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City Council Agenda Packet 04-25-2022
1. Agenda Documents Documents: 04-25-22 AGENDA.PDF 2022-04-11 MINUTES CC (DRAFT).PDF 2A PAYMENT OF BILLS.PDF 2B NEW HIRES AND DEPARTURES.PDF 2D DONATION.PDF 2C SURPLUS PROPERTY.PDF 2E DISH NETWORK AMENDMENT CUP.PDF 2F TESLA AMENDMENT CUP.PDF 2G SPAETH VACATE EASEMENT.PDF 2H TIF DIST 1-46 PH CALL - WIHA EXPANSION.PDF 21 TERMINAT BILLBD LEASES-OUTLOT A COUNTRY CLUB MANOR.PDF 4A COUNTRY CLUB PREPLAT PUD.PDF 4B FEATHERSTONE 6 FINAL PLAT AND PUD.PDF 4C THE POINTES ZONING.PDF AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, April 25, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center 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 April 11,2022 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 o Arbor Day Event o Spring Tree Pickup o Spring Recycling Day F. Council Liaison Updates • EDA • 1-94 Coalition G. Department Updates • WCSO Quarterly Update • The Pointes at Cedar • Communications Update 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 2022-45 accepting donation from the Monticello Lions of $1500 for supplies for the MonticellGLOW parade and for pollinator project, and $25 from Daniel Sholl for Fire Department general use E. Consideration of approving an amendment to Conditional Use Permit for co - location of antenna including revision/repair on an existing telecommunication antenna support structure in the Industrial and Business Campus (IBC) District. Applicant: Michael Clust F. Consideration of approving an amendment to a Conditional Use Permit for a Planned Unit Development for installation of electric vehicle charging stations in the Pine Street Sub -District of the Central Community District. Applicant: SMJ International, LLC. G. Consideration of adopting Resolution 2022-46 calling for a public hearing on May 23, 2022 for vacation of a drainage and utility easement as legally described for Spaeth Industrial Park H. Consideration of adopting Resolution 2022-47 calling for a public hearing regarding establishment of Tax Increment Financing District No. 1-46 within the Central Monticello Redevelopment Project No. 1 and the proposed adoption of the Tax Increment Financing Plan for the District I. Consideration of terminating the month-to-month lease agreements with Reagan Outdoor Advertising and Lamar Advertising for billboard signs located on EDA owned property, Outlot A, Country Club Manor 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of approving a Development Stage Planned Unit Development and preliminary plat of Country Club Manor First Addition, a proposed 30 -unit twin - home (60 housing units) development in the R-3, Medium Density Residential District. Applicant: Headwaters Development, LLC B. Consideration of approving an amendment to Planned Unit Development of Featherstone, a Development Stage Planned Unit Development for Featherstone Outlot B, a Development and Final Stage Planned Unit Development for Featherstone Sixth Addition Outlot A, Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3, and a Preliminary and Final Plat and Development Contract for Featherstone Sixth Addition, and Development Contracts for Featherstone Sixth Addition Trunk Utility Extensions. Applicant: Gold Nugget Development, LLC C. Consideration of a request for amendment to the City of Monticello Zoning Ordinance for adoption of The Pointes at Cedar Planned Development District and an amendment to the City of Monticello Zoning Ordinance for an amendment to the boundary of the Freeway Bonus Sign Overlay District. Applicant: City of Monticello Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, April 11, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Bill Fair, Charlotte Gabler, and Sam Murdoff Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. Mayor Hilgart read a proclamation honoring Arbor Day. B. Approval of Agenda Councilmember Fair moved approval of the agenda with the removal of 2N and 20 for future consideration. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from March 28, 2022 • Regular Meeting Minutes from March 28, 2022 Councilmember Murdoff moved approval of the minutes. Councilmember Gabler seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Announcements Updates were provided on the following: • City Updates o Spring Hydrant Flushing o Spring Leaf Pick -Up o Hi -Way Liquors Wine Sale & Holiday Hours o Spring Cemetery Clean Up • Monticello Community Center Spring & Summer programming available on the Community Center website. F. Council Liaison Updates • BCOL — Councilmember Davidson gave an update of the meeting held on April 1, 2022. The agenda included discussion on replacing an outgoing member, programs and events, nature -based education, and received an update on grant application. City Council Minutes: April 11, 2022 Page 1 1 5 • IEDC — Councilmember Fair noted that the group had a tour of the new Wright County Government Center Economic Development office. • Planning Commission — Councilmember Gabler provided an update of the April 5, 2022 Planning Commission meeting. The Planning Commission held six public hearings at this meeting and discussed establishment of TIF District 1-44. G. Department Updates Building Department — Chief Building Official Ron Hackenmueller presented an annual update. The update included information on staff, safety and education, building valuation, permits, inspections, rental ordinance and licensing, and nuisances. Block 52 — Rachel Leonard, City Administrator, gave an update on Block 52 and the revitalization opportunity the City has in the downtown area. The presentation touched on the vision for downtown, Downtown Small Area Plan, and the goals for Block 52 and surrounding area. Ms. Leonard then proceeded to update on where the City is in the process regarding the development of Block 52. Studies are being completed to get the block ready for redevelopment and the developer is beginning the process of what they would like to develop on the block. In addition, the City is reviewing improvements in the Block 52 area, including the extension of Walnut to River Street. 2. Consent Agenda: Councilmember Davidson moved approval of the Consent Agenda excluding item 2N and 20. 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 $490,218.57. B. Consideration of approving new hires and departures for city departments. Action taken: Approved hires for MCC, Streets and Parks and terminations for MCC, Streets and Parks. C. Consideration of approving the sale/disposal of surplus city property for the Parks and Recreation Department. Action taken: No report this cycle. D. Consideration of adopting Resolution 2022-37 accepting a donation of trees ($5,000 value) from the Monticello Lions for spring tree planting. Action taken: Resolution was adopted. E. Consideration of approving a transfer of an on -sale intoxicating liquor license for West River Restaurants Inc. dba Chatters Restaurant & Bar. Action taken: Transfer was approved. F. Consideration of approving an application for temporary liquor license for the Monticello Lions for their Brewfest event on August 20, 2022. Action taken: Application was approved. City Council Minutes: April 11, 2022 Page 2 1 5 G. Consideration of approving a special event permit allowing the use of the City's commuter parking lot and related assistance for recycling event on April 23, 2022. Action taken: Approved the special event permit. H. Consideration of not waiving monetary limits on municipal tort liability established by Minnesota Statutes. Action taken: Approved not waiving monetary limits on municipal tort liability. I. Consideration of approving a community solar garden subscription agreement with Nokomis Energy LLC, a Minnesota limited liability company. Action taken: Approved the agreement. J. Consideration of adopting Resolution 2022-38 calling for a public hearing on May 9, 2022 for vacation of a drainage and utility easements as legally described as Otter Creek Crossing and 90th Street 3rd Addition. Action taken: Resolution was adopted. K. Consideration of adopting Resolution 2022-44 approving the final plat for Otter Creek 7th Addition. Applicant: City of Monticello & the Monticello Economic Development Authority. Action taken: Adopted Resolution 2022-44 based on findings in the resolution and subject to conditions of Exhibit Z. Consideration of adopting Resolution 2022-42 authorizing transfer of property from the City of Monticello to the Monticello Economic Development Authority and adopting Resolution 2022-43 authorizing a purchase agreement between the City of Monticello from M & B on Chelsea LLC. Action taken: Adopted Resolution 2022-42 transferring the land based on findings in said resolution and adopted Resolution 2022-43 authorizing the purchase agreement and execution of the necessary quit claim deeds. M. Consideration of revising the lease agreement with Preferred Title for use of a portion of the former DMV Building (119 3rd Street East) for file storage. Action taken: Approved the lease agreement. N. Consideration of approving a credit related to the assessment agreement for payment of Sewer Access & Availability Charges for RRG Holdings LLC. Action taken: Item was removed from the agenda for future consideration. O. Consideration of authorizing the purchase of a 2023 Dodge 1500 truck for the state contract price of $36,523 from Dodge of Burnsville and declaring the 2003 Chevrolet 2500 as surplus. Action taken: Item was removed from the agenda for future consideration. P. Consideration of approving an amendment to an Interim Use Permit for Extraction/Excavation of Materials in the B-3 (Highway Business) and the B-4 (Regional Business) Districts. Applicant: City of Monticello. Action taken: Approved the amendment subject to conditions in Exhibit Z and based on findings in Resolution -PC -2022-026. 3. Public Hearings: City Council Minutes: April 11, 2022 Page 3 1 5 A. Public Hearing: Consideration of adopting Resolution 2022-40 approving the establishment of Tax Increment Financing District No. 1-44 (WashburnPOS Expansion Project) within the Central Monticello Redevelopment Project No. 1; and adoatinR the Tax Increment Financing Plan relating thereto Jim Thares, Economic Development Manager, provided a brief overview of Tax Increment Financing District 1-44 for Wahburn POS Expansion Project. The project includes the expansion of a 45,000 square foot warehousing/distribution building for a total facility size of 78,000 square feet. The total cost of the project is $6,500,000 and they plan to add between 15 to 20 new FTE staff as part of the project. Tammy Omdahl, Northland Securities, serves as advisory to the City and the EDA on establishment of the district. Ms. Omdahl provided background information on the project and noted that public assistance would not exceed $466,000. If approved by the City Council, the EDA will approve after City Council and enter into an agreement with the developer. Mike Willard, President of Washburn POS, thanked staff and Council for their work on the project. Mayor Hilgart opened the public hearing. There was no public testimony. Mayor Hilgart closed the public hearing. Councilmember Fair moved to adopt Resolution 2022-40 approving the establishment of Tax Increment Financing District No. 1-44. Motion seconded by Councilmember Davidson. Motion carried unanimously. 4. Regular Agenda: A. Consideration of adoptine Resolution 2022-41 electing the standard allowance available under the revenue loss provision of the Coronavirus Local Fiscal Recovery Fund established under the American Rescue Plan Act (ARPA) Sarah Rathlisberger, Finance Director, provided an update on the funding provided under the American Rescue Plan Act (ARPA). Of the total funds received a portion was allocated to the Monticello Community Center for revenue loss. There are four possible uses for ARPA funding. The City must allocate the remaining amount of $785,717.65 for revenue loss. The specific use does not have to be noted. Councilmember Murdoff moved to adopt Resolution 2022-41 electing the standard allowance under ARPA. Councilmember Fair seconded the motion. Motion carried unanimously. B. Consideration authorizing the Durchase of a 2017 Carlson CP75 asphalt paver for the cost of $98,750, a paver trailer for a not to exceed price of $30,000 and declaring the 1994 Neal DM6000A asphalt paver as surplus City Council Minutes: April 11, 2022 Page 4 1 5 Matt Leonard, City Engineer/Public Works Director, presented the item. There was minimal discussion among City Council. Councilmember Murdoff moved to authorize the purchase of the paver for the cost of $98,750, trailer for not to exceed price of $30,000, and declaring surplus property. Councilmember Fair seconded the motion. Motion carried unanimously. C. Consideration of authorizing staff to pursue further enforcement of non- compliant property as required by the fire inspection program Rachel Leonard, City Administrator, gave a brief update and noted that one property in town and not complied with the sprinkler inspection that is required. Staff met with the State Fire Inspector, and it was confirmed that an inspection is required if the sprinkler system is in place. This inspection can be completed by a third party and the results then provided to the City. If it is determined that a sprinkler system is not required as part of the building, the property owner has the right to remove the system and therefore, would no longer need an inspection. It was unknown at the time of the meeting if the sprinkler system was required. There was minimal discussion by Council requesting clarification on processes. Ms. Leonard noted that, if supported by Council, the City would proceed with a citation if the property owner does not comply. She added that staff would reach out to the property owner to try to resolve the issue. If there is no response in a week, staff would then proceed with further action. Councilmember Davidson moved to authorize staff to pursue further enforcement of non-compliant property. Motion seconded by Councilmember Murdoff. Motion carried unanimously. S. Adjournment: By consensus, the meeting was adjourned at 8:03 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: April 11, 2022 Page 5 15 City Council Agenda: 4/25/2022 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 4/25/2022 ❑ 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 $1,343,479.94. REFERENCE AND BACKGROUND City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 04/15/2022 - 12:39PM Batch: 00201.04.2022 - 201.04.2022 US Bank Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 2192938 March 2022 (13,65) transactions 1,465.74 04/15/2022 609-49754-443980 2192938 March 2022 (3) cc machine rental 128.62 04/15/2022 609-49754-424100 Check Total: 1,594.36 Vendor: 5415 MII LIFE INSURANCE INC Check Sequence: 2 ACH Enabled: True 40188814 FSA- Dependent Care 192.30 04/15/2022 101-00000-217200 40188814 FSA -Medical 25.00 04/15/2022 101-00000-217300 Check Total: 217.30 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 3 ACH Enabled: True March March Sales Tax - General 573.95 04/15/2022 101-00000-208100 March March Sales Tax - General 0.05 04/15/2022 101-41310-443990 March March Waste Tax - General 151.83 04/15/2022 101-00000-208120 March March Waste Tax - General 0.17 04/15/2022 101-43230-443990 March March Sales Tax - MCC 6,856.44 04/15/2022 226-00000-208100 March March Sales Tax - MCC -0.44 04/15/2022 226-45122-362900 March March Sales Tax - Water 882.01 04/15/2022 601-00000-208100 March March Sales Tax - Water -0.01 04/15/2022 601-00000-362900 March March Sales Tax - Liquor 48,414.84 04/15/2022 609-00000-208100 March March Sales Tax - Liquor 0.16 04/15/2022 609-49750-443990 Check Total: 56,879.00 Vendor: 5147 MN PEIP Check Sequence: 4 ACH Enabled: True 1185296 Health Insurance - May 2022 49,918.27 04/15/2022 101-00000-217061 Check Total: 49,918.27 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 5 ACH Enabled: True UB Feb 2022 5005 - spklr - 822 Hart Blvd. 0.00 04/15/2022 101-43120-438200 UB Feb 2022 8631 - Animal Shelter 68.12 04/15/2022 101-42700-438200 AP -Computer Check Proof List by Vendor (04/15/2022 - 12:39 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference UB Feb 2022 5026 - Ellison Park 17.50 04/15/2022 101-45201-438200 UB Feb 2022 8905 - PW Office 17.50 04/15/2022 101-43127-438200 UB Feb 2022 5002- spklr- 1510 Hart Blvd 0.00 04/15/2022 101-43120-438200 UB Feb 2022 8119 - 303 6th St - Parks new 55.77 04/15/2022 101-45201-438200 UB Feb 2022 7224 - WWTP 1,111.18 04/15/2022 602-49480-438200 UB Feb 2022 8394 - spklr - Riverside Cem. 0.00 04/15/2022 215-49010-438200 UB Feb 2022 7256-004 - 130 Brdwy- Stormwtr 26.25 04/15/2022 213-46301-438200 UB Feb 2022 5004 - spklr - 1390 Hart Blvd 0.00 04/15/2022 101-43120-438200 UB Feb 2022 14915 - spklr - 4100 1/2 Cedar 0.00 04/15/2022 101-43120-438200 UB Feb 2022 8528 - Monti -NSP Sftbll Fields 0.00 04/15/2022 101-45203-438200 UB Feb 2022 8086 - 4th St. Warming House 17.50 04/15/2022 101-45201-438200 UB Feb 2022 8177 - Library 49.59 04/15/2022 101-45501-438200 UB Feb 2022 8674 - spklr - 207 Chelsea Rd 0.00 04/15/2022 601-49440-438200 UB Feb 2022 8117 - MCC 964.09 04/15/2022 226-45126-438200 UB Feb 2022 8622 - Pioneer Park bathroom 17.50 04/15/2022 101-45201-438200 UB Feb 2022 10128 - DMV 48.01 04/15/2022 653-41990-438200 UB Feb 2022 8906 - spklr - PW 0.00 04/15/2022 101-43127-438200 UB Feb 2022 5569 - spklr - Meadow Oak Ave 0.00 04/15/2022 101-45201-438200 UB Feb 2022 8488 - spklr - Hillcrest Park 0.00 04/15/2022 101-45201-438200 UB Feb 2022 15291 - Commuter Lot- Stormwtr 54.25 04/15/2022 101-43120-438200 UB Feb 2022 13953 - spklr - Hwy25/SE Brdwy 0.00 04/15/2022 101-43120-438200 UB Feb 2022 15064 - spklr -Featherstone Pk 0.00 04/15/2022 101-45201-438200 UB Feb 2022 15363 - spklr- Fallon/7th St. 0.00 04/15/2022 101-43120-438200 UB Feb 2022 5248 - spklr - Bridge Park E 0.00 04/15/2022 101-45201-438200 UB Feb 2022 7885 - Facilities Maintenance 45.50 04/15/2022 701-00000-438200 UB Feb 2022 15292 - Dwntwn Parking-Strmwtr 26.25 04/15/2022 101-43120-438200 UB Feb 2022 5249 - spklr - Bridge Park W 0.00 04/15/2022 101-45201-438200 UB Feb 2022 8533 - spklr Chelsea Rd Lft St 0.00 04/15/2022 602-49490-438200 UB Feb 2022 15362 - spklr-Fallon/Chelsea 0.00 04/15/2022 101-43120-438200 UB Feb 2022 7256-007 - 103 Pine St- EDA 45.50 04/15/2022 213-46301-438200 UB Feb 2022 5003 - spklr - 1460 Hart Blvd 0.00 04/15/2022 101-43120-438200 UB Feb 2022 8621 - spklr- Ferning rnd-a-bt 0.00 04/15/2022 101-43120-438200 UB Feb 2022 8903 - PW Shop/Clerical 136.38 04/15/2022 101-43127-438200 UB Feb 2022 8120 - Bldg. Inspec. Garage 49.59 04/15/2022 101-41940-438200 UB Feb 2022 10063 - spklr - Front St. Park 0.00 04/15/2022 101-45201-438200 UB Feb 2022 7256-008 - 112 River St. W EDA 45.50 04/15/2022 213-46301-438200 UB Feb 2022 10267 - spklr - Comm. Garden 0.00 04/15/2022 226-45127-438200 UB Feb 2022 5250 - Bridge Park W 17.50 04/15/2022 101-45201-438200 UB Feb 2022 8904 - PW Vehicle Storage 15.06 04/15/2022 101-43127-438200 UB Feb 2022 5637 - Meadow Oak Dog Park 7.10 04/15/2022 101-45201-438200 UB Feb 2022 7256-003 - MontiArts 45.50 04/15/2022 101-45204-438200 UB Feb 2022 8114 - Hi -Way Liquors 75.39 04/15/2022 609-49754-438200 UB Feb 2022 14522 - spklr - Hillside Cem. 0.00 04/15/2022 101-45201-438200 AP -Computer Check Proof List by Vendor (04/15/2022 - 12:39 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference UB Feb 2022 15640 - 103 Chelsea Rd- Fire 85.85 04/15/2022 101-42200-438200 UB Feb 2022 7256-0010 - 101 Broadway W 45.50 04/15/2022 101-45204-438200 UB Feb 2022 7256-0011 107 Broadway W 45.50 04/15/2022 101-45204-438200 UB Feb 2022 7256-013 - 113 Broadway W - to bill 49.59 04/15/2022 101-00000-115030 Check Total: 3,182.97 Vendor: 2282 MRI SOFTWARE Check Sequence: 6 1112333 March Background Checks (5) 135.00 04/15/2022 101-41410-431990 1112333 March Background Checks (1) 37.00 04/15/2022 101-45201-431990 1112333 March Background Checks (3) 69.00 04/15/2022 609-49754-431990 1112333 March Background Checks (2) 46.00 04/15/2022 226-45122-431990 Check Total: 287.00 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 7 04/06/2022 Monti Napa - return air chuck -20.39 04/15/2022 101-42200-421990 04/06/2022 Runnings - galy. plug 3.49 04/15/2022 101-43120-422100 04/06/2022 Runnings - Engine 12 - (2) elbow pipe brass 6.58 04/15/2022 101-43120-422100 04/06/2022 Auto Value - oil filter 13.97 04/15/2022 101-45201-422990 04/06/2022 Panda Express - (2) lunch new engine trip to FL 14.10 04/15/2022 101-42200-433100 04/06/2022 Amazon - HDMI cable 14.98 04/15/2022 702-00000-421990 04/06/2022 CWP - hydr. hose end 16.86 04/15/2022 101-43120-422100 04/06/2022 Amazon - 4 pk. vacuum metal brush roll inserts 19.60 04/15/2022 701-00000-421990 04/06/2022 7 -Eleven - rental car (5.765) gal. unleaded @4.1! 24.21 04/15/2022 101-42200-421200 04/06/2022 Runnings - rubber overshoe 24.99 04/15/2022 101-45201-421990 04/06/2022 Runnings -(4) chain sharpening 28.00 04/15/2022 101-43120-440440 04/06/2022 Runnings - brushhead vehicle wash; 60" handle 28.28 04/15/2022 101-45201-421990 04/06/2022 Walmart - Command 11 tire repair 29.00 04/15/2022 101-42200-440500 04/06/2022 Amazon - 100 pk cups 31.77 04/15/2022 101-43110-421990 04/06/2022 Pizza Ranch - meeting dinner 35.05 04/15/2022 101-42200-433100 04/06/2022 Mills Fleet - Tender 11 (10.014) gal. diesel @ $4 49.06 04/15/2022 101-42200-421200 04/06/2022 Speedway - Command 11 (13.022) gal. unleaded 49.86 04/15/2022 101-42200-421200 04/06/2022 Cub - resale - lemons/limes 53.23 04/15/2022 609-49750-425500 04/06/2022 Amazon - hose whip; USB cable; car charger; w� 56.10 04/15/2022 101-42200-421990 04/06/2022 Park MSP - airport parking 3/6-8/22 flight to FL 59.00 04/15/2022 101-42200-433100 04/06/2022 Park MSP - airport parking 3/6-8/22 flight to FL 83.00 04/15/2022 101-42200-433100 04/06/2022 Dollar ATS - Toll Charge Florida trip 62.18 04/15/2022 101-42200-433100 04/06/2022 Kwik Trip -#230- (12.508) gal. D2 Bio @ $4.99 62.53 04/15/2022 101-45201-421200 04/06/2022 Runnings - file guide; chain 66.98 04/15/2022 101-45201-421990 04/06/2022 Speedway - Command 11 (20.284) gal. unleaded 80.51 04/15/2022 101-42200-421200 04/06/2022 Mills Fleet - Tender 11 (25.515) gal. diesel @ $4 125.00 04/15/2022 101-42200-421200 04/06/2022 Arctic Glacier - resale - inv. # 3456206807 143.38 04/15/2022 609-49750-425500 ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (04/15/2022 - 12:39 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2022 Arctic Glacier - resale - inv. #3456205305 246.78 04/15/2022 609-49750-425500 04/06/2022 Runnings - rain suit; gloves 143.97 04/15/2022 101-43120-421990 04/06/2022 MN Dept. of Ag - fertilizer license 153.37 04/15/2022 101-45201-443300 04/06/2022 Amazon - Logitech webcam 159.99 04/15/2022 702-00000-421990 04/06/2022 Mills Fleet - (2) 15w40; (5) 1Ow30 diesel; nozzlf 237.08 04/15/2022 101-45201-422990 04/06/2022 Morries - Com. 11 - mount & balance (1) tire 252.84 04/15/2022 101-42200-440500 04/06/2022 Innovative Sol - (6) rm paper; (4) receipt paper 356.12 04/15/2022 609-49754-421990 04/06/2022 AUSCO - (24) baseball caps; (6) windbreakers - 240.00 04/15/2022 101-43110-421990 04/06/2022 AUSCO - (24) baseball caps; (6) windbreakers - 159.00 04/15/2022 101-45201-421990 04/06/2022 Runnings - Stihl ; file guide 411.99 04/15/2022 101-46102-421990 04/06/2022 Zep - (6) 5 gal. car wash soap 726.99 04/15/2022 101-43120-421990 04/06/2022 Westside Wholesale Tire - #230 - (4) mount tires 1,113.60 04/15/2022 101-45201-440440 04/06/2022 Amazon - Socks for Romp & Stomp (14 prs) 14.60 04/15/2022 226-45122-421990 04/06/2022 Amazon - Birthday Parry Room Supplies: Cups, 113.59 04/15/2022 226-45123-421990 04/06/2022 Amazon - Stretching Table for Fitness Area 355.53 04/15/2022 226-45127-421720 04/06/2022 Amazon - LED Light Bulb for Outside Light 70.58 04/15/2022 701-00000-421990 04/06/2022 Amazon - 50 Ft Ethernet Cable 12.65 04/15/2022 702-00000-421990 04/06/2022 Amazon - Dumbbell Weight Rack 140.00 04/15/2022 226-45127-421720 04/06/2022 Amazon - O Ring Seal Kit for Spas 45.90 04/15/2022 226-45124-421990 04/06/2022 Carlsen Coaching - Leadership Develop Progran 1,300.00 04/15/2022 101-45201-433100 04/06/2022 Carlsen Coaching - Leadership Develop Progran 1,300.00 04/15/2022 101-43120-433100 04/06/2022 Carlsen Coaching - Leadership Develop Progran 650.00 04/15/2022 601-49440-433100 04/06/2022 Carlsen Coaching - Leadership Develop Progran 650.00 04/15/2022 602-49490-433100 04/06/2022 Cintas - Refund Duplicate CC Charge -116.08 04/15/2022 101-00000-115030 04/06/2022 Cintas - Mat Svc# 4112221433, 4112904588, 41 623.22 04/15/2022 701-00000-431990 04/06/2022 Cub - Cookies for Training Session 23.97 04/15/2022 101-42400-433100 04/06/2022 Dacotah Paper - Cleaning Supplies 935.31 04/15/2022 701-00000-421990 04/06/2022 Dacotah Paper - Cups, Paper, Plates, Food Glove 224.14 04/15/2022 226-45125-421990 04/06/2022 Fun Express - Egg Dive Prizes 133.06 04/15/2022 226-45127-421990 04/06/2022 GFOA - 2022 Budget Award Submission 345.00 04/15/2022 101-41520-431990 04/06/2022 Home Depot - Jack Post for Support of Liquor S 160.97 04/15/2022 701-00000-421990 04/06/2022 Home Depot - Door Stops for Chamber of Comn 9.21 04/15/2022 701-00000-421990 04/06/2022 Horizon CPO - Certified Pool Operator Training 360.00 04/15/2022 226-45122-433100 04/06/2022 JP Cooke - Heavy Duty Dater Stamp 81.95 04/15/2022 653-41990-421990 04/06/2022 Marties Farm - Softner Salt (63 bags) 390.60 04/15/2022 701-00000-421990 04/06/2022 Monticello Vacuum - New Vacuum Cleaner and 420.00 04/15/2022 701-00000-421990 04/06/2022 Nat'l Gym Supply - Belly Pan for Stairmaster 131.14 04/15/2022 226-45126-421990 04/06/2022 Randys - Shredding Service (CH) 30.52 04/15/2022 101-41310-431990 04/06/2022 Randys - Shredding Service (DMV) 30.52 04/15/2022 653-41990-431990 04/06/2022 Runnings - Door Handle Lockset for Liquor Stor 11.49 04/15/2022 701-00000-421990 04/06/2022 SwimOutlet.com - CPR Rescue Masks (8); Lifeg 138.72 04/15/2022 226-45124-421990 04/06/2022 USPS - Certified Letter 7.38 04/15/2022 101-42200-432200 04/06/2022 USPS - Certified Letter 8.16 04/15/2022 101-41910-432200 AP -Computer Check Proof List by Vendor (04/15/2022 - 12:39 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2022 Verizon - Jan 21 - Feb 20 115.03 04/15/2022 101-43115-432100 04/06/2022 Verizon - Jan 21 - Feb 20 80.02 04/15/2022 701-00000-432100 04/06/2022 Verizon - Jan 21 - Feb 20 180.05 04/15/2022 101-42200-432100 04/06/2022 Verizon - Jan 21 - Feb 20 235.06 04/15/2022 101-45201-432100 04/06/2022 Verizon - Jan 21 - Feb 20 275.07 04/15/2022 101-43120-432100 04/06/2022 Verizon - Jan 21 - Feb 20 97.52 04/15/2022 601-49440-432100 04/06/2022 Verizon - Jan 21 - Feb 20 97.53 04/15/2022 602-49490-432100 04/06/2022 Walmart - Paper 62.02 04/15/2022 653-41990-421990 04/06/2022 Walmart - Goodie Bags for Recognition 25.08 04/15/2022 101-41800-421990 04/06/2022 Wright Co Recorder - Notary Signature Recordit 21.75 04/15/2022 101-41910-443300 04/06/2022 MOFA - refund fraud from 3/15/22 batch -405.00 04/15/2022 101-00000-115030 04/06/2022 Grainger - refund returned (3) rain pants -253.62 04/15/2022 101-43120-421990 04/06/2022 Home Depot - (2) Scotchblue Sharp lines 16.78 04/15/2022 101-45201-421990 04/06/2022 MN Dept. of Ag - dry bulk fertilizer permit 25.56 04/15/2022 101-45201-443300 04/06/2022 Nuss Truck - temperature part 22073233 27.03 04/15/2022 101-43120-422110 04/06/2022 Paypal - UPS shipping for return rain pants 26.63 04/15/2022 101-43120-421990 04/06/2022 Safeguard Security - March 2022 security momb 44.95 04/15/2022 101-42200-431990 04/06/2022 Dacotah Paper - Cleaning Supplies- Hi -Way inv. 48.67 04/15/2022 701-00000-421990 04/06/2022 Tifco - brake hub resurfacing kit 53.28 04/15/2022 101-45201-421990 04/06/2022 FSSolutins - DOT urine drug screen- E.H. 59.38 04/15/2022 101-45201-431990 04/06/2022 Cub - resale- (18) pizza 90.52 04/15/2022 226-45125-425410 04/06/2022 NFPA -renewal NFPA Link subscription 129.99 04/15/2022 101-42400-443300 04/06/2022 MN IAAI - conference - D.K. 270.00 04/15/2022 101-42200-433100 04/06/2022 NFSA - registration NFPA 25; membership 2022 275.00 04/15/2022 101-42400-433100 04/06/2022 Fastenal - dispenser; RD strap; tensioner flat; rd 985.69 04/15/2022 101-45201-422990 04/06/2022 Home Depot - (4) duplex outlet; (4) wallplate 4.56 04/15/2022 101-42200-421990 04/06/2022 Monti Napa - dbl. sided tape 5.84 04/15/2022 101-42200-421990 04/06/2022 Auto Value - #147 - HD hydraulic construc. 6.70 04/15/2022 101-43120-422100 04/06/2022 Auto Value -15 oz. supreme shine, detail brush 12.98 04/15/2022 101-43120-422110 04/06/2022 Auto Value -1 gal. simple green cleaner; (3) engi 34.97 04/15/2022 101-43120-421990 04/06/2022 Runnings - (3) galv.coupling;(6) compression m 37.70 04/15/2022 101-43120-422110 04/06/2022 Auto Value - #116 - fix -it pack: (11) 90M elv. li 44.52 04/15/2022 101-43120-422100 04/06/2022 Auto Value - (100) nylon tubing 45.00 04/15/2022 101-43127-421990 04/06/2022 Runnings - (2) collapsible cont.; 44pk trash bags 53.47 04/15/2022 101-42200-421990 04/06/2022 Nuss Truck - #116 -part 21225020 - temperature 95.05 04/15/2022 101-43120-422110 04/06/2022 Home Depot - gal. cleaner; 61 ct. Tide' (4) filter; 111.55 04/15/2022 101-43127-421990 04/06/2022 Cub - resale - lemons/limes 152.39 04/15/2022 609-49750-425500 04/06/2022 Safety Kleen - (8) g. waste combustable liquid 196.44 04/15/2022 101-43127-421990 04/06/2022 Auto Value -(19) asst. filter 218.23 04/15/2022 101-43127-422120 04/06/2022 EATI - (2) strobe lights 368.20 04/15/2022 101-43120-422100 04/06/2022 Auto Value 4302 - wheel bearing & hub 396.99 04/15/2022 601-49440-422990 04/06/2022 Auto Value - #302 (2) front brake; disc brake; (2; 399.95 04/15/2022 601-49440-422990 04/06/2022 EATI - mini loader - signal nroads minibar 438.60 04/15/2022 101-43120-422100 AP -Computer Check Proof List by Vendor (04/15/2022 - 12:39 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2022 EATI -Dump Truck - arrow board to block traffic 533.16 04/15/2022 101-43120-421990 04/06/2022 Nuss Truck - #116 -sensor 583.87 04/15/2022 101-43120-422110 04/06/2022 EATI - #117 minibar; (3) strobe lights 720.12 04/15/2022 101-43120-422100 04/06/2022 EATI - sweeper - (2) nroads minibar lights 877.20 04/15/2022 101-43120-422100 04/06/2022 USA Blue Book - subsurface LD -15 leak detecte 4,110.00 04/15/2022 601-49440-424100 04/06/2022 USA Blue Book - (4) bleed vavle assembly 300.36 04/15/2022 601-49440-421990 04/06/2022 WHCE - Sunset Ponds Feb 22 (917) kWh 130.76 04/15/2022 602-49490-438100 04/06/2022 WHCE - General Street LIghting 1,482.96 04/15/2022 101-43160-438100 04/06/2022 WHCE - April 22 - security monitoring (12) loci 298.87 04/15/2022 701-00000-431900 04/06/2022 Aramark - Jan. 2022 towel service - Park Barn 122.46 04/15/2022 701-00000-431900 04/06/2022 Aramark - Jan. 2022 ind. flats 3.80 04/15/2022 101-45201-431990 04/06/2022 Aramark - Jan. 2022 uniform rental - Parks 367.21 04/15/2022 101-45201-441700 04/06/2022 Aramark - Jan. 2022 uniform rental - Sewer 119.29 04/15/2022 602-49490-441700 04/06/2022 Aramark - Jan. 2022 uniform rental - Water 119.29 04/15/2022 601-49440-441700 04/06/2022 Aramark - Jan. 2022 uniform rental - Streets 251.05 04/15/2022 101-43120-441700 04/06/2022 Aramark - Jan. 2022 towels - Shop 209.10 04/15/2022 101-43127-421990 04/06/2022 Auto Value -Rain-x 2.99 04/15/2022 101-43120-421990 04/06/2022 Runnings - coupling galv. 1/4" 4.79 04/15/2022 101-43120-422100 04/06/2022 Runnings - (2) Rain -x cleaner 11.58 04/15/2022 101-43120-421990 04/06/2022 Amazon - (2) 5pk highlighters 13.26 04/15/2022 101-43110-421990 04/06/2022 Amazon - 3 ct. air freshners 14.94 04/15/2022 101-43110-421990 04/06/2022 SpyPoint - Apr. 2022- trail camera subscription 15.00 04/15/2022 101-45201-443300 04/06/2022 Force America - freight 2/25/22 prod. 1100021 17.51 04/15/2022 101-43125-422990 04/06/2022 Force America -case drain w/ fittings; driveline 1 4,460.29 04/15/2022 101-43125-422990 04/06/2022 Runnings - (2) coup. galv.; 50 lb. barnlime; (2) g 18.35 04/15/2022 101-43120-422110 04/06/2022 Runnings - 10' discharge hose 19.90 04/15/2022 101-43120-421990 04/06/2022 Red's - #160 flat tire repair 25.00 04/15/2022 101-43127-440440 04/06/2022 Runnings - 50' air hose hybrid 31.99 04/15/2022 101-45201-422990 04/06/2022 Amazon - squeegee w/ pole adapter 33.99 04/15/2022 101-43120-421990 04/06/2022 Trueman - (2) fittings; hose for Crafto router 36.31 04/15/2022 101-43120-422100 04/06/2022 Runnings -(2) long reacher 41.58 04/15/2022 101-43120-421990 04/06/2022 Amazon - usb cable; car charger 43.35 04/15/2022 601-49440-421990 04/06/2022 Safeguard Security - Apr. 22 - security monitorir 44.95 04/15/2022 701-00000-431990 04/06/2022 Marties Farm - (2) Tingley boots 45.98 04/15/2022 101-45201-421990 04/06/2022 PayPal - 2022 membership Metropolitan Emeg. ] 50.00 04/15/2022 101-42500-443990 04/06/2022 MN Chap. Soc. of Fire Protec. Engrs- 2022 SFPI 50.00 04/15/2022 101-42400-443300 04/06/2022 Runnings -spray hose; valve; (4) fitting 79.13 04/15/2022 101-43120-422100 04/06/2022 Runnings - (4) 6" plate 109.96 04/15/2022 101-45201-422990 04/06/2022 Grainger - (24) Rust-Olcum 148.32 04/15/2022 101-45201-421990 04/06/2022 Amazon - Sony Car Stereo 159.95 04/15/2022 101-43120-421990 04/06/2022 Mills Fleet - (3) storage container;(4) bins; coml 168.92 04/15/2022 101-45201-421990 04/06/2022 Cintas - Mat Svc# 4114287873; 4114964391- Hi 246.52 04/15/2022 701-00000-431990 04/06/2022 Home Depot - ballot drawers supplies for constn 282.51 04/15/2022 101-41410-421990 AP -Computer Check Proof List by Vendor (04/15/2022 - 12:39 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2022 Dacotah Paper - (8) cs. can liner; scrub brush 435.98 04/15/2022 101-45201-421990 04/06/2022 Stepp Mfg. - replaceable liner wldm 837.33 04/15/2022 101-43120-422100 04/06/2022 Runnings - chipper - scoop #10; 30" rake 75.98 04/15/2022 101-43120-421990 04/06/2022 AT & T - FirstNet March 2022 mobile unlimited 76.46 04/15/2022 101-42200-432100 04/06/2022 DISH - April 2022 service 77.03 04/15/2022 609-49754-432500 04/06/2022 Speedway - Command 11 (13.270) gal. unleaded 50.68 04/15/2022 101-42200-421200 04/06/2022 Holiday - Utility 13 (15.273) gal. unleaded @ S: 58.79 04/15/2022 101-42200-421200 04/06/2022 Auto Value - orange lightning; gray engine; gloss 69.96 04/15/2022 101-43120-421510 04/06/2022 Swift Invoices - MN DOT.