CITY. 1 ";\• \ INV. 7 -SW \ \ / j-� E LOPER'7DZo kDN TE ^ �E✓ OUTLOT F ,� r 1 i ALONG NEW ROAD R W 5 \i- � � yNY. 952.09-,4 ____ \ J e ''17 / '� -' - - 3 I. 110 I I I 29 ..."• ,' / -__ � .� ' s INv. 947.zz-E 1 I t 1 9 - a, ,°�• 15 • r R� INv. SO.�ra sw�- 949 ` 1 r OUTLOT K mv. 141.371s i1 ,:� ' �> 6 % 10 I 1 ,�� - ' 34' �- INY_949.4Z�N?v .R• 2 / `\JOE %/ +; 1B -B Ir_ ________i ea POND / ���d'< P^7` INV/ EL OND N <-. \\ II�.Y. 8. J / \;kp(x POND \ I � ` 1 32 25 RE 1 ---�1 i , 962 __ ______-� " •a 1, <\ / `CNV. 1938.99- ,939.09- �� t 11 ^�\�.• I I /' / 24> EI 6 4 ry 20 *bo- 6 >♦� I �-- OUTLET CONTROL TUBEw ® I is 33 ei %10 xt �� 9sos4 s14�� 23 > g iy•>�' \./ `X,e. / - ..�\\ mry -kn, - � Q iI I , II 34 z 0 C 1 a ;• dT�. ``� v >^, SEWER THROUGH TRUNK CONSTRUCT SANITARY --____ ;w -_-J 1 a8 et•° E2// 21 / \`INV. 939.84- 'rN LIFT STATION WITH SEWER MANHOLE I j SEWER THROUGH TRUNK ---------------------------_ -- i c / / r-______ ��J _ • i \ / s \/� , q V. 939.94 -SW ✓ 6 ALVE MANHOLE. S! -T\` ' % \ N p, V I SEWER MANHOLE � ___ '1 ; INV. 948.0 al e �// \ / \> �i P' f 8'• PLUG (INVERT TI EI o'' / � • I DETERMINED WITH FINAL DESIGN) j 1 0l 3 °i/8 � / •�`, \iv � 12 / 2,•' Ie, I 1� 1 INV 94797-�6 / Q Vhf B• I iiI TEMPORARY BIT. L______ I_J / > RE= 9fi3.6T�`, ,i i, ,\ 3 \ &v I' Ur1 L /V. 949.24- 5 (i' V. 949.34 -NE >J / , 3 � �� ��r I 2 '/ F a R i; CONNECTION I 1 19; �� ..Fe SEE SHEET 24 I I , i , I 11 � . ----�-` -------- JI /r v9as.1s18\ ` - 1 _-_-J_Jr�\/ RE= 9 `509 i INV. 941. NE-' T4�.r'' iI 1 ••••e INV. 947.655- I , N 6 RE= 1y �POND ss INV. 944.5 INv. 94as5- // ' < OUTLOT J I '� 2P vpE s[rencK uHE INV. 946.74- e i, E= 959 7 / i 4NV. 941.84-514 > opo D,^ I 16" PLUG ; J r WAY_NE INV. 946.84- EL v� µ�,}T I INV. 946.84-W B? 4a 11 5 \�� N 944 3 W RE= 958.70 /y / Y ::6f;: e?sr.. j • I' j 1 3-f s- rvsn� ____ F INV. 943.80aE\rJ �' I \\g e. r> e• I I t •„ r l I N m mu ; ` INV. 9a3.9o. N`�' let RE= 963.80, 'e; \ [3- _ / G RE= 961.92 `� 6e i li 1 I _4INNV. _9944466,.4.348 --$ME - - - INV. 942.44 -N -E UTLET CONTROL NV. 46.48- - Yw9424- _RUCfiH- -__ - _ ---------------J ----------------- � U- _. y' y27 20R ._>_>"'c °v �,r /INV. 943.00-N'> /< --__�. 1 n^,.ro. 3' I I j (TYP.) I § _ r/^A `� i / INV. 943.10-5 ' 8" PLUG I ro, ( i�E= 85900-- _ \\ > T �^/F� INV. 943.10- �• 1 f j i 947.7L_I_j r>P.' 1 IN V. 945.59 -NE% • ' ty r -20"R 4 ------- I wV. 946.69-w; • y;�� l �rt� --- /A i i I i1 I I AROPOSED TURN � I' L j • i V8 `, 3 $ r r ' wl � �� / - `, u I ' LANE/BYPASS LANE I _ I e z ' v I ,ri ii 26 < I i 1 J Vie, �` '` r 2 21 (IN WETLAND x7 FE I ET) i 125 -----; � ��--------� • `fwd+ `I I/ li I ! I 'r -I-_______, &$�� o �••_RE= 96350 \ I BNCILJ MARKS INV94 45-N NV.. 945 5. I55-5 \ t 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot i ' 1 6p• `-} e \ INV. 9 -N\ I I 1 I 124 3 a °iee !� '1 ' 1 I \ 43' \ / \ I I Name Golf). 1-h____ ' �` - INV. .95 -SE � I'., � 1 � j I ',25 \ ` _-�- � IELEVA2. Minnesota Department 97.53 T. Trans t t _j a 4' vii LH i �\ t RIA C R -2 > \ `--_ / I i I I Geodetic GSIDstation No. 93803o(MnDot l_7 a Name 8605 8 I I I ' I � 123 _ _ 6 i �weR NW � , � I � ) .5NVSE I � ELEVATION 966.55 FT ----- s ,a SEE SHEET 23 \\24 4 6s Nw Nv, '47.4s- �# '\\ \. ' V. 9RE- 962.941 1 b INV a7 3890 Pheasant Ridge Drive NE, a Be 7. 5/6/22 Rev. lots for BIk 3, 4 & 5 D E N A LI INVESTMENTS AcCainarlson viron SURE 100 1 hereby "n' y that this plan, specification Print Name: Brian 1. K ysto a Drawn KRO 1.9/13/19 Per City Comments 2Z men al glaine,MN55449 or report Was prepared by me or under my 21920PerCity CommentsHAVEN RIDGE PRELIMINARY SITE & engineering phone: (763)489-7900 direct supervision and that l am a du lySignature:Designetl: eJK 3.]/22/20 Per Clty Comments 1313 Hillwind Road Of ('surveying Fax: (763)489-7959 LicensedProfes5ionalEngineerunder 4.9/10/20 PerClryCommen Y Monticello, Minnesota UTILITY PLAN 41 the laws of the state of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments �...------ ------=. suewux __, r------ ----- Y.4 --------, ------ f-----, ----- r�EmoR� �9NE1>IE _ _ j E= 1 I 131 INVI 1953.56 N / i INV. 951.16r my 95.26 W /% 28 a 27 L 26 25 , 24 23 22 21 20 19 18 OUTLOT D a 1 130 __ I II, li �" d' I` I \ TRUNK WATERMAIN AND �\ RE 1.22 CITY. 1 ";\• \ INV. 7 -SW \ \ / j-� E LOPER'7DZo kDN TE ^ �E✓ OUTLOT F ,� r 1 i ALONG NEW ROAD R W 5 \i- � � yNY. 952.09-,4 ____ \ J e ''17 / '� -' - - 3 I. 110 I I I 29 ..."• ,' / -__ � .� ' s INv. 947.zz-E 1 I t 1 9 - a, ,°�• 15 • r R� INv. SO.�ra sw�- 949 ` 1 r OUTLOT K mv. 141.371s i1 ,:� ' �> 6 % 10 I 1 ,�� - ' 34' �- INY_949.4Z�N?v .R• 2 / `\JOE %/ +; 1B -B Ir_ ________i ea POND / ���d'< P^7` INV/ EL OND N <-. \\ II�.Y. 8. J / \;kp(x POND \ I � ` 1 32 25 RE 1 ---�1 i , 962 __ ______-� " •a 1, <\ / `CNV. 1938.99- ,939.09- �� t 11 ^�\�.• I I /' / 24> EI 6 4 ry 20 *bo- 6 >♦� I �-- OUTLET CONTROL TUBEw ® I is 33 ei %10 xt �� 9sos4 s14�� 23 > g iy•>�' \./ `X,e. / - ..�\\ mry -kn, - � Q iI I , II 34 z 0 C 1 a ;• dT�. ``� v >^, SEWER THROUGH TRUNK CONSTRUCT SANITARY --____ ;w -_-J 1 a8 et•° E2// 21 / \`INV. 939.84- 'rN LIFT STATION WITH SEWER MANHOLE I j SEWER THROUGH TRUNK ---------------------------_ -- i c / / r-______ ��J _ • i \ / s \/� , q V. 939.94 -SW ✓ 6 ALVE MANHOLE. S! -T\` ' % \ N p, V I SEWER MANHOLE � ___ '1 ; INV. 948.0 al e �// \ / \> �i P' f 8'• PLUG (INVERT TI EI o'' / � • I DETERMINED WITH FINAL DESIGN) j 1 0l 3 °i/8 � / •�`, \iv � 12 / 2,•' Ie, I 1� 1 INV 94797-�6 / Q Vhf B• I iiI TEMPORARY BIT. L______ I_J / > RE= 9fi3.6T�`, ,i i, ,\ 3 \ &v I' Ur1 L /V. 949.24- 5 (i' V. 949.34 -NE >J / , 3 � �� ��r I 2 '/ F a R i; CONNECTION I 1 19; �� ..Fe SEE SHEET 24 I I , i , I 11 � . ----�-` -------- JI /r v9as.1s18\ ` - 1 _-_-J_Jr�\/ RE= 9 `509 i INV. 941. NE-' T4�.r'' iI 1 ••••e INV. 947.655- I , N 6 RE= 1y �POND ss INV. 944.5 INv. 94as5- // ' < OUTLOT J I '� 2P vpE s[rencK uHE INV. 946.74- e i, E= 959 7 / i 4NV. 941.84-514 > opo D,^ I 16" PLUG ; J r WAY_NE INV. 946.84- EL v� µ�,}T I INV. 946.84-W B? 4a 11 5 \�� N 944 3 W RE= 958.70 /y / Y ::6f;: e?sr.. j • I' j 1 3-f s- rvsn� ____ F INV. 943.80aE\rJ �' I \\g e. r> e• I I t •„ r l I N m mu ; ` INV. 9a3.9o. N`�' let RE= 963.80, 'e; \ [3- _ / G RE= 961.92 `� 6e i li 1 I _4INNV. _9944466,.4.348 --$ME - - - INV. 942.44 -N -E UTLET CONTROL NV. 46.48- - Yw9424- _RUCfiH- -__ - _ ---------------J ----------------- � U- _. y' y27 20R ._>_>"'c °v �,r /INV. 943.00-N'> /< --__�. 1 n^,.ro. 3' I I j (TYP.) I § _ r/^A `� i / INV. 943.10-5 ' 8" PLUG I ro, ( i�E= 85900-- _ \\ > T �^/F� INV. 943.10- �• 1 f j i 947.7L_I_j r>P.' 1 IN V. 945.59 -NE% • ' ty r -20"R 4 ------- I wV. 946.69-w; • y;�� l �rt� --- /A i i I i1 I I AROPOSED TURN � I' L j • i V8 `, 3 $ r r ' wl � �� / - `, u I ' LANE/BYPASS LANE I _ I e z ' v I ,ri ii 26 < I i 1 J Vie, �` '` r 2 21 (IN WETLAND x7 FE I ET) i 125 -----; � ��--------� • `fwd+ `I I/ li I ! I 'r -I-_______, &$�� o �••_RE= 96350 \ I BNCILJ MARKS INV94 45-N NV.. 945 5. I55-5 \ t 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot i ' 1 6p• `-} e \ INV. 9 -N\ I I 1 I 124 3 a °iee !� '1 ' 1 I \ 43' \ / \ I I Name Golf). 1-h____ ' �` - INV. .95 -SE � I'., � 1 � j I ',25 \ ` _-�- � IELEVA2. Minnesota Department 97.53 T. Trans t t _j a 4' vii LH i �\ t RIA C R -2 > \ `--_ / I i I I Geodetic GSIDstation No. 93803o(MnDot l_7 a Name 8605 8 I I I ' I � 123 _ _ 6 i �weR NW � , � I � ) .5NVSE I � ELEVATION 966.55 FT ----- s ,a SEE SHEET 23 \\24 4 6s Nw Nv, '47.4s- �# '\\ \. ' V. 9RE- 962.941 1 b INV a7 3890 Pheasant Ridge Drive NE, a Be 7. 5/6/22 Rev. lots for BIk 3, 4 & 5 D E N A LI INVESTMENTS AcCainarlson viron SURE 100 1 hereby "n' y that this plan, specification Print Name: Brian 1. K ysto a Drawn KRO 1.9/13/19 Per City Comments 2Z men al glaine,MN55449 or report Was prepared by me or under my 21920PerCity CommentsHAVEN RIDGE PRELIMINARY SITE & engineering phone: (763)489-7900 direct supervision and that l am a du lySignature:Designetl: eJK 3.]/22/20 Per Clty Comments 1313 Hillwind Road Of ('surveying Fax: (763)489-7959 LicensedProfes5ionalEngineerunder 4.9/10/20 PerClryCommen Y Monticello, Minnesota UTILITY PLAN 41 the laws of the state of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments 16" PLUG `^•°° � �. INV. 949.88- \ INV. 949.9 WAY -NE I II � / 32 __ 20'R. --I II 11 I L27 (TYP.) I 12 8"VPLUG 947.71_ 1 li II PROPOSED TURN LANE/BYPASS LANE �/ 126 2 j 34 . -i III j I 125------' A �J L- 24 RE= 963.651 j INV. 949.37 S 2 `^•°° � �. INV. 949.88- \ INV. 949.9 ° j �> �� POND � / 32 Geodetic GSID Mn t 3 Do Station No. 9381 ( INV. 95175 INV 951.851, 12 3 In 33 INV. 942.44- E �1 `950 64 N �/ 162Tv4� 2 j 34 . 43.10-'N' 20 A �J L- `4N V. 949.34 -NE 13 �1 1 V. 948.09 S '36 / �`� NV. 94819 NE 14 g I 'I I I 1 37i 31 /INV. 947.55 j INV. 947.65-N �{ 1 1 16 I � I RE= 9s0.6a 1 y 944.55-/S -�--------�� _J 3$___i IINV. RE= 964.16 IINV. 946.74-$1�, \ E= ]ggEE /Y IINV. 946.84-M II .9491.20 )tr 16\\ N W _11NV. 946.84-W 6 5 984.3 RE= 958.70 7`> r-----3�-� ''� �� ^� TI NV. 94--c. g INV. 43.6FN`�' INV. 946.38-E FOCI ALIZER PIP // C \ I INV. 946.48-N Fi,, !op'�I 13 INV. NI RE=95900'-V. INV. 945.59 -NE 12 wV. 945.69-W� �`<°: � •�� 3 rr i.'(TYP� Wl^/r--__. _ r - ea T, 21 19 I I 21 -----~_ -- INV. 4 ei OUTLOT K 6' POND - ^3 E 7! . I I INV. 949.09- 11 Irl 9 OUTLET CONTROL STRUCTURE _ 22 INV. OUTLOT L 6 fR�t s C rTA- 25 K�NV. 938.99- 5° 8 V. :939.09-SGJ 23 24 % 4 5 ---16 ---\111 17 1 INV. 949.88- \ INV. 949.9 � °""°"(4 e• __ -��5 RE= 963.8011 NV. 941.74-NS�� 941.84 -SW,> Geodetic GSID Mn t 3 Do Station No. 9381 ( INV. 95175 INV 951.851, 12 3 -_ I I INV. 942.44- E Nu�9azsa-- .............. _ - _ J l____ 162Tv4� NV. 95 6-N 1 . 43.10-'N' ELEVATION = 974.53 FT. A �J L- 1 �1 / 4L N 155-S \ THROUGH TRUNK ------- Be 1 8" PLUG (INVERT TO BE ) INV. 9, -NW _� r INV./9,8.5-SE - { - 96440 INV1 5245 DETERMINED WITH FINAL DESIGN) _-----_ 15 11 9 8 7 9 INV. 951. 11 11 rents 14 • T)Carlson McCain i11 10__ - Z�I 13 .I20 -I 12 20'R - --- _ PRELIMINARY SITE & UTILITY PLAN I 21 19 SEE SHEET 24 -----~_ I I I OUTLOT L 6 fR�t s C rTA- 25 K�NV. 938.99- 5° 8 V. :939.09-SGJ 23 24 % 4 5 POND OUTLOT J CONTROL RE= -- INV. 948.513 'N INV. 948.68 INV_948.68 [ iOV YIP) -RE= 963. 47-N IINV. 949.57 -SW 2 l 3 12" PLUG I SEE SHEET 22 Kt= 91i4:Btl ,�N VV. 942t62e INV. 941. `S 6 ' WETLAND 48 / NV. 941.74-NS�� 941.84 -SW,> Geodetic GSID Mn t 3 Do Station No. 9381 ( -RE= 61\92 \�> -_ I I INV. 942.44- E Nu�9azsa-- .............. -- "------ 162Tv4� 43.00-N`Y 43.10-5 . 43.10-'N' ELEVATION = 974.53 FT. A _ DRIVEWAY CONSTRUCT SANITARY LIFT STATION WITH SEWER THROUGH TRUNK \`•\ / WETLAND 47 / 4L N 155-S \ THROUGH TRUNK ------- Be 1 8" PLUG (INVERT TO BE ) INV. 9, -NW _� r INV./9,8.5-SE - { - \� DETERMINED WITH FINAL DESIGN) �'. INV. 6.9 NW NVI 47.E �V. \\ INV, 947.; 'I 1,1 8" PLUG • T)Carlson McCain i Z�I TEMPORARY BIT. .I20 -I 20'R CONNECTION (TYP.) I PRELIMINARY SITE & UTILITY PLAN I 21 19 SEE SHEET 24 I I I III POND OUTLOT J CONTROL RE= -- INV. 948.513 'N INV. 948.68 INV_948.68 [ iOV YIP) -RE= 963. 47-N IINV. 949.57 -SW 2 l 3 12" PLUG I SEE SHEET 22 Kt= 91i4:Btl ,�N VV. 942t62e I I I i I I y I 141 I [ I I wEJI I I � 7 I[I I I I i II ' III I II I' -II I I i N II --- II I\ 0 50 100 200 (IN FEET) a j BE QHMARKS i WETLAND 48 Geodetic GSID Mn t 3 Do Station No. 9381 ( ____-__-__-__-_ -_ I I 1N`_ .�\ Name G off). -- "------ I % ' e uET S7AntJN_. _.L._._._. -._._.-.-.----I-.-..- ELEVATION = 974.53 FT. A _ DRIVEWAY CONSTRUCT SANITARY LIFT STATION WITH SEWER THROUGH TRUNK \`•\ / 1 I --- - CONSTRUCT SANITARY ---_-__ VALVE MANHOLE. SEWER MANHOLE THROUGH TRUNK ------- Be 1 8" PLUG (INVERT TO BE ) SEWER i MANHOLE Sj DETERMINED WITH FINAL DESIGN) 'I 1,1 8" PLUG • T)Carlson McCain i Z�I TEMPORARY BIT. Drawn KRO Designetl: eJK Date: 4/5/19 Revisions: ]. 5/6/22 Rev. lots for Blk 3, 4 & 5 9/13/19 Per Ci Commen s 2.1/9/20 PerCityComments 3.7/22/20 Per City Comments 4.9/10/20 PerCltyComments 5. 3/08/21 per 2nd add. & Ph. 2 grading 6. 5/25/21 Per 2nd add. City Comments I° I II �" CONNECTION HAVEN RIDGE Monticello, Minnesota PRELIMINARY SITE & UTILITY PLAN I aa£I� �° ilii SEE SHEET 24 I I I III I li� 1 '@1I I I lee i I I I E° I 6 gv I fT-j III II IJ I I I I i I I y I 141 I [ I I wEJI I I � 7 I[I I I I i II ' III I II I' -II I I i N II --- II I\ 0 50 100 200 (IN FEET) a j BE QHMARKS i WETLAND 48 Geodetic GSID Mn t 3 Do Station No. 9381 ( ____-__-__-__-_ -_ I I Name G off). -- "------ I % II ELEVATION = 974.53 FT. I ' \`•\ / Ii I �I;' I 2, Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDOt Name 8605 S) ELEVATION = 966.55 FT. 'I • T)Carlson McCain onm En al engineering ('surveying 3890 Pheasant Ridge Drive NE, SURE 100 Blaine, MN 55449 phone: (763)489-7900 Fax: (763)489-7959 ww.carlsonmccain.com 1 hereby certify that this plan, specification Print Name: Brian ]. Krysto a or reportwaspreparedbymeorundermy direct supervision and that I amaduly Signature: e censedProfessional Engineer under the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Drawn KRO Designetl: eJK Date: 4/5/19 Revisions: ]. 5/6/22 Rev. lots for Blk 3, 4 & 5 9/13/19 Per Ci Commen s 2.1/9/20 PerCityComments 3.7/22/20 Per City Comments 4.9/10/20 PerCltyComments 5. 3/08/21 per 2nd add. & Ph. 2 grading 6. 5/25/21 Per 2nd add. City Comments D E N A LI INVESTMENTS 1313 Hil wind Road Fridley, MN 55432 Y HAVEN RIDGE Monticello, Minnesota PRELIMINARY SITE & UTILITY PLAN 3 Of 41 30 5 N D 2 /U g 5 V / SANITA Y SEWER MANHOLE TO BE REMOVED/ABANDONED ONCE TRUNK SANITARY SEWER BECOMES LIVE 10 CONSTRUCT 8" SANITARY SEWER THROUGH TRUNK SEWER MANHOLE. ONCE TRUNK SANITARY SEWER BECOMES LIVE, 8" SANITARY SEWER THROUGH lb (/ MANHOLE SHALL BE REMOVED AND VERTICAL 8" PVC SANITARY SEWER TO BE DROP TO BE INSTALLED AS REQUIRED. REMOVED/ABANDONED ONCE TRUNK SANITARY SEWER BECOMES LIVE.' SPRY SEWER 6" /PVC FORCEMAIN TO — #—�— / BE REMOVED/ABANDONED WHEN TRUNK SANITARYl— �" ;/SEWER BECOMES LIVE. VE MANHOLE. VALVE MANHOLE TO BE REMOVED/ABANDONED ONCE TRUNK SANITARY SEWER i BECOMES LIVE. i / 8" PVC SANITARY SEWER TO BE REMOVED/ABANDONED ONCE 1 TRUCK SANITARY SEWER BECOMES LIVE. INVERT TO BE PLUGGED IN SANITARY MANHOLE. LIFT STATION DRIVEWAY a ° H 8" SANITARY SEWER—j � CONNECTION (PLUG BOTH } i ENDS). PLUGS TO BE REMOVED AFTER TRUNK SEWER IS LIVE AND LIFT Z STATION I� AQANDONED. Y L � / -LIFT STATION. LIFT STATION TO BE REMOVED/ABANDONED WHEN TRUNK SANITARY SEWER BECOMES LIVE. w `TRUNK SANITARY i SEWER MANHOLE. 8" PLUG (INVERT TO BE DETERMINED WITH FINAL DESIGN) PLUG :2 3 n9e r"e"`' R°"s'nns: J 3/6/22 Ray. °ta for Bilk 3, 4&3 DENALI INVESTMENTS PKtL1MINAKY 51I t 2Sc '] j Carlson room Suite 100 I hereby certify that this plan, specificati°n Print Name Brian J. Krysto wrawn L®HO 9/13/19 Per City Comments L 4 ental Blaine, MN 55449 or report was preparetl by me or untler my 2. 1/9/20 Per City Comments HAVEN RIDGE engineenin9 Phone: (]63)499-]900 direct supervision andthatlamadulynde signature: a 2 Designed: B]K 3.y/22/ZOPerCitIComments 1313 Hillwind Road UTILITY PLAN of McCam °rVeyin9 Fax (763)489-7959 Licensed Pr°fes'°^alen9ineern^der 4.9no/2o Per City comments Monticello, Minnesota .carlsonm«aimcom me laws of the state of Minnesota Date: 4/s/i9 ucansa n: zso63 Date: 4/s/ie S. si°Sili ae: zed add: &i°n, om�enr9 Fridley, MIN 55432 (LIFT STATION DETAIL) 41 SHEET 26 1110 AN Til \ f ffff Ir � III \� 1�lf�il II�(�i��i�•.� � � U� � 111 `fir t I Ml Mill 11 - IT 1 . 911 1 WOMEN,..--•�r-�— r< X111 � �I�I � � I� Il�lla q FIT � It'il -r�� . III ��4t � � � ✓ � !,� . �� �i • ,� a '� � �.:�. �- ` C'��� �" --- r -- ---;•-�, � iiia'-` :'*�`• l � SHEET 321 K: C SHEET 33 LEGEND WETLAND QUALITY EXISTING PROPOSED PROPERTY LINE --------------------- STRUCTURE SETBACK(FT.) EASEMENT LINE HIGH CURB LINE 100 BITUMINOUS 0 0 CONCRETE 0 0 SANITARY SEWER --- 60 STORM SEWER 15 WATER MAIN --^----DENOTES OVERHEAD UTILITY --------------- INI-ET STORM CATCH BASIN 50 STORM MANHOLE 0 OUTLET CONTROL STRUCTURE Q MANHOLE 50 HYDRANT 15 GATE VALVE 60 TELEVISION BOX 15 TELEPHONE BOX 84,466 UTILITY POLE MANAGE 2 RETAINING WALL 30 FENCE 10 10' CONTOUR - -- 29,928 2' CONTOUR - --- WETLAND 7 FEMA FLOOD PLAIN HIGH WETLAND LINE 60 WETLAND BUFFER 15 CC0 000 SPOT ELEVATION x - HIGH EW EMERGENCY OVERFLOW 4 " 15 000 0 SILT FENCE •••••••••••••••••••••••••• WETLAND 9 TREE FENCE •-••-••-•••-•••-•••-••^ LOW TREELINE ................. 50 SOIL BORING 15 H 5,861 GRADING LIMITS •••••••••••••••®•••••••• I MANAGE 2 WETLAND BUFFER SIGN 1 30 1 50 L�orl:s Posr WETLAND SUMMARY 18,855 WETLAND FILL = 87,854 SF (2.0 AC) O WMC WETLAND BUFFER AREA = 586,744 SF (13.5 AC) REQUIRED WMC WETLAND BUFFER AREA = 516,229 (11.9 AC) NOTE: WETLAND REPLACEMENT CREDITS TO BE PURCHASED IN LIEU OF ONSITE REPLACEMENT. TOTAL WETLAND MANAGEMENT CLASSIFICATION WETLAND QUALITY AVERAGE BUFFER WIDTH(FT.) MAXIMUM BUFFER WIDTH(FT.) MINIMUM BUFFER WIDTH(FT.) STRUCTURE SETBACK(FT.) EXCEPTIONAL HIGH 75 100 50 15 MANAGE 1 HIGH 50 60 40 15 MANAGE 2 MEDIUM 30 50 10 15 MANAGE 3 LOW 25 50 10 15 WETLAND NUMBER WETLAND CLASSIFICATION WETLAND QUALITY REQ. AVE. BUFFER WIDTH (FT.) MAX. BUFFER WIDTH (FT.) MIN. BUFFER WIDTH (FT.) STRUCTURE SETBACK (FT.) REQUIRED AVE.BUFFER (SF) PROPOSED BUFFER (SF) WETLAND 5A MANAGE 1 HIGH 50 60 40 15 153,278 156,346 WETLAND 5B MANAGE 2 MEDIUM 30 50 10 15 28,715 35,852 WETLAND 5C MANAGE 1 HIGH 50 60 40 15 84,314 84,466 WETLAND 5D MANAGE 2 MEDIUM 30 50 10 15 29,928 34,520 WETLAND 7 MANAGE 1 HIGH 50 60 40 15 64,056 64,176 WETLAND 8 EXCEPTIONAL HIGH 75 100 50 15 131,222 186,668 WETLAND 9 MANAGE 3 LOW 25 50 10 15 5,861 5,861 WETLAND 10 I MANAGE 2 MEDIUM 1 30 1 50 1 10 15 18,855 18,855 Name Golf). TOTAL 516,229 586,744 N � � r.'�fa 5 � .v •euc ufe J _ i. � I TIEET 3 ; �49'I I dy 0 125 250 500 .• a .� IiI - ry n A -- I (IN FEET) II------------------------ ___________` BENCHMARKS 34 1. Minnesota Department of Transportation Geodetic GSIO Station No93813 (MnDotSHEET Name Golf). r ELEVATION = 974.53 FT, 2. Minnesota Department of Transportation III Geodetic GSID Station No. 93803 (MnDot III r Name 8605 S) III: Ii ELEVATION = 966.55 FT. Vlronm ental 3890 Pheasant Ridge Drive NE, SUlte,M1 Blaine, MN 55449 hereby rens y that this plan, specification Print Name Brlan ] Krysto a or report was prepared by me or under my Drawn l II Revisions: 7. 5/6/22 Rev. lots for Blk 3,4 & 5 9/13/19 Per City Commen s 2. 1/9/20 Per City Comments D E N A LI INVESTMENTS HAVEN RIDGE ''1 L5 T)Carlson • I phone: (763)489-7900 tlirec[supervisionandthatlamaduly Signature: e Designetl: eJK 3.7/22/ 20 Per CltyComments 1313 Hillwind Road GRADING INDEX of McCam :engineering su eying Fax: (763)489-7959 CenSedProe55ionalEngineerunder Date: 4/5/19 License 25063 the laws of the State of Minnesota Date: 4/5/19 Per Comments 5.34. %O8%2/Per2nG add.&Ph.2 grading Fridley, MN 55432 Y Monticello, Minnesota41 ww.caHsonmccain.com 6. 5/25/21 Per znd add. Citycomments `ate \ - 8 27 •' \"�°�' __ -� N£ MAP KEY 10,�iENt/`-\\\\ 38 3130✓. 29 �\ SNR GFS Sj - - - 956 - •aa, \ 37 — s ' ,c 956 36 3 960 10 56., •''�� ` 35 -3 \�\ \ ssis as.r •. \, 552.2) sss. c i SEWO"` 0 25 50 100 C962o �> / / 5T \s,° zsi�—e ••' \ ` \ �� I I k G / / Se�/� j l 962.5 / / r � m �\ 106 O / � �2 ksz.o � • • � \ \ \ � ` �ae,�� `� \ � 8 � (w FEET) `[ 6 �, ��fx �• S)� BENCHMARKS 6.5 / / S9 / / 5 — / / / / \``r BZ'3•• �,- �\ w.\�� £ WO9 20 / 0 • , . ; �'� �� :EZ N 1. Mmnaeata Department of Transportation �\� `\j(#• 6 g `� //okj ! (` / (� 8e? > {. / / 1 �I \ a6 fXg • • \ -�,1 -„ �_•a �� w, Geodetic GSID Station No. 93813 (MrCot Name Golf). GG PN ao • • . ' \�'" s o ' r / 0 r� �`� g fX.6 • �\ �1�aELEVATION = 974.53 FT. vik( of \" t icy 8, .0 .00x eq a 1 . \� p �� \z•ao J l /h /� l l 1961• l V / l \ \ s>� �c°9 2. Minnesota Department of Transportation ��.1 \o {� s /\ / �t°•/ >) l l 9 7 96 I • • • • f \ ' \ 1 �e>� \ Geodetic GSID Station No. 93803 (MrCot ✓ r� U 961 - \2 _ \_ .. s3> \� / / / 10 /- \ \ \ 6 X.fi�g \_, �^ �" Name 8605 S) ELEVATION = 966.55 FT. �e-24- \\meq M ems_£ J S£ is \ ,�CgSO I .0/ \ \ sewn SE / r9 \ sz.a ae / -/ / ) / -- / / �\ ° / • \n+Q1 z$®os ,\ \\ A/' o.sox ��,' sz.6 �� # � / / � / ���� / / \ 5 ®Tits . / �N��1 M O G\•(`F�___,�\ .,.. �`�� \ s \ \ / / sss>` k sz.a ' ? o.s — 533 � �� \ / \ S ) � �\ — 1 / / �• \ w, 5 �\ QRO NS'CP� ,, }� _i9£WO\ r 9s2.>) $ Wo / 4. s i a•2 J $£ gNei\ —/ s33� \ \`~- J \\\ `\\ \ \\�\+9 • 0• • J, l \J l 'l l `���0 / 8j;0 / u� l _l k 636 �• \ °' J �\ k/ / 3 6 s e I \\\\ \ \ • ��—\\ � II// 1ZDC / / �J / `2/- g61.0 / / S£WO / / �y' 7 /r �F, — Po � sg.5 m/\ ,�` / ®•)`(1'�I'-, � \ / \ , \ \ • J \ \\ / \ � � �\ l l Z� l l l / 851.5 .� 6 , I�.. /' 1 /' 2>�� \ � •p l \ 1 � 1 \ � £Wo .988 � la , -� y�Q \s � • \ \ � ®\ ; Asa \ I\ �— — 5i 1' i l 122 121 / / 962 ° S£WO i '�. / / a 6 ?es \sss\ \ • y \. , \\\\�\ : - \ - _ \ \ ��J / �'j �\� / '� � / ?cam J [ 95?> G - C � se.3 �� \ • �� \\• .� •;•r: •,'• \ \ \� --ssa -\�9 _ � � s �,�-�- �J' �• • / / 1ZV � l l <j' 6Z0 Wo�2� l l 'J ^ l `\ � � \ / \\ \ G " \\ ; �;.•. \ \ \ � ��' \—,,\ � / _ _� �\ S / / � J 550.5 \c / / \ ,k � \ \ � \ G \NE '� . \ \ _sa sag - — — ' • • . r 11 so.o W s M PVT( g 6`� 5� ` \ `\\:i.•._ \ \ \ / as. �\� �------ sas_-- � � � 9. / / LL J f R�Q�\R , \ ® `'- s. \ \ \_\ --- ` 535 _ \``•���y�/ / 118 o e 0 i27 $g1 F\\)- gs3 ,�,;•. \ \ \ �\.—y — \ / ° s �� • a eRH \ �y. .�,PN F •� \\ ` •a'. \ � \ � s 9y,� s --\ ae.o \ \ � . � �/ / 11� / / ?s \ \ � � a � �. �pAy � \ \ a•. 1 \\ \ \ __--- 946--__--�s�Z N 4� 0 0g 9y�• — 5jz \ •`-.•��\ \� / .\'L / / \ pn`I° \ \� ®®•°° sasi\ \ \\ ''• \ \ ssz 9-N � j % \ � ��\ `� �\• 1161 / < 5955 �\\ \\\\ � "\\ aP� ®\� \ \ 9g19y16\\\ \ 1•. "• \ '\ \\\_------954 — — —\\\\ --- ( / \ \ � J/ � \ �\ •\ \\ �.,,\\ �,g®® - \1 �s�e�,< \ Nva �\� gy19 \\ 1•, - \ 958 —_—------------------ \-- i \ \ •j I ` --- — _� \ 5355 R \GGA 5N 0 V, �'� -- ; _— _--- --- -- ---- — � -- -- _ ___ 56.6 sz.o — ---- — 958 �. ___- __ �----------- ----------- .---\ as _ _°� - -- — -_ •' N� �ftS \ s • w "• —ne ".. — °.. °�. — �< — a,. — a.. — a. a,. — w. — "n. — ".. — / .n. — a,. .a-�a,. - �. - --°-- —_--- q — �� _ —"—�—� — s— —..— .— ,—\ — , — — — 9—"• 161 — ` ate\ ----- ------------------- --------------- == _ — 962 \ ----- 960 —_ —__ -4�r� � � *1 ". ur 95S �\ •` '`g L �_�� _ gso — — — \50 o ° 000 000� T aaaaaaoa0000 °° 0000 o°a oaaoaaa°°° / _ ...... 008 �o oa° FlLTRATION °BASIN 100 °° °' o'oa�o o°°o Borrou n _ , 000nn.J SEE SHEET 27 I \ h. _. 389° Pheasant Ridge Drive NE, Revisions: 7.5/6/22 Rev. lots for Bilk 3,4 & 5 D E N A LI INVESTMENTS (� Carlson onm SURE 100 1 hereby rens y that this plan, specification Print Name: Brian ]. Krysto Drawn ➢18 9/13/19 Per Ci Commen En al Blaine, MN 55449 or report was prepared by me or under my 2.1/9/2° Per City Comments HAVEN RIDGE PRELIMINARY GRADING 26 • engineering phone: (763)489-7900 tlirec[supervision and that]am a duly Signature: � 2 Designetl: eJK 3.7/22/20 Per City Comments 1313 Hillwind Road of McCain I •sur,Eying Fax: (763)469-7959 L"ansedProfessionalEngineerunder 4.9/10/20 PerClryComments Y Monticello, Minnesota & EROSION CONTROL PLAN 41 the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments II 0 �' - • t.' � � I v vv v / / v ' ,' v �' 1 SEE SHEET 26 ' v / � q. A ��. �V��`w WETLAND 100 YR HWL = 9574576' 57.8 4 10 DAY SNOWMELT = 957.61 100 YR B-B HWL = 957.9 I-ND CLASS-- I �. r *s s \�,\\ \ / / \\ / �b / MP3 �\ �• q\ aso. wE1w+o WAu 1R rr. M Low a / I ,• 7.5 I I II I I \\ \\ `\ ss ' 122 �/' / SF y_ / s?