- (2) reg Temp. Traffic 408.60 04/15/2022 101-43120-433100 04/06/2022 DSG - nut flare forged 3.60 04/15/2022 601-49440-422990 04/06/2022 Home Depot -copper tubing cutter; refridg. coil 43.47 04/15/2022 601-49440-422990 04/06/2022 Grainger - (2) 100' pressure washer hose 891.86 04/15/2022 601-49440-421990 04/06/2022 Runnings -utility knife replacement blades - 1/2 7.00 04/15/2022 601-49440-421990 04/06/2022 Runnings -utility knife replacement blades - 1/2 6.99 04/15/2022 602-49490-421990 04/06/2022 McMaster -Carr- (2) hose coupling sleeve -lock; ( 204.77 04/15/2022 601-49440-421990 04/06/2022 Fairfield Inn - (2) hotel Detroit Lks. Sectional Si192.00 04/15/2022 101-42200-433100 04/06/2022 Fairfield Inn - (2) hotel Detroit Lks. Sectional S 298.00 04/15/2022 101-42200-433100 04/06/2022 Supply House - crank arm 14.92 04/15/2022 601-49440-422990 04/06/2022 Amazon -2 ct. Lysol 23.94 04/15/2022 101-43110-421990 04/06/2022 Adobe - State Arts Grant - Mar. 22 service & imp 29.99 04/15/2022 101-45204-431990 04/06/2022 McMaster -Carr- (10) plastic compression tube fi 95.18 04/15/2022 601-49440-421990 04/06/2022 McMaster -Carr- 25' abrasion-Rst. pvdf plastic to 147.22 04/15/2022 601-49440-421990 04/06/2022 Grainger - Well 5 - contactor;(2) chart; 6pk. cha 201.89 04/15/2022 601-49440-421990 04/06/2022 North Central Lab - flouride test supplies - TISA 202.77 04/15/2022 601-49440-421990 04/06/2022 Dakota Riggers -safety harness; (2) cable sleeve- 1,173.94 04/15/2022 601-49440-421990 04/06/2022 MCS Meters - (100) MCS 3/4" water meter conn 1,200.00 04/15/2022 601-49440-422701 04/06/2022 4 Imprint - Birthday Party Favors: Foam Putty (1 904.91 04/15/2022 226-45123-421990 04/06/2022 4 Imprint - Baseball Caps PARC (18) 335.11 04/15/2022 101-45201-421990 04/06/2022 Adobe - Annual Creative Cloud Subscription (H 599.88 04/15/2022 101-41310-443990 04/06/2022 Amazon - Swiffer Ceiling Fan Duster 13.29 04/15/2022 653-41990-421990 04/06/2022 Amazon - Swiffer Duster Cleaning Set 12.98 04/15/2022 653-41990-421990 04/06/2022 Amazon - Volleyballs (2) 19.98 04/15/2022 226-45127-421720 04/06/2022 Amazon - Easter Baskets for Egg Dive (12) 19.97 04/15/2022 226-45127-421720 04/06/2022 Amazon - Test Tubes for Chemicals (2) 26.98 04/15/2022 226-45126-421990 04/06/2022 Amazon - Clips to Hang White Board 23.96 04/15/2022 701-00000-421990 04/06/2022 Amazon - 6 Cube Storage Shelf for Parks 32.05 04/15/2022 101-45201-421990 04/06/2022 Amazon - Paper Towels 12.89 04/15/2022 653-41990-421990 04/06/2022 Amazon - Ergonomic Memory Foam Mouse Pad 9.49 04/15/2022 653-41990-421990 04/06/2022 Amazon - Filter for Water Fountain for Bottle Fi 63.19 04/15/2022 701-00000-421990 04/06/2022 Amazon - Paper Cups (1000) 89.07 04/15/2022 101-41310-421990 04/06/2022 Amazon - Dry Erase Markers, Post It Notes, Stic 70.55 04/15/2022 101-41310-421990 04/06/2022 Amazon - Fire TV Stick (Broadcast Room) 37.99 04/15/2022 702-00000-421990 04/06/2022 Amazon - Letter Openers (5 pk) 5.95 04/15/2022 101-41310-421990 AP -Computer Check Proof List by Vendor (04/15/2022 - 12:39 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2022 Amazon - 2022 - 2023 Wall Calendar 13.99 04/15/2022 226-45122-421990 04/06/2022 Amazon - Upright Dust Pan 14.69 04/15/2022 653-41990-421990 04/06/2022 Amazon - Inkjet Address Labels (750) 9.35 04/15/2022 653-41990-421990 04/06/2022 Amazon - Acrylic Sign Holder 35.99 04/15/2022 653-41990-421990 04/06/2022 Amazon - Calculator Ribbons (12 pk) 11.89 04/15/2022 653-41990-421990 04/06/2022 Amazon - Refund Glass Dry Erase Boards (3) -299.99 04/15/2022 226-45123-421990 04/06/2022 Amazon - Socks w/Grippers for Romp & Stomp 29.73 04/15/2022 226-45122-421990 04/06/2022 AUSCO - T Shirts for Staff (45) 360.00 04/15/2022 226-45122-421990 04/06/2022 AUSCO - Apparel (HF) 55.00 04/15/2022 101-41310-421990 04/06/2022 AUSCO - Apparel (BG) 58.00 04/15/2022 101-45201-421990 04/06/2022 AUSCO - Staff Apparel 145.00 04/15/2022 226-45122-421990 04/06/2022 Dacotah Paper - Straws, Napkins Food Gloves ft 344.48 04/15/2022 226-45125-421990 04/06/2022 Dacotah Paper - Cleaning Supplies 1,367.15 04/15/2022 701-00000-421990 04/06/2022 EDAM - 2022 Membership Renewal (JT) 295.00 04/15/2022 213-46301-443300 04/06/2022 ESRI - ArcGIS Online Field Worker Term Licen 146.51 04/15/2022 101-43120-443700 04/06/2022 Home Depot - Shower Curtain Rod, Misc Suppli 70.82 04/15/2022 701-00000-421990 04/06/2022 Innovative - Clasp Envelopes (1 box) 9.21 04/15/2022 653-41990-421990 04/06/2022 Innovative - Scissors, Paper (10 cases) 411.08 04/15/2022 101-41310-421990 04/06/2022 Innovative - Pens, Calculator Paper 13.32 04/15/2022 653-41990-421990 04/06/2022 Jimmy Johns - Sandwiches for Special Council P 108.54 04/15/2022 101-41110-443990 04/06/2022 JP Cooke - Custom Stamp 30.65 04/15/2022 653-41990-421990 04/06/2022 Microsoft - Monthly E3 Email User Licenses (M 64.00 04/15/2022 702-00000-421990 04/06/2022 Microsoft - Subscription Charges 130.27 04/15/2022 702-00000-421990 04/06/2022 MN Dept Labor - Qtr 1 Building Permit Surchar; 3,201.23 04/15/2022 101-00000-208110 04/06/2022 MN Dept Labor - Qtr 1 Building Permit Surchar; -128.05 04/15/2022 101-42400-343000 04/06/2022 Monti Chamber - March Lunch (JT) 15.00 04/15/2022 213-46301-443990 04/06/2022 Nat'l Gym Supply - Bearings for Spin Bikes in V 33.65 04/15/2022 226-45126-422990 04/06/2022 Nat'l Gym Supply - Fitness Equip Parts: 5 Buttoi 152.23 04/15/2022 226-45126-422990 04/06/2022 Night Hawk Security - Monthly Security @ Park 49.95 04/15/2022 101-45201-431990 04/06/2022 Recreation Supply - Polypropylene Pool Rope 165.83 04/15/2022 226-45124-421990 04/06/2022 Recreation Supply - Rescue Tubes (4) 271.96 04/15/2022 226-45124-421990 04/06/2022 Runnings - 12V Battery for Fitness Equipment 21.99 04/15/2022 226-45126-422990 04/06/2022 USPS - Certified Letter 7.38 04/15/2022 101-42200-432200 04/06/2022 Von Hanson Snacks - Pretzels for Concession (3 132.70 04/15/2022 226-45125-425410 04/06/2022 Walmart - Industrial Tape, Cable Ties - to Mount 26.44 04/15/2022 702-00000-421990 04/06/2022 Monti Chamber - March Lunch (2) (TP & BG) 30.00 04/15/2022 101-45201-443990 04/06/2022 Holiday - sm. engine (2.292) gal. unleaded @ $4 11.00 04/15/2022 101-45201-421200 04/06/2022 Mills Fleet - Engine 12 O gal. diesel @ 74.00 04/15/2022 101-42200-421200 04/06/2022 Home Depot - (2) 1/8 brass pipe plug 4.76 04/15/2022 101-42200-421990 04/06/2022 Runnings - flexible measuring cup 7.49 04/15/2022 101-43120-422110 04/06/2022 MIMOSA - lunch at airport - SL 12.98 04/15/2022 101-42200-433100 04/06/2022 Auto Value - (2) HD oil 16.06 04/15/2022 101-43120-422100 04/06/2022 Dollar Rent a Car - FL trip car rental - Fire 75.22 04/15/2022 101-42200-433100 AP -Computer Check Proof List by Vendor (04/15/2022 - 12:39 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 04/06/2022 Rescue Techl - FireDN-CARSRU- Omni -block 118.75 04/15/2022 101-42200-421990 04/06/2022 Boot Barn - 2022 boots - T.L. 150.00 04/15/2022 101-43120-421990 04/06/2022 CWP -pressure washer hosc;(2) hydr. hose; fittin 388.06 04/15/2022 101-43120-422100 04/06/2022 AlldataAuto Intelligence - 2022 subscription ref 1,500.01 04/15/2022 101-43127-421990 04/06/2022 JLR Garage Door - downpayment garage door d; 1,758.75 04/15/2022 701-00000-440100 04/06/2022 HP.com Store - Ink Cartridges for Design Jet Pri 515.37 04/15/2022 702-00000-421990 04/06/2022 Amazon - Annual Prime Membership Renewal 139.00 04/15/2022 101-41310-443300 04/06/2022 Amazon - Acrylic Cubicle Sign Holder 39.99 04/15/2022 101-41310-443300 Apr 22 Check Total: 56,901.90 04/15/2022 101-41520-443980 Vendor: 2438 VANCO SERVICES LLC 2,261.51 04/15/2022 Check Sequence: 8 00012418038 Vanco Gateway Exchange - March 2022 (1/2) 62.92 04/15/2022 601-49440-443980 00012418038 Vanco Gateway Exchange - March 2022 (1/2) 62.92 04/15/2022 602-49490-443980 Check Total: 245,000.00 ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (04/15/2022 - 12:39 PM) Page 9 Check Total: 125.84 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 9 Apr 22 Liq Store CC Fees (WF -0990) 6,877.39 04/15/2022 609-49754-443980 Apr 22 WF account interest earnings 1,229.13 04/15/2022 101-00000-362110 Apr 22 UB CC Fees (AmEx -8910) 62.00 04/15/2022 601-49440-443980 Apr 22 CH CC Fees (WF -0999) 183.00 04/15/2022 101-41520-443980 Apr 22 MCC CC Fees (iAccess FM -1476) 87.90 04/15/2022 226-45127-431992 Apr 22 UB CC Fees (AmEx -8910) 62.00 04/15/2022 602-49490-443980 Apr 22 WE account bank charges -126.67 04/15/2022 101-41520-443980 Apr 22 MCC CC Fees (Daxco- 2887) 2,261.51 04/15/2022 226-45122-443980 Apr 22 UB CC Fees (Bluefin - 7022) 1,111.87 04/15/2022 601-49440-443980 Apr 22 UB CC Fees (Bluefin - 7022) 1,111.87 04/15/2022 602-49490-443980 Apr 22 MCC CC Fees (Clover App- Fmrs Mkt) 21.42 04/15/2022 226-45127-431992 Apr 22 Global Payments - CivicRec 280.11 04/15/2022 101-45201-443980 Check Total: 13,161.53 Vendor: 1565 WELLS FARGO CORP TRUST SERVICE Check Sequence: 10 4/13/2022 Addt'l Investment to RBC Capital 245,000.00 04/15/2022 955-00000-104010 Check Total: 245,000.00 ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (04/15/2022 - 12:39 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: 427,268.17 Total of Number of Checks: 10 The preceding list of bills payable was reviewed and approved for payment. Date: 4/25/2022 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (04/15/2022 - 12:39 PM) Page 10 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 04/20/2022 - 2:42PM Batch: 00203.04.2022 - 203.04.2022 AP Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 1 ACH Enabled: False 59049 UB April Invoices (3650) Print, Fold, Stuff, Envi 653.40 04/26/2022 601-49440-431800 59049 UB April Invoices (3650) Print, Fold, Stuff, Env, 653.40 04/26/2022 602-49490-431800 59049 April/May Announcements Insert (3700) 764.50 04/26/2022 101-41310-443990 Check Total: 2,071.30 Vendor: 5948 ADVANCED ENGINEERING & ENVIRONMI Check Sequence: 2 ACH Enabled: False 79961 EDA Integrated Marketing & Comm Plan - Marc 6,055.00 04/26/2022 213-46301-430910 Check Total: 6,055.00 Vendor: 1017 ALEX AIR APPARATUS INC Check Sequence: 3 ACH Enabled: True 5377 annual compressor air quality test 831.14 04/26/2022 101-42200-440100 Check Total: 831.14 Vendor: 5480 ALIVE LUTHERAN CHURCH Check Sequence: 4 ACH Enabled: False 4/19/2022 Relocation Benefit Payment #2 5,443.97 04/26/2022 213-46301-461500 4/20/2022 Relocation Benefit Payment #3 5,557.47 04/26/2022 213-46301-461500 4/20/2022 Relocation Benefit Payment - New Refrigerator 150.00 04/26/2022 213-46301-461500 Check Total: 11,151.44 Vendor: 1039 AQUA LOGIC INC Check Sequence: 5 ACH Enabled: True 491 Power Supply Lead Wire Large Pin (2) 111.21 04/26/2022 226-45124-421990 Check Total: 111.21 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 6 ACH Enabled: False 329007 resale- beer credit inv. # 3522809 -8.46 04/26/2022 609-49750-425200 329008 resale- beer credit inv. # 3524350 -64.80 04/26/2022 609-49750-425200 329009 resale- beer credit inv. # 3525532 -15.36 04/26/2022 609-49750-425200 3528781 resale- beer 168.60 04/26/2022 609-49750-425200 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 3529040 resale -beer 36.90 04/26/2022 609-49750-425200 3530125 resale -beer 615.00 04/26/2022 609-49750-425200 Check Total: 731.88 Vendor: 4502 ARVIG Check Sequence: 7 ACH Enabled: True 000269713 003 Managed IT Services - April 2022 1,218.60 04/26/2022 702-00000-431990 Check Total: 1,218.60 Vendor: 2886 AUSCO DESIGN AND MARKETING Check Sequence: 8 ACH Enabled: False 6672 Safety T-shirts- (10) long sleeve; (15) short - Par 330.00 04/26/2022 101-45201-421990 Check Total: 330.00 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 9 ACH Enabled: True 2026307 (531.30) gal unleaded @ $4.87 2,585.84 04/26/2022 101-43120-421200 2046078 (356.70) gal diesel @ $4.13 1,472.45 04/26/2022 101-43120-421200 2046079 (598) gal unleaded @ $3.24 1,935.13 04/26/2022 101-43120-421200 Check Total: 5,993.42 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 10 ACH Enabled: True 104951600 freight 0.40 04/26/2022 609-49750-433300 104951600 asst. bags 87.50 04/26/2022 609-49754-421990 104983500 resale -juice 171.75 04/26/2022 609-49750-425400 104983500 asst. bags 162.95 04/26/2022 609-49754-421990 104983500 freight 1.54 04/26/2022 609-49750-433300 94315300 resale- wine 1,572.00 04/26/2022 609-49750-425300 94315300 resale- liquor 7,548.82 04/26/2022 609-49750-425100 94315300 freight 111.38 04/26/2022 609-49750-433300 94353100 resale- liquor credit inv. #94315300 -90.00 04/26/2022 609-49750-425100 94353100 freight credit inv. #94315300 -1.65 04/26/2022 609-49750-433300 94366200 freight 39.60 04/26/2022 609-49750-433300 94366200 resale -liquor 3,256.89 04/26/2022 609-49750-425100 94373800 freight 1.65 04/26/2022 609-49750-433300 94373800 resale -liquor 561.50 04/26/2022 609-49750-425100 94410100 resale -liquor 6,781.97 04/26/2022 609-49750-425100 94410100 resale- wine 372.00 04/26/2022 609-49750-425300 94410100 freight 70.39 04/26/2022 609-49750-433300 Check Total: 20,648.69 Vendor: 1067 BERNICK'S Check Sequence: 11 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 320193 resale- soda pop 12.00 04/26/2022 609-49750-425400 320194 resale- beer n/a 52.30 04/26/2022 609-49750-425400 320194 resale- beer 1,193.55 04/26/2022 609-49750-425200 322424 resale -soda pop 61.00 04/26/2022 609-49750-425400 322425 resale- beer n/a 52.30 04/26/2022 609-49750-425400 322425 resale- beer 1,638.35 04/26/2022 609-49750-425200 322426 Return Outdated Product -55.00 04/26/2022 226-45123-421990 322427 Beverages for Parties 272.60 04/26/2022 226-45123-421990 322427 Resale - Pop, Water, Gatorade, Muscle Milk 590.88 04/26/2022 226-45125-425411 Check Total: 3,817.98 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 12 ACH Enabled: True 0286155 21C005 - Sanitary Sewer Comp Plan 1,000.00 04/26/2022 602-49490-431990 Check Total: 1,000.00 Vendor: 5730 BOURGET IMPORTS, LLC Check Sequence: 13 ACH Enabled: True 186074 resale- wine 240.00 04/26/2022 609-49750-425300 186074 freight 5.00 04/26/2022 609-49750-433300 Check Total: 245.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 14 ACH Enabled: False 343659195 resale -liquor 6,793.56 04/26/2022 609-49750-425100 343659195 resale- wine 360.00 04/26/2022 609-49750-425300 343659195 freight 89.66 04/26/2022 609-49750-433300 343725829 freight 45.52 04/26/2022 609-49750-433300 343725829 resale - wine 308.00 04/26/2022 609-49750-425300 343725829 resale - mix 26.09 04/26/2022 609-49750-425400 343725829 resale -liquor 3,038.83 04/26/2022 609-49750-425100 409597075 resale- liquor credit inv. 343373321 -185.93 04/26/2022 609-49750-425100 409597075 resale- wine credit inv. 343373321 -129.00 04/26/2022 609-49750-425300 409597075 freight credit inv. 343373321 -6.60 04/26/2022 609-49750-433300 409617529 resale- liquor credit inv. 343659195 -139.85 04/26/2022 609-49750-425100 409617529 freight credit inv. 343659195 -1.65 04/26/2022 609-49750-433300 Check Total: 10,198.63 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 15 ACH Enabled: True 2348-000OG 236 Public Works Inspection - March 2022 112.00 04/26/2022 101-43115-431990 2348-000OG 236 Planning & Zoning - March 2022 840.00 04/26/2022 101-41910-430400 2348-000OG 236 202152 - The Pointes Zoning - March 2022 288.00 04/26/2022 101-41910-430400 2348-000OG 236 202210 - Block 52 PUD - March 2022 96.00 04/26/2022 101-00000-220110 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 2348-000OG 236 Public Works Admin - March 2022 80.00 04/26/2022 101-43110-431990 2348-000OG 236 General Admin - March 2022 1,681.82 04/26/2022 101-41610-430400 2348-000OG 236 Parks - March 2022 48.00 04/26/2022 101-45201-431990 2348-OOO1G 149 Building Code Enforcement - March 2022 502.76 04/26/2022 101-42400-430400 2348-0148G 43 16C006 - Fallon Ave Condemnation - March 20: 62.00 04/26/2022 400-43300-430400 2348-0155G 38 16C006 - Bluffs in Monticello Assessment Appe 876.60 04/26/2022 400-43300-430400 2348-0178G 9 21D006 - Stony Brook Village Plate - March 20: 210.00 04/26/2022 101-00000-220110 2348-0184G 2 Otter Creek Crossing - March 2022 217.00 04/26/2022 101-41910-430400 2348-0185G 1 Fire Code Enforcement Services - March 2022 946.66 04/26/2022 101-42200-430400 Check Total: 5,960.84 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 16 ACH Enabled: True 2669896 resale- beer 13,607.46 04/26/2022 609-49750-425200 2669896 resale- beer n/a 21.54 04/26/2022 609-49750-425400 2669896 resale- liquor 46.00 04/26/2022 609-49750-425100 2672788 resale -beer 11,143.52 04/26/2022 609-49750-425200 2672788 resale- beer n/a 266.80 04/26/2022 609-49750-425400 2672788 resale- wine 104.00 04/26/2022 609-49750-425300 2675569 resale- mix 14.00 04/26/2022 609-49750-425400 2675569 resale- beer 22,739.49 04/26/2022 609-49750-425200 Check Total: 47,942.81 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 17 ACH Enabled: False 23053 resale- wine 1,674.00 04/26/2022 609-49750-425300 Check Total: 1,674.00 Vendor: 2059 CARTEGRAPH SYSTEMS LLC Check Sequence: 18 ACH Enabled: True INV989 OMS Users (4); Parks & Rec Domain Contract ] 2,500.01 04/26/2022 101-46102-431990 Check Total: 2,500.01 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 19 ACH Enabled: True 0000567529 Bulk Carbon Dioxide (554 lbs) 161.33 04/26/2022 226-45124-421600 Check Total: 161.33 Vendor: 3904 CENTURY COLLEGE Check Sequence: 20 ACH Enabled: False 984764 (2) Firefighter II training - JP; CV 570.00 04/26/2022 101-42200-433100 Check Total: 570.00 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5942 CERTIFIED LABORATORIES Check Sequence: 21 ACH Enabled: False 5226565 1/2 CS/24 grease for automatic greasers 261.37 04/26/2022 101-43120-422100 Check Total: 261.37 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 22 ACH Enabled: True 1562742 resale- beer 22,257.16 04/26/2022 609-49750-425200 1562742 resale- beer n/a 60.80 04/26/2022 609-49750-425400 1564183 resale- beer n/a 98.60 04/26/2022 609-49750-425400 1564183 resale- beer 4,390.08 04/26/2022 609-49750-425200 1564232 resale- beer credit -124.65 04/26/2022 609-49750-425200 1564234 resale- beer credit -25.75 04/26/2022 609-49750-425200 1566136 resale- beer 261.00 04/26/2022 609-49750-425200 1566136 resale- beer n/a 64.60 04/26/2022 609-49750-425400 1566137 resale- beer 15,697.40 04/26/2022 609-49750-425200 1566137 resale- beer n/a 193.00 04/26/2022 609-49750-425400 1566181 resale- beer credit -109.13 04/26/2022 609-49750-425200 1567802 resale- beer n/a 61.60 04/26/2022 609-49750-425400 1567802 resale -beer 11,190.30 04/26/2022 609-49750-425200 1567843 resale- beer credit -14.00 04/26/2022 609-49750-425200 1569763 resale- beer 27,838.65 04/26/2022 609-49750-425200 1569763 resale- beer n/a 127.00 04/26/2022 609-49750-425400 Check Total: 81,966.66 Vendor: 4475 DAKOTA SUPPLY GROUP Check Sequence: 23 ACH Enabled: True S101724540.001 Modne 1/2 HP motor; switch PDP 100 342.86 04/26/2022 101-45201-422990 Check Total: 342.86 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 24 ACH Enabled: True 1440291 resale- beer 1,580.75 04/26/2022 609-49750-425200 Check Total: 1,580.75 Vendor: 5340 DISGRUNTLED BREWING DISGRUNTLED Check Sequence: 25 ACH Enabled: False 544 resale- beer 158.80 04/26/2022 609-49750-425100 Check Total: 158.80 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 26 ACH Enabled: True 883248 202217 - PH Charging Stations CUP Ad# 121451 156.91 04/26/2022 101-41910-435100 883249 202215 - PH Gold Nugget PUD Ad# 1214513 175.37 04/26/2022 101-41910-435100 883250 PH City Monticello IUP Ad# 1214518 166.14 04/26/2022 101-41910-435100 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 883251 202216 - PH Headwaters Dev PUD Ad# 121452 147.68 04/26/2022 101-41910-435100 883252 202150 - PH Clust CUP Amendment Ad# 1214f 147.68 04/26/2022 101-41910-435100 883253 PH City Zoning Ordinance Ad# 1214529 166.14 04/26/2022 101-41910-435100 884559 PH Sale of Property Ad# 1216299 203.06 04/26/2022 213-46301-435100 884560 TIF 1-44 - PH Ad# 1216373 239.98 04/26/2022 213-00000-220110 885865 Ordinance #773 Ad# 1217950 195.37 04/26/2022 101-41910-435100 885866 Ordinance #774 Ad# 1217953 195.37 04/26/2022 101-41910-435100 885867 Ordinance #771 Ad# 1217992 241.52 04/26/2022 101-41910-435100 885868 Ordinance #772 Ad# 1218001 195.37 04/26/2022 101-41910-435100 886749 Ad # 1211170- Spring Wine Sale 600.00 04/26/2022 609-49754-434990 293.64 Check Total: 2,830.59 702-00000-432100 04/8/2022 Vendor: 1165 EMERGENCY APPARATUS MAINTENANCE 04/26/2022 Check Sequence: 27 122624 Engine 12- Safety Inspec.; NFPA test; Srv. puml 1,928.10 04/26/2022 101-42200-440500 122625 Ladder 1- safety inspection; serv. pump;NFPAb 3,170.54 04/26/2022 101-42200-440500 122627 Tender 11- safety inspection; serv. pump; repl. g 1,047.11 04/26/2022 101-42200-440500 122628 Tender 12 - NFPA pump test; servie pump; inspe 1,306.48 04/26/2022 101-42200-440500 122703 Engine 12 - service air dryer; replace auto drains 2,620.55 04/26/2022 101-42200-440500 122771 Tender 11 - service air dryer; replace slack adjust 4,497.70 04/26/2022 101-42200-440500 Check Total: 14,570.48 Vendor: 2154 FEDERATED CO-OPS INC Check Sequence: 28 1094649 (60.80) propane delivered - Parks 103.30 04/26/2022 101-45201-421990 Check Total: 103.30 Vendor: 2561 FERGUSON WATERWORKS Check Sequence: 29 469361-1 Neptune 360 Advanced renewal subscribtion 4,500.00 04/26/2022 601-49440-443300 491840 (12) LF 5/8 x 3/4 T10 meter 3,300.00 04/26/2022 601-49440-422701 Check Total: 7,800.00 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 30 04/8/2022 April 2022 - Phone - City Hall 675.72 04/26/2022 702-00000-432100 04/8/2022 April 2022 - Phone - MCC 536.91 04/26/2022 702-00000-432100 04/8/2022 April 2022 - Phone - Ballfields 19.65 04/26/2022 702-00000-432100 04/8/2022 April 2022 - Phone - DMV 293.64 04/26/2022 702-00000-432100 04/8/2022 April 2022 - Phone - Hi Way Liquor 346.09 04/26/2022 702-00000-432100 04/8/2022 April 2022 - Phone - Fire Hall 407.43 04/26/2022 702-00000-432100 04/8/2022 April 2022 - Phone - Public Works 1,227.40 04/26/2022 702-00000-432100 04/8/2022 April 2022 - Phone - Parks 114.39 04/26/2022 702-00000-432100 04/8/2022 April 2022 - Phone - Prairie Center 13.24 04/26/2022 702-00000-432100 ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 04/8/2022 April 2022 - Internet - City Hall 248.90 04/26/2022 702-00000-432300 04/8/2022 April 2022 - Internet - MCC 10.00 04/26/2022 702-00000-432300 04/8/2022 April 2022 - Internet - DMV 89.90 04/26/2022 702-00000-432300 04/8/2022 April 2022 - Internet - Hi Way Liquor 45.95 04/26/2022 702-00000-432300 04/8/2022 April 2022 - Internet - Fire Hall 170.90 04/26/2022 702-00000-432300 04/8/2022 April 2022 - Internet - Animal Shelter 33.95 04/26/2022 702-00000-432300 04/8/2022 April 2022 - Internet - Public Works 53.95 04/26/2022 702-00000-432300 04/8/2022 April 2022 - Cable - Fire Hall 116.85 04/26/2022 101-42200-431990 04/8/2022 April 2022 - Cable - MCC 194.85 04/26/2022 226-45127-432500 04/8/2022 April 2022 - Data Hosting 500.00 04/26/2022 702-00000-431900 04/8/2022 April 2022 - Service Contract 250.00 04/26/2022 702-00000-431900 04/8/2022 April 2022 - Phone & Internet - Monti Arts 96.47 04/26/2022 101-45204-431990 Check Total: 5,446.19 Vendor: 5943 FULL SOURCE Check Sequence: 31 ACH Enabled: False FS4802420-SO (10) safety sirts 109.90 04/26/2022 101-43110-421990 Check Total: 109.90 Vendor: 1223 HAWKINS INC Check Sequence: 32 ACH Enabled: True 6163076 Pool Chemicals 565.28 04/26/2022 226-45124-421990 Check Total: 565.28 Vendor: 5945 HIRSHFIELD'S PAINT MANUFACTURING, I Check Sequence: 33 ACH Enabled: False 14560 (252) athletic field striping white 1,668.24 04/26/2022 101-45201-421990 Check Total: 1,668.24 Vendor: 5914 INNOVATIVE STUCCO INC Check Sequence: 34 ACH Enabled: False 4/19/2022 Relocation Benefit Payment #2 12,500.00 04/26/2022 213-46301-461500 Check Total: 12,500.00 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 35 ACH Enabled: True 4865 burial w/ frost- Kiputh 500.00 04/26/2022 215-49010-431150 Check Total: 500.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 36 ACH Enabled: False 193862 resale- wine credit inv. # 2011232 -20.00 04/26/2022 609-49750-425300 195095 resale- wine credit inv. # 2005623 -10.35 04/26/2022 609-49750-425300 195096 resale- wine credit inv. # 2010088 -4.83 04/26/2022 609-49750-425300 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 2024246 resale- liquor 3,041.39 04/26/2022 609-49750-425100 2024246 freight 54.53 04/26/2022 609-49750-433300 2024247 freight 100.63 04/26/2022 609-49750-433300 2024247 resale- wine 3,406.33 04/26/2022 609-49750-425300 2024247 resale- mix 76.95 04/26/2022 609-49750-425400 2025379 resale- liquor 1,600.81 04/26/2022 609-49750-425100 2025379 freight 20.95 04/26/2022 609-49750-433300 2025380 freight 18.03 04/26/2022 609-49750-433300 2025380 resale - wine 831.80 04/26/2022 609-49750-425300 2028017 freight 24.74 04/26/2022 609-49750-433300 2028017 resale- liquor 1,479.28 04/26/2022 609-49750-425100 2028018 resale- wine 1,631.90 04/26/2022 609-49750-425300 2028018 freight 40.02 04/26/2022 609-49750-433300 2028378 freight 19.80 04/26/2022 609-49750-433300 2028378 resale- wine 586.08 04/26/2022 609-49750-425300 2028384 resale- liquor 393.12 04/26/2022 609-49750-425100 2028384 freight 5.37 04/26/2022 609-49750-433300 2029206 freight 63.39 04/26/2022 609-49750-433300 2029206 resale- liquor 3,524.40 04/26/2022 609-49750-425100 2029207 resale- wine 4,819.55 04/26/2022 609-49750-425300 2029207 resale- wine n/a 92.90 04/26/2022 609-49750-425400 2029207 freight 132.16 04/26/2022 609-49750-433300 2029915 resale- liquor 1,226.96 04/26/2022 609-49750-425100 2029915 freight 12.37 04/26/2022 609-49750-433300 2029916 freight 36.51 04/26/2022 609-49750-433300 2029916 resale- wine 1,366.13 04/26/2022 609-49750-425300 2032649 freight 48.44 04/26/2022 609-49750-433300 2032649 resale- wine 1,865.00 04/26/2022 609-49750-425300 ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 8 Check Total: 26,484.36 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 37 MN190-00163 21TOO 1 - Headwaters Townhomes TIF - Feb 202 1,209.00 04/26/2022 213-00000-220110 MN190-00170 21TOO 1 - Headwaters Apartment TIF - Feb 2022 1,806.00 04/26/2022 213-00000-220110 MN190-00171 Project Suburban Expansion Purchase & Develo: 1,588.75 04/26/2022 213-46301-430400 MN190-00172 TIF 1-44 - Washburn POS Economic Developme 1,021.00 04/26/2022 213-00000-220110 Check Total: 5,624.75 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 38 161864 resale- wine 2,466.42 04/26/2022 609-49750-425300 161864 freight 30.00 04/26/2022 609-49750-433300 ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Check Total: Vendor: 3829 STEVE LANGANKI 1531 101-45201-431901 3/21-4/17/22 Porta Toilet Rental Check Total: Vendor: 5857 LANO EQUIPMENT, INC. 03-902533 Bobcat - update software; joystick positioning; tf Check Sequence: 40 Check Total: Vendor: 5285 LAWSON PRODUCTS, INC. 9309443488 (100) 25pk plow bolts; (2) cryobit Check Total: Vendor: 5709 BEN LUNDQUIST 000005 Qtr. 12022 - MontiArts Asst. Director Check Total: Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP 339173 04/26/2022 resale- cigarettes; juice 339173 resale- cigars; tobacco; soda pop; barware; paper 339239 resale- cigars; tobacco credit 339923 resale- cigarettes; juice 339923 resale- cigars; tobacco; soda popo; barware; etc ACH Enabled: Check Total: Vendor: 5944 M3 CONTRACTING 19540 (140) Bore - power for East Ellison Park 6,249.99 Check Total: Vendor: 1306 MAIN STREET DESIGNS INC 32843 (10) 30 x 84" City of Monticelo banner ACH Enabled: Check Total: Vendor: 1726 MARCO TECHNOLOGIES INV9869288 Microsoft 0365 Contract 4/16/22 - 5/15/22 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 9 Check Sequence: 39 ACH Enabled: True 706.43 04/26/2022 101-45201-431901 706.43 Check Sequence: 40 ACH Enabled: False 93.49 04/26/2022 101-43120-440440 93.49 Check Sequence: 41 ACH Enabled: False 501.85 04/26/2022 101-43127-421990 501.85 Check Sequence: 42 ACH Enabled: True 6,249.99 04/26/2022 101-45204-431990 6,249.99 Check Sequence: 43 ACH Enabled: True 2,020.81 04/26/2022 609-49750-425500 621.36 04/26/2022 609-49750-425400 -42.93 04/26/2022 609-49750-425400 952.60 04/26/2022 609-49750-425500 390.98 04/26/2022 609-49750-425400 3,942.82 Check Sequence: 44 ACH Enabled: False 1,400.00 04/26/2022 101-45201-431901 1,400.00 Check Sequence: 45 ACH Enabled: False 1,200.00 04/26/2022 101-43120-421990 1,200.00 Check Sequence: 46 ACH Enabled: True 649.50 04/26/2022 702-00000-431990 Page 9 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 10 Check Total: 649.50 Vendor: 5736 MAVERICK WINE LLC Check Sequence: 47 ACH Enabled: True 755064 resale -liquor 977.94 04/26/2022 609-49750-425100 755064 freight 6.00 04/26/2022 609-49750-433300 Check Total: 983.94 Vendor: 5057 MICHELS POWER CORP Check Sequence: 48 ACH Enabled: False 22117093 FiberNet Installation - Featherstone 5th & Edmc 182,272.75 04/26/2022 656-00000-165010 Check Total: 182,272.75 Vendor: 2160 MINNESOTA POLLUTIION CONTROL AGE? Check Sequence: 49 ACH Enabled: False 10000141182 Water Permit Annual Fees - WWTP 5,900.00 04/26/2022 602-49480-443700 Check Total: 5,900.00 Vendor: 2094 MN STATE COMM & TECH COLLEGE Check Sequence: 50 ACH Enabled: False 03/31/22 Detroit Lakes fire School - CR 140.00 04/26/2022 101-42200-433100 Check Total: 140.00 Vendor: 1364 MOBILE HEALTH SERVICES LLC Check Sequence: 51 ACH Enabled: True 41001 (1) HAZMAT; (2) SCBAmed. exam; (3) Quant. 490.00 04/26/2022 101-42200-431990 Check Total: 490.00 Vendor: 4691 MONTICELLO MEMORIALS, LLC Check Sequence: 52 ACH Enabled: False 21986 columbarium, personalized niche front - Hozeml 185.00 04/26/2022 215-49010-431990 Check Total: 185.00 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 53 ACH Enabled: True April 2022 Monthly Allocation - April 2022 5,416.67 04/26/2022 101-45175-444310 Check Total: 5,416.67 Vendor: 5586 MOOSE LAKE BREWING CO. Check Sequence: 54 ACH Enabled: True 418-007 resale -beer 216.00 04/26/2022 609-49750-425200 Check Total: 216.00 Vendor: 1913 NEW FRANCE WINE Check Sequence: 55 ACH Enabled: False AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 185734 resale- wine 780.00 04/26/2022 609-49750-425300 185734 freight 13.75 04/26/2022 609-49750-433300 Check Total: 793.75 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 56 ACH Enabled: False 7018 21TOO 1 - TIF 1-43 Headwaters Apartment Proj - 322.50 04/26/2022 213-00000-220110 7019 21TOO 1 - TIF 1-43 Headwaters Villas Proj - Mar 322.50 04/26/2022 213-00000-220110 7021 TIF 1-44 Washburn - March 2022 4,085.00 04/26/2022 213-00000-220110 7022 TIF 1-45 Block 52 - March 2022 2,365.00 04/26/2022 213-00000-220110 7023 CET Grant & Long Term Financial Planning 6,930.00 04/26/2022 101-41520-431990 Check Total: 14,025.