`> \ / / n \ \ �3. \�'� \ `�a\\ :j 27 R wp snzucn,k� sErenck rr. is �. --' / I I I \ \ \ \ � ♦ \ ,/ s� / !\ @ \ \ \\ J e �'p,, \ _-- 102-1 Eo eva. eufsca es, �� . . I A V \ ��/ / f, { ? a / v A , A� �i PaaP dBaffJF 6.�, f ••' I I I `\ \ ` \\ s / 6 ti gas: '?s MAP KEY -- '' I I \ \ \ 2 I I �� �v 56v � ssz v�saz3 � V� vv v V • <v 12� � / / � • � �g / I � �SSJ � / rti 7s.o �� � V ° Vv - BW 740 1 % ny\•\, w. \ 9 \ �.\ �\ \ y > y I F ' ' \ oe \ \ \ I \ \ \ \ \ N = 95 \ ?S • \ • T / SF 'J d, I / 1 • BW 72.0 Iv \ \ Y SNOWMELT :i;,§ ^ HWL = 957. \ \ s� / e�� // 9se e o 1 .ewiz: / R TAININ j \�`<\\ 36 3 HWL = 957. / oM' v w7dss„ _ �v 's _ a ew7z.o ALL il� �, v o/`\` �\ �\ w \ \<"°\w \ \`\ \ \`\\ \ \ \\\-�\ ` \ \ \`v\/ `O�/M/ s's >• �'9`• s �' I SFIL�J >' ®TwTiss RETAINING WA MAiERI(4L\� \ --,3' Is \\ \ w°\ \ �\ \ \ \ *s \ \ / as / .'�W` 's .. ss\ °Twia.o• /PRIOR TOOINSTALLANONrn\ ��\ 35 0 25 so 100 10 J ss�zoos �s (IN FEET) ADING SHALL GOBENCHMARKS \ \ o°oo A 9so� ��� A V` I I A �� / / °oso // soY • BEYOND E PROP UNE vv 1. Minnesota Department of Transportation pa Geodetic GSID Station No. 93813 (MnDot % as !"` �. . °n° \ \ \ / / .I, \ l • �QRo \ \ \ \ Nome Golf). I �°% ��OO^,O°Oag,�' s0�� �� � °r\ "'°\"' "°� A�� �� �• ' as O O v� I s° /�\ ��� \�vv eLEvnnoN - 974s3 FT. EX. PONDJ I gg ggo°ga mo\` •\' as.� ��` \ ,\\\2Minnesota Department of Transportation " \ \ + , S \ \ gg I cc51D Station No. 83803 (MnDot \ \ Name 8605 S 1 �\ \ \ am. 8 / I~ ��866.55 FT. Igg gg 0000goo g so�'\\O \ � �\ � \ �•\\ �: • .� � �' 1. \ `1 / \ � \ ` \\ e /gg %° f Oq Q ag' °°%g°g°° <'� . °\, \ s o !L \ \ I \ 1 o°og O� °O Y ♦ 4g 4°.°° `" \ ° \\ "'• ?z \ Y '.'00 YR �'O 94 0 °0°�°° "I doh e� ®\° 1 I o°� el �a %gg \ \ ! °\ a.g \, I go�m'S � \ !`°� � •a�W \ \ 1 I �s • \ ° NO GR NG HALL GO li I .� o ° °°°°°°°°°°°° °egg °°ggd a°� �: \ !�� �.i\ ° w \\\, \ I I \ °♦s BEYOND PR PERTY UNE /I °°°°°°°°°°°°°"°'T5•aP / \ !tea \ w. �\� I • \ //� / \ �-_v `1 ; 11 I I I .1 \�1\/\ \°°°°°��o&°°°�°°o°o°o°°°°o�°°°o�°�d�°� I �°'� i.(%'� / / / `a%� \\��\ \\ \ ��` mow\ �°\ � �"f\ \ �• 1 I // � / / \ \ ��i � \�� I 1 I I II �I� II •I - A\���A° °g�go �\.�', / / ^� �`"`\� A 1����\ �\� �� �e A V ���� //�// � A I �� I��`^�s��� 1 I � � I iI h � ✓�. � A o�g°g�g�g°gA � ° V `O' fiiY / `�° ��° \ _� � �� � �V ��� � V � � / / � � V A � 1 DI8 '� : E%.72.1- EX71.9 sw \\ T-1 _ '' dYa / POND 100 W 41 �I I I /� NWL = 949.0 �� A / 10 DAY SNOWMELT = 953.1 100 YR HWL = 952.7 I 1 Iws4o\ ---- / \..100 YR B-B HWL = 954.3 / I \ / \�\, \ ng \ \�\ 4 / / \ �Ilz W I I l� _ l�Q II I i o n \ 944 `��_��_ �•\ `\` �n° I II :•. \\ ` I ` \ `"• \,��^+.% -� //�" // ji-•� V Z II \ _ `940 �_ \ I ( - �a \ \%� y •,` J. 10 I .58.8 ��- --- 1»• ' � • e\ / \ (\ / I i --�- - --" __----__- -� _-n��_.��, �=��T, i � 48.3 39.7 \\\ \,� I Ir .' °"e' •� ! \� a, \ � / / \I 5, '-: \ ` • \ ��`�-}- l \ `:\\ / /// //%'� II of 956 _ �� \\\ I° ° } .D •. •.° \ •• \�!\ �y�� \�\\mow\ // / / / Ir I I I I i Fl- 2� I I� � I 4 5 1 I sop: \ e\ _� T �y �• � ���./ // I 7 n 957.6 957.0 957.0 z I 3rd"`_• I I ` ':"•' w \� I _ \� A / 957.5 957.0 1 I, I 957.5':'5'- BU anon MMEoou9z � %• I ! I � ,-� \ yam° / 1,t' 95% y also. neE. eurtEa 957.5 57.5 gS70 / se �• \ ar I uay. euffEw x1o1R fT. so ° \ I • \ ��, '/\ J _ \� /.�••x� /\ \ _ WO WQ( 9$) / /� \ smuciuo srienac rr. is . I I I \• \ \,.,, /i(! �� .. / y'� "�\ 2) w 8 / \ 4 aEWlaEa A4E. 6efFErt ,sass I � ! \ � / ,» • PROPOgU eufffx s ass / .•: '.° \ � � y,� I � !! ... •�s'�'.�/�.'. w,.A-�� A w. � I �' I � � I I � I I a x 65.0 G 64. gS O v �N, -:�::': / V wV �� � .�.' '. A ... A• � I -9ss n st G 'S / \ :'( .'.z• • w \ / �� ....•! .. 87TH STREET NE I II 62.4 nI' 82.8 83.1 PN 2+50 62.8 96462.4 -F' �s! 4.0 0 12� � 6 \ \� / .: �. :. �/. v D w' \ \J� / � Y• ��J'\ �'�d!'\.'.'..:.:..'. �•\ o-9 F'• �- s �\ ..•:•�`.�.•'�� i•�`:a�_v.•..°a•`� • ... \•. v 11 I� �I►- I o.s I -- vc. ` ej ak 4 / SSS J° > .�.... >��3>'.• •• / D, \\ _ .,, / _ � \•� 6 "• •' � -// �w..b . •� .w I I I II a� III 61.9 \ \� ss \ s - /, � 1�� 1 w � \ a. .�I / �6�J� �\ 1. ��`•"•. 1 981 62.5 0S*c \ > m ' • \ 6o' a 10 � � / •� \ l..-. •�.�. •; •�. c.. ♦♦♦ I 63.2 �. o a' 4+ a s \ s \ "y '\, . \ _. •' -10, 1O'• �� i - - - - - t�nctDn syxl•�. "I .•..',r::.�:::.�y7 w.\ \ \. �F'•'- :-� ti s 98 . G 9 5.3 G 8 I I �� °\\ �J i' • \ an• �� LS I • % w. J� 53 _ oto o m m ,P .:• - �X� 7 iI�fil I LO LO LO LO � / // �� � 6si �� \ 5 z i � -I- �- � :�LL.f`.•:�l»�\c w.\� \ �, �� 957.5 957.8 958.0 958.0 957.8 LO o I° \�-°I.J',•/`-�\ \w.� \ \`a. III 960.0 960.3 980.5 o+ �L 'ar �'F r 952 w, \ Y I' I / I 960.5 960.3 957 / \ s � � � I� w ,D,D s.7z m I I sso:5 `\ � O � � I� � O . I 's 1� 1 � \ •.�' - -{ � \ \ �° \ \ \ s �° \ \ I i �I i� I I -- � O � 5� I 11 15 I ot>, N \�, � _ � � •:-:-I�:• \ �\ � � •,° \ �-- 185186 122 3 m I t o ro ro t5 S4 \ \ P 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for Blk 3, 4 & 5 D E NALI INV EST M E N TS C� r�SOn onm Suit¢ 100 1 hereby certifynthat this plan, specification Print Name Brian ] Krysto Drawn Law 9/13/19 Per Ci Comments ental Blaine, MN 55449 or report was prepared by me or under my 2.1/9/20 Per City Comments HAVEN RIDGE PRELIMINARY GRADING 27 • engineering phone: (763)489-7900 tlirec[supervisionandthatlamaduly Signature: 2 Designetl: eJK 3.7/22/20 PerCltyComments 1313 HillWfnd Road of rveyin9 Fax: (763)489-7959 Licensed Professional Engineer under 4.9/10/20 Par Clry Comments Monticello, Minnesota &EROSION CONTROL PLAN McCam su he laws of the State of Minnesota Data: 4/5/19 License # 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 41 ww.carlsonmccain.eam 6. 5/25/21 Per 2nd add. City Comments SEE iD s 3 \ 1 \ \ / ' N Ii I • I \ \ \ 'tic¢od00000000°o°o°o°°°° `\ / / �\ \ • \ �\ \ \ \\� \\ \ \ \�� \ x \/ POND 100 I \ N949.0 i 5N = 10 DAY SNOWMELT = 953.1 _ MAP KEY yam\\\\\\ -----' / / \ 100 YR HWL = 952.7 100 YR B-BAWL 954.3 I a I o zs so too (IN FEET) BENCHMARKS 37 - ��I ` �I 58.6------------- / Station N -111 D Minnesota Department o Transportation I� I I � 49.6 - 48 8 49.4 - - - - �, \ Ay \, �° � \ • •� \� °.x.11\ �^+. 1 Geodet'c GSID o. 3 (Mn of -- --� _- a 49.8 496 _ \\`8.3 39.7\\\\ \ I I` _ ♦°x ,\ `\� �\ J7y1'.` •\\ Nome Golf). - \ / f Minnesota - 974.53 FT. Tr I IT `. Ar I 956 - ��^< \\ ,B ♦\\ `\\D\�\� 2. Department Transportation 36 Ir I I I' 2 4 I Q 4 5 I t �� - I y" i1iQ:. : : J I\e \\I°aT �\ \ Geodetic GSID Station No. 93803 (Mri �2 3 - Name 5605 S) n 957.5 957.0 957:5' 0 957.0 I 1%vv''- v a I I °M xnv:xD cussscnnax NAxA¢ x \ ^+. ` 1 i II �� -6- y \ � SO s I I 11 �. • `' � �\ `\ �\ ELEVATION - 966.55 FT. /• I NEILWD WILiY NEDxIUM I I Ali 957.5 .5 957.0 957.0 1 1 � _✓ \ �: � � / 101- -' xEo. AVE. auFlFx xotx rr. w•asla`�' I � �\\ ��\ I \�l\` `d 957.5 7 / WO 957.5 957.5 \ � / eS6 t ey0% .: NAx euFlER vnDJx Fr. m . '\ _ I ? �� I - I � WO WO WO WO(2) f,,9s�5 / , ��' ,\ \ \ .. Wua�RE sEre�Aa�k rt. ,a'a . � � I \. •� � \\ `� \ � �•" �� � 1�\\\,, ,\ \ \ �,y\ °�. / VR G 965. G G 65.0 G 5.0 G 9S� � / \ \ � •:i:. �'/'�•� / \w`v I `L � ..�. •i\ ./.�.. w\\,� a, 'I I -964 n --- `°I I'e II � G iy S / � \ 1 wJ I "\\ l �( Q \ �,i-. •. •.•. •. •. •. •. �� ,y.�<-,-,,, g\ 61.8 Kl 1 I 95 O / •:'I. .'i. \ �/ \ . .!'.,J:`4 `. �'\ i Wyss ` 162.4 V 62.8 63.1 PVI 2+80 ` \� .-,3. I .�. Y` � '�ti • • •.'.'. M.'. -A, 1 \ �q I i� - . V g2., / � \ a9h./. 4 �_ .`� 1 I `Owm I�> / �: "�"1.:.-••--.' :_ .� ..� ..` ..:: : la'• :•�. \ w. er4 � ,.tai 6 � D� -I_-- 6j.e �• /Qs�•O � • s � •:-(\ •"•- \ I I �� � .'t`�.- -� / �-.• \\\ \ Q r Vl III 61.9 981 62.5 62.9 \ 06 \ d3 \ \ 1 Q \F `lir �, // les P °n< \� '"° \ '� /.'.' -.'.�.�•/ `'�� \ \ \'.'w'. \ • °vt' 9 \ // \oyi \ �.'.�i: `. �S \ �/ ei / mea 47s i ,k �\ •+.I- / •J. ./. .•. /... \ \ \ `\ \\1� �1 �\� 6y% N \ W+ - - - \` \ \•♦ ••~` \\ 1 \�, I ti i I h 1965.0 G 985.3 � G 96 I I � I I I ��� 1 eJ \� � sr %� / �• i t � G 65.5 1 _ ^� -' 138 \ ' G 965.3 I G �09 s �• I ro �0w ... �.�'\` \ IIII „ ..a \ �^ / \ ( 15�3/ oN_o , � �� _\ " �l�•. � / \ \ ...-.• \LO 1 ^♦♦ �°\\`"tom. I ILII 557.5 5706 g58� LO i a ®� a s� o w� vv s� -- c��t vv v III 960.0 958.0 / A 0� , 6, �. 1` �' % _• •' >�•'•' �� ya-� w \ 'r t'�'�'. I t 960.3 957.8 / �•O - � � o � ,mow r 6.7R w I e � A A��.�-,, I 960.5 rn w � `� m,c � I g2 � �; • °°"� \ \ \ I, rnui > % \ j/ ��' I `,1 � 0.1.0. �s • .1 /^• "'\ \ f \ \ \ 1'�- \ 1 't.,� 11 , 15 I o� N \; � • - •:•f•� \ \ �__ \ �° \ - gs,�2 X'1391 1 25/� �\\ `• C ( " \ \ \\1 1 I 9 LI II 186 I I 185 i i 184 I I 1 1 �� E � . J \ I � -(�I / _ I � �:•k�:� "'\ �\ �. \_ �.\ �:.:.:LL.:_' :,. 11�*►� I 1 1 181 0 � ,a `N _ ,,`°o� \ 12 �- -f--- Ot1Ona '�5�•\ s�/• � I �'`\ �\ \„ �w. t.-' I �I 1 2 I I ,3 I I I I / / � \ \ w trio �J I ^�o I •.`• � _ I .». � \ `. 180 �O • o ^ 1 _ _ x -t N ( I I 7.95 �°'o �� '! 1 �I\ \ w `\.\ \ \:'�:'?':': \• �1� 1 O I I I i € • • • • �s \ � / �, �O� O C / m � ��� G3 ^� 1 f�0 \ U \ \ I as II I I I I � _ ��� • • ss // , \'0 1 1 \ \ \ \ 1 oia � 1 \�; r ,u,o I� 5 .'.�. �\ ». / �....'.1.' �Iw. s J \ \ • . ... x ss3 < s'`oaVo\\\ ' o :w \ ? O^ �o I \♦" .-\; ':�\ WETLAND FILL % \ "'• \ `\ `" \ / .-.'./ 1 I I'� \\.. � 6* I 1 \O •tr �� \� \ 5� \\�x � -I'/ :m � 14 \ \\ \� ,\ 3 \\ o" N % Y `- - to i �m 115 • www �!� '` \\\\ / /' \ t, b�V o w o �' ? Q tnrn �`�°" � • /i.:.:.:.:.:. `. _.\ I / L''-/'•.'c''•'-''' �\/�_ �\/ I o.,r \ el yg \ tno 3 I\ .A•�'� / t \� f-.r.` r\ \,; a \ 150 -� \ � I 5 4.4• N y , -��•. ..-.'.•.•] ° \ I I� I 55. - - _ _ - \\ ..N O J \ 1,.. w` \ 'A \�- \/ J_ ,> R • / "�. \ 1 ' j ...........:. .. • \ 23 •�� `°t���P �' � � !°'� 6a,. � � 142 �` ,, ,� � �,� �� ,. \ � � \ �: -- �:....• .':`.. .� ' --- I \ \ J, :�: �:�: �: '•' ptS .J, �. rn m \ 15 � \ \ 4- o m w � o tno' . . . . .�-:-'-�. 18' >L 1, �=r'.'.'.^�-:' \ \ w Vo pV w � oVr � \ ro �' .•1� .•�•- � \ ♦- - � Ilm - � '��`���: "�'- 'S � � � c3 � s�o � � 149 \ - \ ` r`mw 5'�7 "�%•.'.'.'.`.•.':'.f.... '-/ \ .�.•-- :LLI•:�.•.y \ III ,I� " \ , � ':`:`:-:-...`�. %� � � " I � N � - • - ' :� �:�. �•� - O �� \ 455 .� � :`�":-''' � C .\ I � � `'•)-'`'`'•'-••..'' �'..� �:�:�:�. /-- _ -:`} _�•'- � ''ww � � � 143 >� :•' .. / .}. \ 1 ;� +'`'•`•'-'':•'•�• - •.-� I I':�:E: ' `. ,�. tJ c �� \ 16 � , � � � �� o w� . N � r 15� :�'�:�:�1::`-�'� \ :LL:�:� \ •:�:�f�:�:- \.....52. '�Os ?/ 144 OUTLOT B / \ :-! •;•�+ �" �•� \ � /// � 57.3---_--_ --_- --� m T \ / / ! :•:`:`: I`:..'.'... 9 145 • _ m t' WETLAND #5C \ \`.:.....:. $alo L• o• C3 \� < 14r r 1 10 DAY SNOW MELT = 954.8 � i " •I. rr WETLAND #5A 1 / Qr - \ 1 0� 1 9 j : : I w 75 M % - r �� I 100 YR HWL = 955.0 10 DAY SNOW MELT = 954.8 II \ / 0% a g e �/ /' 2J g6o.0 - wN O Ino � �`1;..:;.;." T \ s 2 961.0 (957.5 5�5 / �: 100 YR B-B HWL = 956.9 100 YR HWL = 955.0 1' H•:-:' 12 ? `'� . a \\ g L 958.5) ,I I Js - ec-a cusslrcnnory ASA¢ 1 100 YR B-B HWL = 956.9 I ti`" s4 021 c3/ _ - - �' ' II •. �•--•� \ . . ,ps Q / ...p / C •.w REa. AVEC eurormW vnoTMix rr. xeo ,i, NENND DLAa51FlCA31IX1 INA(£ 1 C' _ Mr. sun- WImH Fr. N 60 1 ,_953= • � i ��• � LO 2 R II�.•.}:..:...•. NE,UwD alAl,TM xl� I �: '{-'•'•'`{j:_:•. • � � ,.s � () __\ I � m . _ - �� '.� ::\:�:�\ Nlx. aIFlER(F".),o s I /� '•i••�. ia:o. AVE. euFlER x,D N m ;.'.'. 'O / 4 / - J -' to K , wDtx. l `R -.R;•, • '�• �•••••••••• NA% BUrfFR \\ \ g 17 C I W ••�• s1RUC1URE aEIBAG< 15 1 g N REWIam AVE. euftEB a. nA / 1' •; •;�'.' �.'.'.' Nw. BUFlL2 �\ , 2y \ g7. n 965.0 G - 965. T G Z N r tmilW '.• PRaPosm mfrtR ea.ass .r.-•t'•'":•: � a,Rla,lREg,aAD% ,a '�•'�' \ 13 �,, � L m I -•;\ t' �••' LL REmop M£BUfFER ,53,2)8 \-••�Y•-• \ yT __ �I a 0 LL •�/p `.'.' ' '�� ',r•../ \ L.t. `.•. /' /� sS`Q / k ,�\ ~ aV. s 3 ssa-�- I 61 - c /� 'n .•.;�.\., \ 1- •� 1:.:'. �:`.•.- / �-':�•:-:�`-•:`�".. so •s � �/ g�, ogG� a s3.e /�I m - --- �•W �'�'\'� � � ..��,:-.. • /• �: A \ Via° 'i g� i - ...,..�.�. -oD-' / gL \ I...... ...... _ - i t 1s 6.2'.83.8 I, I~ - :?d 1 61 � 9B/ - N N / A� 8 FUTURE WETLAND E BUFFER 'f� .:o .•.•�. `�. � \\ / k - 62.4 fi2.7 � 63.6 1 PI --- w iOS�O \ .`~��' � �LL �'.• \.' ��/`�J/ / 9 Q / � � - ssa�-- ab%` O' \wd:.-. I 11.1-:•:• •-:• \\� /� s4o / 1 ' G 965.0 G 1965.5 G 1/I s.ox vfno I ASSUMED OFFSITE WETLAND {•:.4::.:,. �t7j 9�O ; O 'mmce EDGE (BASED ON EXTENSION ' \ \ }•.� I 1R�eJ/ / g6p>g LQ / o -U l- �Ih OF ELEVATION FROM SITE) V`��, � ' � �' �'� -:��': T � % � :�:'�:�:' A�•��-:•.' • . -- / i � fl �/ 1 ss�s ns7s I gsa.o � I�.^I -- Y � s \ _•'' �:•S•:r � t :'-•i•:'''=\_•'':•-•_ _ _ �\ , � % / , L SEE SHEET 29 so.o 5505 I � io�� � I `n ' � r �_ 3890 Pheasant Ridge Drive NE, Revisions: 7.5/6/22 Rev. lots for Bilk 3,4 15 D E N A LI INVESTMENTS $lite , MI 1 hereby certifynthat this plan, specification Print Name Brian ] Krysto Drawn ➢1m 9/13/19 Per Ci Commen s \\�_.-t•MM■■ environmental Blaine, MN 55449 dire su was preparedly me or under my 2.1/9/20 Per City Comments HAVEN RIDGE PRELIMINARY GRADING 28 • engineering phone: (763)489-7900 tlirec[supervisionandthatlamandly Signature: 2 Designetl: eJK 3.]/22/20 PerCltyComments 1313 Hillwind Road of surveying Fax: (763)489-7959 Licensed Professional Engineer under 4.9/10/20 Per Clry Comments Monticello, Minnesota & EROSION CONTROL PLAN McCain su the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 41 ww.carlsonmccain.GOm 6. 5/25/21 Per 2nd add. City Comments /1 •.".•..� o . ',.�. 60 Ls • - h j •:.:.:.t a 1.. SEE SHEET 28 / /WETLAND #5A I 7j 9� z \ t 10 DAY SNOW MELT = 954.8 I ; 12 \y/ s mw s?� ° / / 6 m - 26 100 YR HWL = 955.0 �'•'.'.'.'.„ � 1\ � � d. a � A95 958:5) - 100 YR B-B HWL = 956.9 I �� .. < X0(2 jl l -953- ;'!i \ M:nANDCA55FlCADON `�o�s0 LO(2) R m .`.•.'•i.'.'.'.'. eEnAfU aUAUTM M NSD t �' 1`.'.' • , . \ 27 .' ' REIMIAC WFfm wDTM rTrT. sD I \•.'. .'.I.�.. t \ y 1 7 ° �' c6.1• `°m �\ �/ /, I - I I // / -- ..... / MiN. euFTER •oTN Er. b s' \, \ 6j� - Z-28. c sss.oA c PIS LL;\ RSTRULNRE SEIBPLK R. 1] \ \ :..•:•�•:.:� \ /I �.• • EQuiRm AE. eumn 1 a \LL' ^� o MAP KEY Z o PROPOSED BUFFER S 15a.3b { 4 ` } % � / \ ..��.� '-%"�..^�• ••�.��1' / \ -1 :'.'\'•'. i • --�.� � /� \ 964 eSj 62.7 i 1 as 7T / �' I ��;•�� �;- x �� /� •- 31 _ - .. � �' • �. �� sssy- � ' � � � I /J ,,,, 137 S EET WE1� . ` �•' \ \`\? s6 m - 1 62.7 63.6 T �</ 95960 \ 4 - Qt�O \-''•?.'• I /-'•••�-'-. C- 'I�t\�� / 8 1O / / SO Q 96 ' p" I p -_964 �. -, I,� r� �,3 UCTIO`P'^�� Meb �i •\ ro'. ': _.965.0 �G 1965.5 G (y v�o 36 a�aR a k� 23 f\\ -.� .\ \ : j :_:� ::: • j seob 95O LO L0 95� �,° I • .. sszs 8 0 / ° � TRRr . p � / � •. a � / �� _/ / 860. r � ,°as . Y � •V AV � ;:.�..-:-.-.�: 0� / L aso.o sso.5 I I • m 1 ``.-. .'"•\ / ':�"'`: •:•::•:•: •.". `. •... \ 1 7 / I J ISL I a.2z Nov] - 8 4 168 �J16 I I oW WETLAND #5A�. - --- - ----_ ( I 16 •I' z % U� :'� . \ 10 DAY SNOW MELT = 954.8 \ /\\:":`:::":":::":":`:::":.':'.`. 6 56.0 sz.7 \ sea / rn- 0 i.., 100 YR HWL = 955.0 �✓ i :: WETLAND FILL - T ' �• %iT.,. ' e « ' ' ' l \ \. �10 j Y 100 YR B-B HWL = 956.9 1 .. 29.927 S.F. 0 4 ,LAND DLASSFCAD , ... I 1a s D m w :A� RE NQ owwry HDA 1 ra \ a•° �a�•a O.t7', I� N .•h..'! I REQ. Ate. auFs>=RR xto,N rr. so ./.... y.•.-•1 \•............:...y. ,.�... / • f> /ag fi0% obt q,9%, 1 •� \ Mx euaFrER o,x ri. MP AOE / /.• ms• -\ ••-•- .'••----.••.y'•-59 YYcrP�D. Bpi i`• \ �Ao 1RD�/89 1\ -U-. SEIBACN fT. 51 ] p • •" `\ • '+-s -_` -\ \ /�:] / A� BD ER Te / :;: ' ` 10 DAY SNOW MELT = 954.8 r PRQPOSEO euiiER 13e.]b r RETp�p���g •• + ��.:\ 4'•'• -]DO YR HWL = 955.0 YaB LDER D➢�De.° 6„ \ 1 /. ...,... - •j �•� ---JDO \ \ \ 1A0.�2 B-B HWL = 956.9e��e / ND °rao a,D sey -U oP xETUNo aPssncnnoN MANADB z \ / ./ " r FUTURE WETLAND • ( .E,EPND QUPDTr MEauM .. o '° / ds s T% .•r� _ [...-.-. y..'�•'..a REQ. AVE. euFrtR vnom rc ]o Tc s2.a BUFFER Ria 4ss ea,z ids&„ 2� 0 5,�f lT .V�\ A% \ 1 • 1 \i /' 1, •, •, •y/" MAN.e FJEx vnom rr o 6% �;' \ 5. IG] `/ _ _ I . /-. . �. • J muc,uR reAa< s ✓ Tao s] g���o . 1 % , •.;] \ \ %'� REWiRm avE. auvrm� erns BW 59 0. 0 656 / T o d^ s�.-6� �� Ili i \ !" -'--� ^•• 3*�-'- :'�''I PRaPDSED BUFFER � e52 T.Rc '4 �1 R0 °arsRa �Bs� ° `RD# e'a N� Ww \�1 �\rn �•� 6 % �`IV�7 \ i \�\ \\ \\ \ 1 `\\`'''•�i•�/:'•' :\•' :•' ':.'':.' '.''..''.'.'�.'-.'.-'A_.'-"'.' '_.' '.• ' l�'1 " w sIo lia / \\ / /6 33• Ir -I c 98m6 YYYy7. . RETAINING WA LL mD ezD ..:..... RETAINING (BY BUILDER) o�RD ataRes6- TRO- �.T% 7- oa6 \ � \ OUTLOT D _ - / \ \ \ '�-;•WALL X`2 RD852 RETAINING WALL MATERIAL 822�D TO BE PROVDED TO CITY A/ ASSUMED OFFSITE WETLAND AD 19 To. 95 � FL r FRD R° 8%DBao �' 4V fie„ \ \ \ \ Bw ss:o L EDGE (BASED ON EXTENSION i _ J OF ELEVATION FROM SITE) W �.. ,�., fiN���a'• f96'6 16 ��� � 1 t� \ \ :i •i \ \ ' ` .. \�\\ �B �56.OY // /� , / :p ro' I L---- 53.5 � '\ - •,i J \\`•-.'.'.'.T.. / / / / \ I 56.2 EX. N G ,., Ba gk 63,CaT .i3 Qr s� 6- r70�Ih >>*�g]�N �,..$ 2 s •� \ � \ '�•'•'•' Y BUILDER) Zq Ic 59 j RETAINING WALL s o . •�. \ 4 t:":�::::\LL.`._:: l ( 9 8�2� (BY BUILDER) �• B -t ( \soo � \ ss.-.-. A 166 f J / sss•o a //O o mN / �qN o �: .::%•'•:.:.:• � - �: \'.•.�' '-Ekes r-� - .-� I J�6 /sty _ / 36 6A% \ �'. ..•�/.._ - V a °� ` � S S X74 � t• 1.•.'.":`.•.•.•.".•.•.'.".`.•`: /s, y e �H • O A s 9\ \'•• \ I . I. .. .. :.� .-a .r .�.:. LL.'.._. �: ?�Ek54.p I 993 $ amp2 Bp. 10 863p V/- �$ A. NSTALL SILT ,2 AFTER GRADING IS .m \ f.'. .•�.'.'.'.'.'.'.'.'.'.��. .-. �.y�-. ♦� / `91 a ,i eE ,�. % CaAPLETE s / I 's7WD xEauAUTr MEADrIUcM z / I N-13 asvMAN WETLAND ED / REQ. PVE. auFTm v]mx rt. I rJ ee \ OD A o/ \ \ /' `:'::-:.:•:-:;:;- 10 DAY SNOW MELT = 954.8 unx.Bu ERwmN n. w i / 100 YR HWL = 955.0BuRER xtm8 n. to 1 \ 9 •,•� 4 \ /• y-•-••• •\• SIHUCNE SETBACK fT. 13 % / i� oo Q !� I C � m m \i% s - - s Se, 95.- •�.. � / ... ::.:`''-:' 100 YR 13-El HWL = r 956.9 PRaPoao euFrtR sa.szo / r `SOU=9t 4` ,,. sus -:a�•a••:•:•:•.". %.../.•.-.•.".•./ � •�-:•:"�•:-,: ... .�...•�. / Vii.:.......:...\ 0 25 50 100' :::::::�: 13 N 2®I I t2° r 9es 0 100 YR B-B HWL 957.5 • ..� ..".`. �,::%:... > :... j \ ::.�:.:.:.:.:.. �1 .....:....."." �........ . IN FEET -- o 3Po _ f : �Q•xE►i 962 �- r�'�// • •°' - •_ T.\_! _. • • . • '�_'_' \\°,R••_sz\ �- \�D- Dom'•'••'-•-':••'=•'••'.•'•'•'•:'``/ i ! /:"' / % � / ( -�,`\\ \�� \ \l\\ '\_ •'. �:/LL' %i.i."/ i/ \-\\\'�\ \ \ \ \ ` � �•:•\..' v...u". •.�•.•.."` I / / BEN CHMA60 956 ...•.•."..1. Minnesota Department of RTransportation96.0 Gedetic GSID Station No. 93813 (MnDOtm%Vilm ,21 Name Golf). .AND FILL ELEVATION = 974.53 FT. SF. 1 \ \ 2. Minnesota Department of Transportation AND FILL _ • `�� Geodetic GSID Station No. 93803 (MnDOt LYJJII V .7•F• 0,6p9 �gq I • • • • / • • • • • - I -�' Y - F Name 8805 S) J j9�62 I "8 = F e-an I I` i ELEVATION = 966.55 FT. _ =irt, f 3890 Pheasant Ridge Drive NE, R,,•ielone: 7.5/6/22 Rev. lata far 8113, 4 & 5 D E N ALI I N V ESTM E NTS T)Carisqn $Ult¢001hereby rerti y that this plan, specification Print Name: Brian ]. Krysto Drawn U➢1Q 9/13/19PrCi mments 29.environmental Blaine, MNssaa9 QrrePQrtwasprepared6ymeQrMndermy 21/9a0P1Cit, Ct mment HAVEN RIDGEPRELIMINARY GRADING .engineering Phone: (763)489-7900 direct supervision and that I am a du ly Signature: 2 Designetl: eJK 3.7/22/20 Per Clty Comments 1313 Hillwind Road of McCain I •sUr"eying Fax: (763)489-7959 Lic¢n5¢softe Stat of Minnesota 4.9/10/20 PerClryComments Y Monticello, Minnesota & EROSION CONTROL PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd atltl. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. Ci Comments / I / ..>.•.': :'�i. •. �MA%alrBrmUfFEM1°'MxD �rT. / E '". "' SIRUN.D�fFEIt Mp1N FT. _ �. • �• REGUIRm RY£. BUfFER Fr. aj I e - ane aye ene me ane •-� �r - _ �--a ma an Me =fie °Te �_°= ________ ___ _ � !IIS_ --------------------_ 96x_ ----='=96x- - --- --_ No- // --------------- -------------------- �=" ---- ---- $TN QTR - - - - - - - - - - - / 1. ---------------- ------------ _ - - - - -- ; .•'•ii. MAP KEY • / 28 -... -s6p �� �• . 1 � ' 'P- `__ ___ - __ __ •--•---�-=t=2�i•y3�t�.-=r .��' -�- ._. L � � ^� 5s o _/ ae� �\ In \ ��',� � I 38 -31 30 �� 29 /T11IID �raD7u / raD i �< \'' 37 . Iss I � I � 66.3 ' • WETLAND FILL \� AS `� � raD 699 ° / _ � Y y�\' III I II` exs, z 4917 S.F. FT \ GMT G �\IRD 697 �; �� \ raD�:� �s6z 964 �� .; �,'• 1 - \ 3iz .3 jZ III �I�II IL+J II�Is2-0�-� li•r�1�_-7-96o / 9X60 ' • g% I a \ \\•\• gA5• Y SPNGOykW1 MELT- =- 9 - 4 95i6 ` •• /6' 7 d 6ti �IY+d 0 \ _.• •_`LL -36 6 35- T x N I I h ' 9 9660 964.0 �9� .`� � tie � y �, \ QO YR HWL = 9�7�9� �� ' � - _ 1 `ia.. � � %�� 55x � rn� O '•i' � 553.5 96x.5 ` $. �� 100 YR B -B HWL 959.0,' a°ss k/ ° 6iA " 53x in GSI : �'•, \ W I �� LO WO n 262 ` , v g5o!/�, D D ei •�.Da6 0 :'F. II ,1� `73 ` `� e5° .�°`�- ,reD lar• ryS res` 7i.� G g 0 J / 99s \\ \ °r ,s Ro §89,6 a bbb a.9%,3 1� N ti5 �� Qa,2�ti 7x7 '"DD iR •,• .�Q', ���� s \ '�•�:� I I y s �' a� 'i° RET91NIN(, W§a8� 6•. o 6 D Bos 69 o X 0 e x a I O sse sa s s9� $. s2 oP /{61€ 'ra�D'6�Y� x,80 s10 �yY 1 B 816i7�1 ,. 09 D-z6a� - A Tc\6e�.z .,� 6v s°�e� I,DD7:.a iRo o ° 755 ,re a, ag' �• I1 I � �°°- `\ `" \ � N \ r �' `� 'F��� '°rairt'�'3v ° ° o fizMWz�� raps`7rRsD, 752D s8141�pe 0 � \\o zs so ,00 T aj 7. c21 R.6 .� \g 'JRD 263- \�-�8nm"e6(IN FEET) 4 o� iRD a mo ea3're° azPD\ ° mo es,D asx I,'h-- /• "� s/ ^o. \ �. '�'/ ra�ocp ireo ax, D az9 .D 1 \ \ I 1 A v s�� -� II %v/,, ieD a4ireD 844 azz'C�D e17 ID 86�RD 9 .\ msO .. III, \ I I i $ \ p0 °m. sao raD 811 ° °mo ea \_11-.41 °mD ess ° b1_._,% • \ W W€ Isla � D - -e v� � ieo� � � c \•i.�.-. LU III R'�Is \ 3 raD OUTLO�DaaSDF .RD-1,eaD do \ Z;;. D c 1." \ \ / reo ,RD di°f e» eAR eaa • • � `` \ (/� p �\ aryy •.. \ IN•y�e�� I 1 1 J rvo \ / 1 * V O \ \ • •�OiaD aas 39 TIRD 839 ra irtD 906 * tli 0 (I 1 pJrONO •�\.� 6:s / �DOp �. °✓ \ ___ ••ieo2 6 �`� �'� 1 \\ i moi.\ 261 °��' i ( /�f \ 933 rao 9oa ,RD 9D5 °Ra a' 1 - x 9,. ire0 95o • • (�QG \ <? 1'q, e 3S 2 04 X5.4% t7 r �. ' • 9� mo J \k�J $ /I s 1 �0s` 909q ) \ sy • \ H nRp 1-8 TIGG iRo 947 95 rao 9a9eo ,v.1ce • �ogr<no '/�s$ �� �q� .?�Q 69s� '\ W I . '� � I OI Ino a, ,�\ 66 0 � � y - �l�, • • � .$� 14 o /� m 5.4 / 1 / 1 • raD iRD j\fie ,��. 5a% °�'pc \•\ '`� \ ran , Ea iRD ,xD w _ a i DAYN�EL o.o Gj�¢ / s ra aa§ DI °! �. 36 6 ` 6^ \ \• \ m ,�7 / - �• �/ lOQQQQ �R H _ -B HWL = 960.1 I �U�LfT H J� ra 2 9 9a 2� 0 5p. Gs° yk 9630 �•� g / NSTALL SILT FENCE D \ , i�'6 AFTER GRADING IS rn \ 'k _ 3 ^% COMPLETE •\•4 �� �� :••• 5•.. raD9� �� s a5• �' �\ \ 954 • °mD s7a •p @ nto eai i 2 � � \ � N I ^x�1 m ^ � I 4 f ` •.� �_\ 1 WETLAND FlLL .95e: �. \ 91 C Oi no a 6 % 1274 S.F. �a-� �-L. i66 Yt v`'A`" a Oro \ / o �x nC� RD 175 a°a y\ ' `.• \ \ V �% 96z • \ _ ipp sse- k W - H F M . • '. • • • .i / m B`�- � 0rD Z6 �� e �,i i52 5 fSOG` X56 2 SOG s; x ISp • o ` S 5 71 a k off% / 11 S�,OG _- - - �11 9.9_ 4 j 4.7 6�'(Cs/,I o g- ?oe ,� `5� Sp �; G ��y WL = 9 �I 1 i eyp ,a 0 ° 2Lb I O9 SO. bAY SNOWM�L.