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 57 ACH Enabled: True 25680 202152 - Technical Assist - Pointes Zoning Distr 4,068.30 04/26/2022 101-41910-431990 25769 Technical Assistance - City Projects - March 202 6,665.91 04/26/2022 101-41910-431990 25770 Deephaven/Block 52 PUD Concept - March 202 362.90 04/26/2022 101-41910-431990 25770 202215 - Featherstone 6th Addition PUD - Marc 2,081.90 04/26/2022 101-00000-220110 25770 202216 - Headwaters West PUD/Prelim Plat - M 3,354.60 04/26/2022 101-00000-220110 25770 202217 - Tesla CUP -PUD - March 2022 1,972.50 04/26/2022 101-00000-220110 25770 202201 - Tesla Cup/PUD File Review- March 2( 171.90 04/26/2022 101-41910-431990 25770 202201 - Dish Antenna CUP- March 2022 95.50 04/26/2022 101-41910-431990 25770 202150 - Dish Antenna CUP- March 2022 630.30 04/26/2022 101-00000-220110 25771 Technical Assistance - Meetings - March 2022 300.00 04/26/2022 101-41910-431990 Check Total: 19,703.81 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 58 ACH Enabled: True 4407 Jan 2022 - Solar Rebate Program- Xcel 6,862.70 04/26/2022 101-41310-443992 Check Total: 6,862.70 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 59 ACH Enabled: True 110095 Food for Concession Resale @ MCC 527.87 04/26/2022 226-45125-425410 121822 Food for Concession Resale @ MCC 561.48 04/26/2022 226-45125-425410 Check Total: 1,089.35 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 60 ACH Enabled: False 6359779 resale- liquor 1,461.50 04/26/2022 609-49750-425100 6359779 freight 23.09 04/26/2022 609-49750-433300 6375383 resale- liquor 3,008.10 04/26/2022 609-49750-425100 6375383 freight 49.50 04/26/2022 609-49750-433300 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference 6375384 freight 45.31 04/26/2022 609-49750-433300 6375384 resale- wine 1,767.40 04/26/2022 609-49750-425300 6375384 resale- mix 52.00 04/26/2022 609-49750-425400 6377602 resale -liquor 331.50 04/26/2022 609-49750-425100 6377602 feight 8.25 04/26/2022 609-49750-433300 6379097 resale- liquor 2,115.80 04/26/2022 609-49750-425100 6379097 freight 33.97 04/26/2022 609-49750-433300 6379098 feight 55.02 04/26/2022 609-49750-433300 6379098 resale -liquor 99.25 04/26/2022 609-49750-425100 6379098 resale- wine 2,347.67 04/26/2022 609-49750-425300 662447 resale- mix credit -19.25 04/26/2022 609-49750-425400 662448 resale- liquor credit inv. # 6364468 -12.00 04/26/2022 609-49750-425100 Check Total: 11,367.11 Vendor: 5431 QUADIENT FINANCE USA INC Check Sequence: 61 ACH Enabled: False 3/3/2022 Postage Purchased 2/25/22 1,000.00 03/15/2022 101-00000-155010 3/3/2022 Postage for Titles, Registrations, Plates etc. DMI 96.00 03/15/2022 653-41990-432200 Check Total: 1,096.00 Vendor: 5713 R.D.OFFUTT COMPANY Check Sequence: 62 ACH Enabled: False E0106914 Bobcat attachment 390.00 04/26/2022 101-43120-422100 Check Total: 390.00 Vendor: 1455 RED'S MARATHON Check Sequence: 63 ACH Enabled: False 03/25/22 battery 150.00 04/26/2022 101-43120-422100 Check Total: 150.00 Vendor: 4781 RUE 38 LLC Check Sequence: 64 ACH Enabled: False 13056 resale - wine 472.00 04/26/2022 609-49750-425300 13056 freight 6.00 04/26/2022 609-49750-433300 Check Total: 478.00 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 65 ACH Enabled: True A41977 Install Electronic Card/Fob Access @ City Hall ( 9,412.40 04/26/2022 701-00000-440100 Check Total: 9,412.40 Vendor: 2497 SHERBURNE WRIGHT CABLE COMMISSIC Check Sequence: 66 ACH Enabled: False 4/19/2022 Cable Franchise Fees - TDS/Bridgewater - Qtr 1 9,009.71 04/26/2022 101-00000-208020 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 4/19/2022 Cable PEG Fees - TDS/Bridgewater - Qtr 1202: 1,416.04 04/26/2022 101-00000-208020 Check Total: 10,425.75 Vendor: 5211 RANDI ANN SMELSER Check Sequence: 67 ACH Enabled: True April 2nd Semi Monthly Contract Payment 1,622.25 04/26/2022 101-42700-431200 Check Total: 1,622.25 Vendor: 5210 ADAM SMIGLEWSKI Check Sequence: 68 ACH Enabled: True 4/18/2022 Referee Mens Spring Hockey (12 Games) 840.00 04/26/2022 226-45127-431990 Check Total: 840.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 69 ACH Enabled: False 2197927 resale- liquor 2,586.18 04/26/2022 609-49750-425100 2197927 freight 29.63 04/26/2022 609-49750-433300 2197928 resale- wine 682.00 04/26/2022 609-49750-425300 2197928 freight 15.40 04/26/2022 609-49750-433300 2200521 freight 33.60 04/26/2022 609-49750-433300 2200521 resale- liquor 3,787.87 04/26/2022 609-49750-425100 2200522 resale- wine 2,259.35 04/26/2022 609-49750-425300 2200522 freight 44.45 04/26/2022 609-49750-433300 5082271 freight 0.35 04/26/2022 609-49750-433300 5082821 freight 2.80 04/26/2022 609-49750-433300 5082821 resale- liquor 360.00 04/26/2022 609-49750-425100 75139 resale- liquor credit pickup -spoiled merchandise -12.00 04/26/2022 609-49750-425100 Check Total: 9,789.63 Vendor: 4874 SPLASH SCHOOL LLC Check Sequence: 70 ACH Enabled: False 4919 February Life Guard Training (8) Refresher Cow 1,920.00 04/26/2022 226-45124-431990 Check Total: 1,920.00 Vendor: 5949 STANLEY ACCESS TECH LLC Check Sequence: 71 ACH Enabled: False 906488403 Installation of ADA Doors @ MCC & City Hall 17,900.00 04/26/2022 701-00000-440100 Check Total: 17,900.00 Vendor: 1518 TDS TELECOM Check Sequence: 72 ACH Enabled: True 763-271-3257 TDS 99.99 04/26/2022 702-00000-432100 763-295-0078 TDS - Fire 228.71 04/26/2022 702-00000-432100 763-295-0338 TDS 65.93 04/26/2022 702-00000-432100 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 763-295-2005 TDS 20.11 04/26/2022 702-00000-432100 763-295-3714 TDS - Reservoir 343.78 04/26/2022 702-00000-432100 Check Total: 758.52 Vendor: 5922 SHILOH THOMPSON Check Sequence: 73 ACH Enabled: False 4/19/2022 Relocation Benefit Payment #2 3,000.00 04/26/2022 213-46301-461500 Check Total: 3,000.00 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 74 ACH Enabled: True 71754144 abrasive disc; (7) drill bit; (7) Dynamo drill bits; 499.98 04/26/2022 101-43127-421990 Check Total: 499.98 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 75 ACH Enabled: False 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 Check Total: 650.98 Vendor: 1544 US POSTAL SERVICE Check Sequence: 76 ACH Enabled: False 4/8/2022 PI 42 - UB April Billing (3650 pcs) (1/2) 841.33 04/26/2022 601-49440-432200 4/8/2022 PI 42 - UB April Billing (3650 pcs) (1/2) 841.32 04/26/2022 602-49490-432200 Check Total: 1,682.65 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L. Check Sequence: 77 ACH Enabled: True 9000028621 May 2022 - WWTP Operations & Maintenance 63,809.50 04/26/2022 602-49480-430800 Check Total: 63,809.50 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 78 ACH Enabled: True 2902753 resale- soda pop 561.10 04/26/2022 609-49750-425400 Check Total: 561.10 Vendor: 1684 VINOCOPIA Check Sequence: 79 ACH Enabled: True 301565 resale - liquor 67.50 04/26/2022 609-49750-425100 301565 resale - wine 472.00 04/26/2022 609-49750-425300 301565 freight 12.00 04/26/2022 609-49750-433300 302096 freight 7.50 04/26/2022 609-49750-433300 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference 302096 resale- liquor 208.75 04/26/2022 609-49750-425100 302096 resale- wine 88.00 04/26/2022 609-49750-425300 Check Total: 855.75 Vendor: 5341 WATER CONSERVATION SERVICES, INC. Check Sequence: 80 ACH Enabled: False 12019 leak locate - 711 4th St 484.57 04/26/2022 601-49440-440100 Check Total: 484.57 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 81 ACH Enabled: True 8972 March 2022 Water Testing 255.00 04/26/2022 601-49440-431990 Check Total: 255.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 82 ACH Enabled: True 10499 Labor - Replace Emergency Lights @ Head End 212.50 04/26/2022 701-00000-440100 10499 Parts - LED Emergency Lights (5), Recycle Batt 245.50 04/26/2022 701-00000-440100 Check Total: 458.00 Vendor: 5946 WEST METRO FIRE -RESCUE DISTRICT Check Sequence: 83 ACH Enabled: False 193 (3) Honor Guard clinic; (3) Funeral Op. class 525.00 04/26/2022 101-42200-433100 Check Total: 525.00 Vendor: 4766 SUSAN WESTLEY Check Sequence: 84 ACH Enabled: False Qtr. 12022 Qtr. 12022 - MontiArts Director 6,249.99 04/26/2022 101-45204-431990 Check Total: 6,249.99 Vendor: 5947 WH SECURITY Check Sequence: 85 ACH Enabled: False 15016974646 30% downpayment- install security equipt. Job 4 511.50 04/26/2022 701-00000-440100 Check Total: 511.50 Vendor: 1572 THE WINE COMPANY Check Sequence: 86 ACH Enabled: True 201715 resale- wine 1,600.00 04/26/2022 609-49750-425300 201715 freight 48.00 04/26/2022 609-49750-433300 Check Total: 1,648.00 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 87 ACH Enabled: False 7374329 resale - wine 532.00 04/26/2022 609-49750-425300 7374329 freight 8.25 04/26/2022 609-49750-433300 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference 7375066 resale- wine 452.60 04/26/2022 609-49750-425300 7375066 freight 6.60 04/26/2022 609-49750-433300 7375440 freight 24.76 04/26/2022 609-49750-433300 7375440 resale- wine 1,465.00 04/26/2022 609-49750-425300 Check Total: 2,489.21 Vendor: 1206 WINEBOW INC. Check Sequence: 88 ACH Enabled: True MN00111325 resale- wine 280.00 04/26/2022 609-49750-425300 MN00111325 freight 4.50 04/26/2022 609-49750-433300 Check Total: 284.50 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 89 ACH Enabled: True 4/11/2022 Court Fines & Fees - March 2022 4,315.06 04/26/2022 101-42100-430410 April April 2022 - Deputies Contract 133,176.33 04/26/2022 101-42100-430500 Check Total: 137,491.39 Vendor: 1580 WRIGHT COUNTY JOURNAL PRESS Check Sequence: 90 ACH Enabled: False 03/31/22 Ad # 8032074 Spring Wine Sale full color 741.26 04/26/2022 609-49754-434990 Check Total: 741.26 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 91 ACH Enabled: True R011744-000 39 16C001 PHASE 1 - BCOL Phase 1 Design- Feb 768.00 04/26/2022 101-45201-431990 R014468-000 8 202147 - Kjellberg Firm Ground Apts Plan Reivi 1,618.00 04/26/2022 101-00000-220110 R014511-000 21 Downtown Redevelopment Project - Feb 2022 2,352.00 04/26/2022 213-46301-431993 R018674-000 7 County Ditch 33 Feasibility Study - Feb 2022 206.00 04/26/2022 101-43115-431990 R019102-000 6 21C008 - Otter Creek & Karlsburger Pond & Str 10,535.75 04/26/2022 652-49880-430300 R019194-000 5 21C010 - Shovel Ready Site Certification - Feb : 363.50 04/26/2022 101-41910-430300 R019376-000 4 21C007 - The Pointes at Cedar - Feb 2022 53,085.80 04/26/2022 400-43300-453010 R019573-000 3 22C003 - School Blvd SRTS Project - Feb 2022 4,091.00 04/26/2022 400-43300-459024 R019581-000 2 2022 Maps - Feb 2022 286.00 04/26/2022 101-43115-430300 R019582-000 1 2022 GIS Support Services - Feb 2022 286.00 04/26/2022 702-00000-431990 R019645-000 2 2022 WCA Services - Feb 2022 638.50 04/26/2022 101-43111-430300 R019675-000 2 2022 Economic Services Monthly Retainer- Feb 900.00 04/26/2022 213-46301-431993 R019675-000 2 2022 Economic Dev Svcs TIF 1-44 - Feb 2022 1,113.00 04/26/2022 213-00000-220110 R019744-000 2 22C002 - BCOL Plan Update & Grant Applicatic 6,637.40 04/26/2022 101-45201-431990 R019886-000 1 202210 - Block 52 Development - Feb 2022 775.50 04/26/2022 101-00000-220110 R19295-000 5 21C009 - Otter Creek Industrial Park Area Plattij 3,161.00 04/26/2022 101-41910-430300 Check Total: 86,817.45 AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 16 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: 916,211.77 Total of Number of Checks: 91 The preceding list of bills payable was reviewed and approved for payment. Date: 4/25/2022 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (04/20/2022 - 2:42 PM) Page 17 City Council Agenda: 4/25/2022 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑x Consent Agenda Item Human Resources Manager 04/25/2022 ❑ 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 Gianna Mitchell Guest Service MCC 4/18/22 PT Gretchen Frederick Guest Service MCC 4/19/22 PT Kandis Selthofner Facility Lead MCC 4/20/22 PT Lorie Moshier Parks Worker Parks 5/2/22 Seasonal Isaac Flicker Parks Worker Parks 5/16/22 Seasonal Name TERMINATING EMPLOYEES Reason New Hire and Terms City Council 2022: 4/20/2022 Department Last Day Worked Class City Council Agenda: 04/25/2022 2D. Consideration of adopting Resolution 2022-45 accepting donations of $1,500 from the Monticello Lions - S500 for surmlies/materials for the MonticellGLOW Parade and $1,000 for the pollinator project and $25 from Daniel Sholl for Fire Department general use Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 4/25/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-45 accepting the donations from the Monticello Lions and Dan Sholl. REFERENCE AND BACKGROUND The City Council is asked to accept $1,500 from the Monticello Lions; $500 for supplies/materials for the MonticellGLOW parade and $1,000 for a pollinator project. In addition, Council is asked to accept $25 from Daniel Sholl for general use by the Fire Department. 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 donations will be used as specified above. II. Staff Workload Impact: N/A. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-45 accepting the donation. SUPPORTING DATA • Resolution 2022-45 CITY OF MONTICELLO RESOLUTION NO. 2022-45 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 Monticello Lions Cash $1500 Daniel Sholl Cash $25 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 Monticello Lions MonticellGLOW Parade & Pollinator/$1,500 Dan Sholl Fire Department/$25 Adopted by the City Council of Monticello this 2511 day of April, 2022. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 4/25/2022 2C. Consideration of approving the sale of Parks Department surplus property Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 4/25/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the sale of Park & Recreation Department items. REFERENCE AND BACKGROUND The Council is asked to declare certain items as surplus property and authorize the sale or disposal of those items. The Parks, Arts & Recreation Department is selling a 2004 Toro 328. This piece of equipment has an estimated value of $2,000. Budget Impact: The value of the equipment. II. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of sale of surplus property. SUPPORTING DATA A. Surplus List B. Photos Equipment/Supplies Surplus List Department: Parks Department 1. $100,000 + A. B. 2. $50,000 - $100,000 A. B. 3. $25,000.00 - $50,000.00 A. B. 4. $10,000 - $25,000 A. B. C. 5. $2,500 - $10,000 A. B. C. 6. $1,000 - $2,500 A. 2004 Toro 328 B. C. 7. $100 - $1,000 A. B. C. 8. $0-$100 A. B. C. Date: 4/25/22 ot I 4 AW I ff �rwr lot rt � r r � � A iF ARL "�- I A� r rid gas City Council Agenda: 04/25/2022 2E. Consideration of approving an Amendment to Conditional Use Permit for Colocation of Antenna Including Revision/Repair on an Existing Telecommunication Antenna Support Structure in the Industrial and Business Campus (IBC) District. Applicant: Mirhnoi niict Prepared by: Meeting Date: ® Consent Agenda Item NAC/Community Development Director 04/25/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Chief Building and Zoning Official, City Administrator Community & Economic Development Coordinator, Project Engineer ACTION REQUESTED Motion to approve an amendment to Conditional Use Permit for Colocation of Antenna Including Revision/Repair on an Existing Telecommunication Antenna Support Structure in the Industrial and Business Campus (IBC) District, based on findings in Resolution No. PC -2022-017 and subject to the conditions in Exhibit Z. The Planning Commission recommends approval of the amendment to Conditional Use Permit. REFERENCE AND BACKGROUND Property: 406 7th St E, Monticello, MN 55362 Legal Description: Lots 6, 7, 8, Block 2, Lauring Hillside Terrace PID#: 155029002070 Planning Case Number: 2021-050 Request(s): Conditional Use Permit for a replacement antenna array on an existing cellular/wireless antenna tower. Deadline for Decision: May 2, 2022 (60 -day deadline) July 1, 2022 (120 -day deadline) Land Use Designation: RC, Regional Commercial Zoning Designation: IBC, Industrial -Business Campus Overlays/Environmental Regulations Applicable: Freeway Bonus Sign Overlay District Current Site Uses: Surrounding Land Uses: Project Description ANALYSIS City Council Agenda: 04/25/2022 Commercial Office and Service, and existing communications tower North: Multiple Family Residential East: Vacant IBC land South: Interstate 94 West: Commercial/Institutional The applicants are a licensed wireless services communications company proposing to locate a new antenna array on an existing wireless communications tower. The tower has three antenna arrays, the uppermost of which would be replaced by the proposed user. The proposed antenna array is slightly larger than the current antennas, and as such, an amendment to the Conditional Use Permit is required. The proposed application consists of three larger antenna panels that will be attached to the tower at the same height at the upper array. The three antenna panels would replace 6 existing smaller panels. A new equipment package would be installed within the existing ground enclosure on a small platform, although the applicants indicate that their equipment is smaller than others in the compound. The equipment package will extend approximately 5 -feet above ground. The current enclosure is a chain link fenced -in area behind the principal building, accessed via a small parking lot. No changes would be made to any of the other existing improvements in the enclosure or to the property in question. As with all telecommunications equipment of this type, the City is required to make reasonable accommodations to allow the use, based on technology and service needs of the operator and the public. The City must accommodate construction of this type of equipment when the impact is not substantial and there is no expectation of impacts on public health, safety, and welfare. Impacts of new antenna installations most often relate to visual intrusions of larger or more antenna arrays, or the addition of significant new ground -mounted control and switching equipment. In this case, the antenna changes are minimal and appear to be only slightly distinguishable from the existing condition. Moreover, no ground equipment impacts appear to be proposed. In addition, the City's regulations related to antenna installations is to encourage colocation and growth of facilities on existing support structures, avoiding where possible the need for new towers or other structures. Approval of this upgrade would be consistent with this policy. City Council Agenda: 04/25/2022 As evidenced on the submitted plans, visual impacts associated with the proposed equipment changes are expected to be very slight. Staff does not foresee impacts from this use on surrounding property. In this regard, the proposed site modifications appear to be consistent with City requirements. 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 minor time in the review of the application and staff report, estimated at 2-4 hours. III. Comprehensive Plan Impact: Indirect; telecommunication towers are allowed only as accessory uses on property otherwise occupied by a principal use. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed this item and held a public hearing on the request during their regular meeting on April 5, 2022. The Commission verified the reason a conditional use permit was required. Staff indicated that the proposed antenna are different in size than those they are replacing on the existing tower. This slightly larger physical dimension necessitates the review by ordinance. The applicant's representative Jeff Haley was present to address the Commission. Mr. Haley indicated that DISH Network is installing these antenna as it works to build its wireless communication network. Hearing no other public comment, the Commission closed the hearing. The Commission voted unanimously to recommend approval of the amendment to the Conditional Use Permit. STAFF RECOMMENDED ACTION Staff recommends approval of the Conditional Use Permit based on the application materials provided, and with findings that the proposal meets the requirements of the Ordinance and that planned equipment changes will have no significant visual or other impacts on surrounding property. Formal findings are included the attached resolution. A series of conditions are included as Exhibit Z with this report ensuring compliance with permitting and other standard requirements. SUPPORTING DATA A. Resolution PC -2022-017 B. Aerial Site Image C. Applicant Narrative D. Plan Set Submittal, including: a. Title b. Overall Site Plan c. Elevation Antenna Layout d. Equipment Detail e. Site Notes Z. Conditions of Approval EXHIBIT Z City Council Agenda: 04/25/2022 Amendment to Conditional Use Permit SAC Wireless for AT&T 406 East 7t" Street 1. Facility upgrades shall be in accordance with the plan set dated 3/10/2022 for Dish Wireless. 2. A building permit shall be obtained prior to installation of the proposed new antennas and updated equipment, including certification by a licensed structural engineer if determined to be necessary by the Building Department. 3. The new antennas and related equipment shall comply with all Federal Communications Commission (FCC) regulations. 4. The new antennas and related equipment shall comply with all applicable electrical codes. 5. All transmitting, receiving and switching equipment shall be housed within the existing equipment structure. 6. Comments of the City Engineer and other City staff as applicable. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2022-017 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR THE CO -LOCATION OF A WIRELESS ANTENNA ARRAY INCLUDING REVISION/REPAIR ON AN EXISTING TELECOMMUNICATION ANTENNA SUPPORT STRUCTURE WHEREAS, the applicant has submitted a request to add and modify antenna arrays on an existing communications tower; and WHEREAS, the site is zoned IBC, Industrial Business Campus, which allows such use by Conditional Use Permit; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of Regional Commercial for the area; and WHEREAS, the applicants have provided materials documenting compliance with the terms of the applicable zoning regulations; and WHEREAS, the uses are consistent with the intent and purpose of the IBC zoning district; 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 April 5t", 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 intent and purpose of the IBC, Industrial Business Campus Zoning District. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by commercial land uses and are addressed through standard review and ordinances as adopted. 4. The colocation of antenna arrays meets the intent and requirements of the applicable zoning regulations, pursuant to the conditions attached to the Conditional Use Permit. 5. No other changes or impacts resulting for the antenna construction 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 Conditional Use Permit for colocation of wireless antennas, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Facility upgrades shall be in accordance with the plan set dated 3/10/2022 for Dish Wireless. 2. A building permit shall be obtained prior to installation of the proposed new antennas and updated equipment, including certification by a licensed structural engineer if determined to be necessary by the Building Department. 3. The new antennas and related equipment shall comply with all Federal Communications Commission (FCC) regulations. 4. The new antennas and related equipment shall comply with all applicable electrical codes. 5. All transmitting, receiving and switching equipment shall be housed within the existing equipment structure. 6. Comments of the City Engineer and other City staff as applicable. ADOPTED this 5t" day of April, 2022 by the Planning Commission of the City of Monticello, Minnesota. TICELLO PLANNING COMMISSION By: PaL t'Konsor, Chair ATTEST: An'g6a SchuVaq n1 Community Development Director K �Mom _ 111 �1 d 1 � •� _�� �- � , 11 1: Q74. 11 • � I � - 9 11 � 1 ` f we LL l J Michael Clust Veracity Land Use Development Services 5348 Carrollton Ave Indianapolis, IN 46220 March 28, 2022 City of Monticello Community Development 505 Walnut Street, Suite 1 Monticello, MN 55362 Dear City of Monticello Community Development: DISH Wireless is seeking to install on an existing cellular tower located at 406 East 7th Street in Monticello. The existing tower is a 162.5 -foot tall monopole structure. DISH's equipment will be located at the 157' centerline. The outdoor equipment will be discreet, with plans for one cabinet placed on a 35 SF corrugated steel platform just slightly above grade level. The equipment will be located within the existing fenced -in compound area. The site is located within the IBC zoning district, among the more suitable districts for tower structures. Industry best practices and ordinances in jurisdictions across the country greatly encourage wireless carriers to collocate on existing towers whenever possible. Collocation discourages the proliferation of additional tower structures in close proximity to one another. Specifically, the Monticello Zoning Ordinance encourages antenna collocation (Section 4.13(A)(3). Additionally, the site is located near a highway interchange, an appropriate location for a tower (Section 4.13(A)(5). The addition of a new carrier on a tower already containing multiple tenants will not materially alter the current visual aesthetic of the tower. The site will effectively look and function as it currently does. Therefore, the CUP approval criteria set forth in the Section 2.4(D)(4)(a) of the Monticello Zoning Ordinance are continuing to be met with this collocation request. Sincerely, Michael Clust Veracity Land Use Development Services 5348 Carrollton Ave City of Monticello Community Development Date Page 2 Indianapolis, IN 46220 March 28, 2022 Enclosure wireless.. DISH Wireless L.L.C. SITE ID: MNMSP00428A DISH Wireless L.L.C. SITE ADDRESS: 406 EAST 7TH STREET MONTICELLO,MN 55362 MINNESOTA CODE COMPLIANCE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE BUILDING 2015 MINNESOTA BUILDING CODE/2015 IBC MECHANICAL 2015 MINNESOTA MECHANICAL AND FUEL GAS CODE/2015 IMC ELECTRICAL 2015 MINNESOTA ELECTRICAL CODE/2017 NEC DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 SCOPE OF WORK THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: TOWER SCOPE OF WORK: • REMOVE ABANDONED EQUIPMENT O 157' • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL (1) PROPOSED ANTENNA PLATFORM (COMMSCOPE MC—PK8—DSH) • INSTALL PROPOSED JUMPERS • INSTALL (6) PROPOSED RRH9 (2 PER SECTOR) • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) • INSTALL (1) PROPOSED HYBRID CABLE GROUND SCOPE SHEET INDEX SHEET NO. SHEET TITLE PROPOSED T-1 TITLE SHEET (1) PROPOSED CABLE TRAY • INSTALL A-1 OVERALL AND ENLARGED SITE PLAN PPC CABINET A-2 ELEVATION, ANTENNA LAYOUT AND SCHEDULE A-3 EQUIPMENT PLATFORM AND H—FRAME DETAILS (1) PROPOSED POWER CONDUIT A-4 EQUIPMENT DETAILS PROPOSED A-5 EQUIPMENT DETAILS (1) A-6 EQUIPMENT DETAILS • INSTALL (1) PROPOSED GPS UNIT E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES E-2 ELECTRICAL DETAILS (1) E-3 ELECTRICAL ONE—UNE, FAULT CALCS & PANEL SCHEDULE (1) PROPOSED METER SOCKET G-1 GROUNDING PLANS AND NOTES SITE ACQUISITION: SARAH PARSONS G-2 GROUNDING DETAILS SARM.PARSONSOCROWNICASTLE.COIA G-3 GROUNDING DETAILS MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 CONSTRUCTION MANAGER: MOHAMMED MOHAMMED RF -1 RF CABLE COLOR CODE T-1 OCCUPANCY GROUP: U RF ENGINEER: CHONG LEE GN -1 LEGEND AND ABBREVIATIONS GN -2 GENERAL NOTES GN -3 GENERAL NOTES GN -4 GENERAL NOTES r__ i DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 SCOPE OF WORK THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL UTILIZE SPECIFIED EQUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: TOWER SCOPE OF WORK: • REMOVE ABANDONED EQUIPMENT O 157' • INSTALL (3) PROPOSED PANEL ANTENNAS (1 PER SECTOR) • INSTALL (1) PROPOSED ANTENNA PLATFORM (COMMSCOPE MC—PK8—DSH) • INSTALL PROPOSED JUMPERS • INSTALL (6) PROPOSED RRH9 (2 PER SECTOR) • INSTALL (1) PROPOSED OVER VOLTAGE PROTECTION DEVICE (OVP) • INSTALL (1) PROPOSED HYBRID CABLE GROUND SCOPE OF WORK: W FROM GLUMACK DR, HEAD NORTH, CONTINUE ONTO GREEN LN, SLIGHT • INSTALL (1) PROPOSED METAL PLATFORM • INSTALL (1) PROPOSED CABLE TRAY • INSTALL (1) PROPOSED PPC CABINET • INSTALL (1) PROPOSED EQUIPMENT CABINET • INSTALL (1) PROPOSED POWER CONDUIT • INSTALL (1) PROPOSED TELCO CONDUIT • INSTALL (1) PROPOSED TELCO—FIBER BOX • INSTALL (1) PROPOSED GPS UNIT • INSTALL (1) PROPOSED SAFETY SWITCH (IF REQUIRED) • INSTALL (1) PROPOSED FIBER NID (IF REQUIRED) • INSTALL (1) PROPOSED METER SOCKET SITE PHOTO I GOPHER STATE ONE CALL UTILITY NOTIFICATION CENTER OF MINNESOTA (800) 252-1166 WWW.GOPHERSTATEONECALL.ORG CALL 2 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. 11 "x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. SITE INFORMATION PROJECT DIRECTORY W FROM GLUMACK DR, HEAD NORTH, CONTINUE ONTO GREEN LN, SLIGHT GLOBAL SIGNAL ACQ GLUMACK DR, KEEP RIGHT AT THE FORK, PROPERTY OWNER: PO BOX 277455 APPLICANT: DISH Wireless L.L.C. ADDRESS: ATLANTA, GA 30384-7455 5701 SOUTH SANTA FE DRIVE W/STATE HWY 5 W. MERGE ONTO 1-494 W. (941) 308-5986 LITTLETON, CO 80120 TOWER TYPE: MONOPOLE HWY 36/MN-241 TOWARD ST MICHAEL, MERGE ONTO 1-94 W, KEEP RIGHT AT THE FORK TO STAY ON TOWER OWNER: CROWN CASTLE TOWER CO SITE ID: 878532 2000 CORPORATE DRIVE RFDS REV #: --- CONSTRUCTION CANONSBURG, PA 15317 TOWER APP NUMBER: 562516 (303) 274-6568 COUNTY: WRIGHT SITE DESIGNER: GPD GROUP, INC ISSUED FOR REVIEW 0 520 S MAIN ST, SUITE 2534 LATITUDE (NAD 83): 45 17'53.22" N AKRON, OH 44311 REVISED RAD CENTER 45.298111 N (330) 572-2100 LONGITUDE (NAD 83): 93' 47'32.84" W 93.792444 W ZONING JURISDICTION: CITY OF MONTICELLO SITE ACQUISITION: SARAH PARSONS A&E PROJECT NUMBER SARM.PARSONSOCROWNICASTLE.COIA ZONING DISTRICT: TBD MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 CONSTRUCTION MANAGER: MOHAMMED MOHAMMED PARCEL NUMBER: 155029002070 T-1 OCCUPANCY GROUP: U RF ENGINEER: CHONG LEE CONSTRUCTION TYPE: II—B POWER COMPANY: XCEL ENERGY TELEPHONE COMPANY: MS DIRECTIONS DIRECTIONS FROM MINNEAPOUS-SAINT PAUL INTERNATIONAL AIRPORT: GET ON Ill W/STATE HWY 5 W FROM GLUMACK DR, HEAD NORTH, CONTINUE ONTO GREEN LN, SLIGHT RIGHT ONTO GLUMACK DR, USE THE RIGHT 2 LANES TO STAY ON GLUMACK DR, KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR STATE HWY 5 W/1-494/BLOOMINGTON AND MERGE ONTO Ill W/STATE HWY 5 W. FOLLOW 1-494 W TO 1-94 W IN MONTICELLO, MERGE ONTO Ill W/STATE HWY 5 W. MERGE ONTO 1-494 W. USE THE LEFT 2 LANES TO TAKE EXIT 27 TO MERGE ONTO 1-94 W TOWARD ST CLOUD, TAKE EXIT 205 FOR COUNTY HWY 36/MN-241 TOWARD ST MICHAEL, MERGE ONTO 1-94 W, KEEP RIGHT AT THE FORK TO STAY ON 1-94 W, DESTINATION WILL BE ON THE RIGHT. MRL VICINITY MAP to Clear Lake Orrack Zimmerman leanvater Becker t0 52 Salida Big Lake Elk Rive Silver Creek Bailey Monticello �o SITE LOCATION Maple Lake i Albertville ti St Michael zap Roc Buffalo so N r' NO SCALE • wirel 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 nnes a Signature: Typed orPrinted Na e:C TOPHER J. SCHEKS Date:03/10/2022License Number: 51499 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 EXISTING CHAIN—LINK FENCE I k } } NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. EXISTING PARKING AREA '2-' 0 2'0 ATF SD , SEE ENLARGED SITE PLAN M 38� k\ Y k J \x� EXISTING GEN PAD (4'-0"X10'-0") EXISTING SHELTER (11'-5"X20'-0") OVERALL SITE PLAN DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 12' 8' 4' 0 EXISTING UTILITY H—FRAME EXISTING UTILITY PEDESTAL EXISTING UTILITY PAD EXISTING PLATFORM (15'-10"X15'-10") J 10' 3/32"=1 ' —0" 20' SEE EQUIPMENT LAYOUT (SHEET A-3) � 1 1 1 � ]� 1 Will 1 01 \ 1 g i 1 C ItL 1 1 W LI 1 1 1 1 7'-0" LEASE AREA/PLATFORM ENLARGED SITE PLAN Existing Utility Pad mounted transformer. Power Source. Proposed Fiber HH Proposed meter and disconnect to be installed on new h -frame. AERIAL VIEW NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 3'-4"f PROPOSED CABE TRAY PROPOSED DISH Wireless EXISTING MONOPOLE L.L.C. 12" ICE BRIDGE 12" 6" 0 10 2' 3' 4' 5' 6' 7' 3/8"=1 ' —0" ` �J Proposed Fiber Demarc at Dish platform Proposed 2" SCH. 40 Fiber Conduit from Fiber MMP:HH to Dish H -Frame (Installed by Dish) 55' Y• ^i Mum Pnnm� P !0— ` c800MIF F PSP.."P"...P— Power Conduit +.-'-50' ' Proposed Dish Platform 7'"111%,11417. 3 ,/ 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 0 GPD GROUP, INC.° 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 I hereby certify that this plan, specification, or report was vJO am a duly Licensed Professional Engineer under the laws k } } NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. EXISTING PARKING AREA '2-' 0 2'0 ATF SD , SEE ENLARGED SITE PLAN M 38� k\ Y k J \x� EXISTING GEN PAD (4'-0"X10'-0") EXISTING SHELTER (11'-5"X20'-0") OVERALL SITE PLAN DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 12' 8' 4' 0 EXISTING UTILITY H—FRAME EXISTING UTILITY PEDESTAL EXISTING UTILITY PAD EXISTING PLATFORM (15'-10"X15'-10") J 10' 3/32"=1 ' —0" 20' SEE EQUIPMENT LAYOUT (SHEET A-3) � 1 1 1 � ]� 1 Will 1 01 \ 1 g i 1 C ItL 1 1 W LI 1 1 1 1 7'-0" LEASE AREA/PLATFORM ENLARGED SITE PLAN Existing Utility Pad mounted transformer. Power Source. Proposed Fiber HH Proposed meter and disconnect to be installed on new h -frame. AERIAL VIEW NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. CONTRACTOR SHALL MAINTAIN A 10'-0" MINIMUM SEPARATION BETWEEN THE PROPOSED GPS UNIT, TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 3'-4"f PROPOSED CABE TRAY PROPOSED DISH Wireless EXISTING MONOPOLE L.L.C. 12" ICE BRIDGE 12" 6" 0 10 2' 3' 4' 5' 6' 7' 3/8"=1 ' —0" ` �J Proposed Fiber Demarc at Dish platform Proposed 2" SCH. 40 Fiber Conduit from Fiber MMP:HH to Dish H -Frame (Installed by Dish) 55' Y• ^i Mum Pnnm� P !0— ` c800MIF F PSP.."P"...P— Power Conduit +.-'-50' ' Proposed Dish Platform 7'"111%,11417. 3 wireless, 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 40'000�w GPD GROUP, INC.° 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 stateInresa Signature: Typed or Printed C9TOPHFRJ.SCHEKS Date: 03/10/2022 License Number: 51499 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: I APPROVED BY: AIM AIM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE OVERALL AND ENLARGED SITE PLAN SHEET NUMBER A-1 NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 2. ANTENNA AND MW DISH SPECIFICATIONS REFER TO ANTENNA SCHEDULE AND TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS 3. EXISTING EQUIPMENT AND FENCE OMITTED FOR CLARITY. EXISTING AB AT 157' AGI PRIOR TO IP EQUIPMENT PROPOSED ICE BRIDGI PROPOSED EQUIPMENI PLATFORM PROPOSED GPS UNIT TIP OF LIGHTNING ROD TOP EL. © 162'-6" AGL 12' 8' 4' 0 PROPOSED NORTHEAST ELEVATION DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 10' 3/32"=1 ' -0" 20' PROPOSE[ ANTENNA TOTAL 3) PROPOSE[ RRH (TYP PROPOSE[ BACK—TO- OF 1 PEF PROPOSE[ L.L.C. ANI 8'-0" ANTENNA LAYOUT 12" 6' 0 1 ' 2' 3' 3/4"=1 '-0" ANTENNA SCHEDULE 2 0 M"I/. 5701 SOUTH SANTA FE DRIVE ANTENNA GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 TRANSMISSION CABLE SECTOR POSITION EXISTING OR MANUFACTURER — MODEL TECHNOLOGY SIZE (HxW) AZIMUTH RAD FEED UNE TYPE CHECKED BY: APPROVED BY: PROPOSED NUMBER MRL RFDS REV #: --- CONSTRUCTION CENTER AND LENGTH ALPHA Al PROPOSED JMA — MX08FRO665-21 5G 20.0" x 11.0" 330' 157'-0" ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER (1) HIGH—CAPACITY A&E PROJECT NUMBER 2021724.75.878532.01 BETA B1 PROPOSED JMA — MX08FRO665-21 5G 20.0" x 11.0" 110' 157'-0" HYBRID CABLE A-2 (190' LONG) GAMMA C1 PROPOSED JMA — MX08FRO665-21 5G 20.0" x 11.0" 220' 157'-0" RRH NOTES SECTOR POSITION MANUFACTURER — MODEL NUMBER TECHNOLOGY 1. CONTRACTOR TO REFER DETAILS. TO FINAL CONSTRUCTION RFDS FOR ALL RF Al FUJITSU — TA08025-8604 513 ALPHA 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT Al FUJITSU — TA08025-6605 513 AVAILABILITY. ALL EQUIPMENT CHANGES MUST BE APPROVED AND REMAIN IN COMPLIANCE STRUCTURAL ANALYSES. WITH THE PROPOSED DESIGN AND B1 FUJITSU — TA08025-8604 513 BETA B1 FUJITSU — TA08025—B605 513 C1 FUJITSU — TA08025—B604 513 GAMMA Cl FUJITSU — TA08025-13605 513 ANTENNA SCHEDULE 2 0 M"I/. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 Signature: Si the state JCa 9TOPHIER Typed or Printed J. SCHEKS oate:03/10/2022License Number: 51499 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE ELEVATION, ANTENNA LAYOUT AND SCHEDULE SHEET NUMBER A-2 PROPOSED DISH Wireless L.L.C. GENERATOR PLUG PROPOSED DISH Wireless L.L.C. GPS UNIT PROPOSED DISH Wireless L.L.C. POWER PROTECTIVE CABINET PROPOSED DISH Wireless L.L.C. H—FRAME PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE PROPOSED DISH Wireless L.L.C. FIBER NID, IF REQUIRED PROPOSED DISH Wireless L.L.C. EQUIPMENT PLATFORM COMMSCOPE MTC4045LP 5X7 PLATFORM DIMENSIONS (HxWxD) 16"x84"x60" TOTAL WEIGHT 423 LBS NOTE: GC TO PROVIDE EXTENDED THREAD FOR PLATFORM IF REQUIRED HEIGHT EXCEEDS 17" THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY. THEREFOR, THE STAMPING PARTY MAKES NO REPRESENTATION(S) WITH RESPECT TO ITS CONTENTS, AND SHALL NOT BE LIABLE FOR SUCH. THIS DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS DETAIL SHALL BE AT THE RELYING PARTY(IES)'S OWN RISK AND HEREBY WANES ANY AND ALL CLAIM(S) RELATED TO THE EXISTENCE OF THE STAMP OR OTHERWISE. COMMSCOPE MTC4045HFLD H -FRAME UNISTRUT/SUPPORT RAILS QTY 5 WEIGHT 59.74 The PIPE CAP WELDMENT SUPPORT GALV. U-1 BASE PLA1 au 7'-0" i EQUIPMENT PLATFORM/LEASE AREA 1'-0" 1'-11" 1'-2" 2'-10" i PLATFORM EQUIPMENT PLAN vvi1el�_ 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 II I II II 14 1%I 1 GPD GROUP, INC.' II I 1 I II II m w_k� prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws Y II II h Irl `k lwl► II PROPOSED DISH II Wireless L.L.C. I I' 1 I UNLESS THEY ARE ACTING UNDER THE DIRECTION II FIBER NID, IF 1!6 JI 1 II `-H II �r I 1 row DRAWN BY: k V I I II V 1 1 A O II 1 o /1 Ilol Moll h �Y II -H 17 11 1 II I 1 SUBMITTALS REV 11 1 lol DESCRIPTION 0 08/04/2021 ISSUED FOR REVIEW 0 11 09/28/2021 PROPOSED 1 03/10/2022 REVISED RAD CENTER Wireless L.L.C. o 0 0 0 ii IDISH III N EQUIPMENT CABINET \ II I A&E PROJECT NUMBER l DISH Wireless L.L.C. II ii i 406 EAST 7TH STREET MONTICELLO,MN 55362 11 EQUIPMENT PLATFORM AND II t� II I h Ii I A-3 lab, I DISH Wireless L.L.C. TELCO FIBER 00 ENCLOSURE wl 1r� Eld, I'll I \ II I II II II I \ I II II I to iIiIiIiI 1 11 11 \ II,.II, I 1wN \1 I'll 11,11 1iIlk ®� 1 1 II « II Q 11./g1 6F'Ip v�iIiiIi � i II ITTI 11 _rH I i�i I 4 LAl � '.YiJ OO JAI PLATFORM EQUIPMENT PLAN THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY. THEREFOR, THE STAMPING PARTY MAKES NO REPRESENTATION(S) WITH RESPECT TO ITS CONTENTS, AND SHALL NOT BE LIABLE FOR SUCH. THIS DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS DETAIL SHALL BE AT THE RELYING PARTY(IES)'S OWN RISK AND HEREBY WANES ANY AND ALL CLAIM(S) RELATED TO THE EXISTENCE OF THE STAMP OR OTHERWISE. H -FRAME DETAIL DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 6'-0" 7'-0" EQUIPMENT PLATFORM FOOTPAD (TYP) BAR GRATING CHANNEL (TYP) 12" 9" 6" 3" 0 1' 111f1r G9 1 rL i^-ro 1 ■ 29 BAR GRATING EQUIPMENT PLATFORM FOOTPAD BAR GRATING EQUIPMENT PLATFORM FOOTPAD (TYP)Irp) PLATFORM DETAIL I NO SCALE 1 2 NOTE: OR DISH Wireless L.L.C. APPROVED EQUIVALENT so" NO SCALE 3 NOT USED NO SCALE 1 4 PROPOSED DISH Wireless L.L.C. GPS UNIT NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" OF FILL PER EXISTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Wireless L.L.C. CONSTRUCTION MANAGER AT TIME OF CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) 3. EQUIPMENT CABINET OMITTED FOR CLARITY L--- --- — — 4 MIL WEED BARRIER (TYP) EQUIPMENT PLATFORM FOOTPAD (TYP) FRONT ELEVATION vvi1el�_ 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 II I II II 14 1%I 1 GPD GROUP, INC.' II I 1 I II II m w_k� prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws Y II II h Irl `k lwl► II PROPOSED DISH II Wireless L.L.C. I I' 1 I UNLESS THEY ARE ACTING UNDER THE DIRECTION II FIBER NID, IF 1!6 JI 1 II `-H II �r I 1 row DRAWN BY: II REQUIRED 1 V I I II V 1 1 A O II 1 o /1 Ilol Moll h �Y RFDS REV #: --- 17 11 1 II I 1 SUBMITTALS REV 1 II I II II 1 1 DESCRIPTION 0 08/04/2021 ISSUED FOR REVIEW 0 11 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER o 0 0 0 7 A&E PROJECT NUMBER l DISH Wireless L.L.C. PROJECT INFORMATION ii i 406 EAST 7TH STREET MONTICELLO,MN 55362 11 EQUIPMENT PLATFORM AND H -FRAME DETAILS h Ii I A-3 lab, DISH Wireless L.L.C. TELCO FIBER 00 ENCLOSURE wl Eld, I'll I \ II,.II, it Y 11` I u�u r r i � 1 I II L II JL I liter. ®� 1 1 II « II Q 11./g1 6F'Ip THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY. THEREFOR, THE STAMPING PARTY MAKES NO REPRESENTATION(S) WITH RESPECT TO ITS CONTENTS, AND SHALL NOT BE LIABLE FOR SUCH. THIS DETAIL IS FOR REFERENCE ONLY. ANY RELIANCE ON THIS DETAIL SHALL BE AT THE RELYING PARTY(IES)'S OWN RISK AND HEREBY WANES ANY AND ALL CLAIM(S) RELATED TO THE EXISTENCE OF THE STAMP OR OTHERWISE. H -FRAME DETAIL DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 6'-0" 7'-0" EQUIPMENT PLATFORM FOOTPAD (TYP) BAR GRATING CHANNEL (TYP) 12" 9" 6" 3" 0 1' 111f1r G9 1 rL i^-ro 1 ■ 29 BAR GRATING EQUIPMENT PLATFORM FOOTPAD BAR GRATING EQUIPMENT PLATFORM FOOTPAD (TYP)Irp) PLATFORM DETAIL I NO SCALE 1 2 NOTE: OR DISH Wireless L.L.C. APPROVED EQUIVALENT so" NO SCALE 3 NOT USED NO SCALE 1 4 PROPOSED DISH Wireless L.L.C. GPS UNIT NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2" OF FILL PER EXISTING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH Wireless L.L.C. CONSTRUCTION MANAGER AT TIME OF CONSTRUCTION. ONE SHEET 8'x8' INSTALLED UNDER ALL FOUR FEET OF THE PLATFORM (4 MIL BLACK PLASTIC) 3. EQUIPMENT CABINET OMITTED FOR CLARITY L--- --- — — 4 MIL WEED BARRIER (TYP) EQUIPMENT PLATFORM FOOTPAD (TYP) FRONT ELEVATION D PVC CONDUIT (TYP) — 4 MIL WEED BARRIER (TYP) EQUIPMENT PLATFORM FOOTPAD (TYP) BACK ELEVATION H -FRAME EQUIPMENT ELEVATION PROPOSED DISH Wireless L.L.C. EQUIPMENT H—FRAME PVC CONDUIT (T)P) PROPOSED DISH Wireless L.L.C. EQUIPMENT PLATFORM FINISHED GRADE PROPOSED DISH Wireless L.L.C. GPS UNIT PROPOSED DISH Wireless L.L.C. EQUIPMENT H—FRAME PROPOSED DISH Wireless L.L.C. EQUIPMENT PLATFORM FINISHED GRADE 12" 9" 6" 3" 0 2' 5 vvi1el�_ 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 d I GPD GROUP, INC.' II I 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 nres a Signature: II PROPOSED DISH II Wireless L.L.C. I IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION II FIBER NID, IF 1!6 TO ALTER THIS DOCUMENT. DRAWN BY: II REQUIRED 1 APPROVED BY: O II 1 MRL RFDS REV #: --- 17 11 DOCUMENTS SUBMITTALS REV DATE DESCRIPTION 0 08/04/2021 ISSUED FOR REVIEW 0 11 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER o 0 0 0 7 A&E PROJECT NUMBER l DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE EQUIPMENT PLATFORM AND H -FRAME DETAILS PROPOSED 0I A-3 lab, DISH Wireless L.L.C. TELCO FIBER 00 ENCLOSURE wl D PVC CONDUIT (TYP) — 4 MIL WEED BARRIER (TYP) EQUIPMENT PLATFORM FOOTPAD (TYP) BACK ELEVATION H -FRAME EQUIPMENT ELEVATION PROPOSED DISH Wireless L.L.C. EQUIPMENT H—FRAME PVC CONDUIT (T)P) PROPOSED DISH Wireless L.L.C. EQUIPMENT PLATFORM FINISHED GRADE PROPOSED DISH Wireless L.L.C. GPS UNIT PROPOSED DISH Wireless L.L.C. EQUIPMENT H—FRAME PROPOSED DISH Wireless L.L.C. EQUIPMENT PLATFORM FINISHED GRADE 12" 9" 6" 3" 0 2' 5 vvi1el�_ 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.' 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 nres a Signature: Typed or Printed Na e:C TOPHER J. SCHEKS Date:03/10/2022License Number: 51499 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE EQUIPMENT PLATFORM AND H -FRAME DETAILS SHEET NUMBER A-3 CHARLES INDUSTRY HEX CUBE-PM639155N4 DIMENSIONS (HxWxD): RING 74"x32"x32" POWER PLANT: MAIN AMPERE RATING —48VDC ABB/60OW TOTAL WEIGHT (EMPTY) 18 LBS 408 LBS sm B6QK CABINET DETAIL EATON METER SOCKET UNRRS213BEUSE METER SOCKET TYPE RING ENCLOSURE DIM (HxWxD) 16"x12"x6" MAIN AMPERE RATING 200A WEIGHT 18 LBS FINISH SLOPE TO DRAIN — PROPOSED 3.5" DIA. SCH 40 PIPE GALVANIZED PROPOSED 1'-6" DIA. CONCRETE PIER (TYP) BACK METER SOCKET DETAIL A—A 3" DIA SCH 40 PIPE co I i� 18" DIA DRILLED PIER FOUNDATION TYPICAL ICE BRIDGE CONCRETE PIER DETAIL DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 2:•►r NO SCALE 1 4 NO SCALE 1 7 RAYCAP PPC RDIAC-2465-P-240-MTS ENCLOSURE DIMENSIONS (HxWxD): 39"x22.855"x12.593 WEIGHT: 80 lbs OPERATING AC VOLTAGE 240/120 1 PHASE 3W+G N m 0 0 0 POWER PROTECTION CABINET (PPC) DETAIL ZAYO 5RU (LEFT SWING DOOR) FIBER NID ENCLOSURE DIMENSIONS (HxWxD) 36.1 "x29"x12.9" WEIGHT 85 lbs 0 a o 00 a o a o a o FIBER NID ENCLOSURE DETAIL 0 NO SCALE 1 2 a BOTTOM ° ° ° ° r MONT NO SCALE 5 C O M M S C O P E WB -K1 10—B INCLUDED WB—T12-3 TRAPEZE KIT, WAVEGUIDE BRIDGE KIT O O O O O OO OO 3 RUNGS BOTTOM ° ° ° ° r MONT NO SCALE 5 C O M M S C O P E WB -K1 10—B INCLUDED WB—T12-3 TRAPEZE KIT, WAVEGUIDE BRIDGE KIT PRODUCTS: 3 RUNGS WALL NEMA 3R RAINPROOF WB—LB12-3 SUPPORT BRACKET MRL FILE E-2875 DIMENSIONS (HxL) 160"x10' REV DATE DESCRIPTION A 08/04/2021 MF -130 DIRECT BURIAL PIPE COLUMN, 13'-4" WEIGHT/ VOLUME 325.0 LBS CABLE RUN (QTY) 12 03/10/2022 TRAPEZE KIT (WB—T12-3) SUPPORT BRACKET (WB—LB 12-3) 3.5" DIA GALV SCH 40 PIPE (SPACED 9'-0" MAX) (MF -130) PLAN FRONT ICE BRIDGE DETAIL SUPPORT BR (WB—LB12-3 TRAPEZE KIT (WB—T12-3) 1.5" DIA GALV 'IPE (SPACED IAX) (MF -13( ma NO SCALE 8 SQUARE D SAFETY D224NRB SWITCHES ENCLOSURE DIM (HxWxD) ENCLOSURE WEIGHT 29.25"x19.00"x8.50" ENCLOSURE TYPE WALL NEMA 3R RAINPROOF UL LISTED MRL FILE E-2875 sm SAFETY SWITCH DETAIL CHARLES CFIT-PF202ODSH 1 FIBER TELCO ENCLOSURE ENCLOSURE DIMS (HxWxD) 20"x20"x9" ENCLOSURE WEIGHT 20 lbs MOUNTING WALL COMPLIANCE TYPE 4 mu BACK FIBER TELCO ENCLOSURE DETAIL PROPOSED ICE BRIDGE PROPOSED HYBRID CAB (OPTION "A" PROPOSED HYBRID CAB (OPTION "B' PROPOSED CABLE CLAW 03'-0"0. ° 0 o 0 FROM NO SCALE 3 u FRONT NO SCALE 6 HYBRID CABLE RUN SUPPORT AND BANDING O.C. ENTRY PORT no NO SCALE 1 9 st, wirel . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 v000t IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLONN 55362 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-4 PCTEL GPSGL-TMG-SPI-40NCB DIMENSIONS (DIAxH) MM/INCH 81 x184mm 3.2"x7.25" WEIGHT W/ACCESSORIES 075 lbs CONNECTOR N—FEMALE FREQUENCY RANGE 1590 f 30MHz W4 MINIMUM OF 75X OR 270' IN ANY DIRECTION GPS nnL— I w11"r ^nmol 1n'nnuL- LAI I 1.75"0 CUI2PSM6P4XXX (4 AWG CONDUCTORS) 1.60"0 1.41 "0 CUI2PSM9P6XXX (6 AWG CONDUCTORS) AMML O 611" O LITTLETON, CO 80120 J GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 I hereby certify that this plan, specification, or report was 0 0 Si the state nnes a Signature: % Typed or Printed Na e:C TOPHER J. SCHEKS Date:03/10/20221-icense Number: 51499 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM THIS DETAIL HAS NOT BEEN REVIEWED BY THE MRL O CONSTRUCTION DOCUMENTS SUBMITTALS REV STAMPING PARTY. THEREFOR, THE STAMPING PARTY MAKES NO REPRESENTATION(S) WITH RESPECT TO 0 0 08/04/2021 ISSUED FOR REVIEW 0 BF�O2;:14e ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER ITS CONTENTS AND SHALL NOT BE LIABLE FOR o SUCH. THIS DETAIL IS FOR REFERENCE ONLY. ANY A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A RELIANCE ON THIS DETAIL SHALL BE AT THE MONTICELLO,MN 55362 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 �S RELYING PARTY(IES)'S OWN RISK AND HEREBY �K sm ( 8 AWG CONDUCTORS ) WANES ANY AND ALL CLAIM(S) RELATED TO THE EXISTENCE OF THE STAMP OR OTHERWISE. GPS DETAIL NO SCALE GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 2 CABLES UNLIMITED HYBRID CABLE NO SCALE 3 MINIMUM BEND RADIUSES NOT USED I NO SCALE 1 4 1 NOT USED I NO SCALE 1 5 1 NOT USED I NO SCALE 1 6 NOT USED DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 7 I NOT USED NO SCALE 1 $ 1 NOT USED NO SCALE 1 9 (JW S waIN Elul�. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 Si the state nnes a Signature: % Typed or Printed Na e:C TOPHER J. SCHEKS Date:03/10/20221-icense Number: 51499 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 FUJITSU TRIPLE BAND FUJITSU DUAL BAND SABRE DOUBLE Z -BRACKET TA08025-13605 TA08025-13604 C10123155 DIMENSIONS (HxWxD) 14.9"x15.7"x9" DIMENSIONS (HxWxD) 14.9"x15.7"x7.8" DIMENSIONS (HxWxD) (1 BRACKET) 5"x20"x1-13/16" 1 WEIGHT 74.95 The ° ° WEIGHT 63.9 lbs ° ° WEIGHT (FULL ASSEMBLY) 35.79 lbs CONNECTOR TYPE 4.3-10 RF CONNECTOR TYPE 4.3-10 RF PACKAGE QUANTITY 4O O CONNECTOR CONNECTOR I • O O ®® Op POWER SUPPLY DC—58--36V POWER SUPPLY DC —58N -36V �virele PLAN PLAN ®® OO ♦® Oo # DESCRIPTION ®o O ®o 1 PLATE, CHANNEL BRACKET ®® p0 ®• 5701 SOUTH SANTA FE DRIVE 2 RRH Z BRACKET, 3 16 ®®® LITTLETON, CO 80120 3 THREADED ROD ASSEMBLY 1/2-02- (0=) =) C::) (a 2 x12Q000a 000000 ®®o ° 10 01 ° l 11 00000000000000 ®e® pp ®®• po BACK mm FRONT BACK FRONT NOTE: OR DISH Wireless L.L.C. APPROVED EQUIVALENT RRH DETAIL NO SCALE RRH DETAIL NO SCALE 2 RRH MOUNT DETAIL NO SCALE 3 JMA WIRELESS M04 MOUNTING BRACKET MX08FRO665-21 ANTENNA HPA-33R-BUU-H4-K DIMENSIONS (HxWxD) 72.0"x20.0"x8.0" WIDTH 5" TOTAL WEIGHT 82.5 LB EL,AH DEPTH 2" RF PORTS, CONNECTOR TYPE 8 x 4.3-10 FEMALE HEIGHT 8" MOUNTING IMP TOTAL WEIGHT 1.5 lbs BRACKET HOUSING MATERIAL ASA/ABS/ALUMINUM ANTENNA RADOME COLOR LIGHT GRAY CONNECTOR 1x8—PIN DAISY CHAIN MOUNTING BRACKET IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL 0011" MOUNTING PIPE RFDS REV #: --- NOTE: OR DISH Wilreless L.L.CAPPROVED EQUIVALENT ' CONSTRUCTION I&K am moba DOCUMENTS ANTENNA DETAIL NO SCALE 4 NOT USED NO SCALE 5 ANTENNA MOUNTING DETAIL NO SCALE 6 SUBMITTALS REV DATE DESCRIPTION RAYCAP RDIDC-9181-PF-48 DC SURGE PROTECTION (OVP) DIMENSIONS (HxWxD) 18.98"x14.39"x8.15" WEIGHT 21.82 LBS A 08/04/2021 ISSUED FOR REVIEW C O M M S C O P E XP -2040 OR DISH Wireless L.L.C. C O M M S C O P E 0 DISH Wireless L.L.C. 0 09/28/2021 ISSUED FOR CONSTRUCTION CROSSOVER PLATE APPROVED EQUIVALENT M C - P K 8 - D S H APPROVED EQUIVALENT , 03/10/2022 REVISED RAD CENTER DIMENSIONS (HxW) 10"x12" FACE WIDTH 96" WEIGHT 11 lbs WEIGHT 1373.08 lbs ELAS NOTE: 15" TO 38" O.D. m HORIZONTAL ANTENNA A&E PROJECT NUMBER PIPE PIPE 2021724.75.878532.01 0 0 � DISH Wireless L.L.C. I Nil PROJECT INFORMATION MNMSP00428A PLATE P g 406 EAST 7TH STREET aco 0.0 00• MONTICELLONN 55362 0 o SHEET TITLE 0 0 EQUIPMENT DETAILS 0 JL JL J1 u 96" I SHEET NUMBER ELM mu FACE PIPE r' ma mow U—BOLT U—BOLT A-6 SURGE SUPPRESSION DETAIL (OVP) I NO SCALE 7 RRH/OVP MOUNT DETAIL NO SCALE 8 ANTENNA PLATFORM DETAIL NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 EXISTING CHAIN—LINK FENCE EXISTING PARKING AREA q0 � DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 EXISTING SHELTER (11'-5"X20'-0") UTILITY ROUTE PLAN • NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED UNDERGROUND UTILITY CONDUIT ROUTE. 2. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. 3. THE GROUND LEASE PROVIDES BROAD/BLANKET UTILITY RIGHTS. "PWR" AND "FBR" PATH DEPICTED ON A-1 AND E-1 ARE BASED ON BEST AVAILABLE INFORMATION INCLUDING BUT NOT LIMITED TO FIELD VERIFICATION, PRIOR PROJECT DOCUMENTATION AND OTHER REAL PROPERTY RIGHTS DOCUMENTS. WHEN INSTALLING THE UTILITIES PLEASE LOCATE AND FOLLOW EXISTING PATH. IF EXISTING PATH IS NOT AN OPTION, PLEASE NOTIFY CROWN CASTLE REAL ESTATE AS FURTHER COORDINATION MAY BE NEEDED. PROPOSED UNDERGROUND POWER CONDUIT (LENGTH: 50'-0"t) EXISTING PLATFORM (15'-10"X15'-10") PROPOSED METER AND DISCONNECT TO BE INSTALLED ON EXISTING H—FRAME EXISTING UTILITY H—FRAME EXISTING UTILITY PEDESTAL EXISTING UTILITY PAD PROPOSED UNDERGROUND POWER / �2 E� \ CONDUIT (LENGTH: 15'-0"f) } �^ PROPOSED FIBER HANDHOLE / PROPOSED 2" SCH. 40 UNDERGROUND FIBER CONDUIT /} � FROM FIBER HANDHOLE TO DISH - ,H—FRAME (LENGTH: 55'-0"t) zip 12' 8' 4' 0 10' 3/32"= 1 ' -0" DC POWER WIRING SHALL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND —48V CONDUCTORS. RED MARKINGS SHALL IDENTIFY +24V AND BLUE MARKINGS SHALL IDENTIFY —48V. 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL STATE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 3. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. 7. CONTRACTOR SHALL PROVIDE ALL STRAIN RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 8. ALL DISCONNECTS AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM. 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC 250. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SWITCHES, AND EQUIPMENT CABINETS. 10. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 11. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST—CONSTRUCTION EQUIPMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR AS—BUILT PANEL SCHEDULE AND SITE DRAWINGS. 13. ALL TRENCHES IN COMPOUND TO BE HAND DUG ELECTRICAL NOTES NO SCALE I 2 7we t'� =J t 471. r � Proposed Dish Platform } Proposed Fiber Demarc at Proposed Dish platform Power Conduit Fiber HH -15' t Existing Utility Pad mounted transformer. Power Source. Proposed 2" SCH. 40 Fiber � a Conduit from Fiber MMP, -'HH to Dish H -Frame (Installed by Dish) 1 + 55' I Proposed meter and disconnect to a F-MOMFP P P = be installed on new h -frame. Power Conduit 20' i AERIAL VIEW NO SCALE 3 wirel . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 sta in a ta. Signature. Typed or Printed Name: STEVEN P. SCHAU B Date:03/10/2022License Number: 50426 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER E-1 CARLON EXPANSION FITTINGS COUPLING END PART# MALE TERMINAL ADAPTER END PART# SIZE STD CTN QTY. TRAVEL LENGTH E945D E945DX 1/2" 20 4" E945E E945EX 3/4" 15 4" E945F E945FX 1" 10 4" E945G E945GX 1 1/4" 5 4" E945H E945HX 1 1/2" 5 4" E945J E945JX 2" 15 8" E945K E945KX 2 1/2" 10 8" E945L E945LX 3" 10 8" E945M E945MX 3 1/2- 5 8" E945N E945NX 4" 5 8" E945P E945PX 5" 1 8" E945R E945RX 6" 1 8" EXPANSION JOINT DETAIL PROPOSED DISH Wireless L.L.C. UNISTRUT PROPOSED FIBER PROVIDER 1-1/4* FLEX CONDUITS FIBER PROVIDER TO TERMINATE POWER TO FIBER PROVIDER NII PROPOSED DISH Wireless L.L.C. 12 AWG WIRE (6' TAIL) PROPOSED DISH Wireless L.L.C. 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless L.L.C. 12 AWG WIRE PROPOSED DISH Wireless L.L.C. 1-1/2- POWER FROM CABINET - PROPOSED FIBER NID, IF REQUIRED IN IN OUT C-EIIIIIIIIIIIIIIIIIIC E 6 wI N VARIES PER PART NUMBER I I I I I I I I I I I I I I I I I I SUP JOINT (SEE CHART FOR PART NUMBER) NOTE: CONTRACTOR TO INSTALL EXPANSION FITTING SUP JOINT AT METER CENTER CONDUIT TERMINATION, AS PER LOCAL UTILITY POLICY, ORDINANCE AND/OR SPECIFIED REQUIREMENT. NO SCALE I 1 NOTE: FIBER PROVIDER WILL NEED TO PROVIDE AN ADDITIONAL 5FT UNISTRUT, 2 U—BOLTS WITH 4 NUTS, IN THE EVENT THE BRACKET SPACING DOESN'T LINE UP WITH CURRENT SPACING BELOW FIBER PROVIDER TO PUNCH TOP OF TELCO BOX OF NID ENCLOSURE AND INSTALL 1-1/4" LIQUID TIGHT CONNECTORS, UL LISTED, NYLON MATERIAL, WITH 0—RING GASKET FIBER PROVIDER TO INSTALL 1-1/4- FLEX CONDUITS BETWEEN FDP TELCO BOX & NID PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE PROPOSED DISH Wireless L.L.C. 1-1/2- FIBER TO CABINET PROPOSED DISH Wireless L.L.C. 2" CONDUIT FROM COMMERCIAL FIBER VAULT Qrr TPrN 1%WINIG NInir 1 TRENCHING NOTES 1. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS BY EITHER SEEDING OR SODDING GRASS AREAS, OR REPLACING ASPHALT OR CONCRETE AREAS TO ITS ORIGINAL CROSS SECTION. 2. TRENCHING SAFETY; INCLUDING, BUT NOT LIMITED TO SOIL CLASSIFICATION, SLOPING, AND SHORING, SHALL BE GOVERNED BY THE CURRENT OSHA TRENCHING AND EXCAVATION SAFETY STANDARDS. 3. ALL CONDUITS SHALL BE INSTALLED IN COMPLIANCE WITH THE CURRENT NATIONAL ELECTRIC CODE (NEC) OR AS REQUIRED BY THE LOCAL JURISDICTION, WHICHEVER IS THE MOST STRINGENT. TYPICAL UNDERGROUND TRENCH DETAIL BACKFILL PER SITE WORK SPECIFICATIONS (SEE GENERAL NOTES) SLOPE TO SUIT SOIL CONDITION IN ACCORDANCE WITH LOCAL REGULATIONS SEE TRENCHING NOTE 2 UTILITY WARNING TAPE SAND BEDDING PER SITE WORK SPECIFICATIONS DISH Wireless L.L.C. PROVIDES 12AWG WIRE (6' TAIL) PROPOSED DISH Wireless L.L.C. UNISTRU7.F PROPOSED DISH Wireless L.L.C. 10 AMP DISTRIBUTION BREAKER PROPOSED DISH Wireless L.L.C. 12 AWG WIRE PROPOSED DISH Wireless L.L.C. 1-1/2- POWER FROM CABINET DISH Wireless L.L.C. INSTALLS 1-1/2- CONDUITS FOR POWER AND FIBER TO CABINET C NO SCALE 1 2 1 DARK TELCO BOX - INTERIOR WIRING LAYOUT DISH Wireless L.L.C. FIBER DISTRIBUTION PANEL. PROPOSED DISH Wireless L.L.C. TELCO FIBER ENCLOSURE DISH Wireless L.L.C. FIBER JUMPER TO CABINET WILL NEED TO BE TERMINATED BY FIBER PROVIDER ON OTHER SIDE OF BULKHEAD/LC TO LC CONNECTOR WHERE CIRCUIT IS TERMINATED. PROPOSED FIBER PROVIDER FIBER LATERAL FROM RIGHT OF WAY TO STREET, TERMINATED TO FDP PROPOSED DISH Wireless L.L.C. 1-1/2- FIBER TO CABINET PROPOSED DISH Wireless L.L.C. 2" CONDUIT FROM COMMERCIAL FIBER VAULT NO SCALE I 3 LIT TELCO BOX - INTERIOR WIRING LAYOUT (OPTIONAL I NO SCALE 1 4 1 NOT USED I NO SCALE 1 5 1 NOT USED I NO SCALE 1 6 NOT USED I NO SCALE 1 7 1 NOT USED I NO SCALE 1 8 1 NOT USED I NO SCALE 1 9 DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 wirel 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 thesta in a ta. Signature. Typed or Printed Name: STEVEN R SCHAU B Date:03/10/2022License Number: 50426 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: I APPROVED BY: AIM AIM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 #4 CU (GROUNDING ELECTRODE CONDUCTOR) GROUNDING ELECTRODE SHALL BE (2) 5/8"0 X 10' LONG GROUND ROD SPACED MINIMUM 6' APART C4 0 N M EXISTING 120/240V, 1 �3W, UTILITY COMPANY PAD MOUNTED TRANSFORMER NEW WIRE AND CONDUIT PER UTILITY COMPANY REQUIREMENTS (3) 3/0 WITH #6 GROUND IN 3" SCH 40 CONDUIT NEW 200A, 120/24OV, 1 *3W, SERVICE RATED, COMBINATION METER/DISCONNECT (NEMA 3R) WITH TEST BLOCK BYPASS (MILBANK MODEL No. U5240 -0-200S / MIDWEST ELECTRIC MODEL No. M281C1P6H / OR EQUIVALENT). VERIFY COMPATIBILITY WITH LOCAL UTILITY COMPANY. LOCATION OF MAIN BONDING JUMPER. CONTRACTOR TO REFER TO FINAL UTILITY DESIGN DETAILS UTILITY SERVICE ENTRANCE 120/240 VAC 1PH GENERATOR 200A CAMLOCK GEN PLUG N— SURGE SUPPRESSION DEVICE 100KA SAD/MOV GFCI O 15A 03 15A 05 SPACE 07 SPACE 09 SPACE II SPACE 13 SPACE 15 SPACE 17 SPACE 19 SPACE 21 SPACE 23 SPACE PROPOSED POWER PROTECTIVE CABINET 120/24OV, 1 PH, SERVICE RATED, OVERALL UL LISTED POWER CENTER, N3R, 65K/1 OK AIC MAIN BREAKER WITH 200A INTERLOCKED GENERATOR FEED, 200A 65K AIC 04 30A PROPOSED 2 #10, 1 #10 CU GND. 30A PROPOSED 2 #10 \I.VI • 1 100 e� PROPOSED 2 #10, 1 #10 CU GND. - , 16 PROPOSED 2 #10 SPACE SPACE E SPACE E S CAP E PROPOSED 2 #10, 1 #10 CU GND. (2) PROPOSED 0.75" EMT CONDUITS (1) PROPOSED 0.5" EMT CONDUIT NOTES FOR RECTIFIER 1 FOR RECTIFIER 2 FOR RECTIFIER 3 FOR RECTIFIER 4 FOR CONVENIENCE OUTLET NOTE: BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, 60OV, AND PVC INSULATED, IN THE SIZES SHOWN IN THE ONE -UNE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. BREAKERS REQUIRED: (4) 30A, 2P BREAKER —SQUARED P/N:Q023O (1) 15A, 1P BREAKER —SQUARED P/N:QO115 PPC ONE -LINE DIAGRAM PROPOSED CHARLES THE (2) CONDUITS WITH (4) CURRENT CARRYING CONDUCTORS EACH, SHALL APPLY CHARLES NETWORK CABINET PHASE THE ADJUSTMENT FACTOR OF 80X PER 2014/17 NEC TABLE 310.15(B)(3)(a) OR PPC GFCI OUTLET 180 2020 NEC TABLE 310.15(C)(1) FOR UL1015 WIRE. 30A 2880 ABB/GE INFINITY RECTIFIER 1 CHARLES GFCI OUTLET 180 15A 3 B 4 2880 #12 FOR 15A-20A/1P BREAKER: 0.8 x 30A = 24.OA ABB/GE INFINITY RECTIFIER 2 -SPACE- 7 B 8 #10 FOR 25A-30A/2P BREAKER: 0.8 x 40A = 32.OA 2880 ABB/GE INFINITY RECTIFIER 3 #8 FOR 35A-40A/2P BREAKER: 0.8 x 55A = 44.OA 30A 2880 #6 FOR 45A-60A/2P BREAKER: 0.8 x 75A = 60.OA FOR RECTIFIER 1 FOR RECTIFIER 2 FOR RECTIFIER 3 FOR RECTIFIER 4 FOR CONVENIENCE OUTLET NOTE: BRANCH CIRCUIT WIRING SUPPLYING RECTIFIERS ARE TO BE RATED UL1015, 105-C, 60OV, AND PVC INSULATED, IN THE SIZES SHOWN IN THE ONE -UNE DIAGRAM. CONTRACTOR MAY SUBSTITUTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUIT. BREAKERS REQUIRED: (4) 30A, 2P BREAKER —SQUARED P/N:Q023O (1) 15A, 1P BREAKER —SQUARED P/N:QO115 PPC ONE -LINE DIAGRAM CONDUIT SIZING: AT 4OX PROPOSED CHARLES PANEL SCHEDULE 4, ARTICLE 358. LOAD SERVED VOLT AMPS (WATTS) L1 L2 TRIP C# PHASE C#T TRIP VOLT AMPS (WATTS) LOAD SERVED L1 L2 PPC GFCI OUTLET 180 15A 1 A 2 30A 2880 ABB/GE INFINITY RECTIFIER 1 CHARLES GFCI OUTLET 180 15A 3 B 4 2880 -SPACE- CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): 5 A 6 30A 2880 ABB/GE INFINITY RECTIFIER 2 -SPACE- 7 B 8 2880 -SPACE- IN X 1 = 0.0211 9 A 10 30A 2880 ABB/GE INFINITY RECTIFIER 3 -SPACE- 11 B12 2880 -SPACE- 13 A018 14 30A 2880 ABB/GE INFINITY RECTIFIER 4 -SPACE- 15 B16 2880 -SPACE- MNMSP00428A 17 A SHEET TITLE ELECTRICAL ONE -LINE, FAULT CALCS & PANEL SCHEDULE -SPACE- -SPACE- 19 B20 -SPACE- -SPACE- 21 A 22 -SPACE- -SPACE- 23 B P 24 1 1 -SPACE- VOLTAGE AMPS 180 180 11520 11520 200A MCB, 10, 24 SPACE, 120/240V L1 L2 MB RATING: 65,000 AIC 11700 11700 VOLTAGE AMPS 98 98 AMPS 98 MAX AMPS 123 MAX 125X CONDUIT SIZING: AT 4OX FILL PER NEC CHAPTER 9, TABLE 4, ARTICLE 358. 0.5" CONDUIT - 0.122 SQ. IN AREA WIRES, 0.75" CONDUIT - 0.213 SQ. IN AREA IT IS A VIOLATION OF LAW FOR ANY PERSON, 2.0" CONDUIT - 1.316 SQ. IN AREA #10 - 0.0266 SQ. 3.0" CONDUIT - 2.907 SQ. IN AREA #10 - 0.0082 SQ. CABINET CONVENIENCE OUTLET CONDUCTORS (1 CONDUIT): USING THWN-2, CU. SQ. #10 - 0.0211 SQ. IN X 2 = 0.0422 SQ. IN ISSUED FOR REVIEW #10 - 0.0211 SQ. IN X 1 = 0.0211 SQ. IN <GROUND TOTAL = 0.8037 = 0.0633 SQ. IN 0.5" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (3) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE. IN Date:03/10/2022License Number: 50426 IT IS A VIOLATION OF LAW FOR ANY PERSON, RECTIFIER CONDUCTORS (2 CONDUITS): USING UL1015, CU. DRAWN BY: CHECKED BY: #10 - 0.0266 SQ. IN X 4 = 0.1064 SQ. IN #10 - 0.0082 SQ. IN X 1 = 0.0082 SQ. IN <BARE GROUND TOTAL = 0.1146 SQ. IN 0.75" EMT CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (5) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE. PPC FEED CONDUCTORS (1 CONDUIT): USING THWN, CU. 3/0 - 0.2679 SQ. IN X 3 = 0.8037 SQ. IN #6 - 0.0507 SQ. IN X 1 = 0.0507 SQ. IN <GROUND TOTAL = 0.8544 SQ. IN 3.0" SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF (4) WIRES, INCLUDING GROUND WIRE, AS INDICATED ABOVE. NO SCALE I 1 PANEL SCHEDULE I NO SCALE 1 2 1 NOT USED I NO SCALE 1 3 DISH Wireless L.L.C. TEMPLATE VERSION 36 - 07/02/2021 • VWE 101 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.0 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 thesta in a ta. Signature. Typed or Printed Name: STEVEN R SCHAU B Date:03/10/2022License Number: 50426 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE ELECTRICAL ONE -LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PROPOSED BUSS BAR INSULATORS TEST WELL To BOND PROPOSED EQUIPMENT I PLATFORM TO PROPOSED GROUNDING ELECTRODE SYSTEM (TYP. 4) BOND H—FRAME POST TO I UNI—STRUT (TYP.) i #2 AWG BURIED GROUND RING 30" BELOW GRADE I #2 TINNED SOUD IN 1/2 - /2"MIN. 5701 SOUTH SANTA FE DRIVE MIN. LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF I CAD—WELD TERMINATION POINT. EXPOSED END OF Date:03/10/2022License Number: 50426 THE LIQUID TIGHT CONDUIT I MUST BE SEALED WITH SIUCONE CAULK. (TYP) DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 r PROPOSED 4"02"x1/4" TINNED COPPER GROUND BUSSBAR � I \ I \ o I � EXISTING TOWER GROUND RING (FEILD VERIFY) I BOND ICE BRIDGE -----------�gr SUPPORT POSTS TO IGROUND RING BOND(s) - - (TYP ALL POSTS) - ' EXISTING MONOPOLE \, Ia I O O I I I I BOND EQUIPMENT AS REQUIRED BY MANUFACTURER PROPOSED EQUIPMENT GROUND RING TO EXISTING TOWER GROUND RING (TOTAL 2) TYPICAL EQUIPMENT GROUNDING PLAN a D 0 O O I \ a TYPICAL ANTENNA GROUNDING PLAN NO SCALE I 1 NOTES 1. ANTENNAS AND OVP SHOWN ARE GENERIC AND NOT REFERENCING TO A SPECIFIC MANUFACTURER. THIS LAYOUT IS FOR REFERENCE ONLY #2 AWG STRANDED ;REEN INSULATED (TYP) 4"x6"x1/4" TINNED ECTOR GROUND (TYP OF 3) UPPER TOWER LAR i BUSS BAR S (TYP) NO SCALE I 2 0 EXOTHERMIC CONNECTION ■ MECHANICAL CONNECTION GROUND BUS BAR OGROUND ROD TEST ROD �T IN ECTIONNSLEEVE WITH — — — — — — #6 AWG STRANDED & INSULATED #2 AWG SOUD COPPER TINNED A BUSS BAR INSULATOR GROUNDING LEGEND 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN COMPLIANCE WITH NEC SECTION 250 AND DISH Wireless L.L.C. GROUNDING AND BONDING REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. 