� s\ EILD N RIVE �NE tea° 2 ' rreT9eD 3 6+ aso r s x� 100 YR B -B HWL = 957.5 __W - 6.0-� -4 827RD 9a eo r. • t Q 3* 52 KRD 9 J B � o.sy� 0.60 z1b c a270/ I TI ire I I ( ° ~ 60.0 954 �} m m i x Rn _ TI 958 Ivi�_ I inl N m N in - - p _ \ '.i 3 - / •'�S _ • _ 9 962 �Si Q/J 5 p 9¢6.3 N N 966; m } 9650 96 .0° °N 5 3 WETLAND FILL -------- •. ti • • ' D 6,6 965.5 SOG 7 � SOG X44 < 2�4 x59 SOG 2410 < 2139 SOG 2 � ' _ SOG 9735 S.F 1 3 1 - 4 AND FILL • •`• • Ga �y�J� 67 I Lio . • .. / ... • . m 0 . / 65.5.`FRD 964 962 C2.9 nl 82 85.0* • • • • • • • • •-_I'__�-int. �,-,--.-.-�_.-�� I RD'WETLAND FILL \ i I Ro 1 0 WETLAND FILLI 4354 S.F. 2002 S.F. WETLAND #3 (MANAGE 21 I _\ 10 DAY SNOWMELT = 959.5 I , _ ! / ' 100 YR HWL = 959.6 I _ - _ - - - -- - -- --- 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for Blk 3, 4 & 5 D E N A LI INVESTMENTS C� r�SOn viron SUite 100 1 hereby certifynthat this plan, specification Print Name Brian ] Krysto Drawn ➢1D 1.9/13/19 Per Ci .-no s mental glaine,MN55449 or report was prepared by me or under my 2.1/9/20 Per City Comments HAVEN RIDGE PRELIMINARY GRADING 30 • engineering phone: (763)489-7900 direct supervision and thatIamaduly Signature: 2 Designed: BJK 3.7/22/20 Per City Comments 1313 Hillwind Road of rveying Fax: (763)489-7959 LiC¢- Professional EngineerInd er 4.9/10/20 Per City Comments Monticello, Minnesota & EROSION CONTROL PLAN McCam 5° the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 41 .'son-cain.Com 6. 5/25/21 Per 2nd add. Ci comments GRAVEL ---- -CONSTRUCTION CONSTRUCTION NTRANCE ----te-r�-=----- 98<-- ------�---< -s ------ -- --- -� ..�-- �--- a - --_---- <--„.5--7=�-e- / I I r�,�*�H-�; I�• --7-0 --- -o35 a9� _-= - -- - -a-.-- - --------- --------- ----- - $5Ti� T-R_-E-� -E _- -------------- - ------ - ------------- _----�-_ - --�� - ------------ ------------------- ___----_r--- - ------- - -.- ------------- MAP KEY 28 ... • • LL -- .� WETLAND Fl e S 38 31 29 60.7 64.0 68.0 00 68.0 63.5 m 61.9 81.0 61.0 81.0 61.0 ---- 81.01 62.8 -EX.6,.2 • 4917 S.F. �\ -_-77- ----- /� --- h II CIIv � F 59.7 --- - w 0.1r�--� r 342 9643 ao z9 340 2 341 g86 37 335 , ,, / 6; 338 339 344 1 1�.. 1• • .. -_� 6 j l w l l�3f 337 5 6 343 Iml 334 20 \� I Ih, 966 l 1 2 3 d 4 dd 964 7 8\ 9 19 �I II I I'll 26 •L 1� _- 962 °� 2 e a 3 9 r� ��sl W o0'I t-- r -- �t--� rt Jr(95. �-I1161365) /(959.5) (958.5)5)(957.5) (9595) (980.5) 1,iso "I LJ _4.5LO(2) LO(2) o z R R R, R R R R R/ W i 11! t � J LO WO 262�` 35 -. -3q�965. G 965.0 1 9 5.0 G J _ 9 7.0 G G 98 0 II I'I� G 966. 75 G G 9 7.0 968 _ G 5.5 1 I_ %j- _ a I `n -- J L - - M o �, �� 11J L }e66�1 �L� i L.ui -- - - - - 9s4 968 �a 1 -� 1 i1 �/ W: k / v• \ 1 i 67.4 64.0 64.4 64.9 64.7 64.1 63.6 83.1 964 62.6 62.2 P 42+73 63.0 64.5 85.8 X7.2 -� 'oo' / / .9)�O �o s . 2 4 16 41+00 4-v ' 1 1 I ' I •� 69.2 e \ � ms s. nn ELEMORF�r�aL _ NE / 9001.2519 /- �_ N o ae. _"}�_�- oo ------�__-- 8�°8 --- \ 8. �0.69• 888 0.60% 9=� I 1.6o°e / 1,•��� \�°\\ x 64.8 63.8 62.9 62.4 62.5 64.7 67.2 I I Io1ltl1 64.0 64.4 V.C. 84.3. .. � 63.3'..r-�--- ------------ ---� •, � �g . \ n , (--- � 1 r � 1 r M: 1 r No 1 � � a , - - --_-_- .• 1' I � \� ss ° ss`\ 9' TC `89.70 � \Q � -- -------- - ,� r� \ 63 ` Y 966.5 `F- 5.7z II 1�% I I/I \�9• fir- cv r' 741 34 0� o �I I1 r />y \ G I 96 . 0 l I I I I I I �-_ ro °' � 0 30 � I � "� i �� T `�. J •� / �Y I 958.5 959.0 959.0 958.5 958.5 959.0 958.5 % / I of 5.7s J �1O' °' Q _ _ m -L �� I u1t I �s.6z v 69.e �G \ - V / M 958.0 958.5 958.5 958.0 958.0 961.5 961.0 l/I) _ _ _ I1 1 4 07 i� \ \, / w �-�_ �L�•��4_3i2�• I•� LL! •�4-33� \i i Li434iJlL45561_3X7 � 3 - -�-6.9x Is, I (� �1� mol oe ��!V �6 ` `�1.� `�9O�ayi•,' � X43 23 21 246/ 26A � N--. 73 29466 ------- -7 % �� LLNaal,l a/ /I W INSTALL AFTER GRADING p COMPLETE �°°°f•D' \ \ y`l S / �V• A' /6, p H L �0 b i � � 6� 5 4 / ,� \ T 5 °°°'/. • 376 ^\ �°; .P°% ry 3;��m ` i S•zx c2 ' 1 _ _l j e"1 " / s 16 �'372 / N 28/ '� r 1 A�cN T K °�°` �^ X10 _ - i 6 / ti h I 1 �� 1� , 9h0 / 00 0Y. a-8 1 OUTLO 6 0 P \5 O / •rpyW p 4/ y �� \ ,�' S0 00° %°g , . \ \ < ye�y e1 \ \ ''a � , m•> �\ a v ^o > � /� \ � � < �' � ' � 5 2 ' - \���- /% e4° Ri �=•3��\-\ 90121 G\\\ \ // �/y! @6; ,�\\\ �b ,'900 �O // 955.4 i 'peo�o°°y°ry°v�/v q•-�•° 37 / �y 3\49\v 9p WETLAND ND FILL j43 1274 S.F. 955.9 962 67 50 954 9ss. 2 S v v 9yb v ti _ v 70 '< 6 / �� as ok 11 OG 1 � oea�i�/• \ \ � 9 I �1 '`� ys• � �y-- yed 9yo � \ / � / o, _ I lk 580 ^ �bby w°° - & `oma \ , - �y \6��,y6���6°S 0 \ \0oG\`o1j/h^�S�v �1 N 351 7�/ b`pah 1 �` ` �€/ � a ry. / ;��v �\� ��`I�• /. �II ��sr• 6� � 6RIVE NE 369 -- -. 6� 'K2 I �c / }� ��.y vv �v •� o✓ � �v �pL y v v, 6368 > /,, < 8 /; v �. � •�� � � � ��" '� �� � � \ < 0 p , \ ro r \ \ 9yy,�0 \ / � \ \ / / i ON / / I • e i a M 0 25 50 100 � s - - � ss6.o I 32k e �`L1 367 6 \ 9�' �1 f \ \ l / sm�,X41 :. 24 � / � 6 v �o � v �o 'i I \ \ . O y,l �' 9 \ \ L t,% 126S96.3 0G 247 SOGN FEETb � p f �` BENCHMARKS 354 v v 4� ° byry' �p y `v Ery. dam(a \ �\ ou6 �y \ G ' '�� \ �! 65.5*� n 1. Minnesota Department of Transportation v , �� •y $ (T, �/� c,� / / , n • • • • • Geodetic GSID Station No. 93813 (MnDot Name Golf). \ \ S) 8 / / \\ \ 90v1 /� \ \ // /' S5 \\ \ \ 1• \ / /> O0 �{ b \ �y • . _ �..�- . " tRo 3wo s_ K - ELEVATION = 974.53 FT. WETLAND F. \ b \ X \ 9 \ / o* ry ��° •/ /j 1"I �o ioo1 ° 2. Minnesota Department of Transportation \ O ^ O \ • / ) li \ -� 4354 S.Geodetic GSID Station No. 93803 (MnOot s 5 h. 161 s b 6 \ \ OLgy I 1 \ Name 8605 S) ELEVATION = 966.55 FT. / ''/�, ,v s°;\- \ � 996•x• / \\\ '�'`, //9356 \ \\`\ 9y O \ � �- / �� ,ti �\ ,,\ !°hh Popp � I � �'� \ \ 360 / ` \ 2 ,//.o. \ 0 �y$� 0A3 / b SEE SHEET 32 3890 Pheasant Ridge Drive NE, Revisions: h 7.5/6/22 Rev. Tots for Blk 3,4&5 DENALI INVESTMENTS 31 OCarlson onm Suite 100 1 hereby certify that this plan, specification Print Name: Brlan ]. Krysto Drawn ➢1m 9/13/19 Per Ci Comments ental Blaine, MN 55449 or report was prepared by me or under my 2.1/9/20 PerCIt'Comments HAVEN RIDGE PRELIMINARY GRADING • engineering Phone: (763)489-7900 direct supervision and that I am a duly Signature: � 2 Designed: BJK 3.7/22/20 Per City Comments 1313 Hillwind Road Of McCain I's°rVeying Fax: (763)489-7959 Licensed Professional Engineer under 4.9/10/20 PerCRyComments Y Monticello, Minnesota & EROSION CONTROL PLAN 41 the laws of the State of Minnesota Data: 4/5/19 Llcense p: 25063 Data: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments 'BOTTOh��o9 �: 75�h /// /� M_------ ---- —_943_------ /Oo / O INSTALL SILT FENCE / o °i 1 � (�• I/ � � \ \ � J 347 COMPLETE 6o yro � \ \ � s / ,V oA• /fi O 0 L WW � m �i� � e° d' ay°g°°� :•• 366 k^`'v 3$ vW \ ��o%%�, x� d ��'S\ 372 'i 9ye,°y28/ , 348 e�� �°� 9Te377 \ ` g _i ,�� I 4 / o ��mI r �. �/ 10 MAP KEY 28 OUTLOT K �o° °` ° •` 15 �� �O 6 � � / � •4 / � �I i vW � °� 9� / 1C0 YR � �• o° Q 38 -31 30)\,29 = 953.0 /MELT = 955.4 �3 ` WETLAND ETLAND FILL NL = 954.3 71 1274 S.F. HWL = 955.9 2-7 9st 37 32 — " v / �•h o � � c ab a � � �oo0 9v / • 379^vo v _� v �, ` �h6 9 > `v / `vv v� �'l W 9 a q C _— •\ \ghh•y I x \ /' / / 000 0 p o SOG 252 �} \ 70 6 ° / Ilk � hP?'oor°°/°� / •(`p ^\ � g oo �/%' ` i o \ —' O�q \ �"\ /'i < \\ oe/ 00`1 `, \ ^ .. / j p � I Ali �� nh^•j•�9e oI �-- - 5 p� � / / °09/ • JfJOk \ bti /� .96N \� \ \\ g61 `\ `\ �g� /' \\ \ pAyO `� 11 a� �96N� �- 351 ; m 1 4��� Po •.. 369 /> y�• < \7 / \ \\ e / �T p \ ��It 0.60 - EILD N 2.DRIVE —N ° yvo;�d/�3�'1'�'� ° •�'S . ^ �' \ �lg 6�0 i \ \ 25// , \ \ �' 6.�9hj1 • \v / 6' g Q h > \ o° '°' 11 � \ / �o ro^ \ � �1 �' \ ` / °/' ` �°' ��' h °ti 6 O a•p 270>I � o 6 / h�• h i 368 > ;9• ^ v � ,4 W \ \\O •s 9 24 / av / ce 6'�J • \ \ V 6 °oV// •' �\ g \ 96 \ \ �' � \ \\ /r O \ G s `�. �_ - vi '°'�'/��• ^ ,' �� °vim `; ``L1 ` 367 \\� \�' \<g6y0?i�� \ ,\ � \; ,� �° o �9 �' 9 \ \ g `Vl \ 0 p \ ! / 9 if ° $mu% S0G N4�7 SOG X44 w 23 \ ^ \ �O eN t ' J ^ l S'" 3 LU 1q,/ \ / til ` o % 6 1 3 1 M \ v � s �j�7'� 6'/ro V` • `+ � 9�'�o' i,�, \�'� ` / I �/ /y °' '• `\ \\ 10 O^ \ \ \< ` g`'0 0��` �� s�7 �fO'� \ � �• � g'oe,°jo /2yi C %/ • h9 65.0' O`�71 65.5' o 3seJ ... a., LU ` \ /® 1 \ ghb m / 6N �� \ / // I �Po iooi 1 43! I = y O \,`'e"' Bok ` 65 ,`G°^\\ \ �.O 6 y \ sg �� \ \ G \O �h /i/ ce--•—— °� 272 / ,•o a',�a e / \ �.f ,�,""35 2 •%°�, s°g I loci �� o^ 4— p� U / '� Oma°h i \` ' //; \ `< a`�•O y ����\ ° `\� \ \/ 273 f / yy I I°°1 II11i I��II I\ m"�• � `` �/ g0 s• \ ` \/ /' / 357 \ \ � G ` \� o f `n� 9 � �� \ � � 3 f /, I l°o I A I I I \/' s4; �� / �� % 1 3 � i r \.s�) e' � Ng v �•� •, \ � g4j�y y�\v�4`wd° '��� �� ,/ I �o� I � I X363 ,/y�' /�-- , A V •r• ,� °� < '� ` °j /"i 5.�r c$,h- •,'• ,/ I I hot Y+ ! l j oma. `v 1 a g / ' ` ' Oh v �� `so \ V y eS• v /,� , I I Igoj I I I I 0 ' '� `\ / i% ` \\ 90�• \, \ r? O W0 /358 �4 \ 96 9 v eros �\ O a 362 0 `\ 96h ��'/ s \. \ h \� '275 a,/ � J 18 //, / � x py, \\ �� ,�$ i\ \ g4jhyso �` \ 5 �f•' °e�° I I I .j II�y � I / gk�276 \\`\ %b°°;�'°D\ I I'e� I TII r ,I 8+oi �� / 361\> / \ Y �jb ro� \ o�p \ \ •%i,i'S� � � � I°°�I III I I��� $ m I W � W° I 1 � ' '359 —fi vv ,/ �<v, � ,� ya 9g�� vv vv .• �� f�' � I 14�d I � 15 0� �; 0 277 � ���' /�0 POND 500 I II 141 IIII 11 7f r°� NWL = 953.5 °°f 10 DAY SNOWMELT = 955.9 100 YR HWL = 954.9 100 YR B–B HWL = 956.2 \ \ /' / / \ \ .�� / 'y ON \ \ 09'4- / \ • ° °°Oo°a 9S0 6 ` I II I(\\ I 36 ry / a /�; X278 �, • ��, ° �°� \ I I II g �$ I 16 8 // / ° 000000000eoeo o�o�oo� \ j I hll o� ��� ��� >�� � °JVQ / o �00 �� `v `J e • � — — — — 'i°c.'��,� o'a v vvv � I I II -°P I III IIIIS� /27H A I I I I l II ,Ig II �•s / � �J ro / �/` \ g ...'.'.� �. ALL;... A....•.......•.•. h .. . . .: i f:• t '• �°°°n _/ I I 1\ I � it p \�/ . /. y •e•.t. �y • to :� ¢g°o°A \ / °°ri it I `(I€` X280 �8 F'.'p�/ �vi % ti 1 � /o"� y/' ,.i. -_�.t •, •e' � �O'a°°,`� oa�•��°o°o� `9feOiJ / / %. / / 984 Vf`•ifi2.7 J 10/ • f 1'' ••_`i.�•�. °9 �\ � / /\ � 198 ,Q �w � ��� � � � g •� ..i. \ � • •'' � � _ � I III / r �/ S / � :% :':.�� �:':�TCBT:..deli°.'.•-'`••. x ll 389 / E\ i i N `` ` `\:`::'.....ALL -` `LL • • ; x o s7.o I jll I 3 9ss7 �0 `�' V l.. • +\ ?o X281 WETLAND 47 J 1 NWL = 953.5 INSTALL SILT FENCE 58.3 COMPLETEADING IS I \ r I I I I /I 10 DAY SNOW MELT = 955.9 FTER 100 YR HWL = 955.0 •. \ I I o± — — SEE SHEET 33 11,00 YR B—B HWL —1956.2 3890 Pheasant Ridge Drive NE R 7 5/6/22 Rev, lots for Blk 3 4 & 5 N 0 25 50 100 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDot Name 8605 S) ELEVATION = 966.55 FT. Carlson Suite 100 • I hereby certify that this plan, specification Print Name: Brian J. Krysto6ak, P.E. Drawn: UUM leg/13/19 Per Ci Commence D E N ALI I N V ESTM E NTS .environmental 8Uine,MN55449 or report was prepared by me or under my 2.1/9/20Per01, Comments HAVEN RIDGE PRELIMINARY GRADING 32 • engineering phone: (763)489-7900 direct supervision and that I am a duly Signature: /��{ y-- Designed: eJK 3.7/22/20 Per City Comments 1313 Hil wind Road Of McCain I •sur"eying Fax: (763)489-7959 C¢n5¢dProesSionalEngin¢erund¢r 'T 4.9/10/20 Per Cl Conn Y Monticello, Minnesota & EROSION CONTROL PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. Ci Comments '278 5.59 .I e� I \\ / 36 32// A /e�.•� °oma \ I II a gaoi b° 387 \ a� ✓ I s$ \ 16 0 �" od �' 8 // / °°oeoa0000000000000... 00 Nil i6 +v I � ^ goh h \y� �\_ � � � 0�- o `� e•, � � �o � \\ �°%P I III I �H 2+ o. \ � �„�' 7 s - o. _ O �� z , \ �o Y boo \ • V ' \\ Se \_ Y P 00 V$ 0 /27 2l 5.828 96 N � � �m L• � '� `9sso � / �° � ,� e7� / �� ��` 9 / -::..� s��. v �°°�� I � le �`;,I I Flo '�� o� ��\ y'I II 388 MAP KEY / / � S 3 �-�,o\N� / /�' �`F y .:!'.'."." ! !'..-`♦ ��oD ��_l I I `` ,ill I frI /.'.'gSAi-•.!i%%" \ II' l ii 88 31 30) 29 Ir- roor ^ - --7 -•� 6' ss / ' ( ��� h 280 /m �' .'•':�� / `•i...`°°,°�`°°°°oma as, °d� - I I� it^•Y -- I 7.sx p rnrn\ P ` \ / \ / At �m ,may- :':Old ...::..,�.rr.•. 416• ° S' / ' :`:.�( to e \ , 389 E\ c .t.: ' ` 3 95a� LO % / �o C::.:t • • 1I �I' II 36 433 s `� 1\ r I° s>.o WETLAND #7 7 oeI v A 11 I . oo� 3Np m�hohyo Z1 1I 1 p�°a` oo�°� Ii II \ \\ s flp'`mooao° °•�� °° \d. �• `�•/ L/ A`Fz.T' E ,- , \ J / ./7 I _ \}Imo,'!I\,I '.II I 8 Iw .� II / J/� / I I-' :♦ NWL = 953.5IINSTASILT FENCE . �mIl I ;jIIII Is�Il I / RLLGRADINGIS 10 DAY SNOW MELT �955.9 41LETE L- 100 YR HWL = ss.o 1 0Z B -B HWL zz 1956.2 3��U 5 -r-ON A. 1 I1 °o' • • • • • 61. _ i S/ REg. ASE. mfFEit M1mH Fr 5p ��� db I ° r --t IooIN 1 a0� 'b \ ,• 3 J 83.9 / - ����i� % MIH eufsrR aioll�i vr.. wo� I I3WO2 �� `° � e `I X -1 / •i•,/ smuetuRe se,eAac rt - � -< gop I �� a 1 ,•I REauIRm AVE. mmx l' IIlI -282 14 sHIlI cua I 3 dga \ �go \• 5.3R �� R : •4, `. ,. /::.:..::.:.:.:.: I Il !i I §i _ i I (,a°I \ \ \0 1• LL 1 �, 6.OR, • s /,� 'g�1 h 10� Z m�8 \ i'\ .. ���` �. . .A / .... .. If q 1`'�@. `-` �`�`'`-`'`'`-`-`' , � °';,25 1 0 \ a. �� .,•, fkS4.. ..r,.......^\...` / •........ / la I frI ........: 3 °' to°y � � 1 � � w \ ,, � � \ s Epp \ 2 •. ;J6.Sa.e_-- �. ".:; .• �.�-- ... ... 4 r I god $� C \•0 1 / \';.. ... _ j Po�q I \off \ 1• h�°h \ \ S i / • --_. • - 55.0 ............... I j $ 0\ \ /' /\ 28�\ l - / �) ♦EX� •LL. X.54.7 57.8 m I ;/ frI 3 r- \ ��-\ • • - / I jl II c\y �o � U ;Ih / � \ \\ � e� \ \ �' �oiDt��O \ ,, \ s� � � I I /r 8 I � _ • 956 • • , � � . I 4' I r O h� 41 I tgol I i / � \\ s \ os _ � � \\ r--5- I-2$�-•T• •-� �-�• III �j ana, OUTL T K \ a39 \ ' \ / i\- dy aseo I ' �� i I 6 r--2bb �l$ 24✓�-�---� ! -i-I M - -- r oo°� I / / \\ �% ��+ct• % � \ s3 �yl � � 1 _ I -It-4965 .0- WO II I / I LU b°° a \• \< m�% o \/ 5 4 ` _ �� I - •II `'III 2 6 I Pop I \ �. f\\SS'S l % / M \ �z"oa V• . 82.8 W y I 4 y / POND 700 / w _ ] I 10 DAY NSNOWMELT 0 955.3 \ \ 'se eee° ea\ t 4 w 84.; I \ �°oma \ 23 27 � _ 81.9 --+-�_ 100 YR HWL = 954.1 \ eo° a E�$ _ 6/ .°° \ 32 \ M \ GAG% s Es.a ANE ,63.9 I I -� 100 YR B -B HWL = 95� \ a��\ �/ �Y / 96a-- - EL e NE I I/ \/ I Is 63.7 /? �°o \ / `s8•S / .1 _ se2----- .Ro eo a o0.6 63.7 o RB ko z • I I i t 4 395�� 9012) • 22 8585 397 I ST.o 20 / I frI li �. \ o�. \�• _ r,, ow '-1 M p /4 } 1 R isq,z ao o .Ao IaN I ml I I I 1 bp vIz N°_ 6 _ 4.9z � \ pp o a ---� pap °' m`\ \\\ �1 52� I • / \U /� ` \\� // m /-� €I Iv •I P 8 N I \ \ \ \ - --�/ `\ \ 96y9� vm�' / �\ JI o \� d� II 5 .n' i h I If 464rg 40 18 S �I -+_ 9 ► � °o� , -- � ,-- 47.D -� °g° / \ \ ` � \�-� � � �� 290 2 e°moo o°°°°°o°o° °-- •/�• \ 0 \ 6' ��j v<- II J J• ogS7 \ \ A'I. -oo oa o 0 o y°�y°° Ps°a°' -ter•- \\ 96� ^ \ 956° , ` 9 !\� of / / S `/ � I I SII e40I0 \\\_51 \ \\ �0�4 G l /'~� \` J \ \'syr I 0 25 50 100 �\ � 5 4 ------ 48• pkv -.3m y 'n° � INSTALL SILT FENCE P r �\ \ �-T � x'407' 0 49.5 2 b°'° 4N� 402 AFTER GRADING IS -I� v -�, \ \ G o 0 t oo/ iii»> £I \ °O o ° COMPLETE 958• \ . �/'� : / / � \1 0 �J' �NJ6L °a°' °_ so.1 a o � a' � � 1 I I 958.0 958.5 \ � // I, (m FEET) 3211 1 959.0 9W0 W0�2� \ } E \\ ��hq° \/ - f I It",l si BENCHMARKS 40 \ � -°�� � 958 I I. L� 1 � 9 � \.' P / \ \ 9p7 /'i/ \ hh1 I II I w WO 1 \ \ - 6.�¢ 1. Minnesota Department of Transportation \ /. �,� \ 404 1 u r5ag yy see.o r v tl /I Name is G I 4� 11 S 9 G 1 1 G, ''/5 y/ �,, 291 I 14 I III Geodetic GSID Station No. 93813 (MnDot lk 9sa 13 s 1 \ gV \ Z 1 r 99 g�.501----� 1 WD 1 1 - 1 1 1m ----_� 1N 96= � �% gS \ �\ 6h5 - \ 3 // 1 I I I ELEVATION = 974.53 FT. ,!` V� N_ \\SII-fI 95g,G � g5$.G �, - � - -_ J ` 83.3 z � � /C� \ X `,�0 � � ` \ / ; I I �I 2. Minnesota Department of Transportation ./� W0 958.$ 955.5 1 1 1 63.9 'Cq, q,'� `\'p X \ `r' \ \ / l I II Geodetic GSID Station No. 93803 (MnOot (/ Name 8605 S) \ PPL)( �) \ $\ / 5 J B" \ WO /8' 45 ' / \ G \ 9G,1 i \ \ \/ 55. I R I I I II ELEVATION = 966.55 FT. G �o�-_.----�---�` 966 _ 1 11 1 ���- 6J.7 g8A \ \ 1e� \ VV 292 II 1 oS J L i- � '� � 6'e•_ 83.5 34 3890 Ph¢dadnt Ridge Drive NE, Revisions: ]. 5/6/22 Rev. lots for BIk 3, 4 & 5 D E N A LI INVESTMENTS 3 3 T)Carisqn ,iron BUIL¢ 100 1 hereby rerti y that this plan, specification Print Name: Brian ]. Krysto Drawn l II t. 9/13/19 Per Ci Commen smental Blaine,MN55449 or report was prepared by me orundermy 2.1/9/20PerCity Comments HAVEN RIDGE PRELIMINARY GRADING engineering phone: (763)489-7900 direct supervision and that I amaduly Signature: 2 Designetl: eJK 3.]/22/20Per City Comments 1313 Hillwind Road Of McCain I •sur,eying Fax: (763)489-7959 C¢nSedPraeaSiandlEngin¢erund¢r 4.9/10/20 PerClryCommen Y Monticello, Minnesota & EROSION CONTROL PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments 4-- C' d°' SEE SHEET 36 \ a \� 4�' ��� ""g SEE SHEET33 I 9u �6 � 411 �oa 1 \ `\ ` � < ese�2 �/ '� H2z+ 96a - -�-_ �mi I 1 Wo 6.o-�� I •I' �I I II POND 700 � � `� \`. /\�SSOS I / M 9 ro � v.• -- oe ' I s NWL = 953.0 `\ 5y `\ `\ \ � 394` / /� y. ` _- .• . • . 6J.2 --J � 8 I 1 10 DAY SNOWMELT = 955.3 \ \ ` \�23 6Z� _- e 100 YR HWL = 954.1 ` \ \ e� 32 i M \ g ESS Es.o ANE II I 28 0- 0% � � � -` 63.9 I € � 6 E 1 .+ . 100 YR B -B HWL = 955.6 \ / \\ \• �'p / 964 g gal ;I I� MAP KEY rn N oMJImoV •A \ pa--A� ao.a II �,I 410 v«o I e '°�� <�o ss50- see-=_ --��- �a.s' 63.7 TPC o aReAo2�° ae 6 L4 II ;j 38 -31 30. 29 6sz 3 7p ; 9� °� • Lo -s64� 2 � 96ao I� % 1397 �� ^ - � 'II 7�x - - -- ( In �V ��� •• / / �r / �� ,� iP la t�TPo to Ac lain I I I -� II 136 '. 3 396 a I I II 0 3dare 21 % p9 35 :34 1 gA, o 40�eon 464 o qa \ 18 I .o � N oEn I g b°! \ \ \ aa.6 _� w . \ \ �' \ \ `rr � � opo• / I I I I u -�- � � o� 1 ` � � � �_-' azo �a -•�qgo o��° a9 / �• ` ` \ 1 �-+ � � � °�o° \ '�I' 1 ��' �°ads ��--- � �� o 0 o�op°o °°.NWI. �- ° _ _ _ � � 9r�A • \ � ��1f1/� \/ \ice �� sem\\�\\ � �� � I I I\ I �I 400 i \ 4 48• s INSTALL SILT FENCE r 1L \ \ 0ii• v / ° 402 AFTER GRADING ISt- "b o� 49.5 0 °„$�°�' COMPLETE \ 9 8 ` j* 1 _ 11 i 958.0 95 �" 32\ 5 958.5 \ 0 V / .5 •S a, i / °-.o��>a,v o ��' 958. 2/O J 40 • - 9.09-0� � 956 II I' 1 1 � � 1 959.0 WO i e 404 291 I �� 3 / I ,7 w e:o �� 9580 Hylar p 5 g 5 \ 63.9 � � •i� �'3 \ / I � \ I� !I �1 0 I I � G - -! 1 g _.- - - _ ° - _ _ r✓� g17 I I I 964 . f -i- 1--_ 966.0 0 1 r 4 " - \ 292 Lo six OOs h K J 1' 04'� V•4 �� 1L 63.0 rn' \ \ v`O�9 \ \ \ ."F / i / o. - II i I I I d M � �$ 63.1 �- m� - J L � _ � � _ 1 /I 8^•- 63.5 _ _ �K � � gh�g \ \ (% . L. ,o. ' 57.5 I i1 I I I frl _ � / 9s, tiM sZe 8�` ~_�_ �� �/' a '� o� 64;1 `, :� � 1 \I I B. I I \ 8.0 \ \ ``10`Z� \ \ 293 � ,/.' •yy• -.-..-:�:--:'-•..•ri`�"':::•.•''-:.`:•:•:':':•:•. II I I I W h' 'Y --I- .o o : '\ \ I I \ `7, g59.5 \ \ rj/ // :.e .: ri.;.�......i.i..'.•.•.�z .=. i .... II I' I LL1WO WO 9e�` \ \ j , �;�-'•-.. :.LL�`:_.�:':•a: I sl \ \ (� �p C k 1 / 646 (' \ 958.5 \ ` / /..' ::a:•:.:::.:. I I' I II �2� wo 9 956.0 \ 294 S)SO / / 9� I \ n �_-_ sa.z �N 1 e• 958.3 '1 J I I L ___.J \ �- 551:- ... .`.�'.• ''II I �I 303 s I _i i �< �i w0 g56 _1 J II, I L�Y96V 295-� 6 :• ` :::�':�� ::•':'':: �I I I 15 10 / 959.5/ \ \ L-297 II - 8 o F9557 :• I Ii I' I SI 7 I \ \ I II WO I 0 _ \ \ _99.--� ----- I _I _� �-'S � :��i.':• .. I I I .I ss6.o WO w6.5 2 s3oJ .3 54--.'.-'-----� 5�4.80 - -5�5.7.� EY 56. �l .•+!.i•'•,..'-...-'`..`•>`.�`..'•...--..-.'. i1 �A' i III />1pII 958 Ilk GI I I �_ -�J ! �I I / - •s4,5. ;.�•.LL.' II X55.5 55 I 299 y 1 a •.16-:4444, - �� - r - I:e i•�::':" 54.9. _' J L-- ( I-�_�-1-2� \! I ' j-- 'a:••r� ��-�-� :-1-: ' I .i.;.•.. 54.5. . ��54.7 _--J i- - 1• • 1 I I I ._..:.�. 4-��. . _��I I i/�� 5'j3 �./C: •�• .�•.. • ..C.'.'. I II II •'�'.+'iq;ri. .54.7 - -__-_J -��� 5�� .•.ir •••�... •e ••� .:.t.:.-` iI I III ! 54 55.2 .'►� i.f. • t • • • • • x. s. .'�`:•`'''-``` --� ��-f-��L`ai ;.i.i.;. •.ki- .55.0 �1. \�'. .'!� ...,a.•.i.,...•.•.! .....:.::. ... �-`-'�-'-'• I f I III II WETLAND 8 OHW = 952.3•:•:':`:• ' 100 YR HWL = 953.8 �:�� LL :'::%•:•:' I I I .-a CEAsSIDCA . EXCEPTIONAL•••f'•'•'•'-•-•••••••••••'•••'•••••••••••••'• 1LLLL .' h REO. ASE. BUTTER N1DTN(FT) 11 /'.'.'. Irv? I II/ 0 25 50 100 M-CBTTURER MmH 1. 110 ./. :•: •. E 00 siB a ED / /JI REWI.. - BUI-s 131,222 1 �• I III I 1 ess 111 • • • II (IN FEET) f I j I§I BENCHMARKS OUTLOT L `-` I.•-•-•-'.••••`-`-`-•••-`•`-••••`-`-` -•: •: `,7'•I '••`'••`-•-` ' II I ,�I II II111I II 1. Minnesota Department of Transportation Name Golf). Geodetic GSID Station No. 93813 (MnDot ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDOt s°I Name 8605 S) II I I II II II ELEVATION = 966.55 FT. I I t!€I �I �>�I I II ia''rvll 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for Blk 3, 4 & 5 D E N A LI INVESTMENTS 3 4 (� Carlson vironm Bla 100 1 hereby certifyathat this plan, specification Print Name: Brian ]. Krysto Drawn U➢1m t.9/13/19 Per ll Com Comments s en al Blaine, MN 55449 orreport wasprepand hatIamandermy 2.1/9/20 Per CityCommens HAVEN RIDGE PRELIMINARY GRADING • engineering phone: (763)489-7900 tlirec[supervision and that]amaduly Signature: � 2 Design. eJK 3.]/22/20 Per City Comments 1313 Hil wind Road Of McCain I'�°rVeyin9 Fax: (763)489-7959 Li-ns¢dProfessionalEngin¢erund¢r 4.9/10/20 PerClryCommen Y Monticello, Minnesota &EROSION CONTROL PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments j 301 _4.8R I o� " I� W 8 m SEE SHEET 36 \\ 1 °9z 1 - °-------- szgi • o� o _ \ y� v 26 I � mrnrn J �� I �/ � i�A -� X08 � � �� \\ � � I•,�,'e � A V 1 ���' 6�•p �, y. j / / -- -j O m 140�� g°q \� \ Bon ,6.4 °� \ 18 \\ \ �.Q G /' --�- N o� 1 9 dot v A ° v v \' S o 27 � p NI c�ilN <8 ��'� 4°oqs \� i'°C� • •400 5, ��- 1 / I 28 1/{' Q ,, ------------ 956# -I� �F�' MAP KEY 30�i 11 OtT O -� m 1 \�`� ms`s \ 'ye - 482 tea./ Bio 09°= INSTALL SILT FENCE 401 1[� /'\ \\ ` \ \ �Q ° c 4Q3 /� 40A ° 402 AFTER GRADING IS ' 38 31 29 30 , ✓\'- I ` ,, ��p 1 � ,��• � � /i 40 - - - - � 956' t. � 1 1 - \ 955.0 WO W0� ° /. .. � S � � - - 404 37 40 t1 g5g 0 1 1 i g 1 3 8.5 �\ - \ \ u•, .. 6 % � a�rw O � \'9 ( /,� 958.0 I r -� -1�� I I � I � % �0�-\ // �, w s63. ss.o I I � s5s•0 i t - _� � :r- ---- 63. 9O(2� � . �fi/ 8 8.5 g v 1 6 v 1� 9 1 1 7 N7 s22 50 G I WO WO 1 tl t `xJ 5\ /6'S ° \ 95�• /� - - 64. -3 • 292 L B I C 8 4 \ I 6 9 I s / 'L6 ( `p .y O �• -_ a �x yI �;� J L - - - - t /' O'm- 63.5 _ - �ae�- I � �•. I � S,`d� CJ \� / \ •S _ 63s- ! - 3O� / \\ \ta+oo �i � I 1 e� 293,/ \ 1 �1 �•� �\v / 9s4 •°ex � s25 -�g1-�� /�' 6 ��'\ � •K _I. I- G .0 I I \\ \ � h90 \ \ rJ / //•. .•. 0r'g.. •. /\ 63.1A? / / x \ \ 6 3 I WO 9 \\ \ r INSTALL SILT FENCE p 8 AFTER GRADING IS N / 958.5 l00000000°w9 COMPLETE 9 �? 1 ry 9s4 / O 958.5 \ \ _ ♦, I s � < s Se i �-� � 63.7 \ W ssa.o 9�•0 \ \ 294 M w 296 J I 6 5 ,.•r.. w 1 � � / J I 1�---- I I � .a.. INFILTRATION BASIN /40 0 \' 303 I I 8. _ �_ I I 1 V'� _ -_- _.� - h• •i�,a 2 BOTTOM EL -952.5 >a /S. 1 �J �`i / wO I I �� - 8 _/ t 959 5 \ \ �', -' /1, I 8 I II 295 t .0 587 '-,c> - V) OUTLET EL =953.0 o ooa 'o \•l\, / 9 I _ 9 958• \ X297 /' I 956 I 7 10 DAY SNOWMELT=953.5 k / 957 WO I \ 1 100 90�8100 YR B-B HWL=953.9'° 7950 O °°- / '\•''(�- 7• > -�I ------------- _JI 5IL 4.6 '-s�s.zJ� 958.0 -ms2L814 54. 956 � � Fy.� \ \1 .'!.•i�`a�.i.'.-..•.'.- ..•.''i..'.•.:''..:.;�:''.:. :...:.: .:.. .. V) 299 1 \ ni�� _+'.i •-:: • iii;i'i.' f .. •. I i � _ ---- r--__ 1-3 --- ' _ 300 �\ I I 11 ,� � :54 �=;r.�,_�.. ... ,• ti ' ° : • •f:"' '.'. \ 54.9, . -- -� I - -12 \I I %.� \ • ; �', 1� :-� :'` I--�:i��.^!••.�. �.�: ��. 54. '54.7 ---- �-�\ I� 573.• i�•' ':'.C:'•'•'•'♦•• :::E:::: .•.•.•LLQ' 2.7.'.'