3. ALL GROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. GROUNDING KEY NOTES OA EXTERIOR GROUND RING: #2 AWG SOUD COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW GRADE, OR 6 INCHES BELOW THE FROST UNE AND APPROXIMATELY 24 INCHES FROM THE EXTERIOR WALL OR FOOTING. OB TOWER GROUND RING: THE GROUND RING SYSTEM SHALL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, AND/OR GUY ANCHORS. WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE BUILDING, AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOUD COPPER CONDUCTORS. OINTERIOR GROUND RING: #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE PERIMETER OF THE EQUIPMENT AREA. ALL NON—TELECOMMUNICATIONS RELATED METALUC OBJECTS FOUND WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH #6 AWG STRANDED GREEN INSULATED CONDUCTOR. OBOND TO INTERIOR GROUND RING: #2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING, LOCATED AT THE CORNERS OF THE BUILDING. OE GROUND ROD: UL USTED COPPER CLAD STEEL. MINIMUM 1/2" DIAMETER BY EIGHT FEET LONG. GROUND RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND RING CONDUCTOR. 0FCELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOUD TINNED COPPER CONDUCTORS. OHATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND RING WITH TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS. WHEN A HATCH—PLATE AND A CELL REFERENCE GROUND BAR ARE BOTH PRESENT, THE CRGB MUST BE CONNECTED TO THE HATCH—PLATE AND TO THE INTERIOR GROUND RING USING (2) TWO #2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. H EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND TO GROUND RING WITH A #2 AWG SOUD TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND INSPECTION SLEEVE. OI TELCO GROUND BAR: BOND TO BOTH CELL REFERENCE GROUND BAR OR EXTERIOR GROUND RING. OFRAME BONDING: THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. OINTERIOR UNIT BONDS: METAL FRAMES, CABINETS AND INDIVIDUAL METALUC UNITS LOCATED WITH THE AREA OF THE INTERIOR GROUND RING REQUIRE A #6 AWG STRANDED GREEN INSULATED COPPER BOND TO THE INTERIOR GROUND RING. OL FENCE AND GATE GROUNDING: METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A #2 AWG SOLID TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH GATE POST AND ACROSS GATE OPENINGS. OEXTERIOR UNIT BONDS: METALUC OBJECTS, EXTERNAL TO OR MOUNTED TO THE BUILDING, SHALL BE BONDED TO THE EXTERIOR GROUND RING. USING #2 TINNED SOUD COPPER WIRE OICE BRIDGE SUPPORTS: EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH #2 AWG BARE TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED GROUND RING. ODURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS OR ADDITIONS, BREAKER DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICE CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE REFERENCE GROUND BAR (D TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. REFER TO DISH Wireless L.L.C. GROUNDING NOTES. GROUNDING KEY NOTES NO SCALE I 3 wirel 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 thesta in a ta. Signature. Typed or Printed Name: STEVEN R SCHAU B Date:03/10/2022License Number: 50426 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE GROUNDING PLANS AND NOTES SHEET NUMBER G-1 #2 TINNED SOLID IN 1/2* MIN. LIQUID TIGHT CONDUIT FROM 24" BELOW GRAD TO WITHIN 3" TO 6" OF CAD—WELD TERMINATION POINT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. (TYP) #2 TINNED SOLID IN 1/2- MIN. LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD—WELD TERMINATION POINT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. CADWEL (TYP) TIE INTO EXIS1 GROUND RING n TRANSITIONING GROUND DETAIL DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 H -FRAME GROUNDING DETAIL PIPE l�7 \72 1 3 GROUND RING I,rmia«� FINISHED GRADE 0 U 0 0 L 0 _. 0 — NOTES EQUIPMENT CABINET OMITTED FOR CLARITY OPOSED PIPE COLUMN SERVED SPACE FIBER ), IF REQUIRED OPOSED TELCO )ER ENCLOSURE OPOSED #2 AWG TIE f0 GROUND RING (TYP) OPOSED PLATFORM PROPOSED GROUND RING NO SCALE 12" DIA x 24" DEEP INSPECTION SLEEVE PVC OR SOIL PIPE WITH CAP OR EQUIVALENT N U U IJ IJ _ U LI ' CT I_I 0 0' 0. 0 o I_I 0 0' c . 0. r 0.0'0. L . 0 .00 r 0 . EXOTHERMIC CONNECTION 3/4" CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 2" OF TOP OF GROUNDING LOOP CONDUCTOR #2 AWG SOLID TINNED COPPER CONDUCTOR EXTERIOR GROUND RING GROUND ROD, 1/2" MIN. x 8'-0" LONG COPPER CLAD STEEL (ERICO #625880) 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SCALE 5 PROPOSED GPS UNIT #2 AWG GROUND CONDUCTOR TO GROU PROPOSED GPS UNIT MOUNT OR APPROVED EQUIVALENT 1/2" COAX CABLE 8" MINIMUM BENDING RADIUS PER CABLE MANUFACTURER'S SPECIFICATIONS l 3'TO GROUND C� C� TYPICAL GPS UNIT GROUNDING BASE # 2 NOTES CABLE GROUNDING Na REQUIRED WHEN ANTENNA IS LESS THAN 10' FROM CABINET PROPOSED POST PROPOSED PIPE CLAMPS NO SCALE OUTDOOR CABINET GROUNDING TYPICAL GROUND RING TRENCH PROPOSED GROUND RING NO SCALE INCLUDE WARNING TAPE WITH BACKFILL PER SPECIFICATIONS GROUND RING, #2 AWG SOLID BARE TINNED COPPER CONDUCTOR I,r•��a�>I� �3 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC. - 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 thesta in a ta. Signature. Typed or Printed Name: STEVEN R SCHAU B Date:03/10/2022License Number: 50426 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-2 DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO LITTLETON, CO 80120 TOOTHED EXTERIOR TWO—HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST THE 1. EXOTHERMIC WELD (2) TWO, #2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND CONNECTORS RATED CONNECTOR BARREL ALL INTERIOR TWO—HOLE CONNECTOR BARREL BAR. ROUTE CONDUCTORS TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC of thesta in a ta. Signature. CONNECTORS WELD. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 3/8" DIA x1 1/2" 3/8" DIA x1 1/2" 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. APPROVED BY: AJM ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH MRL RFDS REV #: --- AN ANTI—OXIDANT COMPOUND BEFORE MATING. S/S NUT S/S NUT 3. FOR GROUND BOND TO STEEL ONLY: COAT ALL SURFACES WITH AN ANTI—OXIDANT COMPOUND DATE DESCRIPTION BEFORE MATING. S/S LOCK S/S LOCK 0 WASHER WASHER— 4. DO NOT INSTALL CABLE GROUNDING KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR — — — — — — — — — — — — — — — — DOWN TO GROUNDING BUS. S/S FLAT LD WASHER T NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON _l1J WASHERTHE _[1J5. BACK SIDE. ---- TINNED COPPER --- ------- TINNED COPPER1:1 GROUNDING BAR GROUNDING BAR 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. — — — — — — — — — — S/S FLAT — — — — — — — S/S FLAT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS WASHER JJJ��_�'1J WASHER REQUIRED. --- ------ --- ------ 8. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8- OF THE BARREL (NO SHINERS). S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) 1/16" MINIMUM SPACING 1/16" MINIMUM SPACING TYPICAL GROUNDING NOTES NO SCALE TYPICAL EXTERIOR TWO HOLE LUG NO SCALE 2 TYPICAL INTERIOR TWO HOLE LUG NO SCALE 3 NOTE: MINIMUM OF 3 THREADS S/S BOLT (TYP) TO BE VISIBLE (TYP) S/S SPLIT WASHER (TYP) S/S FLAT WASHER (TYP) 2 HOLE LONG BARREL TINNED SOLID COPPER LUG (TYP) S/S FLAT WASHER (TYP) TIN COATED SOLID COPPER BUS BAR S/S NUT (TYP) CHERRY INSULATOR INSTALLED IF REQUIRED LUG DETAIL NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE 9 DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 wirel . 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 thesta in a ta. Signature. Typed or Printed Name: STEVEN R SCHAU B Date:03/10/2022License Number: 50426 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 RIF JUMPER COLOR CODING vw r 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 3/4" TAPE WIDTHS WITH 3/4" SPACING GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 FOR REFERENCE ONLY IT IS A VIOLATION OF LAW FOR ANY PERSON, ALPHA RRH TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION BETA RRH SUBMITTALS REV GAMMA RRH A 08/04/2021 ISSUED FOR REVIEW PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 LOW—BAND RRH — + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT — SLANT + SLANT 2021724.75.878532.01 — SLANT + SLANT — SLANT (60OMHz N71 BASEBAND) + MONTICELLO,MN 55362 SHEET TITLE RF CABLE COLOR CODES SHEET NUMBER RF -1 (850MHz N26 BAND) + (70OMHz N29 BAND) — OPTIONAL PER MARKET RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BANDS) WHITE ORANGE ORANGE WHITE ORANGE ORANGE WHITE ORANGE ORANGE WHITE WHITE WHITE RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN MID—BAND RRH — (AWS BANDS N66+N70) PURPLE PURPLE RED RED PURPLE PURPLE BLUE BLUE PURPLE PURPLE GREEN GREEN WHITE PURPLE PURPLE _WHA PURPLE PURPLE _WHITE PURPLE PURPLE ADD FREQUENCY COLOR TO SECTOR BAND (CBRS WILL USE YELLOW BANDS) WHITE WHITE WHITE HYBRID/DISCREET CABLES EXAMPLE 1 EXAMPLE 2 EXAMPLE 3 RED RED RED INCLUDE SECTOR BANDS BEING SUPPORTED BLUE BLUE ALONG WITH FREQUENCY BANDS GREEN GREEN ORANGE EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS PURPLE ALL SECTORS, BOTH LOW -BANDS AND MID -BANDS ORANGE YELLOW EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS PURPLE CBRS ONLY, ALL SECTORS FIBER JUMPERS TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW—BAND RRH FIBER CABLES HAVE SECTOR STRIPE ONLY RED RED BLUE BLUE GREEN GREEN PURPLE PURPLE PURPLE POWER CABLES TO RRHs LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW—BAND RRH POWER CABLES HAVE SECTOR STRIPE ONLY R BLUE BLUE GREEN GREEN PURPLE PURPLE PURPLE RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 LOW BAND/ HIGH BAND/ LOW BAND/ HIGH BAND/ LOW BAND/ HIGH BAND/ "IN" "IN" "IN" "IN" "IN" "IN" RED RED BLUE BLUE GREEN GREEN PURPLE PURPLE PURPLE MICROWAVE RADIO LINKS FORWARD AZIMUTH OF 0-120 DEGREES FORWARD AZIMUTH OF 120-240 DEGREES FORWARD AZIMUTH OF 240-360 DEGREES LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH ADDITIONAL MW RADIO. WHITE WHITE WHITE WHITE WHITE WHITE RED RED BLUE BLUE GREEN GREEN MICROWAVE CABLES WILL REQUIRE P -TOUCH LABELS INSIDE THE CABINET TO IDENTIFY THE WHITE WHITE WHITE WHITE WHITE WHITE LOCAL AND REMOTE SITE ID'S RED BLUE GREEN WHITE WHITE WHITE RF CABLE COLOR CODES DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 1,r•X*OT >11 LOW BANDS (N71 +N26) OPTIONAL — (N29) ORANGE CBRS TECH (3 GHz) YELLOW ALPHA SECTOR RED BETA SECTOR BLUE AWS (N66+N70+H—BLOCK) PURPLE NEGATIVE SLANT PORT ON ANT/RRH WHITE GAMMA SECTOR GREEN COLOR IDENTIFIER I NO SCALE 1 2 NOT USED I NO SCALE 1 3 1 1 NOT USED I NO SCALE 1 4 vw r 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 FOR REFERENCE ONLY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE RF CABLE COLOR CODES SHEET NUMBER RF -1 LEGEND DISH Wireless L.L.C. TEMPLATE VERSION 36 - 07/02/2021 ABBREVIATIONS WireI. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AB ANCHOR BOLT IN INCH EXOTHERMIC CONNECTION am a duly Licensed Professional Engineer under the laws of the state nnes a Signature: Typed orPrinted Na e:C TOPHER J. SCHEKS Date:03/10/2022License Number: 51499 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: ABV ABOVE INT INTERIOR MECHANICAL CONNECTION DOCUMENTS ■ REV AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR 0 A ISSUED FOR CONSTRUCTION ADDL ADDITIONAL LF LINEAR FEET CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION A&E PROJECT NUMBER AFG ABOVE FINISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM MONTICELLO,MN 55362 B T LEGEND AND AGL ABOVE GROUND LEVEL MAX MAXIMUM EXOTHERMIC WITH INSPECTION SLEEVE Q AIC AMPERAGE INTERRUPTION CAPACITY MB MACHINE BOLT GROUNDING BAR ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD 1�I--� ANT ANTENNA MGB MASTER GROUND BAR TEST GROUND ROD WITH INSPECTION SLEEVE 11 I -M T APPROX APPROXIMATE MIN MINIMUM ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH ATS AUTOMATIC TRANSFER SWITCH MTL METAL AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH DUPLEX RECEPTACLE BATT BATTERY MW MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE BLK BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48-T8 r F I I BM BEAM # NUMBER BTC BARE TINNED COPPER CONDUCTOR NTS NOT TO SCALE SMOKE DETECTION (DC) SD BOF BOTTOM OF FOOTING OC ON -CENTER CAB CABINET OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EMERGENCY LIGHTING (DC) CANT CANTILEVERED OPNG OPENING CHG CHARGING P/C PRECAST CONCRETE SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW CLG CEILING PCS PERSONAL COMMUNICATION SERVICES LED -1-25A400/51 K-SR4-120-PE-DDBTXD CLR CLEAR PCU PRIMARY CONTROL UNIT COL COLUMN CHAIN LINK FENCE X X X X PRC PRIMARY RADIO CABINET COMM COMMON PP POLARIZING PRESERVING WOOD/WROUGHT IRON FENCE CONC CONCRETE PSF POUNDS PER SQUARE FOOT WALL STRUCTURE ZZZZZZZZZZZZZZ2222 CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH DBL DOUBLE LEASE AREA _ _ PT PRESSURE TREATED DC DIRECT CURRENT PWR POWER CABINET PROPERTY UNE (PL) - - - - - - DEPT DEPARTMENT QTY QUANTITY SETBACKS - - - - - - - - - - - - - - - - - - - - - - - - - DF DOUGLAS FIR RAD RADIUS DIA DIAMETER ICE BRIDGE RECT RECTIFIER DIAG DIAGONAL REF REFERENCE CABLE TRAY DIM DIMENSION REINF REINFORCEMENT WATER UNE W W W W W DWG DRAWING REQ'D REQUIRED DWL DOWEL UNDERGROUND POWER UGP UGP UGP UGP UGP EA EACH RET REMOTE ELECTRIC TILT RF RADIO FREQUENCY UNDERGROUND TELCO UGT UGT UGT UGT UGT EC ELECTRICAL CONDUCTOR RMC RIGID METALLIC CONDUIT OVERHEAD POWER OHP OHP OHP OHP EL. ELEVATION RRH REMOTE RADIO HEAD ELEC ELECTRICAL OVERHEAD TELCO OHT OHT OHT OHT EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT RWY RACEWAY UNDERGROUND TELCO/POWER UGT/P UGT/P UGT/P UGT/P ENG ENGINEER SCH SCHEDULE ABOVE GROUND POWER AGP AGP AGP AGP AGP EQ EQUAL SHT SHEET EXP EXPANSION ABOVE GROUND TELCO AGT AGT AGT AGT AGT EXT EXTERIOR SIAD SMART INTEGRATED ACCESS DEVICE SIM SIMILAR ABOVE GROUND TELCO/POWER AGT/P AGT/P AGT/P AGT/P EW EACH WAY SPEC SPECIFICATION FAB FABRICATION WORKPOINT W.P. SQ SQUARE FF FINISH FLOOR SS STAINLESS STEEL XX FG FINISH GRADE SECTION REFERENCE X_X STD STANDARD FIF FACILITY INTERFACE FRAME STL STEEL FIN FINISH(ED) TEMP TEMPORARY FLR FLOOR THK THICKNESS DETAIL REFERENCE FDN FOUNDATION TMA TOWER MOUNTED AMPLIFIER �_X FOC FACE OF CONCRETE TN TOE NAIL FOM FACE OF MASONRY TOA TOP OF ANTENNA FOS FACE OF STUD TOC TOP OF CURB FOW FACE OF WALL TOF TOP OF FOUNDATION FS FINISH SURFACE TO P TOP OF PLATE (PARAPET) FT FOOT TOS TOP OF STEEL FTG FOOTING TOW TOP OF WALL GA GAUGE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GEN GENERATOR TYP TYPICAL GFCI GROUND FAULT CIRCUIT INTERRUPTER UG UNDERGROUND GLB GLUE LAMINATED BEAM UL UNDERWRITERS LABORATORY GLV GALVANIZED UNO UNLESS NOTED OTHERWISE GPS GLOBAL POSITIONING SYSTEM UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM GND GROUND GSM GLOBAL SYSTEM FOR MOBILE UPS UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT HDG HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD HDR HEADER W WIDE HGR HANGER W/ WITH HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD HT HEIGHT WP WEATHERPROOF IGR INTERIOR GROUND RING WT WEIGHT LEGEND DISH Wireless L.L.C. TEMPLATE VERSION 36 - 07/02/2021 ABBREVIATIONS WireI. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 nnes a Signature: Typed orPrinted Na e:C TOPHER J. SCHEKS Date:03/10/2022License Number: 51499 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE LEGEND AND ABBREVIATIONS SHEET NUMBER GN -1 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless L.L.C. AND TOWER OWNER NOC & THE DISH Wireless L.L.C. AND TOWER OWNER CONSTRUCTION MANAGER. 2. "LOOK UP" - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless L.L.C. AND TOWER OWNER POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS. 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 (LATEST EDITION). 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START OF CONSTRUCTION. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, LATEST APPROVED REVISION. 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. DISH Wireless L.L.C. TEMPLATE VERSION 36 - 07/02/2021 GENERAL NOTES: 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION CARRIER:DISH Wireless L.L.C. TOWER OWNER:TOWER OWNER 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN DRAWINGS. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. r wirer. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 Si the state nnes a Signature: % Typed or Printed Na e:C TOPHER J. SCHEKS Date:03/10/20221-icense Number: 51499 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST—IN—PLACE CONCRETE. 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'ill OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 9l AT TIME OF PLACEMENT. 4. CONCRETE EXPOSED TO FREEZE—THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER—TO—CEMENT RATIO (W/C) OF 0.45. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: #4 BARS AND SMALLER 40 ksi #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" • CONCRETE EXPOSED TO EARTH OR WEATHER: • #6 BARS AND LARGER 2" • #5 BARS AND SMALLER 1-1/2 • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: • SLAB AND WALLS 3/4" • BEAMS AND COLUMNS 1-1/2 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. DISH Wireless L.L.C. TEMPLATE VERSION 36 — 07/02/2021 • r wirer. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 statennes a Signature: Typed or Printed Na e:C TOPHER J. SCHEKS Date:03/10/2022License Number: 51499 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE GENERAL NOTES SHEET NUMBER GN -3 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE CONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. BY EXOTHERMIC WELD CONNECTIONS. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. CHECKED BY: APPROVED BY: 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. DATE DESCRIPTION 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 8. TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90S AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND THE NEC. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMATE WIREWAY). 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES (I.E. POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR EXTERIOR LOCATIONS. 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH WIRELESS L.L.C. AND TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "DISH WIRELESS L.L.C.". 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID'S). DISH Wireless L.L.C. TEMPLATE VERSION 36 - 07/02/2021 r wirer. 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 AAO�w GPD GROUP, INC.@ 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2101 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 thesta in a ta. Signature. Typed or Printed Name: STEVEN R SCHAU B Date:03/10/2022License Number: 50426 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY: APPROVED BY: AJM AJM MRL RFDS REV #: --- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 08/04/2021 ISSUED FOR REVIEW 0 09/28/2021 ISSUED FOR CONSTRUCTION 1 03/10/2022 REVISED RAD CENTER A&E PROJECT NUMBER 2021724.75.878532.01 DISH Wireless L.L.C. PROJECT INFORMATION MNMSP00428A 406 EAST 7TH STREET MONTICELLO,MN 55362 SHEET TITLE GENERAL NOTES SHEET NUMBER GN -4 City Council Agenda: 04/25/2022 2F. Consideration of a request for an amendment to a Conditional Use Permit for a Planned Unit Development for Installation of an Electric Vehicle Charging Station in the Pine Street Sub -District of the CCD, Central Community District. Applicant: SMJ International. LLC. Prepared by: Meeting Date: ❑ Regular Agenda Item NAC/Community Development Director 04/25/2022 ® Consent Agenda Item Reviewed by: Approved by: Chief Building & Zoning Official, City Administrator Community and Economic Development Coordinator, Project Engineer, Fire Marshal ACTION REQUESTED Motion to approve an amendment to a Conditional Use Permit for a Planned Unit Development for Installation of an Electric Vehicle Charging Station in the Pine Street Sub -District of the CCD, Central Community District, based on findings in said Resolution 2022-018 and subject to the conditions in Exhibit Z. Planning Commission unanimously recommends approval of the amendment to Conditional Use Permit for PUD. REFERENCE AND BACKGROUND Property: Legal Descriptions: Lot 1, Block 1, Monticello Mall PID: 155076001010 Address: 216 7th Street West, Monticello, MN 55362 Planning Case Number: 2022-017 Request(s): Amendment to a Planned Unit Development to allow an electric vehicle charging station in a CCD, Central Community District. Deadline for Decision: May 16, 2022 (60 -day deadline) July 15, 2022 (120 -day deadline) Land Use Designation: Regional Commercial Zoning Designation: CCD, Central Community City Council Agenda: 04/25/2022 The purpose of the CCD, Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area, and particularly to implement the goals, objectives, and specific directives of the Comprehensive Plan, and in particular, the 2017 Downtown Monticello "Small Area Plan" Comprehensive Plan Amendment and its design and performance standards. The Zoning Map detail below illustrates the location of the parcel of land upon which the electric vehicle charging station is proposed (Cub Foods). 0 i�� SUBJECT SITE Overlays/Environmental Regulations Applicable: Freeway Bonus Sign District Current Site Use: Grocery Store (Cub Foods) and related retail Surrounding Land Uses: North: Commercial and Multi -Family Residential East: Restaurants (KFC and Pancho Villa) South: Interstate 94 West: Runnings Retail Store Project Description: Tesla, Inc. is proposing to construct an electric vehicle charging station within the parking lot of the Cub Foods grocery store, which is in the northwest quadrant of the Interstate 94 / State Highway 25 (Pine Street) intersection. Specifically, a total of eight City Council Agenda: 04/25/2022 individual charging stations are proposed to be in the northeast corner of the Cub Foods parking lot. No changes to the parking lot design or circulation patterns are proposed. In this regard, eight existing customer parking stalls are proposed to be converted to electric vehicle charging stalls. The individual charging stations are to be located within an existing parking lot island which abuts the east side of the primary parking lot. ANALYSIS Planned Unit Development Amendment. The project area was originally approved under a Conditional Use Permit for Planned Unit Development. In this case, the purpose of the PUD amendment is to accommodate an electric vehicle charging station within the Cub Foods parking lot located at 216 7th Street West. Parking Circulation and Supply. The eight individual electric vehicle charging stations are proposed to occupy eight existing off-street parking stalls located in the northeast corner of the parking lot. In this regard, no changes to existing parking lot circulation patterns are proposed. Recognizing that charging station users may not necessarily be simultaneous grocery store patrons, the proposed charging station may have the result of reducing the grocery store's off- street parking supply by up to 8 spaces. No information has been provided related to any existing parking supply issues which exist upon the subject site. Thus, the impact of the limited parking supply reduction is unknown. It is observed that with very rare exceptions, the larger parking field serving the PUD area has available parking, even during peak usage. The City may wish to require a parking accumulation survey; however, it is unlikely that a true peak usage would be observed until closer to the fall/winter holiday season. Fuel Sales Requirements. Section 5.2(E)(29) of the Zoning Ordinance establishes specific standards for vehicle fuel sales. While the standards are tailored toward the sale of gasoline as a fuel source, they technically apply to the sale of electricity as well (as a vehicle fuel source) as no exemption for certain fuel types is provided. The Ordinance requirements for fuel sales are as follows: (a) Regardless of whether the dispensing, sale, or offering for sale of motor fuels and/or oil is incidental to the conduct of the use or business, the standards and requirements imposed by this Ordinance for motor fuel stations shall apply. These standards and requirements are, however, in addition to other requirements which are imposed for other uses of the property. (b) Wherever fuel pumps are to be installed, pump islands shall be installed. (c) All signing and informational or visual communication devices shall be minimized and shall be in compliance with Section 4.5 of this Ordinance. City Council Agenda: 04/25/2022 (d) Provisions are made to control and reduce noise. (e) If in the CCD District, the following standards shall also apply: (i) The design of the site promotes pedestrian access adjacent to and along the property. (ii) No more than two (2) curb cuts of twenty-four (24) feet in width or less shall be permitted. (iii) Site lighting shall utilize fixtures similar in style to that designated by the City for use in public areas of the "CCD" district. (iv) The building, site, and signage meet the standards for the "CCD" district and design review is conducted by the Planning Commission. (v) The proposed use demonstrates compatibility and consistency with the City's Comprehensive Plan and the Downtown Revitalization Plan. In staff's review, the proposed electric vehicle charging station does not conflict with any of the preceding fuel sales requirements, as it retains the existing green space, replacing one tree near the north side of the project area, and protecting the existing pedestrian walkway. Ground Lease. According to the applicant, the charging station is to be located within a "Ground Lease" with the current tenant of the property (Cub Foods). As a condition of PUD amendment approval, components of the ground lease should be subject to review and approval by the City Attorney as it relates to parking and access for the proposed charging station. Charging Equipment. As shown on the submitted site plan and elevations, eight individual charging stations are proposed to be located within the parking island which borders the east side of the electric vehicle parking stalls. Below is a summary of the various structures which are proposed within the parking island: Note: Listed structure dimensions are approximate Quantity Height Width Depth Charging Stations 8 6 feet 2 feet 1 foot Power Supply Units 2 7 feet 4 feet 3 feet Utility Transformer Cabinet 1 6 feet 5 feet 5 feet Utility Transformer 1 5.5 feet 3.5 feet 1 foot Note: Listed structure dimensions are approximate City Council Agenda: 04/25/2022 According to the applicant, Tesla will own, operate, and maintain all charging station equipment. Landscaping. According to the submitted site plan, three trees presently exist within the parking island. The applicant is proposing to plant an additional coniferous tree near the northern boundary of the parking island to •: f screen the utility transformer and the utility transformer cabinet. The site plan indicates R,. replacement of the existing trees if damaged. In accordance with Section 4.1(C)(2)(b) of the Zoning Ordinance, the proposed coniferous tree must be a minimum height of six feet above ground at the time of planting. Signage. According to the applicant, no marketing or directional signs are to be installed. The applicant has indicated however, that signs measuring 18" x 12" will be provided behind each charging stall to denote that they are intended solely for the charging of Tesla vehicles. As a condition of PUD amendment approval, all new signs must be subject to sign permit. Lighting. Three light poles presently exist within the parking island within which the charging equipment is proposed. To accommodate the placement of charging station equipment, one of the poles is the be relocated. The acceptability of the proposed light fixture relocation should be subject to review and recommendation by the City Engineer. I. 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 minor time in the review of the application and staff report, estimated at 2-4 hours. III. Comprehensive Plan Impact: The Monticello 2040 Plan includes sustainability as a common thread through the document. The Implementation chapter of the Plan includes a strategy to "Support efforts to install solar recharging stations for hybrid and electric vehicles and other efforts to provide plug-in recharging stations." While the City Council Agenda: 04/25/2022 statement is included specifically for application to city facilities, staff would suggest that applying this strategy more broadly within the community is also consistent with the Monti 2040 sustainability theme. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed this item and held a public hearing on the request during their regular meeting on April 5, 2022. The Commission clarified that this approval is specific to the site plan provided by the applicant and does not authorize electric vehicle charging stations elsewhere in the lot or other lots within the City. The Commission also verified the landscaping and screening plan. Austin Barkley, the applicant's representative was present to address the Commission. He explained that there is an "idle fee" if a vehicle is fully charged and still occupying a charging station to disincentivize overnight parking or longer parking times. Hearing no other public comment, the Commission closed the hearing. The Commission voted unanimously to recommend approval of the amendment to the Conditional Use Permit. STAFF RECOMMENDED ACTION Planning Staff recommends approval of the Planned Unit Development Amendment, as proposed by the applicant, upon property located at 216 7th Street West (the Cub Foods site), subject to the conditions listed in Exhibit Z. SUPPORTING DATA A. Resolution PC -2022-018, Planned Unit Development Amendment B. Aerial Image C. Applicant Narrative D. Overall Site Plan E. Site Plan Detail F. Site Elevation Z. Conditions of Approval -*H:I IA- k iN Planned Unit Development Amendment Tesla, Inc (SMJ International) Lot 1, Block 1, Monticello Mall 2167 th Street West 1. Verify through appropriate means that adequate parking continues to be available to serve the Cub Foods facility, through parking survey or continued monitoring. City Council Agenda: 04/25/2022 2. Components of the ground lease between the applicant and the property owner shall be subject to review and approval by the City Attorney as related to parking and access. 3. The proposed coniferous tree and any replacement trees shall be a minimum height of six feet above ground at the time of planting. 4. All new signs shall be subject to sign permit. 5. The acceptability of the proposed light fixture relocation shall be subject to review and recommendation by the City Engineer. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-018 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR PLANNED UNIT DEVELOPMENT FOR THE ADDITION OF A MOTOR FUEL STATION PROVIDING CHARGING STATIONS FOR ELECTRIC VEHICLES AS A PRINCIPAL USE WHEREAS, the applicant has submitted a request to add a motor fuel station consisting of up to eight electric vehicle charging stations in an existing retail parking area; and WHEREAS, the site is zoned CCD, Central Community District, which allows such use by Conditional Use Permit; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of Regional Commercial for the area; and WHEREAS, the applicants have provided materials documenting compliance with the terms of the applicable zoning regulations; and WHEREAS, the uses are consistent with the intent and purpose of the CCD zoning district; 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 April 5t", 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 intent and purpose of the CCD, Central Community Zoning District. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by commercial land uses and are addressed through standard review and ordinances as adopted. 4. The addition of the proposed charging stations will not interfere with the available parking supply serving the retail uses in the PUD. 5. No other changes or impacts resulting for the motor fuel construction 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 Conditional Use Permit for the establishment of an electric vehicle charging station, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Verify through appropriate means that adequate parking continues to be available to serve the Cub Foods facility, through parking survey or continued monitoring. 