.'.'.'.'�.'.-.��,�:� -'54.7 -- -�-I ,���� � y73 i.�1 y ••\ .e•i••�.55,2 \ • .. ••• \ .•�-- 54. 0 +l. •. l'. •I .i .•-��.'i � a i.�.•.•. •.f : 52.3,%%' . ..�'.• '•'•'.'. \ 1 WETLAND 8 ::'..::.:.:::::.::. \ :':':>` :•;.. OHW = 952.3 s / 100 YR HAL = 953.8 :':`:� :':`:`::'::`:. .`:`::'::`:::':`:`::' %•;•. NElLWO H a CPII,Y ou.ATW HIGH / Ilk .'. �.'.'. •.'. NERANWH75 - �uAx. euiscx vnmu icy tm '.'l'.'.'.'.'.'.'.'.'.'.'. •;.:;.::.. 1 -- ux. eurFEa x1mH rJ. •'• •`• -cTURE --FT. 15 j{ REWIRED Al£ BUFFER Sr 131223 '.'.'.'.'.'. •.'. `.'.'.'.'.'.'. •.'. `.'. •. \ III-. •.'. 188880 I � I �I OUTLOT L J 7.:- N D 25 50 ,OD (IN FEET) BENCHMARKS s::.:.:.: :.:.:.: .I`.• .'.'. •.•�♦•.••.. 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Name Golf). •.'•�'I.'.'.'L'.'.'.'. / ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnOot Name 8605 S) J • y �� ELEVATION = 966.55 FT. j 3890 Pheasant Ridge Drive NE, Revisions: ]. 5/6/22 Rev. lots for all, 3, 4 & 5 D E N A LI INVESTMENTS 3 5 T)Carlson viron SURE 100 1 hereby certify that this plan, specification Print Name: Brian ]. Krysto Drawn U➢1m 9/13/19 Per Ci Comments mental Blaine, MN 55449 or reportwaspreparedbymeorundermy 2.1/9/20PerCityComments HAVEN RIDGE PRELIMINARY GRADING • engineering phone: (763)489-7900 tlirec[supervision and that] oma duly Signature: 2 Designetl: eJK 3.7/22/20 Per City Comments 1313 Hillwind Road Of McCain I •sur"eying Fax: (763)489-7959 censsdProfessional Engineerunder 4.9/10/20 PerCltyComment Y Monticello, Minnesota & EROSION CONTROL PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. City Comments % i 6 o+so -- �- - -� °f s.sx �� 38 •I °� qo l I SEE SHEET 37 417�1, LI dQo°i° °gblooo°°}�\• �/� L \ �s$ YY,`�� o ISeC PH oy �-1, X'� �"/o�. o�M � \ 3O\ Oym o /�. �i �X\2\ /78 8�/� ' i • / °og°hog°o.o°5o7o°.0o0°.0o0.0°0.00.00°.0o°....g%. g%go >-� , \ v\: 0`b"a�CA' g, 38 16 E �t26 n. \ j 26 27II I III 962 P 2+00 'n N �� /� t0'0S / ®�-J /'o / \ �/ 9 / .....� �. •.-... •. •. •. SSS, _ III I m -L_ --r -964.00I 1 0 v _� __ J - 1••,a SS`Vj O - / nk ` J - LgNE Bys '� \\ I / ..:..y...•.•.:..T:: MAP KEY 28. III II b� 9 388 ILII I 4315 N \ �••9�".;=> - :: �•,�1 �.d.- J� 31 3p38 29/280 III J /� rno N� /" °\ '\\ I/ / 9se� Bi. G6 J 10 i/ •y' r. 964 _ _ + I bboo °� \ R �\ \ 9 g� o j /�✓!. 37 Z �.SX 416•o �` °a \ J Fs ..l i:LL:UTLO' I' I � { I � o s.3 cD � � / �e � V ss �v � / / I F / / G , / '"� ,� ... ��.:•:�:-�-�-: I I % I � � �' �_, 1 } �°d eoeoa Av / / 85@> / / LQ � / � ��yo -I-> II C-:•.-•. �•� % .3 _- I 'I, �� 26� a� h Q " s.1R o -7 I°o o Cyt\ .s ��O/l 3 8�J / /L x87.0 { O� 3 ° �281�1[Y .I, . • WETLAND #7\ q mal I- N 1 I �oql a I `\ �`oo° oa\ \ V / INSTALL SILT FENCE Jeb. J 1 1 /�I NWL = 953.5_-J r?S 4) no + \ `v000 y • L AFTER GRADING IS / / I I / / I 1d DAY SNOW MELT = 955.9 Al I wok o o • • • �.3 COMPLE E \ I - / 100 YR HWL = 955.0 ff I's T00 YR B -B HWL = 956.2 ' I , "{ - _ _ ' C° � • _ _ \ T n .E,t.RO Ct,�nCP„ .n.GE ' I i I �- ^ 6.sX 0I a. I f o9d ; J�� °°° oa • • , 'y.. ,!\' < Y^j v,Tn wo aunurr= N so ' W l r - _ - - - _1 {ooj N I B0� \ • • • , . I/ 7MAX. eumn all- oml (Fr) 0 �l� oo�" ���0°O ° \ b I /: �'• REDDIRED AVE BafFER S .4,056 ?52.3 o �� 141w l �°_ •�-- o No 1 / I - 4 S.SR �' ' 1 �1 A \•, -�{s' ��>� ,� I I 2� rOrn � e.o _ -, g°�� \ 1 6b I . �� � 1 m`g \ ��\\'•\A� ;•, :•:;. S`.�.�`' �...,:4` .3921 0� O \ ��\ , \\ \ / ,\ \\ss•S, � e ... '�•`` �� �,�LLLL 283\\ �°: �: .:.:•'*'•':....... ;� - � t� � o �W 4134 � �o� I \ 1 I ', god \ r � \, \� �J �-� � \ 2 \ ; : :.:.:� � ,�.-•�.•.�., /I I I � - , - W 4 tl '�°9 I \ I � �°g'�,\C ���\ V 0�`�90 � / -�• 4.8-' •1�:�•� .�,,.1 // 1 1 N m G pop I \°& \ • e� \ \ o `\ X10 s >284- / _ _• • •-•5 ° �� �/ I "a a , Vim. .� �_ _ - _ 1 I �gof 1 I I p°•' _ / I o _ _ � "•'o \ G I w°�" 1 / / \ \ �' t�tt'P O \ �'� �. / ssg o, I / -9� _ I r� % �I r -- - p �� 41 loaf \ e \ � OUTLOT K x393` \+, ?2 1 h^or�o \ e'a \.�24 \ ,• ayM \�.s2 k/ -\- w0( 858.5 M b°°°';� wo W W 2) < '4_O� 62.1 PN 22+73 964 - _�{ - �m{ r W I \ \ \• ��1! `9 �f' �J \/ fW/I o O 411 1 rnrn 6 { P11°� ° � POND 700 NWL = 953.0 \\ s `\.:: \�� 394\ / ,/ 00 Cq i �- 10 DAY SNOWMELT = 955.3 °"% oho% 100 YR HWL = 954.1 \ e°°°a - E�$_ELE: 100 YR B -B HWL = 955.6 \\ �\\ \ x e .5--- _ 410 ' i 3� Do^ " " �� �- " - - I I v a�J`v sOo'�°"fit. • 395 39720 I aaD O � n r- � i °ol I v `��y � • / / ICS v % �y./'�� I P "'� 409 �o / e�oo 396 1301 a.eR I i1 I 1 drnrnao oJ/ /imn �l �}�/ � wV rer_�~.zx cr°� - I g -1--r---8--$>�1♦ i tI �p�pgg°°oob�8�o " 0 ' -398 \ ,' i /lgy1g�go1vinV� "e N 19�o--------- a- __- -- 40 4&e 48.4 ��r- --� - � N ocP -a-�9 �� �e4 '\ \���� \ _,-�� a7.o ----- may° 09 / (• A A � \ � �iz/ /�' � 956; �•J v < 96� 5 v �V� v � , t - o o a�f - - - NV7L � S � I ��Y'`` -�__-__ � _.943' � � 1 1 •400 30 WI �m � 1 � � �s INSTALL SILT FENCE 40 - � \ `• vO� O � ` / � 0 25 50 100 i oinlX/' ��40�•\\q�� 000.4 -_---_ 48.2 i s° 402 AFTER GRADING IS -�--t0r��� \ 630 / r0 / (IN FEET) 958.0 958.5 \ `, `'/�1 � l O \- c is p // \ So e ° 40 J 2 1 1 as8.5 \ \ y� � • v O s �,. / ��a °ao�°a� ° �� ,A1 95go 0(2� 1 �� ��-� /^v -,. � 1�y0•< BENCHMARKS ' 1 0 1 \ \ 3 / / � \ 1. Minnesota Department of Transportation 404 1 I 9589 Q W 1 1 G g8 ,0 _ _ 6`I` ,xo°/g G / Geodetic GSID Station No. 93813 (MnDot Name Golf). 19 ELEVATION = 974.53 FT. 1 / � •moo \9 \ \ . .� 5@.5 , I I t 1 w 1- 1 - 1 IL w ------ � '" P �� / �`�'\ \ \ /�w� 95BG 958.0 1 m __J 63.3 , \ X Q s \\ 2. Minnesota Department of Transportation s �0 j /�,\ Wp(2� 858.5 9585 83.9 60q° ^ 9 �yO \ X \ O \\ \ Geodetic GSID Station No. 93803 (MnDot w0 � 1 ' I A -,A 11'- � .... � - ' - � � 5 oar g�'1 `'/ \ \ Name 8605 S) { 7 2 W \ / ` 2 G I / - 1 1 _ _ t•� 2'I /� , } ELEVAl10N = 966.55 FT. _�_-*----BS 1 g64 / \ - ` ryl \ 2^92 I I 81 y \ C2 'Oo °e -J L7�SEE SHEET 6 s3s 3890 Pheasant Ridge Drive NE, Revisions: ]. 5/6/22 Rev. lots for Blk 3, 4 & 5 D E N A LI INVESTMENTS 36 AcCailn M��SOn ,MI1erebyrens y that this plan, specification Print Name Brian ] Krysto Drawn U➢1D 1.9/13/19Per Ci coment st•MM■■•environmental Blaine, MN 55449 or report was prepared by me or undermy2. g113/OPPer Cii Comments HAVEN RIDGE PRELIMINARY GRADING engineering Phone:(763)489-7900 drectsupervisionandthatIamaduly Signature: � 2 Designed: BJK 3.7/22/20 Per City Comm'=1313 Hillwind Road of rveying Fax: (763)489-7959 LicensedProfessionalEngineerunder 4.9/10/20 Per CityComments Monticello, Minnesota & EROSION CONTROL PLAN su the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 Comments Fridley, MN 55432 41 ww.carlsonmccain.com 6. s/zs/z1 Per 2nd add. Citycomments i .Lu Iz 41Z I�Q z 10 I iz 1:0 I� I l 111 Illi ;'�' 352 MAP KEY �21� 38 -31 30 \�,\ 29 37 32� -- 36 3 �3 _ =3 r _ / N .s7.o .........•.•.. . _ 962 �PYI 2+00 'o .� v i A'flS ` 9 •S / S \ ' �� J o / \� \ �/� 9 Il it e I �_�_--r — —6u -EL 964.00 m of —O _— J — i• �\ / S9 j Q / s�. �, ANC ., 6z.5 O \\ I .y. .'.T .:':':�.'�. I I I � 388 / s ooN -1 ...;'r.•.•.• ..• '•'�'�a�•.:.:.«_«.,. I a ^ 0 6.5% I so �c 88� �...J � j ry � \\ n"' .".".•j.-.•.• .•.-.«••'srr: '. .� I/ �yy h illi — II 315 / '. %`.' .e •w„/ '' 0 25 50 100 ,� // ',r.'.'y� ✓.+• c !y w 280 / � �-'-' .i ::-1'• �; p•�'� \ I /' /' BSSB)//— VQ 0 •' (IN FEET) I I T I �— I w N °vee . N J // BENCHMARKS 389 �`/ / SFS l � ' � l � � �, yh �. :�:.�( / / I / / ` / 1. Minnesota Department of Transportation I I I 5aq� I {, . Geodetic ID Station No. 93813 (MnDot144 HON WI Name Golf). 0} WETLAND #7 ELEVATION = 974.53 FT. J ���,,, ��I I°� t �/ / / L / / 'I Irl 'I ''• V(L�l I I I l L L j `\ °off • �o • \ J / INSTALL SILT FENCE JgO/ J I :� N WL = 953.5 2. Minnesota Department of Transportation `�°° • L AFTER GRADING IS 1d DAY SNOW MELT 955.9 Geodetic GSID Station No. 93803 (MnOot koy /I `\` .°°oa — \ { I � — — — — — — �� I 100 YR HwL = s�s.0 Name 8605 5 °° 56.3 COMPLETE i' ) �m—� ww �j { od I `9y3 �Qp\°� • • — \J `�� �'\ \�j I 8�`r N. .5 QQ YR B—BaHWL = 956.2 ELEVATION 966.55 FT. �1 • xciuno cussn nnax nnc[ rl—�o.��° °° �• • y.. < < .",.' i'S acn aufasaWa ewoTM unHIGH 1 fl l 131 c� �' �1 _--off e ti�°°� ''•, 67.3' — — t :, 2 63.9 �7 . yn MPX euftl:a wpm rr. so ! � SEE SHEET 36 ��o�•_.\ ase' m � I '° 1, !i, �.•.:•i_•i Rrau�lacp�n e.V�nnm a g`°is � 3890 Pheasant Ridge Driv¢ NE, Revisions: ]. 5/6/22 Rev. lots for Elk 3, 4 & 5 DENALI INVESTMENTS 3 7 OCarlson .iron $Mate ,'00 M 1 hereby certifynthat this plan, specification Print Name: Brian ]. Krysto Drawn U➢16 -7 1 9/13/19 Per Ci Com men al glaine,MN55449 or report was prepared by me or under my 2.11'11`3 CityCommentsanHAVEN RIDGE PRELIMINARY GRADING • engineering phone: (763)489-7900 direct supervision and that I am a du ly Signature: 2 Designed: eJK 3.]/22/20 Per City Comments 1313 Hil wind Road Of McCain I •sur"eying Fax: (763)489-7959 c¢n5¢dProe55iandlEngin¢erund¢r 4.9/10/20 Par City Y Monticello, Minnesota & EROSION CONTROL PLAN 41 the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading Fridle , MN 55432 www w.carlsonmccain.com 6. 5/25/21 Per 2nd add. Ci Comments i 1a / I GRAVEL Pe �; s - - e9�- �--a• q,.�a ���� ��, -_-� _ - _._-----a-.---- - - �- ENiRANCEnON ------- --_ -- -a-. -- ---*--s- --- -- _--_- _ NE--- -- fi -%" „ ----- --- ow 15 '?7-o m -"'c" -- __------ -- - - - - - ---------------- 85TSTREET ----------------- --------_--- - _- _-- _- _�__ - -_ -_ 5 1 58.55 y as i4 -s82- ` - ❑�* I a - � _- - -- -- 56.0 Sa. __ fi8.0 ( - ` 55.7 58.2 59.0 - - - - 59.0 \ 60.7 6 63.5 f 6'� 61.9 61.0 fi1.0 61.0 61.0 OF 59.0 -_ 59.0 59.0 _ 59.7 �� 4.0 68.0 flm .�` 1 I. .0�-980 �i \ - - - - �I - - 11 \ r - 6I.1 0 0 w li 56.8.E /* -5., ------ - 334 335 336 �� 964 338 339 f3Q 2 341 342 I �_ I 1 1 331 X32 1✓ 337 5 4 III - 5 329 333 1 966 1 2 3 4 964 III; oq° 141p0 16 7� 18 li 19 20 \�� rT��II Ir¢-- �1 �T--TSI Ire ri--�� 1 / rt --i r 11 r� 1 961.5 961.5 1 1 9595 1 9960.0 (959.5) (958.5) (958.0) 957.5) _T957.5) (957.5) 11 (958.5 �II (9ss.5) (ss9.o) (sss.o) / R R R LO 2LO 2 LO 2 LO 2 LO 2 LO 2 �d za R R 1�'G R li O O O O o7( ( ) G 965.0 _ G 65.0 -jg.s�.R G 1966.0 ( _ (7 7,p G 966.0 65. � I_G 66.0 1 G 65.5 9 5.5 - -G - 966. G 966.5 .+a a 1 In1IIL_ J L - L u__Lri966-°WL966 LPIvil� L 64 .6 63.1 62.8 62.2 42i.75 63a 63.4 PN 34+1963.1 83.5 64.0 64.4 64.9 •• 1 I f� 64.7 e_-^-- �- -_ Da � -.00 _ 1.6E0 LEM/OR � " 8 . 6 % -�--- --- --aELEMORELANE 'pD7 6e 6 I Il e327 0� `' ------- 63.3 .. 63.0 '. .. 984 63.5 - - 64.0 - 64.4 - 84.8 P 64.3 ' . • . - 63.8 - 63.3 '. . • 62.9... 62.4 / /y- 964 , r % I Oh i� B.qy° /o ' n m�l-N r 1 r ( 1 r m 1 r of 1 r o 1 r ss II 2 NDN :} v"T"} o $ ma, _ LI j �- mO1 0 /\ i G 65. G 65.0 9 G 966. G 966. NG 966. 96 . 1 G 966.0 1 G 96 . G 965.0 J I 1 r WO(2) WO(2) wo(2) wo wo wo wo wo- wo Lo(2) Lo(2) - op m o `• - - - - _ - - - « m I 958.51- 958.0 58.5 958.5 958.5 958.5 958.5 959.0 959.0 958.5 958.5 959.0 958.5 o _ - --F� 958.0 958.0 95&0 958.0 958.0 958.5 958.5 958.0 958.0 981.5 961.0 J Ir (7 II I 1 t 326 .. 6.2R I j L -- �J L--�J1 L� ��--�--� �43 \1 1 I 1 of `v 429 4300 431 1 1 4 42 • I li 23 22 21 3� 1 - I_+ ao 0 e 1 428 1 1 27 ,L.. i 4958-• L"- _ �.._ _ .� �... _._ - - - . _ m 1 p 58.0 • �°� °o o° a"a" °o°o I� ., __-- -L L- 0 77rr..'�1? /s.o O vmi^ / �.NWL °° °'52.4 °,- '523 `x'92.3 �v52.3 544% \.5-• -- 58.5 7ij !$_�T� / - _ \'80 J pJpJ / 3( - - _ - - - -r=2 52:4 Y1 2 . M I I - L- r 7 .55.4 ------------------ ° v I �• ~ I 1• -- - -_---_943 -----_ / O / r / \\\ \ W BDTTOM------- I} 132f3 1 �o N 5 m a � ,,°°° tp��� � I �° 1 INSTALL SILT FENCE � `/ h / I� II f 1 1 0 �� �v O �I� m N 1610 �- I•/ p ° / AFTER GRADING IS ,60 o;j� � \ \\1 77� a'g� O G / � � I � / � � v N IW I 6.2z / I""" a0 1427 (o° / / COMPLETE yc°J'' \\ \ \ So / ,V / ��oA° /B 3x O h0 W iZ III I -- -�-- --" ' o m� 29I� F� ; \ i.• 376e V �; .� °f .'N "��' n IW II m r-- --- -- - f S.6z �- - i �od / ��,; , 0.S �, IZ ��}} r L 1 of 1 \ °o'� �% /• v vv� yyoy v v / oo� /�$ 572 / I � Y. I 324 � m � i la I -r o Y ao i OUTLOT K ; I IIf 4 - 2 -6 4 pqq-g1 I POND 600 O zea -,3NWL = 953.0 J 10 DAY SNOWMELT = 955.4 / 6°° 5ob \r°f°°�° °9/-°go•9/ � •/ y• \\ \"\• \ \ � \g`gg�8Q•pg� �e� \ V$ \ \ A \y� i sg �r /0p'<'a // °�? s � \vv ��/\gy�obh'sO / ' %\°mo �\/��� � �/�3 / /4 � 9IZ 71 0 100 YR HWL = 954.3 5 m 1 100 YR B -B HWL = 955.9 '`l 10-65°6 g°� n i °tic��s' • • 379g \ 1Q,' ,'9°` � •' �^ .�- � v �/� °' v �• qyo > vv v / r / v ,W Q mrn O S.6R m0 I �/ Poo • � \ N. / �s `rye. g / i O adao '425• 1 I 3� Q 8 70 �AR v / o+ I 322 / om (V WI n r- -- ---, 1- I I i �8 ° � • 12 � \ � � f ,'6�" ,• � \ \ g6�P i \\ \\ ei'fi'/ \\ L III TI �� I 7/ 1 mm O o� 1 no -f24 - •I q1. I I � � i b��°✓ � A\ V � .9gy0'�f�� V V g �' .0� V ��� \ � \ �c h � 7 W 4 n $ I 1 INSTALL SILT FENCE X L Ol AFTER GRADING IS 'r ~O°� \Q \ ( Q yl 369 / �\ \ \ 6 L- J n Z O rnrn ' d I COMPLETE QI m- 4_132 - • g" I / / Poo °7 • 1 1 \ G / ��N 6`L/� C\ / �, \ i' \ \ ,"�%� 6' 352 \ \< La+O�• \ I� -L - ar J •1 °� / ,0$09 �' p Q W e_6oz� ---• po�h / 5°�� vv< g�°rod ( �� vv vv 24�'� i� •- / ii I 6 � mN �� � f.J � • 1°0 1 / Po� �•• \ y �V/ 6 m; \ \ \ i \ \ �/ \�y \) C 6• o o �� 382 .09 1 33.11 1°°; 28 -_- __ - rn loo) I / F�,° ° v �v ghhyh• v v� 0 �r ,i v � v v � p , y �� / 7.2z - - ��• tool I / n°q \\\\< y,0 °'' !v0 ' e$ In \ 36 66 ,yeti 04 \ \��C ga�j \ o s i /� I iV Im / 320 I III dl L 5--L- ..,an JO a I� I�� � d •.1 ��w°� / yvti6= � 83 W IP' 422. Iv00 acw k/ /� \ v \ s,3 / ���h' �i \ v \ v0 gyg yy`�•'o %a>\ \ v 22 y5 'i' /% 55 v \ v � �9 y�o' y v v \ � i�ji \ > "°�•'s 34' � a°qv \ � � .y ` /°% sg [L1 � / 1 i'fi'ho� \ � •y 'i \� e �� �` I I I I -1- � Mi ey -, 2'd y / �/k a s \ � h .• \ o g5° .r /' � ti �\ g I 319 mo c� m I o -_ - - --- G �'° / • '� / mr °' �°$ g � � � 356 \ �Q \ ,.�- *� . 6,. \\� )35-3 28\-L 1 30 29 3 N 0 25 50 100 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Name Golf). ELEVATION - 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (MnDot Name 8605 S) ELEVATION = 966.55 FT. I I I % v I � . 4010.�/ : J 27 x �, --�fJ m o •384 m r- v .. 7 Ioa1 ti, . ° , 364 m 04 vJo 1001 yti/ / 8/hh•h 6y. 0 / \\\ �/ 20 / / \ i' o \ \ sr y m 1421�Ia$ /• ��� s� //� vv // // y�y jt.� Z Ilia X35 21 Igo SEE SHEET ///��� arlson AcCaini•sur"eying 3890 Pheasant Ridge Drive NE, $Uite 100 Blaine, MN 55449 phone(763)489-7900 Fax: (763)489-7959 ww.carlsonmccain.com 1 hereby rerti y that this plan, specification Print Name: Brlan ]. Krysto or r¢port way prepared ny me arunder my direct supervision and that I amaduly Signature: 2 ticenSedProfes5ionalEngineerInd¢r the laws of the State of Minnesota Date: 4/5/19 Llrense #: 25063 Drawn U➢1m Designetl: eJK Date: 4/5/19 Revisions: ]. 5/6/22 Rev. lots for 1311, 3, 4 & 5 t. 9/13/19 Per Ci Commen 2.1/9x0 Per City ommen� 3.]/22/20Per CityComments 4.9/10/20 PerCltyComments 5. 3/08/21 per 2nd add. & Ph. 2 grading 6. 5/25/21 Per 2nd add. City Comments D E NALI INV EST M E NTS Y.enyo-onmental 1313 Hillwind Road Fridley, MN 55432 Y HAVEN RIDGE Monticello, Minnesota PRELIMINARY GRADINGengineering & EROSION CONTROL PLAN 3 8 Of 41 will :IHC7;1P)D oIo:#;ax14M(0) E - -STREET (FRONT SETBACK) 1 1 LL 2.5. L 0.5' TOPSOIL MODIFIED RAMBLER NO SCALE X30' S0' (FRONT SETBACK) 25'- FINISHED GRADE GRADING GRADE R 2) 0.71 0 1 RAMBLER NO SCALE 50' 25 FINISHED GRADE GRADING GRADE i 0.5' MIN. X2.5' 0.5' TOPSOIL TOWNHOME LOT HOLDDOWNS SLAB ON GRADE CURB NO SCALE FINISHED GRADE (FRONTxSETBACK) VA IES I SOG GRADING GRADE 0.3' TOP! OIL 0. 0.5' MIN. ___ ____ _ TOPSOIL 1 -30' SETBACK TO GARAGE MULTI -FAMILY TOWNHOME LOTS BISai o9Garage)ck 0' 106.0 37 0 30-1 37. UNI_ _ 5' 1 TO I"IOt E 11 ^ 5' X25' Bldg. Setback (30' to Garage) 3 .0 2.0 37 0 RIGH-OF- CONC. CURB SINGLE FAMILY HOLDDOWNS WALKOUT NO SCALE 30' 50' 1 (FRONT SETBACK)�t.RADIN. 1 '5FINISHED GRADE GRADE I I �2. 0' 0.5' MIN. I TOPSOIL 20' -II 0.5' TOPSOIL MODIFIED WALKOUT NO SCALE 30' S0' I'FRONT SETBACK) 25 1 I N Wl 10' I�� FINISHED GRADE 1 GRADING GRADE 1 �2 - 1 0'1 1 0 ` 0.5' MIN. I 2 0' ---- TOPSOIL 0.5' TOPSOIL LOOKOUT NO SCALE 30' 50' '(FRONT SETBACK�5'1 FINISHED GRADE 10'GRADING GRADE 1 �!�CO.5' ------- TOPSOIL 20' OS' TOPSOIL MODIFIED LOOKOUT NO SCALE i(T SETBACK) 25' 50'�{ L0�2) FINISHED GRADE i 10' GRADING GRADE N `� < 0.5' MIN. �0 1 -- TOPSOL 2.0' 0.5' TOPSOIL SPLIT ENTRY WALKOUT 2/W NO SCALE rt. I(F�30' 50' SETBACK) 25• t �SO FINISHED GRADE 10' GRADING GRADE 1 � 0.5' MIN. I n TOPSOIL I 0' 0.2' TOPSOIL SPLIT ENTRY R/W NO SCALE It -30' 50, (FRONT SETBACK) 25' FINISHED GRADE GRADING GRADE 0 N 1 0.5' MIN. OPSOIL I 1 1 1 1.2'N 0.2' TOPSOIL 3111 Pleasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for alk 3, 4 & 5 Carlson SMiteloo hereby certify that this plan, specification Print Name: Brian 3.Krystofiak,P.E. Drawn: a= 1.9/13/19 Per CityCommentr DENALI INVESTMENTS HAVEN RIDGE 39 • environmental Blaine, MN 55449 or report was prepared by me or under my ��� 2. 1/9/20 Per City Comments • I •engineering phone: (763)489-7900 direct supervision and that I am a duly Signature: Designed: aJK 3.7/22/20 Per City Comments 1313 Hillwind Road DETAILS Of McCain surveying Fax: (763) 489-7959 Licensed Professional Engineer under 4.9/10/20 Per City Comments Monticello, Minnesota 7 i ww.Carlsonm-in.. the is of the State of Minnesota Dale: 4/5/19 License #: 25063 Data: 4/5/19 6. 5/25/21 Per 2nd add. City Comments Fridley, MN 55432 41 0.5' TOPSOIL GRADING GRADE ARIES TOPSOIL 3.0• PROPOSED FINISHED GRADE 2' F1.5' ARIES GRADING GRADE _ 2. EXISTING GRADE SELECT BACKFILL 77/ LIMIT OF SUBGRADE EXCAVATION MATERIAL SELECT BACKFILL EXISTING GRADE - COMPACTED BACKFILL MATERIAL U f 77 GPf ¢'7 NON-SELECT/BACKFILL MATERIAL NON -SELECT 3.0' MA%. MATERIAL SELECT BACKFILL BACKFILL MATERIAL y 0,1 COMPACTED BACKFILL COMPACTED BACKFILL MAX. 10.0' MIN. NON -SELECT BACKFILL MATERIAL NON -SELECT BACKFILL MATERIAL BOTTOM OF UNSTABLE MATERIAL COMPACTED BACKFILL COMPACTED BACKFILL SUBGRADE CORRECTION (SINGLE FAMILY LOTS) - -STREET (FRONT SETBACK) 1 1 LL 2.5. L 0.5' TOPSOIL MODIFIED RAMBLER NO SCALE X30' S0' (FRONT SETBACK) 25'- FINISHED GRADE GRADING GRADE R 2) 0.71 0 1 RAMBLER NO SCALE 50' 25 FINISHED GRADE GRADING GRADE i 0.5' MIN. X2.5' 0.5' TOPSOIL TOWNHOME LOT HOLDDOWNS SLAB ON GRADE CURB NO SCALE FINISHED GRADE (FRONTxSETBACK) VA IES I SOG GRADING GRADE 0.3' TOP! OIL 0. 0.5' MIN. ___ ____ _ TOPSOIL 1 -30' SETBACK TO GARAGE MULTI -FAMILY TOWNHOME LOTS BISai o9Garage)ck 0' 106.0 37 0 30-1 37. UNI_ _ 5' 1 TO I"IOt E 11 ^ 5' X25' Bldg. Setback (30' to Garage) 3 .0 2.0 37 0 RIGH-OF- CONC. CURB SINGLE FAMILY HOLDDOWNS WALKOUT NO SCALE 30' 50' 1 (FRONT SETBACK)�t.RADIN. 1 '5FINISHED GRADE GRADE I I �2. 0' 0.5' MIN. I TOPSOIL 20' -II 0.5' TOPSOIL MODIFIED WALKOUT NO SCALE 30' S0' I'FRONT SETBACK) 25 1 I N Wl 10' I�� FINISHED GRADE 1 GRADING GRADE 1 �2 - 1 0'1 1 0 ` 0.5' MIN. I 2 0' ---- TOPSOIL 0.5' TOPSOIL LOOKOUT NO SCALE 30' 50' '(FRONT SETBACK�5'1 FINISHED GRADE 10'GRADING GRADE 1 �!�CO.5' ------- TOPSOIL 20' OS' TOPSOIL MODIFIED LOOKOUT NO SCALE i(T SETBACK) 25' 50'�{ L0�2) FINISHED GRADE i 10' GRADING GRADE N `� < 0.5' MIN. �0 1 -- TOPSOL 2.0' 0.5' TOPSOIL SPLIT ENTRY WALKOUT 2/W NO SCALE rt. I(F�30' 50' SETBACK) 25• t �SO FINISHED GRADE 10' GRADING GRADE 1 � 0.5' MIN. I n TOPSOIL I 0' 0.2' TOPSOIL SPLIT ENTRY R/W NO SCALE It -30' 50, (FRONT SETBACK) 25' FINISHED GRADE GRADING GRADE 0 N 1 0.5' MIN. OPSOIL I 1 1 1 1.2'N 0.2' TOPSOIL 3111 Pleasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for alk 3, 4 & 5 Carlson SMiteloo hereby certify that this plan, specification Print Name: Brian 3.Krystofiak,P.E. Drawn: a= 1.9/13/19 Per CityCommentr DENALI INVESTMENTS HAVEN RIDGE 39 • environmental Blaine, MN 55449 or report was prepared by me or under my ��� 2. 1/9/20 Per City Comments • I •engineering phone: (763)489-7900 direct supervision and that I am a duly Signature: Designed: aJK 3.7/22/20 Per City Comments 1313 Hillwind Road DETAILS Of McCain surveying Fax: (763) 489-7959 Licensed Professional Engineer under 4.9/10/20 Per City Comments Monticello, Minnesota 7 i ww.Carlsonm-in.. the is of the State of Minnesota Dale: 4/5/19 License #: 25063 Data: 4/5/19 6. 5/25/21 Per 2nd add. City Comments Fridley, MN 55432 41 TOPSOIL F1.5' ARIES GRADING GRADE _ 2. PROPOSED FINISHED GRADE 0. EXISTING GRADE �y-�..�. --, ,,,,,,, , - ,,,,,xu, f 77 SELECT BACKFILL J-- / IMIT OF SUBGRADE EXCAVATION MATERIAL SELECT BACKFILL MATERIAL COMPACTED SACKFILL Ope r'RF?') 3.0' NON -SELECT BACKFILL MATERIAL NON -SELECT BACKFILL MATERIAL MAX. 3.0•I COMPACTED BACKFILL COMPACTED BACKFILL MAX. 10.0' MIN. BOTTOM OF UNSTABLE MATERIAL GRADING PLAN LOT KEY 59 4 T 60.5 DRAINAGE & UTILITY GRADING REFERENCE NUMBER EASEMENT SURFACE DRAINAGE 20 LOWEST FLOOR ELEVATION (LOWEST OPENING FOR GROUND ELEVATION WALKOUTS & SLAB ON GRADES) ® BUILDING HOUSE TYPES (LOWESTOPENING FOR RAMBLERS, R RAMBLER OR SPLIT ENTRY LOOKOUTS & SPLIT ENTRY) 961.0 LO RAMBLER LOOKOUT OR SPLIT GROUND ELEVATION (961.5 ENTRY WALKOUT WO -RAMBLER WALKOUT ® BUILDING 0 BE -SPLIT ENTRY RECOMMENDED SEWO-SPLIT ENTRY WALKOUT GARAGE SIDE CG -CUSTOM GRADING FINISHED ELEVATION �J SOG-DENOTES SLAB ON GRADE ® LOT CORNER L 5 _ - J as a DENOTES STEP CONDITION (IN 6" STEPS) - -STREET (FRONT SETBACK) 1 1 LL 2.5. L 0.5' TOPSOIL MODIFIED RAMBLER NO SCALE X30' S0' (FRONT SETBACK) 25'- FINISHED GRADE GRADING GRADE R 2) 0.71 0 1 RAMBLER NO SCALE 50' 25 FINISHED GRADE GRADING GRADE i 0.5' MIN. X2.5' 0.5' TOPSOIL TOWNHOME LOT HOLDDOWNS SLAB ON GRADE CURB NO SCALE FINISHED GRADE (FRONTxSETBACK) VA IES I SOG GRADING GRADE 0.3' TOP! OIL 0. 0.5' MIN. ___ ____ _ TOPSOIL 1 -30' SETBACK TO GARAGE MULTI -FAMILY TOWNHOME LOTS BISai o9Garage)ck 0' 106.0 37 0 30-1 37. UNI_ _ 5' 1 TO I"IOt E 11 ^ 5' X25' Bldg. Setback (30' to Garage) 3 .0 2.0 37 0 RIGH-OF- CONC. CURB SINGLE FAMILY HOLDDOWNS WALKOUT NO SCALE 30' 50' 1 (FRONT SETBACK)�t.RADIN. 1 '5FINISHED GRADE GRADE I I �2. 0' 0.5' MIN. I TOPSOIL 20' -II 0.5' TOPSOIL MODIFIED WALKOUT NO SCALE 30' S0' I'FRONT SETBACK) 25 1 I N Wl 10' I�� FINISHED GRADE 1 GRADING GRADE 1 �2 - 1 0'1 1 0 ` 0.5' MIN. I 2 0' ---- TOPSOIL 0.5' TOPSOIL LOOKOUT NO SCALE 30' 50' '(FRONT SETBACK�5'1 FINISHED GRADE 10'GRADING GRADE 1 �!�CO.5' ------- TOPSOIL 20' OS' TOPSOIL MODIFIED LOOKOUT NO SCALE i(T SETBACK) 25' 50'�{ L0�2) FINISHED GRADE i 10' GRADING GRADE N `� < 0.5' MIN. �0 1 -- TOPSOL 2.0' 0.5' TOPSOIL SPLIT ENTRY WALKOUT 2/W NO SCALE rt. I(F�30' 50' SETBACK) 25• t �SO FINISHED GRADE 10' GRADING GRADE 1 � 0.5' MIN. I n TOPSOIL I 0' 0.2' TOPSOIL SPLIT ENTRY R/W NO SCALE It -30' 50, (FRONT SETBACK) 25' FINISHED GRADE GRADING GRADE 0 N 1 0.5' MIN. OPSOIL I 1 1 1 1.2'N 0.2' TOPSOIL 3111 Pleasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for alk 3, 4 & 5 Carlson SMiteloo hereby certify that this plan, specification Print Name: Brian 3.Krystofiak,P.E. Drawn: a= 1.9/13/19 Per CityCommentr DENALI INVESTMENTS HAVEN RIDGE 39 • environmental Blaine, MN 55449 or report was prepared by me or under my ��� 2. 1/9/20 Per City Comments • I •engineering phone: (763)489-7900 direct supervision and that I am a duly Signature: Designed: aJK 3.7/22/20 Per City Comments 1313 Hillwind Road DETAILS Of McCain surveying Fax: (763) 489-7959 Licensed Professional Engineer under 4.9/10/20 Per City Comments Monticello, Minnesota 7 i ww.Carlsonm-in.. the is of the State of Minnesota Dale: 4/5/19 License #: 25063 Data: 4/5/19 6. 