2. Components of the ground lease between the applicant and the property owner shall be subject to review and approval by the City Attorney as related to parking and access. 3. The proposed coniferous tree and any replacement trees shall be a minimum height of six feet above ground at the time of planting. 4. All new signs shall be subject to sign permit. 5. The acceptability of the proposed light fixture relocation shall be subject to review and recommendation by the City Engineer. ADOPTED this 5t" day of April, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTI NNING COMMISSION Paul Konsor, Chair ATTEST: Angela Schum*gr, Qbmr�unity Development Director 2 T = 5 L n 11/2/21 Tesla Supercharger — Monticello, MN Dear Mr. Stensgard, This letter is intended to characterize the proposed Tesla Charging Station for the subject parent parcel located at 216 7th St W, Monticello, MN 55362. Tesla is proposing to install an electric vehicle charging stations withing the parking lot of Cub Foods' leased area. Tesla would enter into a ground lease with Cub Foods, and Tesla would remain the applicant for the project. Tesla would own, operate, and maintain the charging station equipment. The scope of the project includes eight (8) dedicated V3 Supercharger stalls, plus proposed power equipment. The proposed equipment would be installed within existing green space, which allows for the fastest construction of the units and limits the excavation scope. Tesla is open to adding landscape screening at its own cost to offset the use of green space. No marketing or wayfinding signage would be added, but 18x12" signs would be added behind each stall to denote that they are for Tesla charging only (and in the future, for other electric vehicles once Tesla's network becomes open to other manufacturers). Our current tentative timeline for installation is Summer/Fall 2022. If you have any questions or concerns, please feel free to contact me at 612-834-0430 or by email at abarkley(cDtesla.com. Sincerely, Austin Barkley Sr. Developer — Tesla Supercharger 3500 Deer Creek Road, Palo Alto CA 94304 P 650 681 5100 F 650 681 5101 T E S LR ri 3500 DEER CREEK RD PALO ALTO, CA 94304 (650)681-5000 SUPERCHARGER STATION L/A\13 49030 Pontiac Trail, Ste 400 SITE NAME: MONTICELLO M (TRT #18654) Wixom, Michigan 48393 7 PHONE: 248-705-9212 216 7TH ST W MONTICELLO, MN 55362 DRAWN BY: RC SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX CHECKED BY: PL PROPOSED TESLA EV SITE ADDRESS: ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE 2020 NATIONAL ELECTRIC CODE • INSTALL 2 PRE ASSEMBLED SUPERCHARGER UNITS () • INSTALL (8) TESLA CHARGING STATIONS • INSTALL 1 UTILITY TRANSFORMER AND CT CABINET ON JOINT PAD () • INSTALL (1) H -FRAME MOUNTED METER PERMITTING CITY OF MONTICELLO JURISDICTION: HAYDEN STENSGARD COMMUNITY DEVELOPMENT COORDINATOR HAYDEN.STENSGARD CI.MONTICELLO.MN.US @ (763) 271-3224 SHEET NO: T-1 TITLE SHEET & PROJECT DATA 216 7TH ST W MONTICELLO, MN 55362 EXISTING SITE ADDRESS: 216 7TH ST W A-1 OVERALL SITE PLAN A-2 PROPOSED SITE PLAN SITE ELEVATIONS A-3 MONTICELLO, MN 55362 PROPERTY OWNER: IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL SYSTEM ONE -LINE & V3 SUPERCHARGER INTERCONNECTION DIAGRAM E-3 DO NOT SCALE DRAWINGS JIMCONTRACTOR OF REAL ESTATE R DIRECTORCTOR OF JIM.HORN ECKER@CUB.COM (952) 693-5512 SHALL VERIFY ALL PLANS, EXIST'G DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT / ENGINEER IN WRITING OF ANY DISCREPANCIES A 02/14/2022 CD50 REV DATE DESCRIPTION EQUIPMENT SUPPLIER: BEFORE PROCEEDING WITH THE WORK. TESLA MOTORS, INC. 3500 DEER CREEK RD PALO ALTO, CA 94304 (650) 681-5000 POWER COMPANY: XCEL ENERGY SARAH COONr SARAH.A.COON@XCELENERGY.COM (309) 696-5677 COUNTY: WRIGHT COUNTY` LATITUDE (NAD83): 450 18'02.9" N 45.3008120 LONGITUDE (NAD83): 930 47'58.3" W"�a- -93.7995340 }' r, - ]11L_ — - r } . _• 52 }� - - • � _ _ '« - y' _ : + f - :; '. i. ,� �_- �. _: }` ' _� ? • _ +r y AREA MAP ,�{ - �� - ' �._ J - _ - �' LOCATION MAP 1�1, y 21 YL" F La "� =��VAr FIE - r -. - 58 - - ' �� r� =- `- -� t4 �_ - ` { _'- --# -�� ..�. - � � �• f y'� • ''. - iud _ -- �'� } f ��` rt - - - _ - 25 -- - -- - - _� -` _ - - � - _ "NI �,` _ - ' `f y *+�-` - �`- n ;- pu ' -- ���•� - _ _ L - ARCHITECT OF RECORD PROJECT ENGINEER PETER LICHOMSKI, ARCHITECT 49030 PONTIAC TRAIL, SUITE 400 WIXOM, MI 48393 (248) 705-9212 pete rlichomski@labarchitectsllc.com CLARK TROMBLEY RANDERS CONSULTING ENGINEERS 504 S. CREYTS RD, SUITE B LANSING, MI 48917 (517) 886-0550 rhymen@ctrmep.com SITE NAME: MONTICELLO, MN 216 7TH ST W MONTICELLO, MN 55362 FLOOD HAZARD AREA NOTE THIS SITE IS LOCATED IN FLOOD ZONE "C". NO BASE FLOOD ELEVATION. AREA DETERMINED TO BE OUTSIDE 500 -YEAR FLOOD PLAIN. CALL BEFORE YOU DIG IF YOU DIG IN ANY STATE DIAL 811 FOR THE LOCAL oe "ONE CALL CENTER" - 9 OT Tb� LAW THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER/SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LO - CATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL THE UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR NOTE SHEET TITLE TITLE SHEET & PROJECT DATA CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED AND SEALED SET OF DRAWINGS. ANY NECESSARY DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTED THROUGH AN RFI REQUEST PROCESS WITH ARCHITECT / ENGINEER FOR AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH A DEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS. SHEET NUMBER T-1 SD \ I \ 4:::2,5.'53 '46" CATCH BASINN89058118"E . .�� R�175.0 / —7-- I RE=942.05 81.18 79,10 I L INV=(SW) 935.85 Lu - - INV=(E) 930.25_ .8 N (7/4 Z I - - CATCH BASIN RE=942.05 \ o \ J ,, S89035'56"E 18.00 6„E INV=(W) 930.15S640 o INV=(N) 930.10 _ \ 0>56pf \ 00 / m 9 60 N � o \T- DRAINAGE AND UTILITY EASEMENT I w PER MONTICELLO MALL o I INST. NO. A515026 (2) N DRAINAGE AND UTILITY o / EASEMENT - - z PER MONTICELLO MALL CATCH BASIN INST. NO. A515026 (2) RE=944.20 - - - - - INV=(W) 939.80 - - - INV=(SE) 940.00 CART - _ - - RETURN uj MONTICELLO MALL I0 tih ^ CART OWNER: BBF PROPERTIES INC.— RETURN NC. RETURN PID: 155076001010 I I �I I I I BENCHMARK: I o / TOP NUT OF HYDRANT / / ELEV=951.90 = VERALL SITE PLAN CREATED BASED ON URVEY DRAWING PREPARED BY CLARK O. - REFER TO SHEET 2 OF 2 FOR DDITIONAL INFO. PROPOSED PRIMARY POWER LINE \ PARKING EASEMENT PER \ INST. NO. A1044224 (5) 12 \ 217921.721 J, 521685.191 m 949.30 OWNER: KENFARMCO LLC PID:155010002011 PARKING EASEMENT PER I / BLOCK 1 ELE / 1 INST. NO. A1044224 (5) 7020 m b 217803.957 PLAT OF MONTICELLO N d / 521607.052 947.91 REFER TO PROPOSED SITE PLANN 2 64�o� y. �TDRAINAGE AND UTILITY EASEMENT I _ I SSO S6'� j PER MONTICELLO MALL SHEET A 2 FOR THE ENLARGED �� o F � VIEW OF PROPOSED TESLA N INST. NO. A515026 (2) I �I � INSTALLATION N I OVERALL SITE PLAN SANITARY MANHOLE RE=947.95 INV=(N) 937.45 INV=(SE) 937.85 INV=(S) 937.50 SANITARY MANHOLE \ — RE=948.75 \ \� INV=(N) 941.22 7022 \ \ \ z INV=(E) 941.32 ®'�\ 217707.454 521689.012 949.54 —\ §85°29 34 W 249.89 3 liOWNER: CARDENAS PROPERTIES LLC PID: 155076001020 3 I� LOT2 �I 3 U-) i of 00 SANITARY MANHOLE o(2 L RE=949.76 INV=(N) 940.46 I I I NV=(W) 940.42 LOT C-1 INGRESS/EGRESS EASEMENT PER INST. NO. A1044223 (6) APN: 717 7021 OWNER- / 217535.991 U.S. IN TRUST FOR THE 521645.828 SISSETON-WAHPETON OYATE I SSS 949.61 / ELE ELE - HH 210 217514.509 521588.870 951.10 20' 40' 80' 120' SCALE: 11 "x17" - 1 "=80'-0" 22"x34" - 1 "=40'-0" T E S LFi 3500 DEER CREEK RD PALO ALTO, CA 94304 (650)681-5000 49030 Pontiac Trail, Ste 400 Wixom, Michigan 48393 PHONE: 248-705-9212 DRAWN BY: RC CHECKED BY: PL SITE NAME: MONTICELLO, MN 216 7TH ST W MONTICELLO, MN 55362 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 A REV 02/14/2022 CD50 DATE DESCRIPTION SITE NAME: MONTICELLO, MN 216 7TH ST W MONTICELLO, MN 55362 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 EXISTING TREE (TYP) \ SSw \ SSw Ssw \ Ssw \ Ssw PROJECT AREA STALL COUNT TESLA EQUIPMENT EXISTING STALL COUNT 9 PROPOSED TESLA CHARGING STALLS 8 EXISTING STALL COUNT LOSS 0 I I I I EXISTING CONCRETE CURB 1 EXISTING LIGHT POLE AND FIXTURE (TYP) RELOCATED EXISTING LIGHT POLE AND FIXTURE RE-ROUTED EXISTING POWER LINE TESLA EQUIPMENT SCHEDULE TESLA EQUIPMENT DESCRIPTION PART NUMBER QUANTITY SUPERCHARGER CABINETS VERSION 3 1450758-00-D 2 CHARGING POST VERSION 3 1088585-00-D 8 L/�LI\VIJL l.i/-V 1 IVIV /-f1VUIVU ROOT SYSTEMS. TREES ARE TO BE REPLACED IF DAMAGED DURING CONSTRUCTION PROPOSED SITE PLAN NOTES 1. CONTRACTOR SHALL RETURN ALL DISTURBED AREAS OF PROPERTY TO ORIGINAL SITE CONDITION. 2. THE CONTRACTOR SHALL VERIFY ALL DEMOLITION AND CONSTRUCTION QUANTITIES PRIOR TO BIDDING. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR SEAL COAT AND RE -STRIPING OF STALL AREA UPON COMPLETION OF WORK, WHERE APPLICABLE. GC TO VERIFY ALL DEPTHS, DIMENSIONS AND SQUARE FOOTAGE WITH TESLA CM BEFORE CONSTRUCTION. PROPOSED TESLA ILLUMINATED CHARGING STATION (TYP OF 8) PROPOSED DC-WIREWAY PROPOSED NON -ILLUMINATED PARKING SIGN WITH REBOUNDING BOLT DOWN BOLLARD ATTACH WITH A TAMPER -PROOF SCREW AND AN EPDXY BEAD BETWEEN THE POST AND SIGN TO HELP PREVENT THEFT (TYP OF 2) B A-3 PROPOSED ADAPTER BOX TO SLIM WIREWAY ANGLE CONFIGURATIONS PROPOSED REBOUNDING SIGN BOLLARD (TYP OF 6) PROPOSED REBOUNDING BOLLARD (TYP OF 6) PROPOSED TREE (TYP OF 1) PROPOSED TESLA PSU V3 CABINET (TYP OF 2) PROPOSED UTILITY METER MOUNTED ON H -FRAME PROPOSED UTILITY TRANSFORMER AND CT CABINET MOUNTED ON A JOINT PAD 0' 2'-8" 5'-4" 10'-8' 1 SCALE: 11"x17" - 3/32"=1'-0" 22"x34" - 3/16"=1'-0" T E S LR 3500 DEER CREEK RD PALO ALTO, CA 94304 (650)681-5000 49030 Pontiac Trail, Ste 400 Wixom, Michigan 48393 PHONE: 248-705-9212 DRAWN BY: RC CHECKED BY: PL A 02/14/2022 CD50 (REV DATE DESCRIPTION SITE NAME: MONTICELLO, MN 216 7TH ST W MONTICELLO, MN 55362 SHEET TITLE PROPOSED SITE PLAN SHEET NUMBER A-2 12" NnTF.q i:1•11ato] f•[•1M11907=301Eel 0011.1:3:8n601raI1:11•IM"III_1:1•1=010-7a•» 2. ADDITIONAL PARKING SIGNS TO BE INSTALLED 2" ABOVE TOP OF PREVIOUS SIGN. 3. DO NOT ANCHOR SIGNAGE OR PENETRATE SIDE OF SWITCHGEAR ASSEMBLY. 4. SIGNAGE TO BE REFLECTIVE VINYL. 5. SIGNAGE SHALL BE PRINTED WITH RED LETTERING ON A WHITE BACKGROUND. 6. ALL TEXT SHALL BE CAPITAL LETTERS. LABEL FONT SHALL BE ARIAL (OR SIMILAR) AND IS NOT TO BE BOLD. ° T=_ 5 LR 7. CONTRAST BETWEEN CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL BE 70% MINIMUM AND HAVE A NON GLARE FINISH. VEHICLE CHARGING ONLY PROPOSED UTILITY TRANSFORMER AN[ MOUNTED ON JOINT PROPOSED TREE (' PROPOSED NON -IL PARKING SIGN WIT BOLT DOWN BOLLi WITH A TAMPER -PF AND AN EPDXY BE, THE POST AND SIC PREVENT THEFT (7 DEDICATED CHARGING POST SIGNAGE SCHEDULE SUPERCHARGER CHARGE POST SIGN(S) TO INSTALL 01 1A DEDICATED 1 B DEDICATED 1 C DEDICATED 1 D DEDICATED 0 DEDICATED 2B DEDICATED © DEDICATED DEDICATED SITE ELEVATION 1 1\V1 V\..lLV V I ILII 1 1IW-AI NVI V1\M LI"rl1 VV CT CABINET MOUNTED ON JOINT PAD SITE ELEVATION PROPOSED TESLA PSU V3 CABINET (TYP OF 2) PROPOSED TESLA ILLUMINATED CHARGING STATION (TYP OF 8) BHT POLE AND D) ESLA PSU V3 P OF 2) :EBOUNDING SIGN 'P OF 6) :EBOUNDING 'P OF 6) 'ESLA ILLUMINATED TATION (TYP OF 8) NCRETE :UTTER 0' 2' 4' 8' 12' SCALE: 11 "x17" - 1/8"= V-0" 22"x34" - 1/4"=1'-0" 11-019 MAIN DISCONNECT INSIDE MAIN DISCONNECT 0' 811 1'-4" 2'-811 4 SCALE: 11 "x17" - 3/8"=1'-0" 22"x34" - 3/4"=1'-0" Q0 844 EAST 1250 AnnRFq.q T E S LFi 3500 DEER CREEK RD PALO ALTO, CA 94304 (650)681-5000 49030 Pontiac Trail, Ste 400 Wixom, Michigan 48393 PHONE: 248-705-9212 DRAWN BY: RC CHECKED BY: PL A 02/14/2022 CD50 (REV DATE DESCRIPTION SITE NAME: MONTICELLO, MN 216 7TH ST W MONTICELLO, MN 55362 SHEET TITLE SITE ELEVATION SHEET NUMBER A-3 ELECTRICAL FEEDER SCHEDULE NO FROM TO CONFIGURATION (3) 500MCM Al (XHHW-2) UTILITY TRANSFORMER/ PROPOSED SERVICE EQUIPMENT; 1 (1) 500MCM Al (XHHW-2) NEUT METERING INCOMING IN EACH OF (4) 4" PVC CONDUIT OR HDPE (3) 500MCM Al (XHHW-2, THWN-2, OR RW90) PROPOSED SERVICE PROPOSED TESLA (1) 500MCM Al (XHHW-2, THWN-2, OR RW90) NEUT 4 EQUIPMENT; DISTRIBUTION V3 CHARGING CABINETS (1) #1 AWG Cu GND or (1) #2/0ALGND PANEL IN EACH OF (2) 4" PVC CONDUIT OR HDPE (4) 350MCM Al (1000V) PROPOSED TESLA PROPOSED TESLA (1) #1 AWG Cu GND 7 V3 CHARGING CABINET CHARGING POST (1) 600V COMM CABLE IN 4" PVC CONDUIT OR HDPE (2) 600MCM Al (XHHW-2, THWN-2, OR RW90) CENTER CHARGING CABINET DC BUS OF EACH (1) #1/0 AWG Cu GN D, (1) #3/0 AWG Al DC MID 8 (SHARED DC BUS CABINET) CHARGING CABINET IN EACH OF (2) 3" PVC CONDUIT, HDPE, OR PRECAST CONCRETE WIREWAY AC BUS (TYP. EACH CABINET) DC BUS (TYP. EACH CABINET) INTEGRAL DISCONNECT FOR EACH CHARGING POST FOR SERVICING OF EQUIPMENT— CHARGING CABINET/CENTER DC CABINET FOR SHARED DC BUS INTERCONNECTION (STAR CONNECTION) INTEGRAL DC DISCONNECT FOR SERVICING OF EQUIPMENT BI—DIRECTIONAL (1 PER NON—CENTER CHARGING CABINET) DC BUS INTERCONNECT WIRING BI—DIRECTIONAL (TYP. DC SHARED o) 0) 0) SYSTEM) DC SHARED BUS (CENTER CABINET ONLY) WIRING TO MAIN CIRCUIT BREAKER GENERAL SHEET NOTES 1. NEUTRAL MUST BE INCLUDED FOR PROPER OPERATION OF TESLA SUPERCHARGERS. 2. PROPOSED UTILITY PTS & CTS SHALL BE LOCATED IN PAD MOUNTED C/T CABINET BY UTILITY PROPOSED METER SHALL BE MOUNTED ON CT CABINET BY ELECTRICAL CONTRACTOR. COORDINATE EXACT REQUIREMENTS WITH UTILITY. 3. SEE SHEET E-2 FOR LOAD SCHEDULE. 4. ALL CONDUIT FURNISHED AND INSTALLED BY CONTRACTOR. ALL WIRING FURNISHED BY TESLA AND INSTALLED BY CONTRACTOR. SEE SHEET E-1 FOR UTILITY/CONTRACTOR SCOPE OF WORK. 5. ALL CONDUITS ACCESSIBLE TO THE GENERAL PUBLIC OR WHICH CONDUITS CAN BE DAMAGED SHALL BE RIGID GALVANIZED STEEL. 6. ALL BUSHINGS AND INTERNAL WIRING OF PROPOSED SERVICE EQUIPMENT PROVIDED BY MANUFACTURER. ANY MODIFICATIONS SHALL REQUIRE ENGINEERING APPROVAL PRIOR TO ANY CHANGES BEING MADE. 7. CONTRACTOR SHALL PERFORM ARC FLASH CALCULATIONS AS REQUIRED IN THE FOLLOWING: NFPA 70; NFPA 70E; OSHA 29; AND IEEE STANDARDS 1584. CONTRACTOR SHALL OBTAIN ALL NECESSARY INFORMATION FROM POWER COMPANY TO CALCULATE FLASH PROTECTION BOUNDARIES, INCIDENT ENERGY LEVELS, AND SHALL DETERMINE MINIMUM PPE REQUIREMENTS FOR COMPLETING THE WARNING LABELS. PROVIDE WARNING LABELS CONTAINING ALL THE LATEST INFORMATION AS REQUIRED BY LOCAL JURISDICTION, STATE AND FEDERAL CODES AND LAWS. 8. ALL SERVICE ENTRANCE DISCONNECTS SHALL BE GROUPED TOGETHER AND MARKED TO INDICATE THE LOAD SERVED. PROVIDE 36" 3/OAWG AL DC MID DISCONNECT CABLE. INSTALL PER PICTORIAL V3 INSTALLATION GUIDE PG 11 (TYPICAL FOR EACH CABINET) INTEGRAL FUSING ON INPUT SIDE TYPICAL CHARGING CABINET ONLY (TOTAL OF CABINET# — 1) QAC/DC INVERTER TYPICAL V3 SUPERCHARGER INTERCONNECTION DIAGRAM CONTRACTOR SHALL PROVIDE SIGNAGE AT CHARGING CABINET STATING "AC DISCONNECT IN SWITCHGEAR & DC DISCONNECT IN CHARGING CABINET" INTEGRAL DISCONNECT FOR EACH CHARGING POST FOR SERVICING OF EQUIPMENT WIRING TO VEHICLE CHARGING POST (UP TO 4 PER CHARGING CAB I N ET) NO SCALE -1 NOTE: ANY DC RUN LENGTHS BEYOND 330'-0" ARE NOT CONSTRUCTIBLE. UTILITY PAD MOUNTED TRANSFORMER WITH TAPS 480/277V, 30,4W (BY UTILITY) 9. VERIFY AVAILABLE FAULT CURRENT AT THE SECONDARY OF THE UTILITY TRANSFORMER WITH THE POWER COMPANY. CONDUCT A FAULT CURRENT ANALYSIS TO DETERMINE THE INTERRUPTING CAPACITY (AIC RATING) OF THE ELECTRICAL EQUIPMENT. AIC RATING OF EQUIPMENT SHALL BE BASED UPON CONTRACTOR'S FAULT CURRENT ANALYSIS. 10. ALL ALUMINUM (AI) CONDUCTORS TO RECEIVE ANTI—OXIDATIVE COATING DURING INSTALLATION. ALL OTHER CONDUCTORS ARE COPPER UNLESS NOTED OTHERWISE. 11. THE CHARGING CABINETS AND THE CHARGING POSTS USED ON THIS PROJECT COMPLY WITH THE FOLLOWING STANDARDS: • UL 2202 • CSA 22.2 NO 107.1-16 • UL 1998 PENDING 11. THE AFOREMENTIONED STANDARDS IDENTIFY THE REQUIREMENTS MET BY THE EQUIPMENT, INCLUDING BUT NOT LIMITED TO: • PROTECTION AGAINST ELECTRIC SHOCK • OVERLOAD AND SHORT CIRCUIT PROTECTION • FAULT PROTECTION • DEGREES OF PROTECTION AGAINST ACCESS TO HAZARDOUS LIVE PARTS • THE INTERNAL COMPONENTS OF THE SYSTEM ARE PROPRIETARY. ANY QUESTIONS CONCERNING ACTUAL INTERNAL PROTECTIVE DEVICES MUST BE COORDINATED DIRECTLY WITH TESLA. 12. CONTRACTOR SHALL VERIFY AC AND DC WIRING REQUIREMENTS WITH VENDOR'S SCHEMATIC WIRING DRAWINGS. PROPOSED 1 GROUND PER UTILITY CT'S & — REQUIREMENTS PT'S MI)SEE NOTE 2 1 POWER ONE -LINE DIAGRAM PROPOSED SERVICE ENTRANCE MAIN DISCONNECT MOUNTED TO H -STAND 120OA-3P, 60OV, 65 KAIC, NEMA 3R, LOCKABLE (BY TESLA) 60OA-3P, 600AF FUSED DISCONNECT BY TESLA (TYPICAL) WITH INTERNAL SITE MASTER CONTROLLER VEHICLE CHARGING POST (TYP) NO SCALE I_1 T E S LR 3500 DEER CREEK RD PALO ALTO, CA 94304 (650)681-5000 49030 Pontiac Trail, Ste 400 Wixom, Michigan 48393 PHONE: 248-705-9212 DRAWN BY: RC CHECKED BY: PL A 02/14/2022 CD50 REV DATE DESCRIPTION SITE NAME: MONTICELLO, MN 216 7TH ST W MONTICELLO, MN 55362 SHEET TITLE SYSTEM ONE -LINE & V3 SUPERCHARGER INTERCONNECTION DIAGRAM SHEET NUMBER E-3 City Council Agenda: 04/25/2022 2G. Consideration of adopting Resolution 2022-46 calling for a public hearing on May 23, 2022 for vacation of a drainage and utility easements as legally described for Spaeth Industrial Park Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 04/25/2022 ®Consent Agenda Item Reviewed by: Approved by: Project Engineer, City Clerk City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-46 calling for a public hearing on May 23, 2022, for vacation of a drainage and utility easement as legally described for the plats of Spaeth Industrial Park. REFERENCE AND BACKGROUND The City Council is asked to call for a public hearing for the vacation of drainage and utility easements within Lot 5 and 6, Block 1 of the plat of Spaeth Industrial Park for purposes of replatting these areas. The replatting is proposed to allow the division of two existing lots into four lots for purposes of sale of four individual building units with surrounding lot area. Drainage and utility easements along the plat perimeter and as required along perimeter lot lines will be re-established within the proposed plat. The proposed areas of vacation are shown on the proposed preliminary plats in gray. The vacation is requested primarily to address a potential encroachment into the 5' interior lot line easement. The City Engineer's office and Community Development Department will continue to review the final plats to verify all required public easements for drainage and utility purposes are in place. Procedurally, City Council must call for a public hearing to consider the vacation. Statute requires two weeks between the publication of notices and the public hearing itself. Council should therefore call for the public hearing for consideration of the vacations to be placed on the May 23, 2022 City Council agenda. This consideration is intended to coincide with the review of the final plat by the City Council. City staff has prepared and will send the notices to be published in the Monticello Times and sent to affected property owners. City Council Agenda: 04/25/2022 I. Budget Impact: Preparation of the vacation areas and legal is part of the approved contract for plat services with WSB. II. Staff Workload Impact: Workload impact is expected at approximately 10-20 hours for review and recommendation on the vacation requests and platting. III. Comprehensive Plan Impact: The Monticello 2040 plan guides the subject plat areas for Light Industrial development. The proposed development plan is therefore consistent with the 2040 Plan. STAFF RECOMMENDED ACTION City staff recommends adoption of the resolution and calling for the public hearing. SUPPORTING DATA A. Resolution 2022-46 B. Vacation Petition C. Vacation Exhibit D. Proposed Final Plat, Spaeth Industrial Park CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-46 RESOLUTION CALLING FOR A PUBLIC HEARING ON VACATION OF DRAINAGE AND UTILITY EASEMENTS FOR LOTS 5 AND 6, BLOCK 1, SPAETH INDUSTRIAL PARK WHEREAS, pursuant to Minnesota Statutes Section 4152.851, after two (2) weeks published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affected by the proposed vacation; and WHEREAS, a public hearing on the vacation of drainage and utility easements for Spaeth Industrial Park on Monday, May 23, 2022, at 6:30 PM at the Monticello City Hall: Legal Descriptions: LOTS 5 AND 6, BLOCK 1, WRIGHT COUNTY, MONTICELLO, MN NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. The Council will consider the vacation of such easements and a public hearing shall be held on such proposed vacation on the 23rd day of May, 2022 before the City Council in the Council Chambers located at the Monticello Community Center at 6:30 p.m. 2. The City Clerk is hereby directed to give published, posted, and mailed notice of such hearing as required by law. ADOPTED BYthe City Council of Monticello, Minnesota this 25th day of April, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk DATE: April 15, 2022 TO: City Clerk City of Monticello To Whom it may Concern: Spaeth Development, LLC, fee title property owner of 108 Dundas Road, Buildings E and F, Monticello, MN 55362 petition for the vacation of all existing drainage and utility easements on Lots 5 and 6, Block 1, Spaeth Industrial Park. Legal description: All existing drainage and utility easement across Lots 5 and 6, Block 1, Spaeth Industrial Park, according to the recorded plat thereof, Wright County, Minnesota. Thank You, K Spaeth, Spa h Development, LLC I B II I Tv 1 li � a 1ss-2 m1o4o I, ., P55-255-001030 I i it SPAF'TH l7FV Z WIPN7� f 1 f, I � I i. a M --�---- -- - - - - -- _ __ i. -.. _5 i.. EXISTING BOUNDARY ! k. EC CRETE . vI i -- - EXISTING DRAINAGE AND UTILITY EASEMENT 4� ---- - -- - EXISTING STORM WATER MANAGEMENT BASIN ♦� Y dJ EXISTING MANHOLE I I I I' . C 7 EXISTING RIP -RAP EXISTING CONCRETE EXISTING CURB AND GUTTER Cr < f _ EASEMENT VACATION v I�� I Ire a ' c SURVEY DATA SURVEY INFORMATION PROVIDED BY: I � I 7D 155-255-001,070 IY� 4 0 II I / i i SFAET^i DEVELOPMENT LLC. iNDUS7T?Ai DISTRrCT 1-2 PL'D BUFFALO, MN 55313 ✓ 0 EX DATED: APRIL 18, 2017 BENCHMARK: MN/DOT GEODETIC MONUMENT "8605 S" ELEVATION = 966.55 NAVD88 DATUM 'il, PROJECT LOCATION PART OF THE SWJ AND NEJ, I J 1 I t 15 LOT 5 & 6, BLOCK 1, 1.-------------------------- - WRIGHT COUNTY, MINNESOTA. lr�,r 1 I � I `-EX. CURB & GUTTER J r' f'l/ice TIf. Ili T/1 J` R I -------- t VV I I,A VA v I SPSu`:KL64 FIE4%-' '--EX. CHAINLINK FENCE CLIENT: S PAETH DEVELOPMENT LLC. 108 Meadowlark Road SE St Michael, Mn 55376 Ken Spaeth spasthmasonry@gmail.com 0 20 40 60 612-889-3100 GRAPHIC SCALE IN FEET LANDSCAPING -------1 ----N e9'14'C - - - - - - -1--' less EX. EASEMENT _J—EX- SHED Y a M LEGEND: N A toN Mm j - - - - WLI��o 3e s�q "� z OF VX >W ~O W F- WW W EXISTING BOUNDARY ! m. PROPOSED LOTUNE vI i -- - EXISTING DRAINAGE AND UTILITY EASEMENT 4� ---- - -- - EXISTING STORM WATER MANAGEMENT BASIN 2 Y dJ EXISTING MANHOLE EXISTING CATCH BASIN I Q1 , EXISTING FLARED END SECTION 7 EXISTING RIP -RAP EXISTING CONCRETE EXISTING CURB AND GUTTER Cr < f _ EASEMENT VACATION v I�� I Ire a ' c SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES IY� 4 0 708 1st AVENUE NE C J BUFFALO, MN 55313 DATED: APRIL 18, 2017 BENCHMARK: MN/DOT GEODETIC MONUMENT "8605 S" ELEVATION = 966.55 NAVD88 DATUM j PROJECT LOCATION PART OF THE SWJ AND NEJ, SECTION 14 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIP77ON LOT 5 & 6, BLOCK 1, SPAETH INDUSTRIAL PARK, WRIGHT COUNTY, MINNESOTA. lr�,r 1 I � I J r' tom ----EX. 1 CHAIN -INK FENCE LANDSCAPING -------1 ----N e9'14'C - - - - - - -1--' less EX. EASEMENT _J—EX- SHED Y a M os N A toN Mm j a m WLI��o 3e s�q � J q ¢ ale* c� Q p o ^m � Lu 2 z OF VX >W ~O W F- WW W Q o�3 m. 0. vI i �g00 a M os N A toN Mm j cv'� S WLI��o 3e s�q y� U v;p�I 42 o�3 m. 0. V i 4� 2 FILE N0. 00864 -1/1 Easement Vacation Petition Exhibit 00 C0 4� 2 2 Y O Q1 Q1 U FILE N0. 00864 -1/1 Easement Vacation Petition Exhibit Li <I J I I Y a CL J a N 0 z cn � 0 O O o Cq CO Co pco I Ld 0 J U_ 0 W z J ILAND Senn ices SPAETH INDUSTRIAL PARK DRAFT FOR CITY SUBMITTAL - REVISED 04Z 1 N 88036'42" E -----299.91 ---- 6. MOO 10.00 41.82 59.24 o 108.18 o CATCH BASIN AT LOT CORNER-' I --DRAINAGE AND UTILITY EASEMENT ---- 1 I 15 4.5 I I ------- 34--------� 1 I I I 1 I I -7 \ �\ p w I I W Q� I W I I \ WVWi I o 0 l oaI �J c o ^ \ Qw I SNI \J M ,6 Z r7 N .J ¢~1 O 1 J o 11 I I I I 1 I I BLOCKS 1 5 4.5 T I I I --------DRAINAGE AND 1 0 1 --- UTILITY EASEMENT----- CATCH BASIN AT LOT CORNER -1 0 59.24 108.18 41.82 ` 10.00 7 10.00 ----299.86---- S 88036'42" W \<\ �J. NOTE. DRAINAGE AND UTILITY EASEMENTS DEDICATED IN THE PLAT OF SPAETH INDUSTRIAL PARK LYING WITHIN LOTS 5 AND 6, BLOCK 1 OF SAID SPAETH INDUSTRIAL PARK HAVE BEEN VACATED BY CITY OF MONTICELLO RESOLUTION NO. , RECORDED AS DOC. NO. BEARING ORIENTATION: THE WEST LINE OF LOT 5, BLOCK 1, SPAETH INDUSTRIAL PARK IS ASSUMED TO BEAR N 01 23'18" W. 0 20 40 60 GRAPHIC SCALE IN FEET 1 INCH = 20 FEET • DENOTES IRON MONUMENT FOUND (#48664) DENOTES P.K. NAIL SET A DENOTES P.K. NAIL FOUND 3RD 8,/2022 ADDITION A � �i KNOW ALL PERSONS BY THESE PRESENTS: That Spaeth Development, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: l Lots 5 and 6, Block 1, SPAETH INDUSTRIAL PARK, Wright County, Minnesota. L Has caused the some to be surveyed and platted as SPAETH INDUSTRIAL PARK 3RD ADDITION and does hereby dedicate to the public for public use the drainage and utility easement as created by this plat. N J VICINITY MAP SECTION 14, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET T T 94 CHELSEA RD. S 90.67 DUNDAS RD. Name Printed ui Z --SITE w /7 1 LLI Z c hereby certify that this plat was prepared by me or under Q Surveyor in the State of 7- ----- 29.0----- boundary survey; that all mathematical data and labels — J on this plat; that all Q been, or will be correctly set within one year; that all scy o and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 I ^i Abram A. Niemela, Licensed Land Surveyor Q 1 I w B�uD LL Zw �� Q W / X I LLJ W 1 I 1 1 1 W I C - 1 1 _ Cq O r-------29.0----- co I .- o � � J I I J � N — o � - - `-DRAINAGE AND C UTILITY EASEMENT--) _ I 0 1 1 N � ---- 90.62----- --�'-- 60.00 N J VICINITY MAP SECTION 14, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET T T 94 CHELSEA RD. S co DUNDAS RD. Name Printed ui Z --SITE w /7 n LLI Z c hereby certify that this plat was prepared by me or under Q Surveyor in the State of W > plat is a correct representation of the boundary survey; that all mathematical data and labels Z on this plat; that all Q been, or will be correctly set within one year; that all scy o and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 � Abram A. Niemela, Licensed Land Surveyor Q w B�uD LL X In witness whereof said Spaeth Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 Signed: Spaeth Development, LLC STATE OF MINNESOTA r\ennern a. -)poern, rresiaenr COUNTY OF This instrument was acknowledged before me this day of 20 by Kenneth J. Spaeth, President of Spaeth Development, LLC, a Minnesota limited liability company, on behalf of the company. STATE OF MINNESOTA COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Abram A. Niemela, Land Surveyor, Minnesota License No. 48664. Signature Name Printed Notary Public, County, Minnesota My Commission Expires CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of SPAETH INDUSTRIAL PARK 3RD ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of SPAETH INDUSTRIAL PARK 3RD ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDI TOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Wright County Auditor/Treasurer By: Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day Of , 20 at o'clock M., and was duly recorded in Cabinet No. , Sleeve , as Document No. Wright County Recorder (5ignature) Name Printed Notary Public, County, Minnesota My Commission Expires I, Abram A. Niemela, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Abram A. Niemela, Licensed Land Surveyor Minnesota License No. 48664 STATE OF MINNESOTA COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Abram A. Niemela, Land Surveyor, Minnesota License No. 48664. Signature Name Printed Notary Public, County, Minnesota My Commission Expires CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of SPAETH INDUSTRIAL PARK 3RD ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of SPAETH INDUSTRIAL PARK 3RD ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDI TOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Wright County Auditor/Treasurer By: Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day Of , 20 at o'clock M., and was duly recorded in Cabinet No. , Sleeve , as Document No. Wright County Recorder City Council Agenda: 04/25/2022 2H. Consideration of adopting Resolution 2022-47 calling for a Public Hearing regarding the establishment of Tax Increment Financing District No. 1-46 within the Central Monticello Redevelopment Project No. 1 and the proposed adoption of the Tax Increment Financing Plan for the District Prepared by: Meeting Date: ® Consent Agenda Item Economic Development Manager 04/25/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-47 calling for a Public Hearing on June 27, 2022 regarding the proposed establishment of Economic Development Tax Increment Financing (TIF) District No. 1- 46 within the Central Monticello Redevelopment Project No. 1 and the proposed adoption of the Tax Increment Plan for the District. REFERENCE AND BACKGROUND The City Council is asked to consider adopting Resolution 2022-47 calling for a Public Hearing related to the proposed establishment of a new Economic Development Tax Increment Financing (TIF) District, 1-46, within the Central Monticello Redevelopment Project Area No. 1, and the proposed adoption of the Tax Increment Plan for the District. Wiha Tools recently submitted a TIF Application for review and discussion at the April 13, 2022 EDA meeting. The EDA adopted the resolution requesting that City Council call for the Public Hearing. The TIF application and related exhibits materials are attached to this report. Willi Hahn Corporation, USA, dba Wiha Tools, is a unit of a German -based international manufacturer and distributor of quality hand tools used by contractors. The company is proposing to construct a new 60,000 to 70,000 square foot industrial facility on a vacant 12 - acre parcel along 7th Street East. The firm's operations are currently located in a 26,475 square foot building located at 1348 Dundas Circle. Wiha Tools has been operating from this location in Monticello since 1996, and they expanded that building in 2004. A building (11,500 square feet; address 1347 Dundas Circle) across the street from the main facility was also purchased in 2005. This building houses the administrative office and finance staff. It too was expanded in 2014. Due to continued steady growth, Wiha Tools has determined it needs to nearly double its space to meet growing customer demand and its current facilities are inadequate to support the expected growth. The proposed new development site along 7th Street East is large enough to accommodate a City Council Agenda: 04/25/2022 second phase expansion in the future (approximately 5 or 6 years after building completion) increasing the building to 120,000 +/- square feet. The estimated cost for phase 1 of the proposal is $11,800,000 +/-, including nearly $2,000,000 of new equipment. The company currently employs 64 FTE and plans to add 59 new FTE staff with the expansion proposal. Project sources and uses provided by Wiha Tools shows the various proposal components. The total project cost is $11,800,000. In addition to TIF assistance, City staff suggested involving several other programs as potential gap funding solutions. Those economic development assistance tools include: MN -DEED -Job Creation Fund (JCF) Grant program MN -DEED - Minnesota Investment Fund (MIF) Program Greater Monticello Enterprise Fund (GMEF) Loan Program Staff held several meetings with MN -DEED managers reviewing the potential role that the JCF or MIF programs can play in the proposed development. As noted in the TIF application, Wiha Tools indicated that without TIF and other assistance for the project, and more specifically help to write down the land purchase costs, site preparation and grading components, the proposed expansion will not proceed. Alternatives for the company would be to continue to operate from its current site and find additional space to rent. Currently, there are no available 40,000 to 50,000 +/- square foot buildings for rent in the City of Monticello. The company's ideal 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. Staff developed a scoring system to evaluate the merits of economic development projects. It has been used consistently since 2016. Based on the metrics, the score for the Wiha Corp development proposal is 34.5. The fact that Wiha Toos is adding a sizeable new building with a projected value of $6,800,000 +/-, which is expected to increase the tax base and add 59 new jobs, contributes to the attractive score. 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 Council recently (April 11, 2022) established an Economic Development TIF District (#1- 44) as part of Washburn Computer Group's proposed 45,000 square foot expansion. For Economic Development TIF District, the increment assistance is commonly used to help write down land purchase costs and cover site preparation expenses. Should the City Council call for a hearing, City staff and consultants will continue work tasks related to review of the TIF application materials and financial analysis and preparation of the City Council Agenda: 04/25/2022 plan and legal documents associated with the establishment of the TIF District. Land use applications for the proposed development will also be required and reviewed by the Planning Commission and the City Council. Budget Impact: The budgetary impact related to EDA consideration of Resolution 2022- 47 asking the City Council to call for a public hearing related to establishment of an Economic Development TIF District is minimal. Wiha submitted the required TIF application fee of $12,500 to cover consultant fees related to the TIF review process. Costs incurred over and above the fee deposit will be invoiced to Wiha Tools. The budget impact of the development proposal itself is positive in that the tax increment generated via the new development will be structured as a PAYGO and be paid out over the life of the TIF District. Eligible costs incurred by Wiha Tools will be reimbursed through the increment payments over the life of the TIF District (potential of 9 years). The potential annual property taxes at the time of TIF District decertification may be between $100,000 to $170,000 depending on when a Phase II building component is completed. About 34% of that figure goes to the City. II. Staff Workload Impact: The Economic Development Manager and the Community Development Director have been involved in the initial work tasks related to the Wiha expansion proposal. Several meetings were held with the company, the Economic Development Manager, and MN -DEED representatives discussing potential state assistance to support the expansion. It should be noted that if the City Council approves moving forward with the TIF assistance, a sizeable number of action steps and tasks lie ahead for the for the proposal. A TIF review and approval calendar is included illustrating the key milestones. A projection of the number of hours that will be allocated to the proposal is approximately 65 to 75. As part of the TIF Plan preparation, Northland Securities, Inc. (NS) will perform an analysis of the proposed financing and the critical "but for" test (but for the TIF assistance, the proposal would not move forward). III. COMPREHENSIVE PLAN IMPACT: Continuing to support Monticello industrial firms who meet the City's goals for employment and tax base is consistent with the Monticello 2040 Value Statement of "A diversified and strong local economy competitive at regional, state and national levels." The Monticello 2040 + Plan's Economic Development Chapter includes numerous statements aligning with this proposed expansion, including those for business retention, reinvestment, tax base expansion and workforce development. City Council Agenda: 04/25/2022 STAFF RECOMMENDED ACTION Staff recommends that the City Council take the next step by adopting Resolution 2022-47 calling for the Public Hearing. The TIF Application materials submitted by Wiha Tools indicate that it is seeking assistance to fill a funding gap and asking for TIF assistance to proceed with the proposed development that will solve its space needs. Wiha Tools is also proposing to create 59 new FTE jobs and eventually increase its annual payroll by approximately $3,500,000 annually with its new staffing levels. If the City Council adopts Resolution 2022-47, the public hearing will allow for public comment ahead of the City Council review and consideration of the critical "but for" financial analysis and the TIF Plan which NSI will prepare as part of the final TIF District step. SUPPORTING DATA A. Resolution 2022-47 B. Wiha Tools TIF Application with Attachments C. TIF No. 1-46 Review and Approval Calendar D. Aerial Photo of proposed new facility development site E. Wiha Tools Facility Proposal Point Score Analysis CITY OF MONTICELLO WRIGHT COUNTY STATE OF MINNESOTA RESOLUTION 2022-47 RESOLUTION CALLING PUBLIC HEARING ON THE PROPOSED ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO. 1-46 WITHIN THE CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1, AND THE PROPOSED ADOPTION OF THE TAX INCREMENT FINANCING PLAN RELATING TO TAX INCREMENT FINANCING DISTRICT NO. 1-46 BE IT RESOLVED by the City Council (the "Council") of the City of Monticello, Minnesota (the "City"), as follows: 1. Public Hearing. This Council shall meet on or after Monday, June 27, 2022, at approximately 6:30 p.m., to hold a public hearing on the proposed establishment of Tax Increment Financing District No. 1-46 (the "TIF District") within the Central Monticello Redevelopment Project No. 1, and the proposed adoption of the Tax Increment Financing Plan relating to the TIF District, all pursuant to and in accordance with Minnesota Statutes, Sections 469.090 through 469.1081, as amended, and Sections 469.174 through 469.1794, as amended (collectively, the "Act"). 2. Notice of Hearing; Filing of TIF Plan. The City Clerk is hereby authorized to cause a notice of the hearing, substantially in the form attached hereto as Exhibit A, to be published as required by Section 469.175, Subdivision 3 of the Act, to place a copy of the proposed Tax Increment Financing Plan for the TIF District on file in the City Clerk's Office at City Hall, and to make such copies available for inspection by the public. 3. Consultation with Other Taxing Jurisdictions. The City Clerk is hereby directed to mail a notice of the public hearing and a copy of the proposed Tax increment Financing Plan for the TIF District to Wright County and Independent School District No. 882, informing those taxing jurisdictions of the estimated fiscal and economic impact of the TIF District. Adopted by the City Council of the City of Monticello, Minnesota, this 25th day of April 2022. Mayor ATTEST: City Clerk MN190\173\789807.v1 Exhibit A 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. 1-46 (the "TIF District") within the Central Monticello Redevelopment Project No. 1, and the proposed approval of a Tax Increment Financing Plan (the "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. [insert 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 City Clerk 2 MN190\173\789807.v1 CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY BUSINESS SUBSIDY APPLICATION BUSINESS ASSISTANCE FINANCING Legal name of applicant: Willi Hahn Corporation Address: 1348 Dundas Circle, Monticello, MN 55362 Telephone number: Name of contact person: 763-295-6591 Eric Iverson 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. 5. 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. b. 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. SIGNATURE Applicant's signature: Date: CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY Application for Business Assistance Financing GENERAL INFORMATION: Business Name. Willi Hahn Corporation Date: April 5, 2022 Address: 1348 Dundas Circle, Monticello, MN 55362 Type (Partnership, etc.): Corporation Authorized Representative: Eric Iverson Description of Business: Distributor of small hand tools Legal Counsel: Mark Hart at Courey, Kosanda & Zimmer, PA Address: 505 Hwy 169 N, Suite 350, Minneapolis MN 55441 FINANCIAL BACKGROUND: 1. Have you ever filed for bankruptcy? IRS 2. Have you ever defaulted on any loan commitment? 11 3. Have you applied for conventional financing for the project? No 4. List financial references: a. US Bank b. C. 2 Phone: 763-271-4528 Phone: 763-398-0062 5. Have you ever used Business Assistance Financing before? If yes, what, where and when? PROJECT INFORMATION: 1. Location of Proposed Project: East 7th Street in Monticello No 2. Amount of Business Assistance requested? $2,438,000 3. Need for Business Assistance: Growth of business requiring expansion 4. Present ownership of site: Ron Maas 5. Number of permanent jobs created as a result of project? Expect additional 50-75 jobs within 5 years 6. Estimated annual sales: Present: $36,000,000 Future: $70,000,000 (5 years) 7. Market value of project following completion: After Phase i should be approximately $5,000,000 Phase II expected to add an additional $5,500,000+ 8. Anticipated start date: Summer 2022 - Land Close Completion Date: Winter 2023 Fall 2022 - Land grading Spring 2023 - Building construction 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 $800,000 $1,638,000 3 2. Source of financing: a. Private financing institution b. Tax increment funds c. Other public funds $ $5,000,000 *See Letter of Intent for Financing Information $2,438,000 $1,160,000 d. Developer equity $3,220,000 PLEASE INCLUDE: 1. Preliminary financial commitment from bank. 2. Plans and drawing of project. 3. Background material of company. 4. Pro Forma analysis. S. Financial statements. 6. Statement of property ownership or control. 7. Payment of application fee of $14,4AOr effective 1-1-2022 fee is $12,500 • w7ha�R Tools that work for you April 4, 2022 Willi Hahn Corporation USA 1348 Dundas Circle Monticello, MN 55362 City of Monticello 505 Walnut St Ste 1 Monticello, MN 55362 To whom it may concern, This letter is to inform the City of Monticello, in coordination with the Tax Incentive Financing (TIF) application, that we are finalizing approvals from our parent company in Germany to purchase land in Monticello. Once we receive the internal approval for the land purchase, which we are expecting to obtain by Friday, April 8, we intend to make a competitive offer on the parcel with hopes that a finalized purchase agreement is in place within a couple weeks. We anticipate no issues in the negotiation process that would cause us to note come into possession of the property. The land acquisition and building construction will be financed through multiple means. We intend to utilize various state and local incentive programs that will help us create multiple jobs for the area. Outside of the incentive process, we are planning to mainly rely on internal financing through our parent company. They have a revolving line of credit with a local bank that they can draw on, which they have agreed to do and pass on to us in the form of an intercompany loan. This loan will be paid back using the same method as a conventional mortgage loan and will be at the rate that they are able to borrow the funds at, so long as that rate is at or above the applicable federal rate (AFR) for intercompany loans agreed to by the Internal Revenue Service. Please do not hesitate to contact me with any questions. Thank you, Eric Iverson Chief Financial Officer Willi Hahn Corporation USA Willi Hahn Corporation USA 1348 Dundas Circle Monticello, MN 55362 Phone: 800-494-6104 Fax: 800-494-7456 www.wihatools.com Business Subsidy Application 1. See Below f] 2. We anticipate building a 60,000 square foot facility (Phase 1), with further plans to increase the size to 120,000 in the future (60,000 square feet as Phase 11) as business growth dictates the need. We will use the facility for light manufacturing, which will mainly include light assembly and shipping of finished products. We anticipate starting the project in the late Spring of 2023 with completion in late 2023. The market value will be approximately $4.5M for the Phase I, with an additional $4.5M -$5M once Phase II is completed. Anticipated traffic flow is as follows: a. Currently 75 personal cars daily for employees, with future state in 5 years closer to 150 cars b. Currently 10 LTL semi -trucks per week on average — expect this to approximately double in five years c. Currently 2-3 smaller parcel trucks per day, which should stay fairly consistent with increase in business d. Owned box truck is expected to have two deliveries per week 3. The land is currently zoned IBC and approved for Light Industrial Use. We intend to use the site for light assembly and distribution in the near future, with the potential to include injection molding and steel machining / heat treating in the future, which both fall under the Light Industrial Use designation. 4. The incremental assistance is required for us to move forward with the project 5. Assuming the anticipated growth, we expect the property value to increase to approximately $9M within five years after the project is completed (which assumes Phase I and Phase II are both completed). Within that same five-year period, we anticipate adding at least 50 full-time blue-collar jobs and 10-15 white collar jobs. We also partner with Monticello High School to offer a work program which we intend to grow from our current roster of 4 students to over 15 students. The breakdown on the expected wages are as follows: a. Minimum starting wage for inexperienced blue-collar full-time employees is $16 per hour, plus comprehensive benefits and bonus potential i. Average hourly wage for blue collar employees is currently $18 per hour plus benefits/ bonus potential b. Most white-collar employees can expect an annual salary in excess of $50,000 plus benefits/ bonus potential 6. We are anticipating that Kinghorn Construction, a family-owned company based in Rogers, MN, will be coordinating all construction / development activities. Kinghorn was established in 1979 and has done multiple commercial buildings and warehouses throughout the immediate area. Kinghorn built our current main facility and completed a building addition as well. Some of the other past projects include (details at kinghornconstruction.com): a. Delta Modtech in Ramsey, MN b. Clam Outdoors in Rogers, MN c. Northwest Machine in Rogers, MN d. FedEx distribution center in Rogers, MN e. Westbrook Community Church in Chaska, MN About Wiha Tools Founded in 1939, Wiha has become a leading global manufacturer of hand tools and solutions for professional tradespeople and industrial markets. Currently, over 1,400 Wiha employees manufacture and market award-winning Wiha premium tools. A host of awards underline that Wiha has set the standard in functionality, design, and quality. Willi Hahn Corporation USA, dba Wiha Tools and in operation since 1985, is a wholly owned subsidiary of Wiha Werkzeuge Gmbh Schonach, Germany. Wiha Tools USA is the largest Wiha subsidiary, offering over 3,500 products from our Monticello, Minnesota-based North American Headquarters. Wiha USA services North, Central, and South America. With over 80 years of manufacturing experience, Wiha has become a world leader in producing premium quality German hand tools focusing on application -driven design, engineered specifically for professional tradespeople. Wiha's commitment is to premium quality, innovation, and unparalleled customer service. As a TOP 100 most innovative medium-sized German enterprise, the family-owned company received the Manufacturing Excellence Award (MX Award) as the best German SME (Small Medium Enterprise). Wiha is the first-hand tool manufacturer in the world to receive the internationally recognized AGR (Aktion Gesunder Rucken) seal of approval. Wiha's innovative approach offers real added value and user benefits in increased efficiency and everyday work functionality. 4/7/22, 10:35 AM wihao %.I. that w for you About Wiha — who we are About Wiha Wiha is one of the world's leading manufacturers of hand tools for professional use in trade and industry. Founded over 80 years ago as a small family run business, today, Wiha is a globally active company, still owner -operated by the Hahn family. https://www.wiha.com/gb/en/company/about-wiha/ f "tit. 4/7/22, 10:32 AM I.— Iv —Ilk for val. Wiha's company history Wiha's company history 80 years of company history- 80 years of developing ideas to simplify & improve the professional's everyday life wor Founded in 1939 as a small family run business, Wiha now supports users with around 10,000 listed precision tools positioned itself as a driver of innovation in the market. https://www.wiha.com/gb/en/company/history/ 1/3 4/7/22,10:32 AM W hal R ,o.,A,w..o�,o.Y- Wiha's company history which offer sufficient potential for constant growth. This approach paired with the Black Forest passion for ideas, c precision, has been the driver for past and future growth steps. 1939 Willi Hahn GmbH & Co. KG established in Wuppertal 1943 Company relocated to Schonach in the Black Forest due to the war 1947 Screwdriver production starts 1966 Zweig production plant acquired in nearby Monchweiler 1976 Wilfried Hahn takes over executive management, the 2nd generation of the Hahn family to lead the comp https://www.wiha.com/gb/en/company/history/ 2/3 4/7/22,10:32 AM Wiha's company history whill �R Toole fxt wore for you 2006 the UK, Singapore and the Nordic region, also purchased Kunststoffwerk AG Buchs, Switzerland 2006 Further strategic expansion of the Wiha Group with the foundation of Wiha Nordic, Vietnam, Thailand, Ind Pacific 2010 2011 Wilhelm Hahn is the 3rd generation to join executive management 2014 New segment -oriented direction in strategy to focus market development on defined user segments 2015 Wiha electrician cases become pioneers in the new Wiha competence systems 2016 Wiha Finland established, Wiha is the first hand tool manufacturer to receive the AGR seal 2017 The new bit concept extends the expertise and concept approach within the Wiha range, Wiha extends it production sites in Germany, Poland and Vietnam 2018 The world's first e -screwdriver speedE® from Wiha revolutionises manual screwdriver use https://www.wiha.com/gb/en/company/history/ 3/3 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S M T W T F S 1 2 3 4 5 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 S M T W T F S 1 2 3 4 5 6 7 8 9 10M 12 13 14 15 16 17 18 19 20 21 22 23 24M 26 27 28 29 30 31 City of Monticello Central Monticello Redevelopment Project No. 1 Establishment of Tax Increment Financing District No. TIF 1-44 Economic Development TIF District Project Shepherd - Bowers Site Public Hearing on June 27 April 13 EDA request City Council call for hearing April 25 City Council calls for public hearing May 27 Last day for notice and TIF plan and fiscal implications to County and School District June 7 Planning Commission review June 13 Last day to submit notice to newspaper June 16 Publication date for hearing notice June 22 EDA approval of TIF subject to City Council approval June 27 Public hearing and establishment of TIF District June 29 Request certification by County June 30 Certification of TIF District Date July 8 Submit plan to State Notes: 1 Denotes City Council meeting dates 2 Denotes EDA meeting dates 4 Denotes Planning Commission meeting date 5 City publication dates need to be confirmed and added to calendar NORTHLAND PUBLIC FINANCE TIF for Economic Development 4/5/2022 T0.1 -I 11hr Bea I fJ n n Wright County, MN Overview Date created: 4/20/2022 Last Data U ploaded: 4/20/2022 10:19:29 AM Developed byLA Schneider w Gf O5PATIAL Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy US Hwy City/Township Limits ❑ c ❑ t ❑� Parcels 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 City Council Agenda: 04/25/2022 21. Consideration of terminating the month-to-month lease agreements with Reagan Outdoor Advertising and Lamar Advertising for billboard signs located on EDA owned property, Outlot A, Country Club Manor Prepared by: Meeting Date: ® Consent Agenda Item Economic Development Manager 04/25/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City City Administrator Clerk ACTION REQUESTED Motion to approve terminating the month-to-month lease agreements with Reagan Outdoor Advertising and Lamar Advertising for billboard signs on EDA owned property, Outlot A, Country Club Manor. REFERENCE AND BACKGROUND The City Council is asked to consider formally terminating the recently approved month-to- month lease agreements with Lamar Companies and Reagan Outdoor Advertising for billboard signs on EDA owned property described as Outlot A, Country Club Manor. The two companies currently lease four large sign structures (two by Lamar and two by Reagan) on this property. Month-to-month lease agreements were approved by the City and the EDA in November 2021. The month-to-month format was chosen to allow the lease agreements to be terminated when the multi -family housing development concept that Headwaters Development has proposed for the 16.03 -acre site is ready to move forward. With the termination officially acted on, the next development review steps can move forward without concern of being impeded by the lease agreements. The EDA is the owner of record of the Outlot A, Country Club Manor parcel. The City received the 16.71 -acre parcel through tax forfeiture many years ago. It then transferred the property to the HRA. When the EDA was formed as a dual purpose -powers HRA -EDA in the early 2000s, it received its interest/rights in the parcel. Budget Impact: The city attorney prepared the termination notice provided to the two sign companies in early April. Those charges are currently being covered by the City as they have been receiving the monthly lease payments. If it is determined that some or a portion of those charges are to be assigned to the EDA, there are sufficient dollars budgeted in the 2022 EDA General fund to cover them. City Council Agenda: 04/25/2022 II. Staff Workload Impact: The staff impact of terminating the billboard leases has modest staff impact. The city attorney drafted the letters to each of the billboard companies notifying them of the termination decision. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends terminating the leases with Reagan Outdoor Advertising and Lamar Advertising. The city attorney drafted and sent the billboard lease agreement termination notices to the two sign companies. The City Council is asked to officially terminate the lease agreements as a formal body and as the signer to the original lease agreements and the more recent month-to-month lease agreements. The EDA also acted to terminate the month-to- month Lease Agreements since it holds the title to the property. Formal termination by the boards addresses legal aspects relating to the Lease Agreements and the participating signatories to the documents. SUPPORTING DATA A. Billboard Termination Letters B. Month -to -Month Billboard Lease Agrmts. w/ Lamar Companies and Reagan Outdoor Advert C. Aerial Photo of 16.71 -acre site and Aerial showing the Billboard Sign Structures D. Quit Claim Deed conveying property to EDA Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick David S. Kendall Henry A. Schaeffer, III Alina Schwartz Shana N. Conklin James J. Monge, III Jerome M. Porter Leah C.M. Koch Meagan K. Kelley Benjamin J. Colburn Jared D. Shepherd Thomas J. Campbell* Roger N. Knutson* *Retired Grand Oak Office Center 1 860 Blue Gentian Road Suite 290 Eagan, Minnesota 55121 Main: 651-452-5000 Fax: 651-234-6237 www.ck-law.com CAMPBELL KNUTSON April 1, 2022 Mr. Carter Clarke Reagan Outdoor Advertising 3185 41St Street NW, Suite 20 Rochester, MN 55901 Re: Outdoor Advertising Sign Lease Agreements Lease Nos. L501876 and L501877 Dear Mr. Clarke: As you know, this office represents the City of Monticello. Pursuant to the Lease Agreements, referenced above, please consider this letter as the City's 30 -day written notice to you of its non -renewal of both leases. Both sign leases will terminate on June 1, 2022. Pursuant to the Leases, it is your obligation to remove all structures, equipment and materials placed upon the premises within 15 days of termination of the lease renewal and restore the surface of the premises to its original condition. Should you have any questions, or wish to discuss this correspondence, please give me a call at (651) 234-6219. Thank you for your prompt attention to this matter. Sincerely, CAMPBELL KNUTSON Professional Association ;2 oeJ. Jamnik JJJ/jmo Cc: Rachel Leonard, City Administrator Angela Schumann, Community Development Director Sarah Rathlisberger, CPFO, Finance Director 221259v1 Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick David S. Kendall Henry A. Schaeffer, III Alina Schwartz Shana N. Conklin James J. Mong6, III Jerome M. Porter Leah C.M. Koch Meagan K. Kelley Benjamin J. Colburn Jared D. Shepherd Thomas J. Campbell* Roger N. Knutson* *Retired Grand Oak Office Center 1 860 Blue Gentian Road Suite 290 Eagan, Minnesota 55121 Main: 651-452-5000 Fax: 651-234-6237 w .ck-law.com CAMPBELL KNUTSON April 1, 2022 Mr. Don Laubach Lamar Outdoor Advertising Company P.O. Box 865 St. Cloud, MN 56302 Re: Sign Location Renewal Leases Lease Nos. 265-01 and 8022-01 (Outlot A, Country Club Manor, along Interstate 94) Dear Mr. Laubach: As you know, this office represents the City of Monticello. Pursuant to the Sign Location Lease Renewal Agreements for Lease Nos. 8021-01 and 8022-01, please consider this letter as the City's 30 -day written notice to you of its non -renewal of both leases. Both sign leases will terminate on June 1, 2022. Pursuant to paragraph 3 of the Lease Renewal, it is your obligation to remove all structures, equipment and materials placed upon the premises within 30 days and restore the surface of the premises to its original condition. Should you have any questions, or wish to discuss this correspondence, please give me a call at (651) 234-6219. Thank you for your prompt attention to this matter. Sincerely, CAMPBELL KNUTSON Professional Association t oel J. Jamnik JJJ/jmo Cc: Rachel Leonard, City Administrator Angela Schumann, Community Development Director Sarah Rathlisberger, CPFO, Finance Director 221257v1 Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick David S. Kendall Henry A. Schaeffer, III Alina Schwartz Shana N. Conklin James J. Monge, III Jerome M. Porter Leah C.M. Koch Meagan K. Kelley Benjamin J. Colburn Jared D. Shepherd Thomas J. Campbell* Roger N. Knutson* *Retired Grand Oak Office Center 1 860 Blue Gentian Road Suite 290 Eagan, Minnesota 55121 Main: 651-452-5000 Fax: 651-234-6237 www.ck-law.com CAMPBELL KNUTSON April 5, 2022 CORRECTED TERMINATION LETTER Mr. Don Laubach Lamar Outdoor Advertising Company P.O. Box 865 St. Cloud, MN 56302 Re: Sign Location Renewal Leases Lease Nos. 265-01 and 8022-01 (Outlot A, Country Club Manor, along Interstate 94) Dear Mr. Laubach: Our office previously mailed a lease termination letter to you. However, we inadvertently listed the wrong lease number in the body of the letter. This letter is our Corrected Lease Termination Notice to you on behalf of the City of Monticello. Pursuant to the Sign Location Lease Renewal Agreements for Lease Nos. 265-01 and 8022-01, please consider this letter as the City's 30 -day written notice to you of its non -renewal of both leases. Both sign leases will terminate on June 1, 2022. Pursuant to paragraph 3 of the Lease Renewal, it is your obligation to remove all structures, equipment and materials placed upon the premises within 30 days and restore the surface of the premises to its original condition. Should you have any questions, or wish to discuss this correspondence, please give me a call at (651) 234-6219. Thank you for your prompt attention to this matter. Sincerely, CAMPBELL KNUTSON Professional Association 36el J. JJJ/jmo Cc: Rachel Leonard, City Administrator Angela Schumann, Community Development Director Sarah Rathlisberger, CPFO, Finance Director 221257v2 THE Lamar Co # 157 This Instrument Prepared by: James R. McIlwain 5321 Corporate Boulevard Baton Rouge, Louisiana 70808 James R. McIlwain COMPANIES SIGN LOCATION LEASE RENEWAL New _XXX Renewal 8022-01 Lease # THIS LEASE AGREEMENT, made this 1" day of January, 2022, by and between the CITY OF MONTICELLO (EDA) (hereinafter referred to as "Lessor") and THE LAMAR COMPANIES (hereinafter referred to as "Lessee"), provides WITNESSETH "LESSOR hereby leases to LESSEE, its successors or assigns, as much of the hereinafter described lease premises as may be necessary for the operation, and repair of an existing outdoor advertising structure ("sign"), including necessary structures, advertising devices, utility service, power poles, communications devices and connections, with the right of access to and egress from the sign by LESSEE'S employees, contractors, agents and vehicles and the right to survey, post, illuminate and maintain advertisements on the sign, and to modify the sign to have as many advertising faces, including changeable copy faces or electronic faces, as are allowed by local and state law, and to maintain telecommunications devices or other activities necessary or useful in LESSEE'S use of the sign. Any discrepancies or errors in the location and orientation of the sign are deemed waived by LESSOR upon LESSOR'S acceptance of the first rental payment due after the construction of the sign. The premises are a portion of the property located in the County of WRIGHT, State of MINNESOTA, more particularly described as: (CITY OF MONTICELLO) COUNTRY CLUB MANOR OUTLOT A, LOCATION ALONG INTERSTATE 94 (EXHIBIT A) 1.25 MI. W/O EXIT @ MM 192.63 N/L, TWP 121N, RANGE 25W, SECT 33. [PROVIDE UPDATED EXHIBIT] 1. This Lease shall be for a term of one (1) month commencing on the first day of the calendar month following the date of completion of construction of the sign, or, if this is a renewal Lease, the term and payments begin January 1, 2022 ("commencement date"). Following the initial term, this Lease shall renew on a month to month basis. Said renewal term shall automatically go into effect unless either party shall give the other party written notice of non -renewal at least thirty (30) days prior to the expiration of the then current term. 2. LESSEE shall pay to LESSOR a monthly rental of TWO -HUNDRED AND NO/100ths ($200.00) Dollars, payable in advance, with the first installment due on the 1St day of January 2022. Rent shall be considered tendered upon due mailing or attempted hand delivery during reasonable business hours at the address designated by LESSOR. Should LESSEE fail to pay rent or perform any other obligation under this lease within thirty (30) days after such performance is due, LESSEE will be in default under the lease. In the event of such default, LESSOR must give LESSEE written notice by certified mail and allow LESSEE thirty (30) days thereafter to cure any default. 3. LESSOR agrees not to erect or allow any other off -premise advertising structure(s), other than LESSEE'S, on property owned or controlled by LESSOR within two thousand (2000) feet of LESSEE'S sign, except for those previously existing off - premise advertising structure(s). LESSOR further agrees not to erect or allow any other obstruction of highway view or any 217789v8 vegetation that may obstruct the highway view of LESSEE'S sign. LESSEE is hereby authorized to remove any such other advertising structure, obstruction or vegetation at LESSEE'S option. 4. LESSEE may terminate this lease upon giving thirty (30) days written notice in the event that the sign becomes entirely or partially obstructed in any way or in LESSEE'S opinion the location becomes economically or otherwise undesirable. If LESSEE is prevented from constructing or maintaining a sign at the premises by reason of any final governmental law, regulation, subdivision or building restriction, order or other action, LESSEE may elect to terminate this lease. In the event of termination of this Lease prior to expiration, LESSOR will return to LESSEE any unearned rentals on a pro rata basis. 5. All structures, equipment and materials placed upon the premises by the LESSEE or its predecessor shall remain the property of LESSEE and must be removed by LESSEE within thirty (30) days of termination of this lease renewal. At the termination of this lease, LESSEE agrees to restore the surface of the premises to its original condition. 