5/25/21 Per 2nd add. City Comments Fridley, MN 55432 41 7' CRIFICE pE EUETAT ON OF PORTION o RING ORIFICE OWER g.Sp MEPOMOC3 -DBI P E wLL TYPICAL CAL STREET SECTION R LRA ry . .TLA 1a" RCP 85TH STREET EXIST Irvc NWL POND = 954.5 EXISTING M NWL POND = 949.0 FLOW' 0 es5 NWL POND = 955.0 R/. R/. R f sa D 18 RCP pB 95as F(OwCa 1' MIN. sas D 24' RCP t7 f. B s �K'Cp 1' MIN. F(pwCp 1' MIN. 2 21 vA EN �iA MIN FfLOW FLOW L't10' S �2t 3 .33'- RR �10 TRIL 51.5 6 DRAINTILE a6.o v. 952.0 (SEE PLAN OR AR GRAB ON) SOPO.SOILa (SEEP LANG ORAR BASE LOCAlION) oD w RE Na' TOPsaL FEuuwI R%vi PAVEMENT SECTION B618 CONCRETE CURB 1 GD0.01 - ENGINEER A p/OR gjyNlC POND - 500 POND - 700 POND OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE TYPICAL STREET SECTION OUTLET CONTROL STRUCTURE FARMSTEAD AVE, FARMSTEAD OR, 87TH ST, EISELE LN, ELEMORE CT, ELEMORE LN, EHLER LN R/W yR w 17 IT B 6 is GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) GALVANIZED GRATg(SPLIT) 4"X4" OPENINGS 4"X4" OPENINGS SOD WNa' TTOOPSOIL 0WLa/sOICRETE SIIDasEN 4"X4" Oses wR TOPsa(SEE PLAN roR LOCATION) SEED & 57.5 REMAININGDR%wMODI PAVEMENT SECTIONwEa3aoc48" DIA. 48" DIA.CR- Z- TT,.1' BINMNWI_ICLS COA,,NINGUS BASE 5/D(SPEC52. TYPE SP 25]sP 0 0 -12 ECT 6 I-21 SOLN SCARIFY a coMPACTcoRs ecan)c BEHIND CURG) 54.0 FILTRATION BASIN PLANT NATIVE PLANTS TOLERANT 85% HOMOGENEOUS SAND 15% ORGANIC LEAF COMPOST OF INUNDATION AND DROUGHT. III= -111 III III -1,z I -III TURF ESTABLISHMENT POND - 20 POND - 100 POND - 200 TYPICAL STREET SECTION W/ GEOTECHNICAL ENGINEER. OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE EISELE FALLON AVENUE TURF ESTABLISHMENT SHALL APPLY To ALL DISTURBED AREAS AND SHALL BE (PER MN/DOT 2360) NWL VARIES -III=11I=111= R/w re/w ACCORDING TO MI,DOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION) POND -- -III- - Q III EXCEPT AS MODIFIED BELOW. 14 TAMORE v MIEN Oft � IN �tt6 �33'�9;��A*!OD D ' ulx TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE THAN 14 DAYS. $ -- - -III � III � III M W/ G AeuLnRs ensc wLa' B% cRAHuiAR eAsE TOPSOIL: MINIMUM OF 6" OF TOPSOIL. (SEE LAN FOR LDCATON)SOU I,.. T� aLI TGPSG (SEE PLAN FOR LOCITOm SEED: MI,DOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) FEMAN, ajvi PAVEMENT SECTION DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER 4"X4" OPENINGS 4"X4" OPENINGS 4"X4" OPENINGS 1 hereby Certify y that this plan, specification Print Name: Brian 3. KrystoI P.E. me or under my or report was prepared and Drawn: L&RO NOVEMBER 1ST. 57.2 sit 59.0 TCRB fL +DCOX L CTrrvlcA 40 • I engineering phone: (763)489-7900 direct supervision and thatlamatluly Signature: ��� that Deslgnetl: ETK 3.7/22/20Per City Comments 1313 Hillwind Road Monticello, Minnesota DETAILS ENGNEERw11D/oR McCain MULCH: TYPE 1 AT 2 TONS PER ACRE (DISK ANCHORED). 489ta959 Fax: (763)489-7959 0 Dale: 4/5/19 4.9/10/2oPerCi Comments 0 o i 41 FERTILIZER: TYPE 1 10-10-10 AT 200 POUNDS PER ACRE. 7' CRIFICE pE EUETAT ON OF PORTION o RING ORIFICE OWER g.Sp MEPOMOC3 -DBI P E wLL TYPICAL CAL STREET SECTION R LRA ry . .TLA 1a" RCP 85TH STREET EXIST Irvc NWL POND = 954.5 EXISTING M NWL POND = 949.0 FLOW' 0 es5 NWL POND = 955.0 R/. R/. R f sa D 18 RCP pB 95as F(OwCa 1' MIN. sas D 24' RCP t7 f. B s �K'Cp 1' MIN. F(pwCp 1' MIN. 2 21 vA EN �iA MIN FfLOW FLOW L't10' S �2t 3 .33'- RR �10 TRIL 51.5 6 DRAINTILE a6.o v. 952.0 (SEE PLAN OR AR GRAB ON) SOPO.SOILa (SEEP LANG ORAR BASE LOCAlION) oD w RE Na' TOPsaL FEuuwI R%vi PAVEMENT SECTION B618 CONCRETE CURB 1 GD0.01 - ENGINEER A p/OR gjyNlC POND - 500 POND - 700 POND OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE TYPICAL STREET SECTION OUTLET CONTROL STRUCTURE FARMSTEAD AVE, FARMSTEAD OR, 87TH ST, EISELE LN, ELEMORE CT, ELEMORE LN, EHLER LN R/W yR w 17 IT B 6 is GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) GALVANIZED GRATg(SPLIT) 4"X4" OPENINGS 4"X4" OPENINGS SOD WNa' TTOOPSOIL 0WLa/sOICRETE SIIDasEN 4"X4" Oses wR TOPsa(SEE PLAN roR LOCATION) SEED & 57.5 REMAININGDR%wMODI PAVEMENT SECTIONwEa3aoc48" DIA. 48" DIA.CR- Z- TT,.1' BINMNWI_ICLS COA,,NINGUS BASE 5/D(SPEC52. TYPE SP 25]sP 0 0 -12 ECT 6 I-21 SOLN SCARIFY a coMPACTcoRs ecan)c BEHIND CURG) 54.0 FILTRATION BASIN -III1 # PLANTING MEDIUM PLANT NATIVE PLANTS TOLERANT 85% HOMOGENEOUS SAND 15% ORGANIC LEAF COMPOST OF INUNDATION AND DROUGHT. III= -111 III III -1,z I -III VARIES I- III # ONSITE TO BE UTILIZED TO III GRASS GRASS PRE-TREATMENT STRIP UNDISTURBED, UNCOMPACTED SOIL ,I24" -III1 # PLANTING MEDIUM -\�2" OF 1/4" CHOKING STONE 1.5" WASHED STONE (IGNEOUS) 85% HOMOGENEOUS SAND 15% ORGANIC LEAF COMPOST 6" PERFORATED PVC DRAINTILE SCARIFY EXISTING SIOLS TO A MINIMUM 12" # ONSITE TO BE UTILIZED TO DEPTH PRIOR TO PLACING PLANTING MEDIUM THE EXTENT POSSIBLE. VERIFY W/ GEOTECHNICAL ENGINEER. INFILTRATION BENCH -AND NW_. = 953.5 11' MIN. \NWL POND = 953.0 �l f1' MIN. INFILTRATION BASIN PLANT W/ MnDOT SEED MIX 33-261 W/ EROSION CONTROL BLANKET GRASS PRE-TREATMENT STRIP - UNDISTURBED, UNCOMPACTED PLANTING MEDIUM � 85% HOMOGENEOUS SAND 15% ORGANIC LEAF COMPOST # ONSITE TO BE UTILIZED TO THE EXTENT POSSIBLE. VERIFY W/ GEOTECHNICAL ENGINEER. SCARIFY UPPER 24" OF EXISTING SAND im LOT BENCHING DETAIL LOT PROFILE _ DIRECTION OF FLOW (LOT) STREET PROFILE DIRECTION OF FLOW (STREET) 0.5' 0.5'.51 TYPICAL POND SECTION PONDS 100, 200, 300 & 400 (WITHOUT INFILTRATION) �1 1� 10:1 N.W.L. 10:1 IIII 3 N 3 III 1 IIII Lio-' IIII BOTTOM > = 10 VARIES .THICKNESS OF SELECT GRANULAR TO BE VERIFIED NTH GEOTECHNICAL ENGINEER AND/OR CIT' TYPICAL POND SECTION PONDS 500, 600 & 700 (WITH INFILTRATION) 4 10' INFILTRATION/FILTRATION BENCH 4 11 TYPICAL STREET SECTION �' D:1 N. W.L _ G.1 EILDON WAY NE, EILDON DRIVE NE -_- II --- - -Tr- R/w R/w w a 1 III 1 Y 1o' 1o' 1D' 1o' aR xt6 16� ax� zx� 10' IN FI LTRAIT ON/FILTRATION BENCH BOTTOM PD w/a' TOPSOIL x SOD w/a" 6 carvcRETE siDEWAYI III; VAR IES I I I TOPSOIL (EE PLAN FORDLOCATION)12 ND REMAININGUR/w PAVEMENT SECTION MODI D 'D" CONCRETE NRB - GUOt3 TY BNNOMINOUS WEAR co I TYPE S129.5 SPWEA3a0C 2" BiIUMIn0U5 BASE ACa _. �T�UrI�EP Si; ISG EPN_0C COMPACTED6' MIN. SCARTIFY & SUBGRAOE (2 �6" BEHIND CURB) .mICKNESS or SEeCT GRANULAR TO BE VERmED wTH GEOTE-CAL ENGINEER Ano/CR crrr TYPICAL BIT. SHOULDER EDMONSON AVE, 85TH ST, FALLON AVE 50' - Fallon Ave. 65' - 85th St. 60'-Edmonfion 12' uN.E/E. N of R VA� s 11 Thru Lane *1 11-11.5' RESPi IT EN I }1 -wA Agg. Thru Lane Th,. Lane Agg. Chid. Shld. .- r 0.5' MILL JOINT SLOPE VARIFc � SAWCUT/MILL LINE 10' BITUMINOUS PATH DETAIL I X10. i r. 3" BITUMINOUS WEAR COURSE TYPE SP 9.5 MIX SPWEA240B 6' CL. 5 AGG. BASE 1J" SELECT GRANULAR BORROW 6 MIN SCARIFY AND RE -COMPACT FABRIC IF DIRECTED BY ENGINEER PLANT W/ MODOT SEED MIX 33-261 1' W/ EROSON CONTROL BLANKET 10' BENCH 10' INFILTRAII BENC AGG. BASE EDGE PAVEMENT SECTION OUTLET VARIES _ (PER MN/DOT 2360) NWL VARIES -III=11I=111= 2" -TYPE SPWEB3300 BITUMINOUS WEAR COURSE BITUMINOUS TACK COAT POND -- -III- - 2" -TYPE SPNWB330B BITUMINOUS WEAR COURSE III 24" UNDISTURBED. UNCOMPACTED SOIL III- I I --III 6" -CLASS 5 AGGREGATE BASE 12-24" SELECT GRANULAR BORROW - - - - ' VERIFY AND MATCH EXISTING STREET SECTION $ -- - -III � III � III M EN OUS SAND 85% HOMOGENEOUS OME* ONSITE TO BE UTILIZED TO 15% Sx ORG C LEAF COMPOST THE EXTENT POSSIBLE. VERIFY W/ GEOTECHNICAL ENGINEER. (� Carlsai • environmental 3890 Pheasant Ridge Drive NE, shite loo Blaine, MN 55449 1 hereby Certify y that this plan, specification Print Name: Brian 3. KrystoI P.E. me or under my or report was prepared and Drawn: L&RO Revisions: 7. 5/6/22 Rev. lots for Elk 3, 4 & 5 1.9/13/19 Per City Commentr 2. 1/9/20 Per City Comments D E NALI INVESTMENTS HAVEN RIDGE 40 • I engineering phone: (763)489-7900 direct supervision and thatlamatluly Signature: ��� that Deslgnetl: ETK 3.7/22/20Per City Comments 1313 Hillwind Road Monticello, Minnesota DETAILS Of McCain surveying 489ta959 Fax: (763)489-7959 Licensed Professional Engineer under the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Dale: 4/5/19 4.9/10/2oPerCi Comments Fridley, MN 55432 i 41 ww.(763ar 6. 5/25/21 Per 2nd atld. City Comments SILT FENCE ]/FILTER FABRIC (36' MAX. HEIGHT) ANCHOR W/ METALOPENING IN FABRIC WEAVE < 212 pm T–POST OR WOOD 2"X2' STAKE 6"X6" TRENCH DIRECTION OF FLOW 0(COMPACTED BACKFILL) III_ I,li Ilii1- ��, UNDISTURBED SOIL NOTES: 1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE LINE. 2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. 4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH. 5. SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST. 6. SEE MNDOT SPECIFICATIONS 2573 & 3886. TREE FENCE COPOLYMER BARRIER FENCING ANCHOR W/ METAL o �(48 HEIGHT) T–POST OR WOOD 2'X2' STAKE ISI=III I�II1 - ii-iiliil 11iii iii_ UNDISTURBED SOIL NOTES: 1. TREE FENCING SHALL BE PLACED A MINIMUM OF 1 FOOT PER CALIPER INCH OF TREE DIAMETER FROM TREE(S) THAT IS/ARE TO BE SAVED. 2. ANCHOR POST MAY BE SPACED UP TO 10 FEET APART. 3. SECURELY ATTACH TREE FENCE TO ANCHOR POSTS W/ MINIMUM OF TWO ATTACHMENTS PER POST. 4. SEE MNDOT SPECIFICATION 2572. 960 958 956 954 976 974 972 970 *NOTE — RETAINING WALL MATERIAL TO BE PROVIDED BY CONTRACTOR PRIOR TO INSTALLATION MODULAR RETAINING WALL #1 (470 SF) \ 1.5' BURY I \------------------------� 0 20 40 60 80 100 120 *NOTE — RETAINING WALL MATERIAL TO BE PROVIDED BY CONTRACTOR PRIOR TO INSTALLATION MODULAR RETAINING WALL #2 (758 SF) 0 20 40 60 80 100 120 140 160 976 974 972 970 960 958 956 954 N ROCK CONSTRUCTION ENTRANCE R AIN.) MIN. INFRASAFE — 2'x3' DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS f• HDPE INSERT BASKETS •8t:• '3 SHOWN W/OUT FILTER BAGS RI 3?°•'•° 400 MICRON FILTER BAGS 3?s?? Igg'gl, REQUIRED INSIDE BASKETS w" 2'x3' HDPE FRAME INSERT EMERGENCY OVERFLOW PORTS – MEETS MN/DOT SPECIFICATION 3891.E "STORM DRAIN INLET PROTECTION – FILTER BAG INSERT" – DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES INFRASAFE — 27" DEBRIS COLLECTION DEVICE AS MANUFACTURED BY ROYAL ENVIRONMENTAL SERVICES f®HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS ®® 2X3 HDPE FRAME INSERT „` EMERGENCY OVERFLOW PORTS - MEETS MN/DOT SPECIFICATION 3891.E "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" - DESIGNED FOR NEENAH R -3250-A OR R-3250-1 (MNDOT 801) FRAME CASTING 389U Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for Blk 3, 4 & 5 (� Carlson spite loo hereby certify that this plan, speci6wtion Print Name: Brian ] Krys[oFlak, P.E. Drawn: L•N 9/13/19 Per City Commen s D E NALI INVESTMENTS HAVEN RIDGE 41 • environmental Blaine, MN 55449 or report was prepared by me or under my ��� 2. 20 Per City Comments • I •engineering Phone: (763)489-7900 direct supervision and thatIamaduly Signature: Deslgnetl. BIK 3.7/22/20 PerCityComments 1313 Hillwind Road DETAILS Of McCain surveying Fax: (763) 489-7959 Llcensetl Pro esslonal Engineer untler 4.9/10/20 Per City Comments Monticello, Minnesota ww.carlson—in—Ann the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Dale: 4/5/19 6. 5/25/21 PerPar 2n City atltl. City Comments Fridley, MIN 55432 41 VICINITY MAP NOT TO SCALE SHEET INDEX L1 LANDSCAPE COVER SHEET L2-1_8 PRELIMINARY LANDSCAPE PLAN �IOII WINS>_ 1 I 4'III 11 111 .I=_: IIII IISI,I .. EA 111® gg I ills _, SYM. TYPE SEED MIX VIII IIII \\��-/� Ilti ��.ii IIII u c nIil i�rilllll .: N, I lul 376 TREES WETLAND/POND FRINGE MnDOT SEED MIX 34271 • MULTIFAMILY HOUSES COMMERCIALTURF - SOD � If�ll'-�4 � " � �-o 146 TREES LOW MAINTENANCE TURF- MN SEED MIX 25-131 (OLD MNDOTzeo1& TOTAL TREES PROVIDED 1 OVERALL LANDSCAPE PLANO L1 CONSTRUCTION BEE SEEDED / SDDEED IOTH OTHERNTENDED WISE FOR SLOPES OVER R 3CONTROL BLANKET 3890 Pheasant Ridge BY. (� Carlson yirDn mental •r • engineering I Phone: (763) 489-7900 McCain II I a' 61AMM.N. VA, S0' PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING W var. ❑ A 20. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS 7. ALL PLANT MATERIAL QUANTITIES, SHAPES BEDS AND OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL a�IIrI,'m'1-�y�Ii�■�1,,G1r.t_ •-..r•r_! -�4% , .>_<' :i- ImohI _I j fI�IrF�•JlerIl.� I'r-_ 1-��__Y�' „ .. l01�3l n... - mar_ � I_��S.?-0��r'•=I�-0•^�rri-�0-+ �^IRIJel,�j��a Ir1t1f r0� 'r)1�d rS1 r�b�ra1 ©� EI�7�IIi I`- will! I �� PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS ]' s'i7°°%3++ �7iJ�11 ��-2XI_�1 1 �.�SIL LINDEN � 1.LCe3��I=•� BB �_�'.'.V�1IJ;o �� ' " �_/' � r,9 11 , ��t`�� .�--!// N� - ,,r�3.,p�•,�1I /I - EVERGREEN POTTED PLANTS 4/1 - 6/1; 9/21-11/1 � 1, �}/o I 9 lI '��-i��.,.-71r .,-;:;I �::���I�eol�g,I�elslGa�lfa»iliti ISS R - • � �. � Il�®j1J�lal 1 �1 HI I l��l lfi/ 'II "�� -,/'■'frl�� I I r11�1_ \�C�+, �� �' 1�*�a 11�.�.:. I/-G��II R��1 o ��.4' 1 �� IL's NATIVE MIX SEEDING: 4 20 1 - 7 20' 9 20-10 / / / / 10. PLACE LANDSCAPE FILTER FABRIC UNDER ALL MULCHED Real?!, rA a7 r s - ISI �w �I.�Ilc - v y�■Jlr �rzE7� l.�,r.� ,Ec7 ��l� ../'�I yg. �;•`� �I.. - _�.�� ��0��,' •,3i`4r`d;, � �.. %�.�!° l T�db r � VIII I I I THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND I 1 rl on I111 � IIiiI 1111 TURF. EDGING SHALL POLY. 12. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND 1 � y/ r. 11-1. � h / / k � � k <'.� •a r x ti rr � I -1 � r4 II �1 � � 4 I J - � J o fy PRECEDENCE OVER THE PLANTING NOTES AND GENERAL i L I11FJI e i L`IL _ „ 2.5" a A� _..,r^ -t, r / r r- 1lap �'+''. a��-,m. .�te,,"'fF'I.I. •�_._SI __�_ �.p_ �•. �R ,. i.. .il■.eM.iLE_ •e F - R I 1 +�-•:�- e --JJ �?:'•. ,.. � �, "� a ►lam a L�_ IIIy i�■F `F I� ^ Com... .aF_T.IIrII IN u N II � / mss- A �c / •ate.• , s y• inJ>� Lii�:I ri..,w, y,�•I�. •Aim \ Gir,�r.%€iiLS'12e1 �• `��i _ VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT 50' CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED 25. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED EXTREMELY HOT DRY WEATHER WATER MORE OFTEN AS UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL REJECTED. ANY DAMAGE TO EXISTING REQUIRED BV INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO iE IL PRIME _ I d. -11 1� THE NECESSS ARY ARRANGEMENTS FOR WATER. I RM {/' J NORTHHWOODS 2.5" BB 94 14' 50' AREA) OR800-252-1166 (GREATER MINNESOTA) 48 HOURS ARE TO RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER "...,' UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. MAPLE 1 I 4'III 11 111 .I=_: IIII IISI,I .. EA 111® gg I ills _, SCALE 1" = 250' \■ :% PLAN S' 2 -PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP 4 INCHES HARDWOOD MULCH 4 INCH DEEP SAUCER S' STEEL TEE POST- S REQUIRED AT 12e BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP S ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. DECIDUOUS TREE PLANTING DETAIL t1 m To uwu 1 hereby certify that this plan, specification Print Name: Ryan J. Burger, RLA Drawn: JAK Revisions: 7. 5/6/22 Rev. lots for Blk 3,4 & 5 or report was prepared by me or under my 1. 9/13/19 Per City Comments tlirect Supervision d that I am d dol Si tore: Desi d: RJR 2. 1/9/20 Per City Comments pervision an y 9na 9ne 3. 7/22/20 Per City Comments Licensed Landscape Architect under 4. 9/10/20 Per Clty Comments the laws of the State of Minnesota Date: 9/13/19 License #: 56346 Date: 9/13/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading 6. 5/25/21 Per 2nd add. City Comments FINAL - GRADE SEED MIX LEGEND (FORALLSHEETS) SYM. TYPE SEED MIX • SINGLE FAMILY HOUSES INFILTRATION BASIN SEED MIX MnDOT SEED MIX 33-262 376 TREES WETLAND/POND FRINGE MnDOT SEED MIX 34271 • MULTIFAMILY HOUSES COMMERCIALTURF - SOD HIGHLAND SOD 146 TREES LOW MAINTENANCE TURF- MN SEED MIX 25-131 (OLD MNDOTzeo1& TOTAL TREES PROVIDED 1 OVERALL LANDSCAPE PLANO L1 CONSTRUCTION BEE SEEDED / SDDEED IOTH OTHERNTENDED WISE FOR SLOPES OVER R 3CONTROL BLANKET 3890 Pheasant Ridge BY. (� Carlson yirDn mental Suite 1°° Blaine, MN 55449 • engineering I Phone: (763) 489-7900 McCain 'surveying Fax: (763) 489-7959 w. cadsonmccain.com SCALE 1" = 250' \■ :% PLAN S' 2 -PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP 4 INCHES HARDWOOD MULCH 4 INCH DEEP SAUCER S' STEEL TEE POST- S REQUIRED AT 12e BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP S ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. DECIDUOUS TREE PLANTING DETAIL t1 m To uwu 1 hereby certify that this plan, specification Print Name: Ryan J. Burger, RLA Drawn: JAK Revisions: 7. 5/6/22 Rev. lots for Blk 3,4 & 5 or report was prepared by me or under my 1. 9/13/19 Per City Comments tlirect Supervision d that I am d dol Si tore: Desi d: RJR 2. 1/9/20 Per City Comments pervision an y 9na 9ne 3. 7/22/20 Per City Comments Licensed Landscape Architect under 4. 9/10/20 Per Clty Comments the laws of the State of Minnesota Date: 9/13/19 License #: 56346 Date: 9/13/19 5. 3/08/21 Per 2nd add. & Ph. 2 grading 6. 5/25/21 Per 2nd add. City Comments FINAL - GRADE SEED MIX LEGEND (FORALLSHEETS) SYM. TYPE SEED MIX • SINGLE FAMILY HOUSES INFILTRATION BASIN SEED MIX MnDOT SEED MIX 33-262 376 TREES WETLAND/POND FRINGE MnDOT SEED MIX 34271 • MULTIFAMILY HOUSES COMMERCIALTURF - SOD HIGHLAND SOD 146 TREES LOW MAINTENANCE TURF- MN SEED MIX 25-131 (OLD MNDOTzeo1& TOTAL TREES PROVIDED ALLAREAS DISTURBED BY SWAMP WHITE OAK 2.5" CONSTRUCTION BEE SEEDED / SDDEED IOTH OTHERNTENDED WISE FOR SLOPES OVER R 3CONTROL BLANKET is, UPLAND NATIVE SEED MIX MN SEED MIX35-221 HL OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND (USE EROSION CONTROL BLANKET SHADEMASTER HONEYLOCUST 2.5" FOR SLOPES OVER 3:1) -CITY of MONTICELLO LANDSCAPE CODE • In new subdivisions, on lots with frontage on a single right-of-way, it is required that two (2) trees be planted per platted lot if no trees are in existence. For lots with frontage on more than one right-of-way, it is required that four (4) trees be planted per platted lot if no trees are in existence. Two (2) trees must be planted in the boulevard adjoining each yard having street frontage. In subdivision plantings, not less than two (2) or more than three (3) species of trees shall be planted in any block, and neither less than twenty percent (20%) nor more than fifty percent (50%) of the total trees planted in a block may be of the same species. • Required trees shall be planted in the boulevard at a location ranging from 4 ft. to SO ft from the curb. Precise location within this range to be determined by the City. •• Trees in the yard shall be installed by the builder/homeowner. TREE CALCULATION KEY BOTANICALNAME COMMON NAMEI SIZE ROOT I-. • TREE PRESERVATION = 57 TREES • SINGLE FAMILY HOUSES NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO •• 188 HOUSES X 2 TREES PER HOUSE = 376 TREES •• 77 CORNER/ REAR FRONTAGE LOTS= 308 TREES • MULTIFAMILY HOUSES DECIDUOUS PLANTS MOVEDVED ININ LEAF AND FOR EVERGREENS •• 73 UNITS X 2 TREES PER HOUSE = 146 TREES TOTAL TREES REQUIRED 887 TREES TOTAL TREES PROVIDED 905 TREES 7 IN, i0 PAVED SURFACE 4" DEEP HARD WOOD MULCH VDEWALK/CURB VIII/ I r l I... I.I D SI UN URGED SOIL SHRUB & CONTAINER PLANTING DETAIL I. SCARIFY BOTTOM AND SIDES GF MOLE PRIOR TO PLANTING 1. TRIM -1 DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT OUT A LEADER. DO 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKRLL SOIL INSTALL PLANT So THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE PLASHED GRADE A. PLACE PLANT IN PLANING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKRLL WITHIN APPROXIMATELY 12" OF THE TOP OF FOOTBALL, WATER PLANT. REMOVE TOP US OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER 16 GREAT REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL REMOVE ALL TWINE 5. PLUMB AND M -FU_ WIT. BACKFILL Sol- 6. OL6. WATER TO SETTLE PLANTS AND NU.- -Da. . -VOIDS. 1. WATER WITHIN TWO HOIIRIS OF -TALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. - 6. PLACE MULCH WITHIN 46 HOURS OF THE 5ECOND WATERING UNLESS SOL MOISTURE Is EXCESSIVE. �CONIEEROUS TREE PLANTING DETAIL L m To Scor DENALIINVESTMENTS 1313 Hillwind Road Fridley, MN 55432 MIN. 6" (TYP.) BACKFILL WITH PLANTING MIX 6" AT THE VOE5 AND ALL SPACE BETWEEN THE PLANTS TO FULL DEPTH. NOTE GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBIUTY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- I6" POLYPROPYLENE OR POLYEtHYLENE (40 MU 1-1/2" WIDE STRAP (TIP) DOUBLESTRAND 10 GA. URE 2-1" ROLLED STEEL POSTS (MHDOT 3401) P 160.0 C. (SEE STAKING DIAGRAM) ORDINATE STAKING TO INSURE 2G 1 z UNFORMNTATON OF ORIEIGUY 12 NES AND STAKES STAKING DIAGRAM GUY URE WITH WEBBING FLAGGING- ONE PER JURE SHREDDED BARK MULCH E -EXISTING GRADE ��"IHTIURI I/2 WIDTH GF RGOT BALL PLANTING SOIL MI -URE (SEE SPEC.) UNDISTURBED OR STABIUZED SUBSOIL LANDSCAPE LEGEND (AII Sheets) KEY BOTANICALNAME COMMON NAMEI SIZE ROOT I-. DECIDUOUS TREES HEIGHT HEIGHT OF PESTS AND DISEASE AND BE CONTAINER GROWN OR NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE FACILITATE PLANT RELOCATION. LEGEND. 18, USE ANTI-DESICCANTUOR APPROVED EQUAL ON 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED DECIDUOUS PLANTS MOVEDVED ININ LEAF AND FOR EVERGREENS AND MEET ALL REQUIREMENTS SPECIFIED. MOVED ANYTIME. APPLY AS PER MANUFACTURER'S 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT WO //yy----•�s�\ J 1 '�/�(��,'-(�/j� Quercus bicolor SWAMP WHITE OAK 2.5" BB 77 is, S0' 5. ALL PLANTING STOCK SHALL CONFORM THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI -Z60, LATEST EDITION, HL OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND tria...Elos inermis'Shademaster' SHADEMASTER HONEYLOCUST 2.5" BB 97 10' S0' PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING W var. PLASTIC SAFETY FENCING ADEQUATELY SUPPORTEDED BY STEEL A 20. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE FENCE POSTS 6' O.C. MAXIMUM SPACING. GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS 7. ALL PLANT MATERIAL QUANTITIES, SHAPES BEDS AND OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING 21, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT BOULEVARD LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS INSTALLATION. 22. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE SPECIFIED. Tla amercana'Boulevard' LINDEN 2.5" BB 87 15' 60' - EVERGREEN POTTED PLANTS 4/1 - 6/1; 9/21-11/1 DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 TURF/LAWN SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, aEEQIUr.. 4/1 - 6/1; 7/20 9/20 UNLESS OTHERWISE DIRECTED. NATIVE MIX SEEDING: 4 20 1 - 7 20' 9 20-10 / / / / 10. PLACE LANDSCAPE FILTER FABRIC UNDER ALL MULCHED 23. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH 0 PORTION THE WORK IS IN PLACE. PLANT MATERIAL SHALL FAB NEEDLE PUNCHED POLYPROPYLENE FABRIC MANUFACTUREDD BY BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION DEWITT. USE PRO 5 "WEED BARRIER" APPROVED EQUAL. THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND 11. PLACE EDGING BETWEEN ALL PLANTING/R/R OCK BEDS AND PLANTINGS ARE ACCEPTED EXCLUSIVE THE GUARANTEE. TURF. EDGING SHALL POLY. 12. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING MULCHING REMOVAL OF DEAD MATERIALS RE -SETTING IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE HB PRECEDENCE OVER THE PLANTING NOTES AND GENERAL Celtis occidentalis HACKBERRY 2.5" BB 154 15' 50' a SM , Acer saccharum SUGAR MAPLE 2.5" BB 9314' VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT 50' CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED 25. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED EXTREMELY HOT DRY WEATHER WATER MORE OFTEN AS UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL REJECTED. ANY DAMAGE TO EXISTING REQUIRED BV INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S WATERING DETERMINE NEED. CONTRACTOR SHALL MAKE EXPENSE. THE NECESSS ARY ARRANGEMENTS FOR WATER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING RM {/' Acer rubrum'Nothwoods' NORTHHWOODS 2.5" BB 94 14' 50' AREA) OR800-252-1166 (GREATER MINNESOTA) 48 HOURS ARE TO RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER "...,' UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. MAPLE CE ^,sll� Ulmus x' Cathedral' CATHEDRAL ELM 2.5" BB 8314. S0' � ORNAMENTALTREES SPLASH gg Betula nigra Shilo Splash RIVER BIRCHSHILOH 1.5" 8B 15 8' 25' J O SB Amelanch erx Brand flora AUTUMN BRILLIANCE 1.5" BE 22 8' 20 Autumn Brilliance SERVICEBERRV u WO SS ( 's i>ea€4Pp Malus z'Spring Snow' SPRING SNOW 1.5" 8B 70 8' 25' CRABAPPLE � TL 0 Syrnga Reticulata JAPANESE 1.5" BB 54 8' 20' Go TREE LILAC EVERGREEN TREES BH Picea gIauCa var. Densata BLACK HILLS SPRUCE 6' BB 29 6' 40' CANADIAN o CH Tsuga canadens s HEMLOCK 6' BB 18 6' 40' 50 LL RC lumperi-Vi.inima E ST R N RED 6' BB 6 6' 30'EDA nw� BF 9 AbieS BalSamea BALSAM FIR 6' BB 6 6' 40' w^ QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. OF PESTS AND DISEASE AND BE CONTAINER GROWN OR NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE FACILITATE PLANT RELOCATION. LEGEND. 18, USE ANTI-DESICCANTUOR APPROVED EQUAL ON 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED DECIDUOUS PLANTS MOVEDVED ININ LEAF AND FOR EVERGREENS AND MEET ALL REQUIREMENTS SPECIFIED. MOVED ANYTIME. APPLY AS PER MANUFACTURER'S 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT INSTRUCTION. ALL EVERGREENS SHALL BESPRAYED IN THE ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED 19, PLANTING SOIL FOR TREES SHRUBS AND GROUND COVERS: UNLESS APPROVED IN WRITING BY THE LANDSCAPE FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF ARCHITECT. HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT 5. ALL PLANTING STOCK SHALL CONFORM THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI -Z60, LATEST EDITION, GROWTH. IT SHALL COMPLY WITH DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND FROM SUBSOIL, STONES, CHEMICALS, NOXIOUS SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR WEEDS,, ETC. ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 PLANT MATERIALS. AND 7.5 AND 10-0-10 FERTILIZER THE RATE 3 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' ORANGE INTO THE TOP 12" OF SOIL. PLASTIC SAFETY FENCING ADEQUATELY SUPPORTEDED BY STEEL A 20. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE FENCE POSTS 6' O.C. MAXIMUM SPACING. GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS 7. ALL PLANT MATERIAL QUANTITIES, SHAPES BEDS AND OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING 21, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT BEDS SPACING SHOWN AND ADJUSTED TO CONFORM TO LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS INSTALLATION. 22. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE SPECIFIED. CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS 9. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF ENTIRELY AT HIS/HER RISK. DECIDUOUS POTTED NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, ALL PLANTS: 4/1 - 6/1; 9/21 - 11/1 MASS PLANTING BEDS AND FOR TREES UNLESS INDICATED AS ROCK ON DRAWINGS. SUBMIT SAMPLE TO DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 MULCH LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL EVERGREEN POTTED PLANTS 4/1 - 6/1; 9/21-11/1 DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 TURF/LAWN SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, aEEQIUr.. 4/1 - 6/1; 7/20 9/20 UNLESS OTHERWISE DIRECTED. NATIVE MIX SEEDING: 4 20 1 - 7 20' 9 20-10 / / / / 10. PLACE LANDSCAPE FILTER FABRIC UNDER ALL MULCHED 23. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH AREAS. FILTER FABRIC SHALL BEINTERWOVEN 5.1 PORTION THE WORK IS IN PLACE. PLANT MATERIAL SHALL FAB NEEDLE PUNCHED POLYPROPYLENE FABRIC MANUFACTUREDD BY BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION DEWITT. USE PRO 5 "WEED BARRIER" APPROVED EQUAL. THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND 11. PLACE EDGING BETWEEN ALL PLANTING/R/R OCK BEDS AND PLANTINGS ARE ACCEPTED EXCLUSIVE THE GUARANTEE. TURF. EDGING SHALL POLY. 12. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING MULCHING REMOVAL OF DEAD MATERIALS RE -SETTING IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PRECEDENCE OVER THE PLANTING NOTES AND GENERAL PLUMB POSITION. AFTER ACCEPTANCE THE OWNER SHALL NOTES. ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER THE 13. THE CONTRACTOR SHALL RESPONSIBLE FOR ALL MULCHES R FOR CONTRACTOSHALL CONTINUE TO BE RESPONSIBLE PLANTINGTIES TO COMPLETE AND PLANTING SOIL QUANTITIES E THE WORK KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON PERIOD. THE LANDSCAPE LEGEND, 14. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE 24. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) WILL NOT BE ALLOWED. SHALL BE PROMPTLY REMOVED FROM THE SITE AND 15. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT SPECIFICATIONS. CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED 25. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED EXTREMELY HOT DRY WEATHER WATER MORE OFTEN AS UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL REJECTED. ANY DAMAGE TO EXISTING REQUIRED BV INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S WATERING DETERMINE NEED. CONTRACTOR SHALL MAKE EXPENSE. THE NECESSS ARY ARRANGEMENTS FOR WATER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING 26. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS ACCEPTANCE INSPECTION. GOVERNING THE WORK. 17. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION 27. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY LINES. WITH THE OWNER FOR PROPRIETARY UTILITIES AND STAND OF GRASS IS OBTAINED. GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES METRO 2B. ALL DISTURBED AREAS TO RECEIVE NATIVE WETLAND SEEDED, AREA) OR800-252-1166 (GREATER MINNESOTA) 48 HOURS ARE TO RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. HAVEN RIDGE Monticello, Minnesota LANDSCAPE L1 COVER SHEET /( -s=a _-_'-- 85TH d oo _ STREE �RODo - __�Z ` T NE \ \\ �� - , t ))rn ° \ 0 \ u7 \ ss _ ° n \ /rr rr r � \ 3 � � 1 li) �1lIli' 1 � � lrrrt)j))), ,♦/�,f)� 3 � ._� 85TH �\ _ =a._S R E v SEwo� _ -- E T NE �E� WQj �- z� w �� ��: - D ^•vD��°� r ) 0 50 100 150 SCALE 1" 1" 50' itT SEED ss �".�.. 1�'✓' n"*D„,'p�m,, r ' Dr.om: ' � — \ ��i�`�''�R=— MIX LEGEND (FORALLSHEErs) SYM. TYPE SEED MIX INFILTRATION BASIN SEED MIX MDDOT SEED MIX 33-262 WETLAND/POND FRINGE MDDOT SEED MIX 34-271 COMMERCIALTURF-SOD HIGHLAND SOD �l /f LOW MAINTENANCE TURF- MN SEED MIX 25-131 (OLD MNDOT 360)& //yy----���\ ✓ 1 '0�—(/ ALL AREAS DISTURBED SWAMP WHITE OAK CONSTRUCTION NOT INTENDED TO BE SEEDED/ SODDED OTHERWISE (USE EROSION CONTROL BLANKET FOR SLOPES OVER 3: 1) UPLAND NATIVE SEED MIX MN SEED MIX 35-221 HL 0 (USE EROSION CONTROL BLANKET SHADEMASTER HONEVLOCUST 2.5" FOR SLOPES OVER 3:1) LANDSCAPE LEGEND (All Sheets) KEY BOTANCAL NAME COMMON NAME SIZE 0.00T QTY. NBTALL DECIDUOUS TREES HEIGHT HEIGHT WO //yy----���\ ✓ 1 '0�—(/ Quercus b color SWAMP WHITE OAK 2.5" BB 77 HL 0 Gledtsia triacanthos Shademaster SHADEMASTER HONEVLOCUST 2.5" BB 97 10' 50' ar. merms BL BOULEVARD Tla amencana'Boulevard' LINDEN 2.5" B8 87 15' 60' - C) HB Celtiso¢'dentalis ......... 2.5" BB 154 15' 50' w SM 0 Acer saaharum SUGAR MAPLE 2.5" BB 93 14' 50' a RM Acer rubrum'Nothwoods: NORTHHWOODS 2.5" BB 94 14' 50' MAPLE CE ^I1J Ulmusz'Cathedral' CATHEDRAL ELM 2.5" BB 83 14' 50' � r ORNAMENTALTREES SHILOH SPLASH1.5" RB Betula n gra Sh'lo Splash RIVER BIRCH BB 15 8' 25' d 2 58 gmelanch erz gr and flora AUTUMN BRILLIANCE 1.5" BB 22 8' 20' Autumn Br!l ance SERVICEBERRY rc ,� V w O IS Malusz Spring Snow' SPRING NOW S CRABAPPLE 1.5" 8B 70 8' 25' �- z� JAPANESE �O 7LSyrnga Reticulata TREE LILAC 1.5" BB 54 8' 20' EVERGREEN TREES gH Picea Densata gauca var. BLACK HILLS SPRUCE 6' BB 29 6' 40' CANADIAN o CH Tsuga cana densis HEMLOCK 6' BB 18 6' 40' z so RC perious gmiana Jun Vr' EASTERN RED CEDAR 6' BE 6 6' 30' BF Abies Balsamea BALSAM FIR40' iii► ms's � � I ■ �!/” _,LL��♦'�'�;s��9R� Je'(f•giir.-�� r�r►"' '-•, �JA .n1i T _ _ Wall ON E IND t �'' �, � V R 7•��','If�j ��� l�~�1'�—� ,'��.��;°�MM1_�II01;`Gr�9 �,,.•- A ° VIII„ � v � � � ti�it►����'�'-ter- _ � �'�'� �►.� III ' ,�1/������ �/i/I/i%iCi//un/hm//iri4rl/i. � � • ' `, � Q \ �, dL \ �` i CfI`,1�1�����S�II�)/' � �� ,°'� 'Ol�,�i�1,1�ii11y/1,l��i,ll��l �.�r...•,.z: I„rye„IN%- , u�1r/ iu;;iii"%,/I!IiS /i/i,I,',!u!gIliiiiiiiiiiiiiii.n.,/�.'niiiialGsu::nm�r,inii4n/iu/OI/pimniuill%I •. • -1VI �i• ��, `\ ;► Q�A. , MISS M1111 "'�i/f miiirrniilll/�r4 � .� ll� /a • 11� / PPC �I i•.. I�I�I • �I`F��� � � �1/i�� l F �t \ �� ••L �. .. I. � a ♦ ♦• �I'I'/ 11 l �.. �, �q ♦ I IIII QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. �`. \�'".'.L�C,�•.L:?::e�.'�:��7��r3f'°•�` ®Sur,ayin� Fa�xw.C(763) 489-7959 Licensed Landscape Architect under 4: 1//.11/2.1 Per City Comments Monticello, Minnesota NORTH the laws of the State of Minnesota Data: 9/13/19 Lic-Se S S6346 5 B/ per 2nd add. & Ph. 2 grading Fridley, MN 55432 tal Sui 100 1 "Illy Certify that this plan, specification print Name: Ryan J. Ruttgar, RI -A S, S.3,19 Per City Comments DENALIINVESTMENTS Carisqn i: ,v Blaine, MIN 55449 "aud! 1313 1-1111wind Road ,�,--,,n or report was prepared by me 2: 1/ / 0 Per City Comments HAVEN RIDGE LANDSCAPE PLAN Phone: (763) 489-7900 �irect superyision and that I a. ul, Sivature: 3 7/22/20 Per City Comments McCain w Emisonmccaln.com 6. 5/25/21 Per add. City Comments LANDSCAPE LEGEND (All Sheets) KEY RemoNICAL NAME COMMON NAME I SIZE I ROm I D- IINI DECIDUOUSTREES HEI IG TYPE SEED MIX INFILTRATION BASIN SEED MIX MnDOT SEED MIX - WETIAND / POND FRINGE MnDOT SEED MIX 34-271 COMMERCIALTURIF - SOD wo Choanc-s hic-1-1 MP WHITE OAK 2.5" BE 77 is, 51), (USE EROSION CONTR L BLANKET FOR SLOPES OVER 3 : 1 HL UPLAND NATIVE SEED MIX GI.111sl. bd.caml.s inermis'Shademaster' SHAMMASTER HONEYLocusT 25- BE S1 M' S.- , *%74 Bl- TIlia meri-.a Boulevard' BOULEVA D LINDEN 2.1" BE 87 15- 60- 0 pill I I nd 0 HB Celli, ccile"I'll HA1KBE11Y I EB 111 11- IV sm 0 Acersa-harmn SUGAR IVIAIUE � I" BE S� lt' 5& RM 0 Acer rulprurn ..flh—cls' NORTH.WO.DS 2.5" 1313 S1 11- S.- MAPL CE U lmus x 'Cathedral' CATHEDRAL ELM 2.5" BE El ORNAMENTALIDEES S 1 -HSP -1 RB 11 Belt.la nigra S1,11. Spl.W IVER BIRCH 1.S" BB is 21- 0 SIB Amelanch ier x grand iflora oARUITUMN LLI 1.5" BB 22 8' 20' 'Aubumn Brilliance' SERVIANCE CEBERRY ss -.I.s . 'Spring Sn.-' IPRIN13 SNOW 1.1" 1313 1. .- 25 - CRABAPPLE TL 0 S,ringa RaLiCnIall 'TAPA'EEC 1.1" BB 1 8' 20 - 0 REE LILA E—GREEN TnEES BH Picea lauca — D.n,a. 'ICI HILLS g PRUCE 6- BIB 2� E- �o- C NADIAN -.2 CH Tsu.. c ... densis EMLOCK 6' BB 18 6' 40' �C Iumip.n—Virginiana EASTERN RID DAR E' EB E .' M' Bl— � 110 Ables R.N.— BAI-SAM 1IR � E- R. � IS E- 40- 11HRUN Elig 2al, "M's ggy R 4 01 lit RR I Hl .1 1 "tUANTITIESSHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. ONTRACTORTO VERIFY QUANTITIES SHOWN ON THE PLAN. i 61, i li! liloicill! IIIIIIIIIIIIIIIIIISEED MIX LEGEND (FORALLSHEETS) SYM. TYPE SEED MIX INFILTRATION BASIN SEED MIX MnDOT SEED MIX - WETIAND / POND FRINGE MnDOT SEED MIX 34-271 COMMERCIALTURIF - SOD HIGHLAND SOD LOW MAINTENANCE TURF - MN SEED MIX 25-131 (OLD MNDOT260) & AULAREAS ISTURBEDBY CONSTRUCTION NOT INTENDED TO BE SEEDED / SODDED OTHERWISE (USE EROSION CONTR L BLANKET FOR SLOPES OVER 3 : 1 UPLAND NATIVE SEED MIX MIN SEED MIX 35-221 (USE EROSION CONTR BLANKET FOR SLOPES OVER 3:1 0 50 100 '5�T SCALE 1" 50' w PH I g"gm affil d WETLAND 4A 10 DAY SNOW MELT,�= 954.8 100 YR HWL = 9,6�0 100 YR 13-13 HWL = 96§ 9 I hr�,by c�,�lf, that thl plan, specification Print Name: Ryan J. Ruttge,, RI -A ��R­�il -'179: Par Ci, C ...... 7. 516122 for Blk 3, 4 & 5 DENALI INVESTMENTS liCarlson —vir,"111111 SBI".'i.."'o or '.1 ,,a,, "b, me or u,",Ir my i,�,�O Per City Comments 1313 Hillwind Road ergmeer,Dg , MN 51,.9 -A— R*w4= - HAVEN RIDGE LANDSCAPE PLAN Phone: (763) 489-7900 direct supervision and that I am a 1: B/12111.o P,:rr ,::ty comments sur,eymg Lce d Landscape Ar� itect -der � - 1� � ./,, , c. & Ph. 2 grading Fridley, MN 55432 Monticello, Minnesota NORTH (763) 489-7959 Da- 9/13/19 Lic— S. �/.8/11 per 2nd add­n� McCain Fax. , ri m the =a of the State of Minnesota www. a sonmccaln.cu 6. 5/25/21 Per 2nd add. City Comments R , *%74 R pill I I nd Vr. ii:m 0 50 100 '5�T SCALE 1" 50' w PH I g"gm affil d WETLAND 4A 10 DAY SNOW MELT,�= 954.8 100 YR HWL = 9,6�0 100 YR 13-13 HWL = 96§ 9 I hr�,by c�,�lf, that thl plan, specification Print Name: Ryan J. Ruttge,, RI -A ��R­�il -'179: Par Ci, C ...... 7. 516122 for Blk 3, 4 & 5 DENALI INVESTMENTS liCarlson —vir,"111111 SBI".'i.."'o or '.1 ,,a,, "b, me or u,",Ir my i,�,�O Per City Comments 1313 Hillwind Road ergmeer,Dg , MN 51,.9 -A— R*w4= - HAVEN RIDGE LANDSCAPE PLAN Phone: (763) 489-7900 direct supervision and that I am a 1: B/12111.o P,:rr ,::ty comments sur,eymg Lce d Landscape Ar� itect -der � - 1� � ./,, , c. & Ph. 2 grading Fridley, MN 55432 Monticello, Minnesota NORTH (763) 489-7959 Da- 9/13/19 Lic— S. �/.8/11 per 2nd add­n� McCain Fax. , ri m the =a of the State of Minnesota www. a sonmccaln.cu 6. 5/25/21 Per 2nd add. City Comments LANDSCAPE LEGI DECIDUOUSTREES HEIGHT HEIGHT TYPE SEED MIX INFILTRATION BASIN SEED MIX MnDOT SEED MIX 33-262 WETLAND/POND FRINGE Ni SEED MIX 34171 ... COMMERCIALTURF - SOD WO ./ l Quercusbcolor SWAMP WHITE OAK 2.5" BB 77 IS' 50' (USE EROSION CONTROL BLANKET FOR SLOPES OVER 3:1) HL UPLAND NATIVE SEED MIX Gled'ts a tr'acambos Shademaster' SHADEMASTER HONEYLOCUST 2.5" BE 97 10' 50' var. vermis BIL T.... a...... a'Boulevard' BOULEVARD LINDEN 2.5" BE 87 is, 60' 0 - 0 HB Celts'cc!"" !' HACKBERRY 2.5" BE 154 15' S0' a SM •/ Acersaccham SUGAR MAPLE 2.5" BE 93 14' 5D' RM ({ , Acer rubrum Nothwoods' NORTHHWOODS 2.5" BB 94 14' S0 M APLE CE `a Ulmusx'Cathedral' CATHEDRAL ELM 2.5" BE 83 14' S0 � f ORNAMENTALTREES SHILOH SPLASH gg Betula ngra Sh to Splash' RIVER BIRCH 1.5" B8 15 8' 25 � O SB Amelanch eI xgra, flora AUTUMN BRILLIANCE 1.5" BB 22 8' 20 'Autumn Bee .gr.a SERVICEBERRY i w u W O SS Malusx Spr ng Snow' SPRING SNOW 1.5" BB 70 8' 25 CRABAPPLE � TL �'�y j j SYringa Ret culata IAPANESE 1.5" BB 54 8' 20' � / TREE LILAC EVERGREEN TREES BH Picea gIa.ca var. Densata BLACK HILLS SPRUCE 6' BB 29 CANADIAN e CH -ug. Canadensis HEMLOCK 6' BB 18 6' 40' 50 RC lunipenousV rginiana EASTERN REDCEDAR 6' BB 6 6' 30' Um BF Ab es Balsamea BALSAM FIR 6' BB 6 6' 40' UANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. ONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. SEED MIX LEGEND (FORALLSHEETS) SYM. TYPE SEED MIX INFILTRATION BASIN SEED MIX MnDOT SEED MIX 33-262 WETLAND/POND FRINGE Ni SEED MIX 34171 ... COMMERCIALTURF - SOD HIGHLAND SOD / l LOW MAINTENANCETURF- MN SEED MIX 25-131 (OLD MNDOT2601& ALL AREAS BY DINTENDED CONSTRUCTTIIIONUNOT TO BE SEEDED/ SODDED OTHERWISE (USE EROSION CONTROL BLANKET FOR SLOPES OVER 3:1) UPLAND NATIVE SEED MIX MN SEED MIX 35-211 (USE EROSION CONTROL BLANKET FOR SLOPES OVER 3:1) 0 50 100 15N � SCALE 1" = 50' %i, �� •• - :: •:.. % % � ���,� �•f ��:��_ � d �►w� _ v .SII 1�,�� �s� I� 00 ,,._ d t �,'� � I �II �i �/� G>'' � t1i. al�� � �If•�-- �a� u �•�ni�� MA00'romm"11"", �j�_," F �,.�: �8�`'✓ � b '��'�i•. .. ®iI �� ••' ♦--. �/�_""' ����'�i���� �/yy� � ����'s�7r! wr� ;�' ���II�1�`0,,.� IIIA IM�s�r�r� � MEN/ /�� / IN 4 tllli� 10 ON of V� y y/y.'/.. • �,gy, ''• � �,I��' I � /% � 7 � , /' ,� • , ® �• d `♦"�T' , yliL Ib'• . `htyP iylnGp�1(,.'I�.ly.��4 '� �' .�� � / ,� ` f� / � ®��� r 4 OR I� WON Ellisd r:ct supervision and that I am a du ly Signature: 1: 7122120 Per City C—men, 1313 1-1111wind Road eng,neering Phone: (763) 489-7900 Suite 100 fy that this plan, specification P,Irt Name: Ryan J. Rutger, RI -A �' '/ 9 DENALIINVESTMENTS "i Carism environmental Blaine, MIN 55449 or report was prepared by me or under MY 2 1/9/20 Per City Comments HAVEN RIDGE LANDSCAPE PLAN • • -4 1'.21 Par City Comments Monticello, Minnesota NORTH - t I�. VA11 —111 •�0' 'qb 1 I II, I ,off d 0/��II� �I/ �� !I$.�_ ° 0•U: �.a9 �®• MON OPINION 011 skill ®�— - a>®i. 7�� /� `•tip �` --� //// � � � (���\\ ii�4� `, � �`X' �� �, _ 'a/? 7r;,r '� m '� �3 — S �� �� .�, ./, �,� �� • xv °r''�\ � �, • 'tai � � �� no wyml�`� � • rrk 1 � w,��, L, u�/%� �� (� mss•. 9e '�- �•'' 1��' � `4' '�'' \ , Q`� �� r' .•y_SY'�i���L//-A 7T1 � c1 • � 'I4j� j.�! ?i. Jif ' • . • I t ® WW11��� 1 � '47" �•.���jj/ ''"� 9��� �� ��r-v w /i •' • • ..tri. 'K/ i,� v �� � �y '"�; � 3 1 �� ' t7y''�fl� p� „� " • n a a% it AN, ?4 %l �;a:aT� ��"��Ijlllliil�l�i • h.r^`�"",�, ..—YR HWL_ B— HWL MA �1't fLtB►P /',j► °A°°orss'1�9tl1 =" ■ �� �����®ISI■��Im-a / '�.yy�.",�� - Q .•]�•'.. / � � l�l�oq�p� WWI �... �f � � `®' � � � 1R9fdJl6.4I U �clxrxrrf9 IBI J I�� II � Ill /� I I ■ I —_ � I I ti "�09�f6• •; N®MII AcClain-- - Monticello, Minnesota `. -� - =__--- -- -----__-_ --------------_--____--- - __ - - - - - - - - -- - 64 - _ = - =__- -_-_- - - -0 -------------------------------------- ---- -------�-1� -------------- -------------- - --- -- - - -- - __-- -- ----- --- - - - - - - - - - - - - 85TH STREET NE _ 9en — - , a� ------- --� - -- - I –G1 ' 15/ tea, r v' A II r x I' I �I I ti ; fir'/i ( X31 I 7 4 33 6 I I: 9 /.r r I I 3 I _. � k r �.r'r`',r I /r 1 I I I. I / I � �I R, Ii i '1 - °LO L 0 �2 R 2 I ( "ISI ( I, I - I /o 2 / 0 I m TL � I I 7k� /Y M _ /Jyr I� 3 1, s J q - 66 9 1 (� n i y \i YY,, , I :,.'P�r,, '%>u4r,,oyJ rfr ,/, ,, r,, � � ie � � _- ..• s" I I I I r I til' WO(2) WO 2 WO WO WO WO WO I ' / v 4-2—_9�---956—_— 77 33—..—.�II I • II ._.. 47-224 428 27 25 I I I -- 28 r l' \ J�y✓v /i 'i r/ r 'i,,,//�/. `� L.) I' \ � I• -BOTTOM------- -943-------� � // / (( �,r�re��/���r, ,,LP '34/ 'tn ��,' w z I o;' q _ 0 29 1 / •376 �\ / a �� w Yr \16,,r c w �48 I %;%�°'�' ;%� � 14261 I • \ �' \ � , ,;;%;%r;�' /� / 0 \ P r z ,% POND 600 \ \ .o I � NWL — 953.0 10 DAY SNOWMEL T 955.4 4� 100 YR HWL 100 YR B B HWL ON THE GRADING DETAILS PIAN FOR SEED/SOD BOULEVARD /\ • / \ \ �/ G''%i'r'/i 9i 0iGi Gi /,O, `�l'"!k� y / 'fir L I THE I �— � ,✓/�pq /'-3/i �„ 0,y,, fi/ P' ''%r1r%' L- - _ _ / /\ \1 a h;�.,, '3., ''y�(�;f�;f,•,,•,, /,,/ /, '; /,,•2 / / -1,.,, '//;4/ iiri i/,;','rii/,, v , y`/,' � � � ,r _ — -J I • 380 / r,<qe, A, p, h, ye, ,, jfi0''',/,,'' ��/i'/ /,/ �,, r�h�i / p, q, p✓/�i / 32�,% 1 II 0424I ti I ' SEE "TYPICAL STREET SECTION � o � • O �'�'%% ON THE GRADING DETAILS PLAN III /� �' !' J •I / / `)1 w \,' � ?f�/�; ' 1' O :'ti '. I •I '/,'>r'/ '/ '�i'// ' ,'� irk''/''.'%: ` b O ' o I , N I 9/ Y r L o I \ I \ — 10 \ 33. /T s/ y yF I, � 14 f ' / / / I ' V N i I / f'' G •I I rY 1422' O 3 o , — 1 / 4 •I � z 4♦e 1 y — e r I'/,h,' � � .384 � / /,/,�o >,j, , ,,;;' $/ / r / x � /,,�,, �/,,/,,/,,/,, r✓ / / I I ;''�i 421 35 w I r / / ;SEE SHEET L7 � r° `L 3890 Pheasant Ridge Drive NE, Revisions: ]. 5/6/22 Rev. lots for Elk 3,4 15 DENALI INVESTMENTS C� �M��SM SOite 100 1 hereby rertify that this plan, specification Print Name: Ryag?vn J. Ruttger, RIA Drawn: JAK 1.9/13/19 Per Ci Comments \\�_.-((Ma •environmental Blaine, MN 55449 or report was prepared by me or under my 2.1/9/20 Per City Comments HAVEN RIDGE LANDSCAPE PLAN — L6 • engineering phone: (763) 489-7900 direct supervision and that I am a duly Signature: Designer: RJR 3. 7/22/20 Per City Comments 1313 Hillwind Road of • rveymg Fax: (763)489-7959 Licensed Landscape Architect under 4.9/10/20 Per CltyComments Monticello, Minnesota SOUTH McCain su the laws of the State of Minnesota Data: 9/13/19 license #: 56346 Data: 9/13/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 8 ww.carlsonmccain.GOm 6. 5/25/21 Per 2nd add. City Comments i ww-A�' *1141 ILIM IT Nei ��C� r�i �� / • I IN PIS Kill M 7o LAM mvir, fir, yr . ` �� �j I '������ �I ��� � � � �.� '`���,,�♦ � • y ��� "� � � j/ � Jff JJr Jl J ^ Ir �� I I ifies N �I�� ���•�.'�' i � a: y' �r :,.�- �il�y . ,d,�� �, .(�� ISI}�I � O`Q` R'I " I KM LKE'slmslmll L lk-mwra: 7.5/6/22R-.l..JbrBlk3,4&5 "1 100 1 lh—ly certify that this plan, specification Print Narn Ryan J. u ge, 1 9/13/19 Per City Comments DENALIINVESTMENTS S rng.rt _s prepared by me or U HAVEN RIDGE LANDSCAPE PLAN tal Bl.in:: ININ 51"9 2: 1/9/20 P r City Comments Carisqn i: "Udar my nn ph 29,— 3: 12.2/20 Parr C:ty Comments ho . (763) 489-7900 direct supervision and that I am a Signature 201 CtyC mments 1313 Hillwind Road L F... (763) 489-795 til=,d Landscape Am tect under 4 9/1 Monticello, Minnesota SOUTH _ ., m com he of the State of Minnesota Data: 9/L3/19 licen— �6346 5 " " " 2nd:,ddd: k 11. 2 iii-adinii Fridley, MN 55432 McCain c son ccaln.9 6: 1/'1'5/. Per �nd City Comments I t I v0priEffil 1 `� SII ��� .�a� � 7 r���f �y������ ON t 4 We—in MINIM 'I®, • `� +tea v+ �6f�W1� _____ _ _ t"ii ��� • ►•� ��/ �� ���/ // / l'' WA WE I111 M MIMI r_1W ffft- Will %1 • of I fy that this plan, specification Print Name: Ryan J. Ruttga,, RIA "'i. City tal Sul 100 1 ',rely t. �Ilillt9 Ir DENALIINVESTMENTS Carisqn i: Blaine, MIN 55449 'rauZder my 92/0 a 1313 1-1111wind Road or report was preparad by me 2: 1/ /2 P r City Comments HAVEN RIDGE LANDSCAPE PLAN nn phone: (763) 489-7900 �Jirect sup­ision and that I a. 1, S*atu­ 3 7/2 20 Per C ty C mments sur,ayincl Fax,.,(763) 489-7959 Licensed Landscape Architect under 4. 9/10/20 Par C:ty Comments Monticello, Minnesota SOUTH w .'sonmccaln.com the laws of the State of Minnesota Data: 9/t3/19 Lir­n � �6346 1: 1,/11/1.1 PIr �2nd ddd: C1 -din, Fridley, MN 55432 McCain omments LEGEND EXISTING PROPOSED PROPERTY LINE _-------_ EASEMENT LINE ---- ---------------- --------------- CURB LINE ------- — - I I BITUMINOUS ! I CONCRETE SANITARY SEWER ------+-- STORM SEWER--+--v---� WATER MAIN --+--+---+----+ OVERHEAD UTILITY ----------- /� � 04 It `yam . w STORM CATCH BASIN ® ® WY IJ�n STORM MANHOLE 0 li ;a N OUTLET CONTROL STRUCTURE MANHOLE O Q i _ _ " -- 'I �, \� i , HYDRANT it i II• �I ! .11-- a5ST. NE w ST N GATE VALVE Dd y I ! ;T2 Is TELEVISION BOX o TELEPHONE BOX LI j SITE UTILITY POLE .I RETAINING WALL II FENCE 10' CONTOUR \`. \ `g---i`.� _ ..—..— - ..--.— —..—.. _—.._ VICINITY MAP 2' CONTOUR --------- - . _ - _— --. - --------- -- - --..--. _—.-_ FEMA FLOOD PLAIN i! I I 1 NOT TO SCALE WETLAND LINE — — jl I SPOT ELEVATION �� I EMERGENCY OVERFLOW E.O.F. as as ' Iii !'I _,,., �:` SHEET INDEX SILT FENCE ....................T1. INDEX �1 TREE FENCE ......................... T2—T6. TREE PRESERVATION PLAN GRADING LIMITS ••••••• ^•^••••••••- TREELINE 1 SOIL BORING I KEY DENOTES TREE TO BE SAVED DENOTES TREE TO BE REMOVED NOTE, REFER TO TREE INVENTORY REPORT FOR TREE IDENTIFICATION AND REMOVAL/REPALCEMENT INFORMATION. CALL BEFORE YOU DIG Q Y 11 Know what's below. "`1���'^^�L�k CaII before you dig. The subsurface utility information shown on this plan is utility Quality Level D. This quality level w s determined —1 to the guidelines of CI/ASCE 38-02, entitled "Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data." SPECIMEN TREE • ANY CANOPY TREE WITH A DBH OF 36 INCHES OR MORE AND ANY UNDERSTORY OR • ORNAMENTAL TREE WITH A DBH OF 10 INCHES OR • MORE THAT IS NOT EXEMPTED AS A SPECIMEN TREE BY THIS ORDINANCE. CITY of MONTICELLO TREE PRESERVATION CODE • REPLACEMENT TREES REQUIRED •• EACH HEALTHY SPECIMEN TREE REMOVED OR DESTROYED SHALL BE REPLACED WITH THREE OR MORE REPLACEMENT TREES EQUALING OR EXCEEDING A TOTAL OF EIGHTEEN (18) AGGREGATE CALIPER INCHES. •• THE REQUIRED REPLACEMENT TREES SHALL BE PLANTED WITHIN 12 MONTHS OF THE REMOVAL OR DESTRUCTION OF THE SPECIMEN TREE. • LOCATIONOFREPLACEMENTTREES •• REPLACEMENT TREES SHALL BE EITHER PLANTED ON THE PARCEL OF LAND FROM WHICH THE SPECIMEN TREE WAS REMOVED IF SUFFICIENT SPACE 15 AVAILABLE, OR PLACED ON NEARBY LANDS IN ACCORDANCE WITH SECTION 4.IIEI, ALTERNATIVE LANDSCAPE PLAN. TREE PRESERVATION CALCULATION • CALCULATION$ •• 9 SPECIMEN TREES ON SITE, 8 REMOVED FOR GRADING ••• 8X18= 144 Aggregate caliper inches ••• IOVER STORY TREE =2.SAGI ••• 144 AGI/2.5=57 TREES 0 150 300 600 (IN FEET) BENCHMARKS 1. Minnesota Department of Transportation Geodetic GSID Station No. 93813 (MnDot Name Golf). ELEVATION = 974.53 FT. 2. Minnesota Department of Transportation Geodetic GSID Station No. 93803 (Mn Dot Name 8605 S) ELEVATION = 966.55 FT. son[ rciDge "nve wc, Revisions: 7, 5/6/22 Rev. lots for III 3, 411 D E N A LI INVESTMENTS (� Carlson onm Blaine,ite MI 1 hereby certifyethat this plan, specification Print Name: Brian ]. Krysto' a Drawn a, 9/13/19 Per City Com Comments T 1 en al B, 0 55449 or report was prepared by me or under my 2.1/9/20 Per City Comments HAVEN RIDGE I Sugi--nn9 I Phone: '(763)489-7900 I directSupervision and that Iamaduly Signature: a ID¢5ign¢tl: eJK I3J/22/20I 1::tyComments I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I McCain I • rveying Fax: 763 489-7959 ticensedPmfes5ionalEngineerunder 4.9/10/20 Pe r" Comments Monticello, Minnesota (A) the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 grading Fridley, MN 55432 / T$ \ I \\\ `\ I PROPERTY LINE EXISTING PROPOSED I I 4 TRD 501 \ \ EASEMENT LINE ------ ------ I I I I \\ CURB LINE ______ BITUMINOUS E----] 0 ' i I ° — a• \ I CONCRETE SANITARY SEWER 111711 ---�->— \ I STORM SEWER ----- Y >� HERS) REALIGNiiECIT D� \\ \y �i0 TENN R MAIN DENOTES OVERHWAEAD UTIDTY STORM CATCH BASIN ®abo STORM MANHOLE 0 OUTLET CONTROL STRUCTURE O 0 MANHOLE HYDRANT YP 'V I 1 01 S'2\\ `'•\\ GATE VALVE Da \ �\ TELEVISION BOX ❑ DD \\ \ � s f TELEPHONE BOX ❑ yS; •, D, \\ \\\ UTILITY POLE `n RETAINING WALL 5(��62 �J > 95 94B •,���D\ \\ \\\\ I FENCE — 1 0 D\ \ \ \ I 10' CONTOUR — 2' CONTOUR ---- i D 0 85 `SS`SvS 3 D'DD\ \ •D\\ \\ \\\ I FEMA FLOOD PLAINSo 2 WTAND LINE GRAVEL ' D 5 S CCS _00.0 POT ELEVATION CONSTRgCfi, IO E.o..F . ENTRANCE; �\% EMERGENCY OVERFLOW 10 0000 T"❑ARNQE 3 SILT FENCE 6 TREE FENCEIs a a a a a ® a - GRADING LIMITS _ TREELINE (—Y—Y—r1 696 2 \� 104 SOIL BORING 0 • D\ \ \\ •` 0se-s �\ ° ss+s°O sso Cod\ \ `\ I I KEY 14 s I \ I I DENOTES REEVED \ x S 6��5 05 s Dv `v 5 1 00 •,DD\ \� \\\ DENOTE TREE To X X \\ I BE REMOVED o S t \ I F •DD \ \ °\\ 106 ` is •. D \ \\ NOTA 6 s? S/ ' , DD\ \\\\ I REFER TO TREE INVENTORY REPORT FOR TREE I li I I 9 6� O /� r 95 \ �. / '• D \ `\ \ e\ IDENTIFlCATON AND REMOVAL/REPALC£MENT 6 s I INFORMATION. I li—I I % 26.2 0 A'e1�1 .S �g A I / •. DDAV A VA I X \ \ 12 7 S ss+ 9s ss 107\ 6 \ III I j s sso s252 c � s' � \�(� A' so ass \ \ •Dp \ \ \ �'' �\„\ I C 126 S�/s+s°965 6 F SS+s 108 \ 2 "sa s \ s?s so F8 lc�,v air \oc � I I o 3 Dp \ \ \\ I u s ss s \�s° o ?9 s9 s xs S+s° 09 WETLAND BUF r9 5,861 SF '_ �I: r:�.•. ��\ �\\ c so ss. s62 \\ P.DD\\ \\ \s%it. (5,861 SF REQUIRED)I I I tl:i5,4 110 °\ \ +s : S �D D.D\ D \ \ \ \ \\♦a\'t\\r\ F ,WETLAND FILLso \ Gs a 3046 F. o 4 s � I �� �I; 1 I I � !o�J 9 v c �y \ ssZ D \ \\ \\ ',��y•" X\ NETLAND #9 I I .I. s-. `\ \ \ 123 \2 `s ss +so s?e q, sssss+s� 1 1 s • DD b \ \ \ M1•� SIGNIFICANT TREE s \ ` G . (R HWL = 957.8 j 1 �: t''" s\ s s 3 1 D \ \ SNOWMELT = 957.61 B—B HWL = 957.9 1 112 N 1- 7 122 .5 \ \ \ s 2 D \ \ \ r9s 1 ss F2J i 1 %( s ss+ s 96) ssS�--------- `• I; II •+.yo �\\\� \ \��95���� s \\\\ \\\ \\ �\ ?p sss1 \%Po .. / c �sss ` 13 ss 309 TR \6\\\\ "'\\ I o zs so 100 zr D s�� 20v� s VSJ > ®TW a vv \zz I� 7 �. ���� v v� N. = 954: . ,� " S�s+so s. s6sss+s 7 vV\ v ,� v \\\ \\)AY SNOWMELT = 955.7 s �• e s 1 \\ i N FEET) \ \, \ 962 6^ /\1 eTW 75 \ \ \ y \ 100 YR HWL = 957.2 \ s• / 6? ss c \ w7 PETAININ \ \ \ �.III ., -y} %II �\"\ \ \°\ rsL ° `°a�\ \°^.�\. \ "°\�� e„\\ �\\\\\\ \ \ \\'\\ \ \\ \ \ \ \ \ \ ` �\ \ \ \ e\�\ \\ \e �e ' 11%�°\/ 0s 0%SS�{so I cs s. eoo•sss'^ o,s 9�y'\�s\$e\ se s 9 6o ss+sSo �`s �J �� ®®aBwW .o5G \ � \\ \\ \ \ \\\ \ \ I BEN CHMof Transportation ARKS1 YRB-B HWL 957.9 g 4 WALL #1 1. Minnesot aDepartment to RETAINING WAATEiAGeodetic GSIDStationNo. 93813 MnDot L \\ Name coif).TO BE PROVIDE 0 CIT\ j 'I �'"o �� 4°\•.\\��` w'°\ ��\ \\\\\ \\ o � VI 1 • � '96�� J Lcs f ®�Tw� PRIOR TOINSTALL/ ON. \ \ \\ \\ I ELEVATION '•974.53 FT. Transportation 2. Minnesota Department of II % \ w\\\\,2 •+.\�° ��\��\ �� ���/ I ( 118X\ sss \.A r� J3,0 p5\ %X \\\ I Nam8605 de t1 S)Station No. 93803 (MnDot 10 /�+So �, sso �_6%i.`�1 _ 9 516 \\\ °\\\ NO GRADING SHALL GO \ \ 6� N\ I h, \ I so;,o�\ �_-- �,9O ®g�C BEYOND THE PROPERTY LINE \ T ELEVATION � 968 55 FT SEE SHEET T3 — ° rr s ` 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for BIK 3, 111 D E N A LI INVESTMENTS T ^T 70 - Carlson onm 6Mite 100 1 hereby certify that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 1.9/13/19 Per City Commen s 12 en al Blaine, MN 55449 or report was prepared by me or under my 2.1/9/20 Per Ciky Commen s HAVEN RIDGE • engineering phone: (763)489-7900 tlirec[supervisionandthatlamaduly Signature: 2 D¢Sign¢tl: eJK 3J/22/20PerCltyComments 1313 Hillwind Road TREE PRESERVATION PLAN of McCain ('surveying Fax 763 489'7959^7 LicensedProfes5ionalEngineerunder 4.9/10/20 Per CltyComments Monticello, Minnesota (A) the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/°8/21 Per 2ntl atltl. 6 Ph. 2 grading Fridley, MN 55432 / T8 SHEETT2 \� o ss \ LEGEND O sz � � •n \ \ �\8�\ \ // / z 1 EXISTING PROPOSED PROPERTY LINE \� °+� \.,° \ \\ \ \\ /� r/ \ 9s6j O C \ D A\� 9 ® C + NO GRADING SHALL GO Seo\ �• ° \ \ \ I / q5,o ®5/ I BEYOND THE PROPERTY LINE �. EASEMENT LINE ------ ------ ° n \ CURB LINE BITUMINOUS CONCRETE \ D� \ 96 \ \ L-�r<_� O 00000000.5\,d\�° �`��•n `"'\ \ \� \\ \ GGs+s°�•� \ \,�\\\ \\ �a \ ••. 11 � y!I SANITARY SEWER,,; �-�....... ,......° ' \ xsm\ ��\I \ \� \ \� 96d'i? O C A \\ \\\\ \\ STORM SEWER ----- Y >� °'0°0004°0°�> 4 -' .\`4\ \" as.4 \\ \ \ 2'O '9c� \ \\Is \ \ \ II WATER MAIN ------ 1f: . \\\\ \\\mortal w`\\ Qa\\ \\ 5 \ S o ® \ \ \ e\ OVERHEAD TUT �° cnou �°\° �0 o \. \ \\ \ :,• n\ \ •\ \d\\ S 54 12 �\ \ \\ I STORM CATCH BASIN ® ® : s 000 0\ \ \\ \\\i \�`\ °P\ ss \ �j STORM MANHOLE �00000�o o a� v v ,ems �\ aa 116 vA v Vv I OUTLET CONTROL STRUCTURE 0 0°0°0 P°^' �T°O°O°O°OOo°oW� ^+� \ w. MANHOLE ° °° 0� °��°°O°O \ �\ gsss.n '\. >y GT s \ B O 25 \ O ° a� �� 'W � ° Soso 0 0 \\ � \ \ \d'd. sa 5j?o < // `rrx / s2s HYDRANT 0%°do �`° "_.°g o o \ \ \\. '? �� o G / \ s \ GATE VALVE oa 0 � M"No W, °° °°°°y° ° \`\ w w \. \�� rn tr O � y,\ m�0000°°°°°o \ �• \ \ a �. \ \ \ I TE EVSION Box o ooho°°°q��agogogoo°000°°o \\ \\ �. \ w. \. \zra SBz 1 5 0 TELEPHONE BOX ❑ °0°00�0°°�� °°'d °°&°\ \\v.ss.'o°o \ �.. "" o v UTIUTY POLE g°°�° �° \\ tto� tw ° \ „• -� 1 528 \ \ I RETAINING WALLy��¢°o?P�o��4°°O°O°O°O°O°�Oq°y \ • \ \� \\\ \ w. \, ��� NT$ 0 ITRD 529 \ \ FENCE °°6°00o0o°OdOO� -O �s°°o�0°0 0°00000°d °� / o \ \ \\\ w\° \ xsti \\• '•a• ml 531 NO GR NG SHALL GO I \ \ \ I a �\ \ I 10' CONTOUR - - °000 Ody° a°�°°°�°°off$ °seg,gocg°��°°o's ''\.\ \ \ \\\� •=,.9 \ \\ \\a D 5 BEYOND E PROPERTY LINE 2' CONTOUR ° \ a 1� I \ \ 9• FEMA FLOOD PLAIN 00ooD°�00°•n°°°°°Oo°0 �. \\ s \ \ \ \ „• \, s \ WETLAND LINE tz 00.0 000 o0°O°°°°° .n• / • .\�\\ \\ \\an SPOT ELEVATION -o__ . ___a. - . � 0°0°0°0°0�°o�°°Oo°°tm°i1� I � \ \ E.O.F. °°0 •\� \ ss \\mow \\ m 35 \ \ EMERGENCY OVERFLOW 44 bb \ °O °.QOoO°o°o 0000000000 `\` / / / ya \ -\^+° ° \ \\ ` �" \\• � STET FENCE a • • - \ °°o°e°O°O°o °o°A \ �' / p 17 TREE FENCE ...... m v \ se- '°1°v°°oey91 I / / "SO GRADING LIMITS 4 4 4 4 4 - \ w° �\ \ \°• ass + - \ v \sx° \ \ \ \� 72 TR 557 \ \ \ TREELINE"•� \ "•\\ \ \`\ \\\ �• a B° o�Ros \ \ \ \ / a,. POND 100 \` \ ¢x I I TRC ss8 \ \\ \ II SOIL BORING NWL = 949.0»• T �\ \ \ \� <� ° 96 wl\, 1��� p _�- I \ \ \ •-�� r 0 1DAY SNOWMELT = 953.1 \ . \�.. or TRC ss\ \ \ \ \ \ II ' r 10UYR HWL = 952.7 \ \ \ W 90\ ----- r/ \w.100 YR B ®HWL 954.3 \ IT .� \ \ KE r v \ \ ya `� \ '� \ \, 0(/ J I TRD s�Q I DENOTES TREE ,, .. 004444494. \\J /� \.9 �\ \w I I a•.\.•.' �.a. •. \*' s •an to TO BE SAVm _--- p \\ �° \ �\ I . .^'..� •.�. .. .. . \ p \ \ w DENOTES TREE To X X 9aa \ \ a. :• xA• •� �. `� \° \ \ \ \ \ \, \ BE REMOVED � 4 \\ "+` \ � I• :.:.:. �� mow\ DTe• \ ��`,{\ .w \ REFER TO TREE INVENTORY REPORT FOR TREE 956 �'� \ \ \ \ \ I `� ♦ \ \\ \ I `"• \. \ w. \ \ $ \ IDENTIFICATION AND REMOVAL/REPALCEMENT \ \ I I io4.'�• \ • D \ \\\°' \ �\ \ \ \\\ \ \ \\ \\ wFORMATION. 957.5 957.0 957.0 957.0 A /� \ •� � \ ( I 1 .."' � �«,• �� \ I \\\ \ �\\ \ ���\ \\ � \ \ \\ ` \\ \ 11 i Il 41l I WU 957.5 957.5 957.5 9575 �\�� ss \• ,, I51 � D\� \\\\ � I \ \ y I w\�\ \ \ \ \ \e \\ WO WOII �\ • p \•�,„. \\\ \\\ \gin\ \w\ \�`\ 7A soxss soxss soxss soxss sox WO(2) 95j.5 /`�1 vv -A• v\.w. .v v vvv A� `V���•\ �s67 \\ AV \\ 1' ! 965.0 G soxss w / �\ \ ?@• 't' \ \ \ , II I 41 I 965.0 G 965.0 G G Ol 2) 95 i \ .`!.' ,p\ �?sl I \\ \ -cam: �'.'.'.'.'. .°\ate\: \ \ �D 562 I I, 41 965.0 G 965.0 G 964.0 5pxss 9S) p � ! \ •.�.. � � � p "* '�\ ..�'.� m. \ 1� I 1 I 4� ssa .s \ :,• :•\,� \?,. E I I I €I g 0/ i. d ,D \ I \\ \\ ni.6 sza I I s4 / '.`L . .. �\ I \�. �:.. 1�.•.'.`.w.•. ..... \ \ \ \ \ 62.8 63.1 PVI 2+50 62.8 96462.4 0 G 3kSS C .�. .. .�. � S ♦ h. :'�♦♦ . D I �. \ j:'.'J'''•': .•... LL. LL.... w7RD 564 _o.sox s'a 640 sss� X •Z•:`: .,P.S \ .p °', \� ;%� \`•••v'`•�'.•.•.•.".:...:.. \�,� \ 1\1 1 I T 0 _ I I +oo _ _ _ �_ _ _62.6 -I- - _ - _ _�___ - - a+oo 9 s° � S . • -> � I as o .�. .'�.. .•.•.'. �/ \ \.•.'.'.•.•. w, \, ° o.6�oz 0.60% 6 62.0 -� ex +ss �J ^/ \• "s' r Z •"'.'•••':':':' \ •aa� 'a \:�.. w.\\, °� 1 p II II' 1.9 961 562.5 62.9 06 ms's" 9 10 • �• �1 II ��\ w° �p\` a.\ .'Sx I \ (.'. .1: .'.'�1' \ Wv` I of 964 63.2 62.9 964 62.5 \i9. 6`j4 / �' / `9S'> \� \ • r i 9A\ \` I\ ♦ 'w\ \ \\ . \'�• \\ w° sr.g a °\ \ ,o +s�� � • I J J '� z ll� � � a+. p ��• .. �:•........� / �� wa \ \ \ t'.'. `.'.'.'.'.'. �. \ °n�\� 965.5 '� O N i of sss.o G 965.3 G c c 965.6 c sss.3 °° J 138• • �,' 153 0� \ ` 1 soxss soxss G �. ' `\-t .e c X 1 1 \\ 26 0 0 Q �::•�/ \ \ `^+, \'-••: •'•'•'-'•'• \\ I \soxss soxss soxss 865.0 ss \ w• •::.'... \ \ \-,• s LO LO 9szs LO LO 7 9sa.o u II 960.0 ss7.a 9sa.o LO e $ � � � �� \� / I r r ;b '•:• "°�.' \, �, °' \�. \ -\ . • •. 960.3 960.3 5 ? o O o \ 960.5 960.5 957 I 'I - �k-- ��152 II �N OX m o I•• q ::f �``\ \ \ Vii' �i1 II I of 186 �-- �-- � 9s,��J � r'139�m '� I 25 `-� o } � -+-\=«;v.`.r °'`\ � \ \ w.\a.\ � -`• - "`-`•'- 185 184 < s 12 U O �� 1154 = s'�'' a. v\�v vl 83 52 2 3181 °� �p o \\ L r F « \ It 6 180 \J o o * o J\\ `\ \;•; •; •;•` \d n I 157.4 • , EX.56.8 EX.58.9 EX.56.8 3 7 99�<0 ss NTg ^ \\ \ �L N u• o rn -1 v . `Tn t� \\ .,. \ \ w. .. . r \ S �' 140 � R •l' o �.\ I ;�.•..•.LL •\ J r w r 79 y 1 3 151 �� U o fi 5 \ \ I - 8 / v s �� `off o \ \\ 242� ' •. `� `:1 v WETLANtlr',\ w° \ A ..... o fN0 > 3,511 S,F. \\ II s }v sl rr `ois� ct 141 �\ \ tp�, �O x ` I ..)t •,• op moi/.' vvvvv - - 1 8 °� �, 0 14V o" �� o p �� 1156 gym'\ �::°v ,•:':: �A vvvv In I ds �• � � m /�o ° r - - - - - - - - - - •� • v 6' �$ �'\o J ,\ 15 �.-� .�8 _� , :y o:.:.-� \. 0 25 50 100 8 55.5 - - �: �: �:':': �:�:':': �: �:'. ` •.• � .S o , �( ` " ,r ( y 23 6' GT .•'�' '. �j'..... �.•/'.•-'- n l aI ` � � i / Pito �'..�s�srss...•.'.`.•.•.•.'.:\.•.' ss �� �oo\ \ ^� \�Y � s � �- � �•.'��. (IN FEET) I -41 _ \9f• s�o „ 142. \ ::::--..... I I � \ \ __ p•`• o`r � � � s� \ 1 5 \� \ \ q:� O � c' s 1 'ss � o��_•.' ... .-1.�1 - - - ••Y�' ��1*. ��`:�: •� �\7 � \ o ? x��o I ..��...CY.'I. •. •. •. •. •.`... •. •.•...� aI �\ `'. _ / 149 j I �w 57 ' +� �...:.:...::...:...:' BENCHMARKS i I 525 \ v� d� • 1 G ao NO S \ * \ `• ••♦y'.. n.. ♦.•x•."..x a.. ♦:...:� / I o n o\ > 22 '3` x 4 .•fid•••.•••. •".•••.•� 1. Minnesota Department of Transportation I voovov oo d•pb`,vv"'j S000.ov �. LL�� _• GG s o ma • • •LL, ,A 143 N t:''` 1 .� .\•'•'.'.'•'•'\• t•'•'•'j a 1'•'•'•`• 51 �. �''o �$\ J` \ I' °/ �,op{`••-`-`• ' Namcastle e tGeV). Station No. 93813 MnDot \ \o, m pro ♦ ELEVATION >• 974.53 FT. 5 o6 0 \ 9\ 48 }I /,{� � ` " " I`• F". 4 �"• "•.••'• . • C �'O \ 21 � 'r �� �ou' 2. Minnesota Department of Transportation I /I o II :'1: . .. 4.. i.•'• 1.: \;•'•• 144 \ �� \1111 �-' :. p. ,!'`•'•'� OU TLI Geodetic csiD Scotian No. 93803 (MnDot I ... , 4 jj1 .LL. ` G ,ro{ � � A � {`sS' / � 1 7 � i -- - G1 , x ..I•D.'.'.'.� Name 8605 5) I I G�' .y r•.11 �� I 1 •:'`•,I. �J` %'o d' !/� 9dS g \\ -- - --- - -- - \ �� -1 ••um'.`I. .� ELEVATION 966.55 FT. *h l 0 1'•'''`'•'• '.• •�• \ o� \�� ss 0 60 1 45 1 46 1 47 O sp -t' ...J WETLAND !k s _ •� 10 DAY SNOW MEL" i c r 1N I :•.. .•.,�.• 175 x,�SEE SHEET T4 1� -�,' 20 159 �.p.•., I : \ In nnv cNn�i� ORA R F . .d.. �. y mom,, '� 0 \_ � � (�)� �, � I,�...t.�.� 100 1R HWL = 3890 Pheasant Ridge Drive NE, Revisions: 7.5/6/22 Rev. lots Por BIk 3,4 & 5 D E N A LI INVESTMENTS T T)Carisqn yir $Uite001 hereby rens y that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 9/13/19 Per City Commen sonmental Blaine, MN 55449 or report was prepared y me or under my 21/9/20PerCity Comments HAVEN RIDGE engineering phone: (763)489-7900 direct supervision and thatIamaduly Signature: � 2 Design¢tl: eJK 3J/22/20Per1,:1Comments 1313 Hillwind Road TREE PRESERVATION PLAN of ° rveying Fax: (763)489-7959 LicensedProfe55ionalEn9ineerunder ♦ 4.9/10/20P¢rClryComments Monticello, Minnesota McCain su he laws of the State of Minnesota Data: 4/5/19 License # 25063 Data: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 T8 ww.carlsonmccain.com 6. 5/25/21 Per 2nd add. Ci Comments '1 45 14b 1 'Ic L 10 DAY SNOW ME T 954 8 175 6 (957.5) 100 YR HWL = 955.0 5 100 YR B-13 HWL 956.9 LO 50X55 � R ss xso rn j 174\ 's, os �z 965.. 965.. m 116Q P` '.V 0 Po 4L 5 -X - EX 5z7 Y7 17 ---------------- - -- - -- 'VI 1. -16 x 6 3.2. 63.61 61 - - - - - - - ----v{ SIGNIFICANT TREE EE E v - A) Z6 1x1 1�1 o, N p�2 'TRD 700 TRD 698 3 TRD 6990 24 11>�51 > TR TRD 697 IV L> �1 7 T D 7v.6,9 6> R 5W T 6 01 5 O s O 6 0 LLa1-\ d f�Q � .. . S o I N o D 8 4 '168' D :::x:-:- 19 WETLAND J5 j, 10 DAY SNOW MELT 954.8LL�lLLN ILL 56 0 100 YR HWL = 955.0 c) 100 YR B -B HWL = 956.9 MT ;�7TRD 82 ",�o 4 . . . . . . 736 RD 7,♦ ...... 8 607 10 DAY SNOW ME 0 YR HWL 955.0 4TAR D - -4 715 7410*�'- 1'5'1 8 56 B -B HWL 9! FV75901 1HYRID G T� \- ' TRD 810TRD W051 48 - -'a 7P C� je, 7?2 754 TRO S' .7 a 7fH >1! TRO 75' TRD 81 n "YOTD - 5 TRD `F0 'TND as8 5T 9 87 RETAINING WALL #2 • rRD 8274"0 OUTLOT D TRD 8430 tb w, - 4 .: RETAINING MATERIAL 55X 0 &, /�p aV - "YO 84A 19 TO BE PR ALL To CI Ty vv D TRD•11VIDEDM lA 842,V OTRD Z PRIOR TO INSTALLATION. G TIRE 8400 0 TRD 841 WRD 546 TW'60,0 UJI lt�l I " 9. UJI DT 0 TRD 838TRD 907 TRD 850 7kp '66 0 TRD 836 & TIRE 839 LLI TRD 18.03 ELM 0 TRID 906 OTRD 904*• 6 LLI 2 TRD 953 TRD 908 TRD 9050 TRIO ....... 0 TRD 950 AIRING :> TRD 909 '44f Y BUILDER) TRD 947 OTRD 951-948 TAGGED TWICE 0• QTR 945 TRTDRD936 949 OTRD.911(S, vvu(2 944 -0 RETAINING WAILL • TR BY BUILDER) 0 TRD 934 TR�D- lout - 935 -1 1*6rRD 627 TRD Z.;5 E KEY 9 SIGNIFICANT TREE 4-, s, -80 DENOTES TREE III 'qIIkPR TO BE SAVED 8 GRADING 11 .... ... Z, , �-e COMPLETE DENOTES TREE To x x 93 TR 02'- -4i 41 BE REMOVED V,7 7 204 I> ��: IV 7" > D 2 0 9;�� �,;. - N0TK- D 92 ZD TRD REFER TO TREE INVENTORY REPORT FOR TREE c :DENTIFICATION AND REMOVAL/REPALCEMENT FORMATION. �5 oo•WETLAND #5D 2j5 / 41 SIGN TR x 10 DAY SNOW MELT9= 954.8 100 YR HWL = 55.0 N ss 100 YR 8-13 HWL 956.9 x '977 x TR 6 TRD 609 X X SOO = X9 ly D 10 DAYS T = � EXISTING PROPOSED EXISTING PROPOSED *0(), )a K se "0!ZT2 9 60 PROPERTY LINE TELEPHONE BOX El §b7,15600 EASEMENT LINE ------ ------ UTILITY POLE 50 . . . 0 25 50 100 CURB LINE RETAINING WALL 6D0 BITUMINOUS E - - - - 10, CONTOUR 67.0 954- CONCRETE - - - (IN FEET) 591 e - --- SANITARY SEWER 2' CONTOUR TRD 1• 89 962 TRID TRID 620 STORM SEWER FEMA PLOD PLAIN BENCHMARKS 965,5 1 !%0 • . •. •. •. •. •. •. •. . AS 61• WATER MAIN WETLAND UNE 00.0 DEI -S 14. WETLAND FILL 0 TRD 9 OVERHEAD UTILITY SPOT ELEVATION ON ----- - - ------- 1. Mirn ... 1. Department .1 Transportation E.O.F. Geodetic GSID Station No. 93813 (MrDot 987-- 9735 S.F. . . . . . . .• . . . . •. • STORM CATCH BASIN to 199.1 EMERGENCY OVERFLOW .4. , *0 No.. Golf). WETLAND FILL . . . . . . . . STORM MANHOLE 0000 T�650 S.F. OUTLET CONTROL STRUCTURE 1* SILT FENCE . . . . ELEVATION - 974.53 FT. ".9 MANHOLE 0 arm TREE FENCE ... 2. Minnesota Department of Transportation 962 - 'r -a- HYDRANT GRADING LIMITS Geodetic GSID Station Na. 93803 (MnDot . . . . . . . . . . Name 8605 S) GATE VALVE T� TREEL-INE TELEVISION BOX 0 ELEVATION 966.55 FT. TRD 989, SOIL BORING SB -5 3890 111111"t Ridge On- NE, I her, Revisions: 7. 5/6/22 Rev. I.. far Blk 3,4 & 5 S8 100 fy that this plan, specification Print Name: Brian 1. Krystoflak, P.E. Drawn . KRO t 9/13/19 _/tg Per Cit, DENALIINVESTMENTS T4 tat Blaine, MIN 55449 hereby prepared by me or under Per ity comments HAVEN RIDGE comments or p P T)Carisqn 1: �,- yr my report as direct supervision and that I a. a -0!!IL D 1: .112111.1 P1:r I I I munerts T engineering Phone: (763) 489-7900 Signature: ��n­ 4&, r 1313 1-1111wind Road Monticello, Minnesota REE PRESERVATION PLAN of sur,ayung Fawxw.c(763 489-7959 ---d Professional Engineer under ♦ Data: 4/5/19 C:ty Comments Fridley, MIN 55432 T8 McCain w rl o)n m IT the la- of the State of Minnesota License #: 25063 De 5. 3/08/21 Per 2nd add. & Ph. 2 grading a sccain.w 6. 5/25/21 Per 2nd add. city Comments ���"---------------� __ ----<n.-ae,-a -�.-=a-a. \ / PROPERTY LINE --------- EXISTING PROPOSED $5TT3TREET- --- EASEMENT ------ ------ -r CURB LINE -_-_ _ - _-_ _ _r _ --- ---- --- -------- -- . - - -- o r �'.�o-- --- --- - - --- - ---�-- •TREE- - / I 0.709 ' 65.0 _ - - v • • � BITUMINOUS ] I _ / - . � . - . - - �,v- �� �. .---• i -•T_ •-'�� _!� �- •-Y� a,��•.r•-mss y • • •iRE=6� �� T�.0 �C _ � �i � CONCRETE C � _ ] 0 • r0\ - nn ----------- �h n� �`O �`O� • 6p � __ SANITARY SEWER zv > 3592 643TRD 700 0 0 b V D p 1 S� STORM SEWERR MAIN ----->Y >� TdV TR590 \ 8C tt (\\ \\ in •• '�u �O Gggg • R11 T �0 fp 6 � OVERHEAD WATEUTILITY <- - �' b \ \ ro TRD 713 TRD 699 TRD 698 D 6 \ : D 3 STORM CATCH BASIN ®� ® ®� aDENOTEnon 61.0 61.0 62.8 6,61.5, 966' � 342 964 z 7 343 394 �� z ! 8 J (960.5) W (958.5) (959.5) R R R J w 55X50 55X50 55X50 1'n 966.0 G 967.0 G G 968.0 IyJ 964 63.1 96fi 64.5 65.8 fig ,a, O / a • • . WETLAND FILL \ , qT TRD 712 . 4 3 • 6 \ \ TRD 697 �O O lied STORM MANHOLE 0• I I I I I' Ek.61.2 S.F. ' �yL�� \\ \ • OU TLOT • G O 68q 6 .fR D OUTLET CONTROL STRUCTURE TRD 3 73 , 6 96\\\••• /I -_N • . O• • • •0 e • + TR4 'z 1RD 7 ° D657 6 5 MANHOLE YDRANTO \ -- - �•• .. , TRD 35$b'�960';. d t \ \�-��_.iR y2 •D 703 +T( -D,69 5 D 1 D GATE VALVE Da I I I • • s? \ 954 - - 0 % TRD 701 69710 s O 6 0 8 TELEVISION BOX ❑ • •�{�(((yj/���5yy. `-�r962�0 \ 1oo \ 950- ��711 X TRD709� TD 8 O 8 8 91 �0 S I '?\ I� o TELEPHONE BOX ❑ LL71 I s2s ,\9 5.0 NVIIL Q- X X TRD 7 �; , 'D 7 1 _ O J UTILITY POLE `n i(;- d+ %jTR 7 ) RETAINING WALL D 3T7 \ DAY SNOWMELT - 9e - D z II I 966.0 s� \ �o 763 D 774 7 rn FENCE I I' 9s3.s ss4.o I YR HWL = 9�7,/a T rt � I � \ _ 6 "� D 3 �+T -I 10' CONTOUR - - YR B -B HWL - 95 .0� ag rRD 7 s LG W� 262 \ J s�C SIGNIFICANTTREE 9yo /// O 7 Qg 66 �O 0 TRDI FEMA FLOOD PLAIN ---- I 5a tb 2 " j7 o ss > 76 2 x TR o11� I. 55X50 3 6 9 Xa .gyp >2 O WETLAND LINE \\ (` \ *� D 1 \ \ ` / 736,E 9 006 TRD E� O g0....7R© TR 8� - I SPOT ELEVATION m 0 80-T m EOF 11""'0 TtRTRD 80 TSI 0. 0 EMERGENCY OVERFLOW 44 4� 741 ;w.`C­ 0 g'I IRD RD. 9 O 1 0 SILT FENCE •0• - SIGNIFICANTTREE O E 69 2. ey\ ° I ss q ��� ss 06 D K1 00 0 8�T '%.. e ®®® a ® e a - :LEMORE aL E NE auoo _ s* I*I 1 �1 E C Sao ` ti '{�0 759r RD `11§ TRD 810 TRD­7& X �S*� REE FENCE 0O -„ �` 50 TRD D 818 \ X 7 \ GRADING FLITS D D D - & 65.4 1.60X I 1 89 66.81111 0�1 TCc c.2 N h Sp C.) o�'o qN D 754 iR9 ��Ftp 181L 392 SOIL BORING INE YYY1 -s qq D°??5 7p 68. g'$ TIM 968 T) /4 ' , TRB •749'OO� TRD X53+ TR%B1 814k TRD1 5 f 90 �oi 1 < sa 7RD 749 "-0 7RD 75 --TRD m 1 m. 2 7RD SIGNIFICANTTREE -- 7R 815 TR5 o o I hr 'TRD 7 6 D . • • • TRD 8277092 O°2 7RD ATS/ TRp O 56 8'rcOD _ $ ��{1.1 8 TRD KEY f 1 II I �\•� ,? ` o� �ch� 263 TR 7y8 le D 7211 „\ 6°M •7RD 830 q0 9 TRD 843.9 s 82� S�O'(RD 82� TP0820 �� �p gs>0� �D 8 v.. DENOTES TREE 1 �- �% TC 69.2 e 4 T\R o IIiD 831 - TRD , 4' TO BE SAVED nl in I orn o� w I iue \ J SIGNIFICANTTREE \,o� TRD 842 r TRD 844 84'O pBy2�01ma858 8 q,c 74 34 / +� / i ,�° 30 NSI 'tet I to \ I oo / ( i TRD 840 r TRD 841 TRD 846 B TgO.t y8 ` 5 DENOTES TREE TO X x o `I- O 6 TRD 848 D 8S 88 BE REMOVED D/719 �J 9 8A D 8 9.- 2 D LU 1 ° , . - r - / ✓\ r, UTLOr 7 ' ss TR 8 TSD \/ 60 JS D 83 TRD 838 r TRD 907 TRD 850 TRp 88 O 88 7R ,o TR 4 'TRD 836 ;TRD 839 /- I I u� A , - . • • • • "i° TRD 35 q' TRD 18.03 ELM ti 8 cd �I '\ dh 's I • *TRD 906 TRD 904•• ie6 v I NOM I. NI TRP Seo 6 E7� 09 N ��, 264 °' • I •�T 3 \\ I N 952 TRD 953 TRD 908 TRD 905,VTRD 3 I 6 RTREE INVENTORY REPORT FOR TREE I I \ • IDENTIFICATION AND REMOVAL/REPALC£NENT - 5 TRD 950 rRD 7.e fE • O H INFORMATION. n� 373 L of I �.° ,� . TRD 909 • W -/+ 29 I 1 g� s TRD 947 TRD TWIC 951-948 TAGGED E 06 89 j W I o I s2. o ♦ I 6 X19 R so ��• TRD 949 TRD 9f 5 N 66 . • s TR 945 i 960 \ .Ir, • • �� ITR 944 • 4\ 9ya . i \��' W 347i^D TRD 934 • �O ° ° N % 3 c°'o " \ Kiri 1 I -1 0�' / I �• TRD 9 3 9 @ o\ TRD 935 • ° •�L ,. F�TRD 936 ., ry I TRD 12.05 E 372 348 ,l, I se 6' �NWL = 956.0 JJJ oeb � ,u 28 %� W o ;A - - �- �_i 1 DAY SNOWMELT = 95 e66 09 ;s� �.0 sTRde� 2 a l 958.7 SIGNIFICANT TR B -B HWL = 91 I TRD 969 s T s' so.95o G95/ - OUTLOT H�° 954/ t-•••'•.-.-•',-•5.�, .•• TRD 96) s� D 93 �D �O �O 'sr� 96 1 �/ 7 9, '�2 02??��i�QOA co TT��h I s �� TRD 970 •• r D 4 ',4 938 S 0 "I ( •Y 349 Fls d e - -- _ / -X '� LANDFILL 958,, • • • , • ,y 127# S.F. ... •96aJ• •• ' ° 2 °j D 92 TRD B // apTR 962 gp TR 12.01 LM 4 8( /2681 � - I o �\ _ �'� q O� o ELM o� �'� ATL A, ISOG�6 �' �G 6 a > I Io% 11 965.5 ss4.s sn 759 /l+ ` ��y sos .1.� h / �h o 216 �y� r 1 7Rp�fi h `Oh ��o V `O ti °j cmc° Ifs I a°O ,\ II I • D979 • .. � n.o°ry ,, � ,arv� 2,1 � uho r �I I Bq 3��� TRD 980 �.i 00'Sh �zPo N o°y / J a ti � a.s �- OWN [DRIVE -NE �- I 63.0L TRD 9 70 96 TRD 99i 0 TR 96JCo L0 L I F<. g1s3z+ p � 9 I I T as��Po xs � 2 46 244 a 2+ D13 240 39 SOG_'' D "} 9655 WETLAND FILL 2✓9SOG 247',------SOo s6s.o sss fi 6 35 SOG �3 9735 S.F. i 1 --14 _ D zs so 100 a/ G _ ��G. 2 - - -- -- -6Z.� _ LJ � _ 4.� T D 9�7 (IN FEET) T- 4 1' 4 -WETLAND FILL \ .5 65.0 ,I ELM 62 _ 9 • •- r o6�✓ • • • • - `. TRD 99. •„• • •,,,, •,,, • • 62 BENCHMARKS / \ / • • r • . - - „ - „ - . - 1. Minnesota Department of Transportation O y� D889F-,-`-"-- h_ 271 I f9+TRD 3600 yw�-.�ry1 I Geodetic GSID Station No. 93813 (MnDot • • 33 ° Name Golf). o % .-.-°-^�TLAND FILL 6 h+: L� .• �/ 4 - ° - - °-*TRD--16o WETLAND #3 (MANAGE 2) I ELEVATION . 974.53 FT. 4354 S.F. 20' 2 S.F. P 10 DAY R SNOWMELT = 959.5 0' O � • /� pI - I 2. Minnesota Department of Transportation q�00' /� • �• c/ 3"' I I m i 10� YR HWL = 959'6 1 I I Geodetic GSID Station No. 93803 (MnDot Name 8605 S) ?� SEE SHEET T6 0° I t ELEVATION - 966.55 FT. I 3890 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. lots for Blk 3, 4 & 5 D E N A LI INVESTMENTS T)Carisqn viron SU100 1 hereby rerti y that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 1. 9/13/19Per City Commen s T5mental Blaine, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE engineering phone: (763)489-7900 direct supervision and that Iamaduly Signature: 2 Designed: SUK 3.7/22/20 Per CltyComments 1313 Hillwind Road TREE PRESERVATION PLAN of rveymg Fax: (763)489-7959 LicensedProfessionalEngineerunder / 4.9/10/20 Per CltyComments Monticello, Minnesota McCain su the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 T$ ww.caHsonmccain.Gam 6. 5/25/21 Per 2nd add. City Comments Ni T o C0 g�7RD 3580�D r I EXISTING PROPOSED m I PROPERTY LINE EASEMENT LINE - ------ F COi - 574 I CURB LINE ______ BITUMINOUS [ D}i----] 0 _� J i CONCRETE SANITARY SEWER - L->- ll.l STORM SEWER --->Y » lJ.l r WATER MAIN - -- ESROTECD" OVERHEAD UTILITY < N I I I STORM CATCH BASIN ®�bo I,®; s STORM MANHOLE 0 O 0 ' OUTLET CONTROL STRUCTURE O RD 1001 MANHOLE O I" HYDRANT YP d7 I GATE VALVE Da -¢; 1 TELEVISION BOX ❑ N I TELEPHONE BOX ❑ UTILITY POLE `a RETAINING WALL �0^ I I FENCE C TOUR ol,19 °p <9 bid 3 I I2' CONTOUR — - • � FEMA FLOOD PLAIN i I WETLAND LINE SPOT ELEVATION E.O.F. YO .0 I EMERGENCY OVERFLOW 440Uu 4� .••••• . SILT FENCE -- - TREE FENCE - - ----__ r_____ GRADING LIMITS -_� - ---- __-----__-1_�j-°-_ TREELINE iWY1 _ - --_-+�_�-----____—_ f,w— " •wee --may_ L_ SOIL BORING KEY 09.6 6 096 ----------------__ ��•"' v°=--- �� _ --------------___ _--------- ° °w e w w DENOTES T • — . 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Minnesota Department of Transportation Ln �` ASs 4i I IgS6 , O� * ' i�u•A1p �'`o �• • ' o`O, o Geodetic GSID Station No. 93813 (MnDot .x .'.'• \ 6 / Name Golf). ssb .. — .• •i1�:'a' ♦�+5.. s./N o ,no r \ \ s �' �\N I \6�s .' .'l, 'i.;•.« A '.'.' yy6 N lro �O �a � \ \ \.i ELEVATION - 974.53 FT. 0 8 \ J S ''S•SS •• 5S 5', •,: �': i ��• a' \/� J �� ,,'\V 2. Minnesota Department of Transportation \ 5.ts O. s 6 S8 S6 i pO O • �` / ` CO \. \ Geodetic GSID Station No. 93803 (MnDot 5.6 /\ N .�'♦♦♦•� • _ Name 8605 S) ��\ O`6sSJ� s •�. se s O �s�- O/� �� p� 9o���°J\\ ELEVATION 966.55 FT. N < s8s6i� 3990 Pheasant Ridge Drive NE, Revisions: 7. 5/6/22 Rev. I.. Por Blk 3, 4 & 5 D E N A LI INVESTMENTS TG T)CarlsOn viron SUite 100 I hereby certify that this plan, specification Print Name Brian ] Krysto Drawn KRO 9/13/19 Per City Comments 16 mental Blaine, MN 55449 or report was prepared by me ar under my 2. 1/9/20 Per City comments HAVEN RIDGE • engineering phone: (763)489-7900 tlirectsupervisionandthatIamaduly Signature: � 2 Designetl: eJK 3J/22/20PerCiII nnnnents 1313 Hillwind Road TREE PRESERVATION PLAN of r,ay,ng Fax: (763)489-7959 Licensed Professional Engineer under 4.9/10/20 PerCltyComments Monticello, Minnesota McCain su the laws of the State of Minnesota Data: 4/5/19 License #: 25063 Date: 4/5/19 5.3/08/21 Per 2nd add. & Ph. 2 grading Fridley, MN 55432 T8 ww.caHsonmeCain.GOm 6. 5/25/21 Per 2nd add. city comments Tree Ta Tree a U115" (in.) Stems Condition Save Remove S' nificant TreeTag I TreeType DBH (in.) Stems Condition Save Remove Significant m•�®oma©�� m■�oo��a� m■®mom©�� m■®mo��a� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� m■®mom©�� m■®mo��a� omoo��a� omoo��a� m■�oo��a� omoo��a� mmmo��a� ommo��a� m■®mo��a� m■®oo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� m■®mom©�� m■®oo��a� mmmo��a� m■®mom©�� mmmo��a� mmmo��a� mmmo��a� mmmo��a� m■�mo��a� m•®mom©�� m•�mo��aa m■®mom©�� m■�mo��aa m■®mom©�� m■®mom©�� m■�mo��a� m•�mo��a� m■�mo��a� o�m©�©tea m•�mo��a� m■®mo��a� mmmo��a� m■®oo��a� m■®mom©�� m■moo�©�� m■®mom•©�� m■®mom©�� "llson —1—ni •St 100 'Bl'aine, MIN 55449 Phone: (763) 489-7900 or report was prepared by me or und d e -Per -- - o 1 9/13/19 Per City Comments ty Comments DENALIINVESTMENTS HAVEN•...TREE Monticello, Minnesota PRESERVATION PLAN m■�oo��a� m�moa� m•�®oma©�� m■®mom©�� m■®mo��a� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� m■®mom©�� m■®mo��a� omoo��a� omoo��a� m■�oo��a� omoo��a� mmmo��a� ommo��a� m■®mo��a� m■®oo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� m■®mom©�� m■®oo��a� mmmo��a� m■®mom©�� mmmo��a� mmmo��a� mmmo��a� mmmo��a� m■�mo��a� m•�mo��aa m■�mo��aa m■®mom©�� m■®mom©�� m■�mo��a� m•�mo��a� m■�mo��a� o�m©�©tea m•�mo��a� m■®mo��a� mmmo��a� m■®oo��a� m■®mom©�� m■moo�©�� m■®mom•©�� m■®mom©�� m■�oo��a� m•�mo��a� m■�oo��a� m■�mo��a� m�mo��aa m�oom•©�� m�oom•©�� m�moa� m•�®oma©�� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� m■®mo��a� omoo��a� omoo��a� m■�oo��a� omoo��a� mmmo��a� ommo��a� m■®mo��a� m■®oo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� m■®oo��a� m■®oo��a� mmmo��a� m■®mom©�� mmmo��a� mmmo��a� mmmo��a� mmmo��a� m■�mo��a� m•�mo��aa m■�mo��aa m■®mom©�� m■®mom©�� m■�mo��a� m•�mo��a� m■�mo��a� m•�mo��a� m■®mo��a� mmmo��a� m■®oo��a� m■moo�©�� m■®mom©�� m■�oo��a� m•�mo��a� m■�oo��a� m■�mo��a� m�mo��aa m�moa� m•�®oma©�� m■�©oma©�� mmoo��a� mmoo��a� mmmo��a� omoo��a� omoo��a� omoo��a� omoo��a� mmmo��a� ommo��a� m■moo��a� m■moo��a� mmoo��a� mmoo��a� mmmo��a� mmmo��a� mmmo��a� mmmo��a� mmmo��a� m■�mo��a� m•�mo��aa m■�mo��aa m�mo��aa m■�mo��a� mmmo��a� m■®mo��a� mmmo��a� m■®oo��a� m■moo�©�� m■®mom©�� son[ ..age .nve wc, Revisions: ]. 5/6/22 Rev. lots for 111 1, 111 D E N A LI INVESTMENTS Tp (� Carlson onm Blaine,Suite MI 1 hereby was y that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 9/13/19 Per City Commen s I (J ental Blai, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I Sugineerin9 I phone:'(763)489^7900 I Lirec[supervisionandthatlamaduly Signature: � 2 I -,signal. 8JK I3J/22/20PerCltyCommens I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I McCain I' rveying Fax: 763 489-7959 censedprofessionalEngineerunder 4.9/10/20 PerCltyComments Monticello, Minnesota (A) the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 grading Fridley, MN 55432 / T8 m■®mom©�� m■®mom©�� m■®mom©�� m■�mo��a� m■�mo��a� m■®mom©�� m■�oo��a� m■®mom©�� m■®mo��a� m■�mo��a� m■�mo��aa m■�mo��a� m■�mo��a� m•�oo��a� m■�mo��a� m■®oo��a� m■®mo��a� m•®mo��a� m■®oo��a� m■�©oma©�� m■®oo��a� m■®mo��a� m■®mom©�� m■�mo��a� m■®mo��a� m�mo��aa m■®mo��a� m■®mo��a� m■®mo��a� m■®mo��a� m■�mo��a� m■®mom©�� m■®mom©�� m■�mo��a� m■®mo��a� son[ ..age .nve wc, Revisions: ]. 5/6/22 Rev. lots for 111 1, 111 D E N A LI INVESTMENTS Tp (� Carlson onm Blaine,Suite MI 1 hereby was y that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 9/13/19 Per City Commen s I (J ental Blai, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I Sugineerin9 I phone:'(763)489^7900 I Lirec[supervisionandthatlamaduly Signature: � 2 I -,signal. 8JK I3J/22/20PerCltyCommens I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I McCain I' rveying Fax: 763 489-7959 censedprofessionalEngineerunder 4.9/10/20 PerCltyComments Monticello, Minnesota (A) the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 grading Fridley, MN 55432 / T8 m■®mom©�� m■®mom©�� m■®mom©�� m■®mom©�� m■®mom©�� m■�mo��a� m■®mo��a� m■®oo��a� m■�©oma©�� m■®mo��a� m■®©oma©�� son[ ..age .nve wc, Revisions: ]. 5/6/22 Rev. lots for 111 1, 111 D E N A LI INVESTMENTS Tp (� Carlson onm Blaine,Suite MI 1 hereby was y that this plan, specification Print Name: Brian ]. Krysto Drawn KRO 9/13/19 Per City Commen s I (J ental Blai, MN 55449 or report was prepared by me or under my 2. 1/9/20 Per City Comments HAVEN RIDGE I Sugineerin9 I phone:'(763)489^7900 I Lirec[supervisionandthatlamaduly Signature: � 2 I -,signal. 8JK I3J/22/20PerCltyCommens I 1313 Hillwind Road I I TREE PRESERVATION PLAN of I McCain I' rveying Fax: 763 489-7959 censedprofessionalEngineerunder 4.9/10/20 PerCltyComments Monticello, Minnesota (A) the laws of the State of Minnesota Date: 4/5/19 License #: 25063 Date: 4/5/19 5. 3/08/21 Per 2ntl atltl. & Ph. 2 grading Fridley, MN 55432 / T8 Fill -qwl Here are some elevations we will be using for Phase 2 . We will be following brick covenants as well. The bricks will add to the face of the elevations. Marc D Schulte Chief Operations Manager Haven Ridge L.L.0 1-952-687-9590 LOWER LEVEL -93O SF FIN. PLAN 1500 MAIN LEVEL - 1,500 SF PLAN 1500 f EA .1 Ly -Ell � JOG�14 NIRN ROOM UP ��ytllE�t LOWER LEVEL -H2O SF FIN. PIAN 1000 Now EM L ROOM 4 BATH 3 SAAR RABBLE Lowen Levu - S50 SF FiN. P�nN 1740 FAMILY FARM FLEX XPACE EM L ROOM 4 BATH 3 SAAR RABBLE Lowen Levu - S50 SF FiN. P�nN 1740 � ill =1i �' oo 2 0 U (7 z LU m 0 00 M z J 0 a a LU z z 0 co T W 7) z W a a z LU X 0 wsb June 2, 2022 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Haven Ridge 2nd Addition Preliminary Plat (Revised) - Engineering Plan Review City of Monticello Project No. 2021-009 WSB Project No. R-0017879-000 Dear Mr. Leonard: We have reviewed the Haven Ridge 2nd Addition Preliminary Plat (revised) and construction plans dated May 6, 2022 as prepared by Carlson McCain. The applicant proposes to construct 58 (formerly 47) single family home lots with this addition. Further review of additional phases will be required prior to construction. The Final Plat and engineering documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater management standards. We offer the following comments regarding the engineering and stormwater management standards. Final Plat &General Separate trail easement legal descriptions and exhibits should be provided for separate recording with the County. The City will provide an easement document for execution but will require legal description to be added prior to recording. Complete and acknowledged by applicant, they do not believe a separate easement will be required since the trail will be located within the existing road ROW; easement description for trail within Outlot B was sent with 1St Addition documents. Add an existing and removals plan to the set and include what fencing will need to be removed in Outlots A, B, D, and along 85th in Outlots A and B. Fence should be removed on the north side of the wetland during Phase 2 as well. Sh-- the dw* Hind that needs to be removed on the north side of the wetland in Outlot E Complete. Provide updated 2nd Addition civil plan set including updated plan/profile sheets with future submittals. Grading Plans Rear yard drainage swales shy" '-- - - -- - -- 'm 2% grade. At minimum, the foil- i- do not meet this requirement Complete. a. Shared rear yard Lots i u, 1 1, 10 DivUK 1 from EOF north. b. Shared rear yards Lots 9, 19, 20 Block 1 both directions from EOF. K:\017879-000Wdmin\Docs\2022-05-18 Submittal (Revised Prelim Plat)\_2022-06-02 Ltr-m-leonard Haven Ridge 2nd Add - WSB Engineering Review.do- Haven Ridge 2nd Addition Preliminary Plat (Revised) — Engineering Plan Review June 2, 2022 Page 2 driveway grade is 2.0%. This is not achieved on Lots 10 and 11 Complete. Street and Utility Plans (General) 6. A note should be added to the plans that the City will not be responsible for any additional costs incurred that is associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction. Complete. 7. A note should be added saying the City specifications require that sanitary sewer and storm sewer require televising. Video files shall be provided to the City for review. Complete. 8. The building department will review the hydrant location/spacing and emergency vehicle access/circulation and provide comments separately from this letter. Hydrant spacing shall be no more than 400 feet. Complete. 9. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. Complete, applicant stated MPCA permit was obtained (both permits were submitted on 4/28/21). 10. Private utility conduit crossings shall be shown for the joint trench. This will be coordinated with the City and private utility companies prior to construction commencing. The applicant noted that private utility crossings will be identified by the private utility companies and the locations added to the plans once known. The location of the City's Fibernet conduits also need to be added to the plans. In -progress, applicant will add final location after pre -con and further coordination with utility companies. 11. Show/note dimension of drainage and utility easements where pipes are present. Complete. 12. In the general notes under number 8 update the sheet number reference (currently shows "##"). Update other sheet references on the plan view that show "##". Complete. 13. On Sheet 5, there appears to be an erroneous line -type on the westerly property line of Lot 1 Block 2 (looks like storm sewer). Complete. Sanitary Sewer/Watermain Plans (Sheets 2 — 4) 14. Provide material cost difference between 8" and 16" watermain for crediting Complete. 15. Provide dimension for 10 -foot separation between the watermain and sanitary sewer. Add a dimension note(s) on the plan view Complete. 16. Note the strength classification for the 16" PVC. Complete. 17. If dewatering is anticipated, provide a dewatering plan. Complete, the contractor will provide to the City prior to the pre -con. K:\017879-000Wdmin\Docs\2022-05-18 Submittal (Revised Prelim Plat)\_2022-06-02 Ltr-m-leonard Haven Ridge 2nd Add - WSB Engineering Review.docx Haven Ridge 2nd Addition Preliminary Plat (Revised) — Engineering Plan Review June 2, 2022 Page 3 18. Traffic control signage during construction shall be provided for the watermain work on Fallon Avenue and 87th Street. Complete, the applicant noted a traffic control plan will be provided to the City by the contractor prior to the pre -con. 19. Provide a street lighting plan. Show streetlights on utility plan. Complete, but confirm final locations with Xcel Energy. Streetlight locations should not be in conflict with proposed utility and draintile locations. Applicant will provide final location for the City to prior to construction. 20. Provide a phasing plan for burying of the overhead power lines and the addition of the development in which each of the phases will occur. Complete, the applicant provided a plan to the City. 21. The watermain stub on Fallon Avenue shall be increased from 16" to 24" due to recent changes in the City's Comprehensive Plan; oversize credits will apply. 22. Add a note requiring that the contractor place a post at each of the draintile cleanout locations. Storm Sewer Plans (Sheets 5 — 7) ''I To the storm sewer schedule on each sheet, add the bidld 6 -.nth of each structure. Catch basin manholes are not allowed to be deeper than 6 f ip. The minimum catch basin depth is 4 feet per the City's Design Man Complete. Show all storm sewer maintenance access routes for structures outside of the street, add a note saying that "maintenance access shall be a minimum of 12 -feet wide with 10% max side slopes" to the grading plan. Complete. Street Plans (Sheets 8 — 9) 25. There are maty mag vertical curve lengths less than MnDOT State Aid geometric standards. The City will allow shorter curve lengths for sag vertical curves at roadway low points. Complete, applicant acknowledged. 26. Show mailbox cluster locations on the plans. In progress, the locations will need to be coordinated with the postmaster and City street superintendent at time of construction. 27. The Stop Sign included at 87th Street should be 36"x36". A 4" yellow skip stripe should be included on Fallon Avenue. The Type III barricade included in the Sign Schedule is not shown on the plan, where is it proposed to be located? Complete, stop sign resized and applicant provided detail on Type III barricade locations. 28. There is a circle symbol around each of the catch basins on the street sheets. If this is intended to note inlet protection, this should be shown on the erosion/sediment control plans instead. Complete. 29. Remove the temp trail connection to Fallon Avenue. This does not appear to be a safe location for pedestrian access to Fallon. Add pedestrian ramps and crossings to Fallon at both Farmstead and 87th instead. Complete. K:\017879-000\Admin\Docs\2022-05-18 Submittal (Revised Prelim Plat)\_2022-06-02 Ltr-m-leonard Haven Ridge 2nd Add - WSB Engineering Review.dom Haven Ridge 2nd Addition Preliminary Plat (Revised) — Engineering Plan Review June 2, 2022 Page 4 Trail Plans (Sheets 10 — 11) 30. Provide vertical curve and elevation information for proposed trail along Fallon Avenue. Complete, grade limitations were noted on the plans. 31. The trail section along Fallon Avenue on Sheet 10 was also included as a part of the plans for the 1St Addition. Remove this sheet if work still included with the 1St Addition. Complete. Details (Sheets 12 —19) 32. correct the street sections to include 24" of select granular borrow and 3" of bituminous Cnl IrRA Tt"A CtrAA} ^-ctinn nn ghapl d 7 ^f 4— nrarlinn nlan c^+ ----J^ 4— t'1P I lnrlptPrl Complete, the applicant acknowledged the inconsistency between the plans but stated that future additions may require a different thickness; the asterisk note was revised. 33. On Sheet 16, the typical section for the sidewalk only shows 4" granular borrow. The section should match City Detail Plate 5012 (included in the plans already). Either change the typical section to match the detail or reference the City detail Complete. Traffic & Access 34. A Traffic Study was completed as part of the EAW for the Haven Ridge development in 2018. The Haven Ridge 2nd Addition is considered a part of Phase 1/Phase 2 of the development. The following traffic recommendations were included in the EAW. a. Phase 1 and Phase 2 can be developed without any operational improvements (i.e. additional turn lanes, roundabouts, traffic signals) to the adjacent roadways or intersections. The adjacent street access locations should be constructed to City standards. b. Improve Fallon Avenue to City standards from School Boulevard to 85th Street with the construction of Phase 1 and 2 of the development, and; 85th Street from Fallon Avenue to City Limits with the completion of the future phases of the development. Complete, applicant stated that Fallon Avenue shoulder will be constructed with the 2nd Addition. 35. Based on the proposed site plan the anticipated traffic generation would be 444 vehicle per day (vpd), 35 AM peak hour trips and 47 PM peak hour trips, assuming 47 single family units on the site. The proposed access to the site is located on Fallon Avenue at 87th Street between Farmstead Road (Phase 1) access and 85th Street. Based on the anticipated traffic volumes no turn lanes would be needed on Fallon Avenue. Complete, applicant acknowledged. 36. The plan shows a 4 ft shoulder widening on the eastside of Fallon Avenue between the 85th Street intersections and an existing 12 ft through lane; this meets minimum State Aid standards for lane and shoulder widths. Complete, applicant acknowledged. 37. A sight line analysis should be completed at the intersections of 87th Street. Provide a detail/exhibit. The trees should be moved further away from intersection to allow vehicle to better see pedestrians on the trail as well. Complete. K:\017879-000Wdmin\Docs\2022-05-18 Submittal (Revised Prelim Plat)\_2022-06-02 Ltr-m-leonard Haven Ridge 2nd Add - WSB Engineering Review.do- Haven Ridge 2nd Addition Preliminary Plat (Revised) — Engineering Plan Review June 2, 2022 Page 5 Erosion and Sediment Control (2nd Addition Only) 38. The previously reviewed ESC plans and SWPPP are still applicable to the 2nd Addition. rIl-`" required from the applicant; comment provided as a means of clarification. Complete. Please show proter, Addition Utility Plat Complete. Stormwater Management 'Pts (FES 165, 166, and 170) on sheet 5 of the 2nd 40. ,,,,.,,,.cement for the 2nd Addition was reviewed with the 1st Addition plans -ted in 2020. The 2nd Addition will utilize this stormwater ponding location. Complete. 41. Swale south of 85th street NE is shown at 0.5%. Minimum allowable grade for swales is 2%. 42. Freeboard is not met for lots 107-109 for the EOF. 2' of freeboard is required from an areas EOF route. Wetlands 43. The project includes 0.8375 acres of impact. The required replacement is 1.6751 acres. Purchase of 0.3156 acres credit from the Pauman Bank (#1544) has been in process and the applicant is obtaining final signatures from BWSR. Purchase of 1.3595 acres of credit from the Butterfly Marsh wetland bank (#1762) and restoration of Wetland 10 is requested in this phase. RiGhards Ronk (#1375) and resterati„n of VVetiand 19 i& requested On this phase. The LGU has signed the Withdrawal of Credits form on April ' 2021 for Ronk #1375 and provided it to the applicant for processing with BWS . The restoration plan for Wetland 10 has been reviewed by the LGU and SWCD and it meets the requirements of the WCA Notice of Decision granted for this project. As noted in the Monitoring Plan and the WCA Notice of Decision, the applicant will be required to monitor and submit reports to the LGU regarding the restoration of Wetland 10. The applicant will need to provide the final signed paperwork to the City and the SWCD for both Bank #1544 and Bank #1762 1375 prior to starting any wetland impact work. The City, or agents of the City, are 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 give me a call at 763-287-8532 if you have any questions or comments regarding this letter. Sincerely, WSB L James L. Stremel, PE Senior Project Manager K:\017879-000Wdmin\Docs\2022-05-18 Submittal (Revised Prelim Plat)\_2022-06-02 Ltr-m-leonard Haven Ridge 2nd Add - WSB Engineering Review.docx