6. The LESSEE shall have the right to make any necessary applications with, and obtain permits from, governmental bodies for the construction and maintenance of LESSEE'S sign, at the sole discretion of LESSEE. All such permits and any nonconforming rights pertaining to the premises shall be the property of LESSEE. 7. LESSOR represents that he is the owner or lessee under written lease of the premises and has the right to make this agreement and to grant LESSEE free access to the premises to perform all acts necessary to exercise its rights pursuant to this lease. LESSOR is not aware of any recorded or unrecorded rights, servitudes, easements, subdivision or building restrictions, or agreements affecting the premises that prohibit the erection, posting, painting, illumination or maintenance of the sign. 8. In the event of any change of ownership of the property herein leased, LESSOR agrees to notify LESSEE promptly of the name, address, and phone number of the new owner, and LESSOR further agrees to give the new owner formal written notice of the existence of this lease and to deliver a copy thereof to such new owner at or before closing. In the event that LESSEE assigns this lease, assignee will be fully obligated under this Lease and LESSEE will no longer be bound by the lease. This lease is binding upon the personal representatives, heirs, executors, successors, and assigns of both LESSEE and LESSOR. 9. In the event of condemnation of the subject premises or any part thereof by proper authorities, or relocation of the highway, the LESSOR grants to the LESSEE the right to relocate its sign on LESSOR'S remaining property adjoining the condemned property or the relocated highway. Any condemnation award for LESSEE'S property shall accrue to LESSEE. 10. LESSEE agrees to indemnify LESSOR from all claims of injury and damages to LESSOR or third parties caused by the installation, operation, maintenance, or dismantling of LESSEE'S sign during the term of this lease. LESSEE further agrees to repair any damage to the premises or property at the premises resulting from the installation, operation, maintenance, or dismantling of the sign, less ordinary wear and tear. 11. LESSOR agrees to indemnify LESSEE from any and all damages, liability, costs and expenses, including attorney's fees, resulting from any inaccuracy in or nonfulfillment of any representation, warranty or obligation of LESSOR herein. 12. If required by LESSEE, LESSOR will execute and acknowledge a memorandum of lease suitable for recordation. In addition to the foregoing, LESSOR authorizes and appoints LESSEE as LESSOR'S agent, representative, and attorney in fact for the limited purpose of executing on behalf of LESSOR such memorandum of lease and any amended memoranda of lease that are necessary or desirable to correct, amend, or supplement any matter set forth in such memorandum. LESSOR further authorizes LESSEE to perform all acts that are incidental to or necessary for the execution and recordation of such memorandum or memoranda. 13. This Lease is NOT BINDING UNTIL ACCEPTED by the General Manager of a Lamar Advertising Company. LESSEE: THE LAMAR COMPANIES LESSOR: CITY OF MONTICELLO BY: MARK D. DEVORE VICE-PRESIDENT/GENERAL MANAGER DATE: 217789v8 BY: BY: DATE: Address of LESSEE: PO Box 865 St. Cloud, MN 56302 Witnesses (LESSEE) 217789v8 763-271-3211 LESSOR'S TELEPHONE NUMBER 41-60005385 LESSOR'S SOCIAL SECURITY NUMBER / EMPLOYER IDENTIFICATION NUMBER W-9 Name (as shown on your Income Tax Return) 155-033-900010 Tax ID Parcel # (for land on which sign is located) Address of LESSOR: 505 Walnut Street Monticello, MN 55362 Witnesses (LESSOR) THE Lamar Co # 157 This Instrument Prepared by: James R. McIlwain 5321 Corporate Boulevard Baton Rouge, Louisiana 70808 James R. McIlwain COMPANIES SIGN LOCATION LEASE RENEWAL New _XXX Renewal 265-01 Lease # THIS LEASE AGREEMENT, made this 1" day of January, 2022, by and between the CITY OF MONTICELLO (EDA) (hereinafter referred to as "Lessor") and THE LAMAR COMPANIES (hereinafter referred to as "Lessee"), provides WITNESSETH "LESSOR hereby leases to LESSEE, its successors or assigns, as much of the hereinafter described lease premises as may be necessary for the operation and repair of an existing outdoor advertising structure ("sign"), including necessary structures, advertising devices, utility service, power poles, communications devices and connections, with the right of access to and egress from the sign by LESSEE'S employees, contractors, agents and vehicles and the right to survey, post, illuminate and maintain advertisements on the sign, and to modify the sign to have as many advertising faces, including changeable copy faces or electronic faces, as are allowed by local and state law, and to maintain telecommunications devices or other activities necessary or useful in LESSEE'S use of the sign. Any discrepancies or errors in the location and orientation of the sign are deemed waived by LESSOR upon LESSOR'S acceptance of the first rental payment due after the construction of the sign. The premises are a portion of the property located in the County of WRIGHT, State of MINNESOTA, more particularly described as: (CITY OF MONTICELLO) COUNTRY CLUB MANOR OUTLOT A, LOCATION ALONG INTERSTATE 94 (EXHIBIT A) 1 MI NW/O JCT HWY 25, STATE PERMIT NUMBER: 4567, PIN# 155-033-900010 [PROVIDE UPDATED EXHIBIT] 1. This Lease shall be for a term of One (1) month commencing on the first day of the calendar month following the date of completion of construction of the sign, or, if this is a renewal Lease, the term and payments begin January 1, 2022 ("commencement date"). Following the initial term, this Lease shall renew on a month to month basis. Said renewal term shall automatically go into effect unless either party shall give the other party written notice of non -renewal at least thirty (30) days prior to the expiration of the then current term. 2. LESSEE shall pay to LESSOR a monthly rental of TWO -HUNDRED AND NO/100ths ($200.00) Dollars, payable in advance, with the first installment due on the Pt day of January, 2022. Rent shall be considered tendered upon due mailing or attempted hand delivery during reasonable business hours at the address designated by LESSOR. Should LESSEE fail to pay rent or perform any other obligation under this lease within thirty (30) days after such performance is due, LESSEE will be in default under the lease. In the event of such default, LESSOR must give LESSEE written notice by certified mail and allow LESSEE thirty (30) days thereafter to cure any default. 3. LESSOR agrees not to erect or allow any other off -premise advertising structure(s), other than LESSEE'S, on property owned or controlled by LESSOR within two thousand (2000) feet of LESSEE'S sign, except for those previously existing off - premise advertising structures. LESSOR further agrees not to erect or allow any other obstruction of highway view or any vegetation 217786v8 that may obstruct the highway view of LESSEE'S sign. LESSEE is hereby authorized to remove any such other advertising structure, obstruction or vegetation at LESSEE'S option. 4. LESSEE may terminate this lease upon giving thirty (30) days written notice in the event that the sign becomes entirely or partially obstructed in any way or in LESSEE'S opinion the location becomes economically or otherwise undesirable. If LESSEE is prevented from constructing or maintaining a sign at the premises by reason of any final governmental law, regulation, subdivision or building restriction, order or other action, LESSEE may elect to terminate this lease. In the event of termination of this Lease prior to expiration, LESSOR will return to LESSEE any unearned rentals on a pro rata basis. 5. All structures, equipment and materials placed upon the premises by the LESSEE or its predecessor shall remain the property of LESSEE and must be removed by LESSEE within thirty (30) days of termination of this lease renewal. At the termination of this lease, LESSEE agrees to restore the surface of the premises to its original condition. 6. The LESSEE shall have the right to make any necessary applications with, and obtain permits from, governmental bodies for the construction and maintenance of LESSEE'S sign, at the sole discretion of LESSEE. All such permits and any nonconforming rights pertaining to the premises shall be the property of LESSEE. 7. LESSOR represents that he is the owner or lessee under written lease of the premises and has the right to make this agreement and to grant LESSEE free access to the premises to perform all acts necessary to exercise its rights pursuant to this lease. LESSOR is not aware of any recorded or unrecorded rights, servitudes, easements, subdivision or building restrictions, or agreements affecting the premises that prohibit the erection, posting, painting, illumination or maintenance of the sign. 8. In the event of any change of ownership of the property herein leased, LESSOR agrees to notify LESSEE promptly of the name, address, and phone number of the new owner, and LESSOR further agrees to give the new owner formal written notice of the existence of this lease and to deliver a copy thereof to such new owner at or before closing. In the event that LESSEE assigns this lease, assignee will be fully obligated under this Lease and LESSEE will no longer be bound by the lease. This lease is binding upon the personal representatives, heirs, executors, successors, and assigns of both LESSEE and LESSOR. 9. In the event of condemnation of the subject premises or any part thereof by proper authorities, or relocation of the highway, the LESSOR grants to the LESSEE the right to relocate its sign on LESSOR'S remaining property adjoining the condemned property or the relocated highway. Any condemnation award for LESSEE'S property shall accrue to LESSEE. 10. LESSEE agrees to indemnify LESSOR from all claims of injury and damages to LESSOR or third parties caused by the installation, operation, maintenance, or dismantling of LESSEE'S sign during the term of this lease. LESSEE further agrees to repair any damage to the premises or property at the premises resulting from the installation, operation, maintenance, or dismantling of the sign, less ordinary wear and tear. 11. LESSOR agrees to indemnify LESSEE from any and all damages, liability, costs and expenses, including attorney's fees, resulting from any inaccuracy in or nonfulfillment of any representation, warranty or obligation of LESSOR herein. 12. If required by LESSEE, LESSOR will execute and acknowledge a memorandum of lease suitable for recordation. In addition to the foregoing, LESSOR authorizes and appoints LESSEE as LESSOR'S agent, representative, and attorney in fact for the limited purpose of executing on behalf of LESSOR such memorandum of lease and any amended memoranda of lease that are necessary or desirable to correct, amend, or supplement any matter set forth in such memorandum. LESSOR further authorizes LESSEE to perform all acts that are incidental to or necessary for the execution and recordation of such memorandum or memoranda. 13. This Lease is NOT BINDING UNTIL ACCEPTED by the General Manager of a Lamar Advertising Company. LESSEE: THE LAMAR COMPANIES LESSOR: CITY OF MONTICELLO BY: MARK D. DEVORE VICE-PRESIDENT/GENERAL MANAGER DATE: 217786v8 BY: BY: DATE: Address of LESSEE: Po Box 865 St. Cloud, MN 56302 Witnesses (LESSEE) 217786v8 763-271-3211 LESSOR'S TELEPHONE NUMBER 41-60005385 LESSOR'S SOCIAL SECURITY NUMBER / EMPLOYER IDENTIFICATION NUMBER W-9 Name (as shown on your Income Tax Return) 1.55-033-900010 Tax ID Parcel # (for land on which sign is located) Address of LESSOR: 505 Walnut Street Monticello, MN 55362 Witnesses (LESSOR) LEASE AGREEMENT REAGAN OUTDOOR ADVERTISING This Lease Agreement (Lease #L501876) dated this this 1St day of January, 2022 is made and entered into by the CITY OF MONTICELLO (EDA) ("Lessor") and by ROA ROCHESTER, LLC, d/b/a Reagan Outdoor Advertising of Rochester ("Lessee"). Both the Lessor and Lessee acknowledge the receipt and sufficiency of good and valuable consideration and agree as follows: Lessor does hereby grant, convey and lease to Lessee and its assigns and successors, the right to use real property located in the County of State of Minnesota, otherwise known as (Site #S106946) and more particularly described as: I-94 1.lmiles west, Jct. Hwy 25 Parcel 155-033-90010 in the City of Monticello, County of Wright, State of MN (the "Premises") [PROVIDE EXHIBIT] for the purpose of operating, replacing, maintaining and servicing thereon an existing outdoor advertising structure, including such necessary devices, structures, connections, communication equipment, supports and appurtenances and wireless communications (along with all permits, licenses, certificates of use, rights of non -conforming use, and/or other tangible and intangible rights associated therewith, hereinafter referred to as the "Sign(s)") as may be desired by Lessee as well as an easement over the Premises for ingress and egress access to the Sign(s) for construction, maintenance and removal. Lessor agrees to execute all documents reasonably necessary for any governmental approval related to the construction, maintenance, removal and/or relocation of the Sign(s) and/or to permit Lessee to execute the name of Lessor as attorney- in-fact. Lessee may place on or attach to this instrument, subsequent to execution, a metes and bounds description of the location. The initial term of this Lease shall be month to month commencing on or before the 11t day of January, 2022. Lessee shall pay monthly rent to Lessor in the amount of $800.79 payable in advance, with an annual 2% increase beginning January 1St of each year. Lessee shall have the option to renew this Lease on a month to month term. This Lease shall continue in full force on the same terms and conditions for a like successive period or periods. Said renewal term shall automatically go into effect unless either party shall give the other party written notice of non -renewal at least thirty (30) days prior to the expiration of the then current term. All structures, equipment and materials placed upon the premises by the Lessee or its predecessor shall remain the property of Lessee and must be removed by Lessee within fifteen (15) days of termination of this lease renewal. At the termination of this lease, Lessee agrees to restore the surface of the premises to its original condition. If the Sign(s)' location becomes obstructed so as to lessen the advertising value of any of Lessee's Sign(s) erected on said Premises, or if traffic is diverted or reduced, or if the use of any such Sign(s) is prevented or restricted by law, or if for any reason a building permit for erection or modification is refused, this Lease may be terminated, at the option of the Lessee, with no termination penalty or the rent reduced proportionately to the reduced economic benefit to Lessee while said condition exists. In any such events or by any other cancellations that are a part of this lease, Lessor shall refund pro -rata any prepaid rental for the unexpired term. Lessor agrees that no such obstruction insofar as the same is within Lessor's control will be permitted or allowed. Lessor authorizes Lessee to trim and cut whatever trees, bushes and brush, as it deems necessary for the unobstructed view of its advertising display Every Sign placed upon the Premises by or for the benefit of Lessee is a real estate fixture, which nevertheless remains at all times the property of the Lessee. Lessee may at any time modify, replace, remove or upgrade any part of each Sign or any or all Sign(s) in their entirety. Every Sign, including such necessary devices, structures, connections, supports and appurtenances, as well as permits, licenses, certificates of use, or rights of nonconforming use, is and shall remain the property of Lessee. If Lessee requires additional permits or approvals to conduct its business, Lessee has the right to, and Lessor's permission to, obtain the same and Lessor covenants and warrants that it shall cooperate fully with Lessee and shall execute all instruments necessary or appropriate in the matter. In the event all or any part of the Premises is condemned or sought to be condemned, Lessee shall be entitled, in its sole discretion, to one or more of the following: (a) to contest the condemnation; (b) to relocate its Sign(s) on the Premises not acquired; (c) to terminate this Lease with no termination penalty; (d) to receive compensation for the value of Lessee's leasehold interest and Sign(s) acquired and for the reduced value of Lessee's leasehold interest and Sign(s) not acquired (whether located on the Premises or not) which results from the acquisition; and, (e) to recover from the condemner to the maximum extent otherwise allowable by law. In the event that Lessee does not elect or is unable to complete option (b), then this Lease shall automatically convert into a ninety-nine (99) year easement to maintain the sign on the Premises, which may not be terminated by either the Lessor or the condemning authority. "Condemned" and "condemnation" shall be construed to include any transfer of possession, title or right relating to the Premises in favor of or for the benefit of any entity having the power of eminent domain, including, but not limited to, sale or lease. No right of termination set forth anywhere in this Lease may be exercised by or for the benefit of any entity having the power of eminent domain. Lessor warrants the title of said leasehold and quiet enjoyment of the Premises by Lessee for the term herein mentioned. Lessor warrants that it has authority to execute this Lease. Any notice ("Notice") to either Lessor or Lessee as required under this Lease, in order to be effective and deemed delivered, must be in writing and sent certified mail, return receipt requested, or via overnight delivery from a nationally recognized courier. Lessor grants unto Lessee the right to pay any taxes relating to the Premises in order to prevent a tax sale or to make any payments to prevent the foreclosure of any liens or encumbrances against the Premises or to redeem the Premises from same. In the event of payment of such taxes, liens or redemption by Lessee, Lessee shall be entitled to recover the amount of such taxes and other payments from Lessor, together with interest thereon at the lower interest rate of either twelve percent (12%) or the maximum rate allowed by law from the time of payment by Lessee until repayment thereof by Lessor. In the event Lessee prevents a foreclosure action or sale to satisfy liens or 217550v6 encumbrances on the Premises by any lien payment described above, or redeems the Premises therefrom, Lessee shall succeed to all of the rights and interest of the original lienholder. Lessee shall have the same rights as the original lienholder to initiate a foreclosure of the Premises to recover those payments made, to include Lessee's costs, expenses, fees and attorneys' fees. The remedies afforded by this paragraph shall not be exclusive and shall be in addition to any and all other remedies available to Lessee at law or in equity. This Lease is binding upon the heirs, successors and assigns of both Lessor and Lessee, with the exception of termination rights of Lessor set forth in this Lease or any addendum or subsequent amendment, which rights may only be exercised by the original Lessor (whose name is set forth at the top of this Lease) and not by or for the benefit of any entity with the power of eminent domain. Lessee shall have the absolute right to assign its rights under this Lease. It is expressly understood that neither the Lessor nor Lessee is bound by any stipulations, representations, or agreements not printed or written in this Lease. This Lease integrates all prior representations, agreements and negotiations between the parties. In the event any term or terms of this lease shall be deemed invalid or unenforceable, such clauses shall be severed from the lease and the remainder of the lease shall be enforceable according to its terms. In the event of any litigation related to or arising out of this Lease, the prevailing party shall be entitled to recover its reasonable and necessary attorneys' fees and costs; provided, however, that Lessee shall first be given written Notice of any default, as set forth herein, and shall have failed to cure such default within thirty (30) days of receipt of said Notice. This agreement shall inure to the benefit of and shall be binding upon the heirs, personal representatives, successors, and assigns of the parties hereto. Time is of the essence of this Lease and each of its terms. ACCEPTED AND APPROVED BY: LESSOR: City of Monticello (EDA) SIGNATURE: Lessor Address: 505 Walnut St. Suite 1 City, State, Zip code: Monticello, MN 55362 Date: Tax Identification Number: LESSOR STATE OF Minnesota ) :ss COUNTY OF Wright ) EXECUTED THIS DAY OF , 2021 LESSEE: ROA Rochester, LLC 3185 41St NW, Suite 20 Rochester, MN 55901 Troy McEldowney, GM This record was acknowledged before me on , by , the of the City of Monticello, a Minnesota municipal corporation, that the foregoing instrument was signed on behalf of said corporation and pursuant to the authority granted by its City Council. Signature of Notary Public LESSEE STATE OF Minnesota ) :ss COUNTY OF ) This record was acknowledged before me on , by Troy McEldowney, the General Manager of ROA Rochester, LLC, a Delaware limited liability company, dba Reagan Outdoor Advertising, that the foregoing instrument was signed on behalf of said corporation by authority of its by-laws, and said corporation executed the same. Signature of Notary Public 217550v6 LEASE AGREEMENT REAGAN OUTDOOR ADVERTISING This Lease Agreement (Lease #L501877) dated this this 1 st day of January, 2022 is made and entered into by the CITY OF MONTICELLO (EDA) ("Lessor") and by ROA ROCHESTER, LLC, d/b/a Reagan Outdoor Advertising of Rochester ("Lessee"). Both the Lessor and Lessee acknowledge the receipt and sufficiency of good and valuable consideration and agree as follows: Lessor does hereby grant, convey and lease to Lessee and its assigns and successors, the right to use real property located in the County of State of Minnesota, otherwise known as (Site #S106949) and more particularly described as: I-94 1.2 miles west, Jct. Hwy 25 Parcel 155-033-90010 in the City of Monticello, County of Wright, State of MN (the "Premises") [PROVIDE EXHIBIT] for the purpose of operating, replacing, maintaining and servicing thereon an existing outdoor advertising structure, including such necessary devices, structures, connections, communication equipment, supports and appurtenances and wireless communications (along with all permits, licenses, certificates of use, rights of non -conforming use, and/or other tangible and intangible rights associated therewith, hereinafter referred to as the "Sign(s)") as may be desired by Lessee as well as an easement over the Premises for ingress and egress access to the Sign(s) for construction, maintenance and removal. Lessor agrees to execute all documents reasonably necessary for any governmental approval related to the construction, maintenance, removal and/or relocation of the Sign(s) and/or to permit Lessee to execute the name of Lessor as attorney- in-fact. Lessee may place on or attach to this instrument, subsequent to execution, a metes and bounds description of the location. The initial term of this Lease shall be month to month commencing on or before the 11t day of January, 2022. Lessee shall pay monthly rent to Lessor in the amount of $457.59 payable in advance, with an annual 2% increase beginning January 1 st of each year. Lessee shall have the option to renew this Lease on a month to month term. This Lease shall continue in full force on the same terms and conditions for a like successive period or periods. Said renewal term shall automatically go into effect unless either party shall give the other party written notice of non -renewal at least thirty (30) days prior to the expiration of the then current term. All structures, equipment and materials placed upon the premises by the Lessee or its predecessor shall remain the property of Lessee and must be removed by Lessee within fifteen (15) days of termination of this lease renewal. At the termination of this lease, Lessee agrees to restore the surface of the premises to its original condition. If the Sign(s)' location becomes obstructed so as to lessen the advertising value of any of Lessee's Sign(s) erected on said Premises, or if traffic is diverted or reduced, or if the use of any such Sign(s) is prevented or restricted by law, or if for any reason a building permit for erection or modification is refused, this Lease may be terminated, at the option of the Lessee, with no termination penalty or the rent reduced proportionately to the reduced economic benefit to Lessee while said condition exists. In any such events or by any other cancellations that are a part of this lease, Lessor shall refund pro -rata any prepaid rental for the unexpired term. Lessor agrees that no such obstruction insofar as the same is within Lessor's control will be permitted or allowed. Lessor authorizes Lessee to trim and cut whatever trees, bushes and brush, as it deems necessary for the unobstructed view of its advertising display Every Sign placed upon the Premises by or for the benefit of Lessee is a real estate fixture, which nevertheless remains at all times the property of the Lessee. Lessee may at any time modify, replace, remove or upgrade any part of each Sign or any or all Sign(s) in their entirety. Every Sign, including such necessary devices, structures, connections, supports and appurtenances, as well as permits, licenses, certificates of use, or rights of nonconforming use, is and shall remain the property of Lessee. If Lessee requires additional permits or approvals to conduct its business, Lessee has the right to, and Lessor's permission to, obtain the same and Lessor covenants and warrants that it shall cooperate fully with Lessee and shall execute all instruments necessary or appropriate in the matter. In the event all or any part of the Premises is condemned or sought to be condemned, Lessee shall be entitled, in its sole discretion, to one or more of the following: (a) to contest the condemnation; (b) to relocate its Sign(s) on the Premises not acquired; (c) to terminate this Lease with no termination penalty; (d) to receive compensation for the value of Lessee's leasehold interest and Sign(s) acquired and for the reduced value of Lessee's leasehold interest and Sign(s) not acquired (whether located on the Premises or not) which results from the acquisition; and, (e) to recover from the condemner to the maximum extent otherwise allowable by law. In the event that Lessee does not elect or is unable to complete option (b), then this Lease shall automatically convert into a ninety-nine (99) year easement to maintain the sign on the Premises, which may not be terminated by either the Lessor or the condemning authority. "Condemned" and "condemnation" shall be construed to include any transfer of possession, title or right relating to the Premises in favor of or for the benefit of any entity having the power of eminent domain, including, but not limited to, sale or lease. No right of termination set forth anywhere in this Lease may be exercised by or for the benefit of any entity having the power of eminent domain. Lessor warrants the title of said leasehold and quiet enjoyment of the Premises by Lessee for the term herein mentioned. Lessor warrants that it has authority to execute this Lease. Any notice ("Notice") to either Lessor or Lessee as required under this Lease, in order to be effective and deemed delivered, must be in writing and sent certified mail, return receipt requested, or via overnight delivery from a nationally recognized courier. Lessor grants unto Lessee the right to pay any taxes relating to the Premises in order to prevent a tax sale or to make any payments to prevent the foreclosure of any liens or encumbrances against the Premises or to redeem the Premises from same. In the event of payment of such taxes, liens or redemption by Lessee, Lessee shall be entitled to recover the amount of such taxes and other payments from Lessor, together with interest thereon at the lower interest rate of either twelve percent (12%) or the maximum rate allowed by law from the time of 217551v7 payment by Lessee until repayment thereof by Lessor. In the event Lessee prevents a foreclosure action or sale to satisfy liens or encumbrances on the Premises by any lien payment described above, or redeems the Premises therefrom, Lessee shall succeed to all of the rights and interest of the original lienholder. Lessee shall have the same rights as the original lienholder to initiate a foreclosure of the Premises to recover those payments made, to include Lessee's costs, expenses, fees and attorneys' fees. The remedies afforded by this paragraph shall not be exclusive and shall be in addition to any and all other remedies available to Lessee at law or in equity. This Lease is binding upon the heirs, successors and assigns of both Lessor and Lessee, with the exception of termination rights of Lessor set forth in this Lease or any addendum or subsequent amendment, which rights may only be exercised by the original Lessor (whose name is set forth at the top of this Lease) and not by or for the benefit of any entity with the power of eminent domain. Lessee shall have the absolute right to assign its rights under this Lease. It is expressly understood that neither the Lessor nor Lessee is bound by any stipulations, representations, or agreements not printed or written in this Lease. This Lease integrates all prior representations, agreements and negotiations between the parties. In the event any term or terms of this lease shall be deemed invalid or unenforceable, such clauses shall be severed from the lease and the remainder of the lease shall be enforceable according to its terms. In the event of any litigation related to or arising out of this Lease, the prevailing party shall be entitled to recover its reasonable and necessary attorneys' fees and costs; provided, however, that Lessee shall first be given written Notice of any default, as set forth herein, and shall have failed to cure such default within thirty (30) days of receipt of said Notice. This agreement shall inure to the benefit of and shall be binding upon the heirs, personal representatives, successors, and assigns of the parties hereto. Time is of the essence of this Lease and each of its terms. ACCEPTED AND APPROVED BY: LESSOR: City of Monticello (EDA) SIGNATURE: Lessor Address: 505 Walnut St. Suite 1 City, State, Zip code: Monticello, MN 55362 Date: Tax Identification Number: LESSOR STATE OF Minnesota ) :ss COUNTY OF Wright ) EXECUTED THIS DAY OF , 2021 LESSEE: ROA Rochester, LLC 3185 41 st NW, Suite 20 Rochester, MN 55901 Troy McEldowney, GM This record was acknowledged before me on , by , the of the City of Monticello, a Minnesota municipal corporation, that the foregoing instrument was signed on behalf of said corporation and pursuant to the authority granted by its City Council. Signature of Notary Public LESSEE STATE OF Minnesota ) :ss COUNTY OF ) This record was acknowledged before me on , by Troy McEldowney, the General Manager of ROA Rochester, LLC, a Delaware limited liability company, dba Reagan Outdoor Advertising, that the foregoing instrument was signed on behalf of said corporation by authority of its by-laws, and said corporation executed the same. Signature of Notary Public 217551v7 JOV 46e (�Nl Nit 0 C- 4-0 co No delinquent taxes and tramfcr entered; Certificate of Real E Ante Valise � filed (Xno+: required Certificate of Real Esta, s Aa i*t7. &�� J ''t.- C n_ i1 .Wright County Auditor Quit Claim Deed STATE DEED TAX DUE HEREON: $1.65 The total consideration for this transaction is $500.00 or less. Date: L G"], D Doc_ No. A 1080161 OFFICE OF THE COUNTY RECORDER DIGHT COUNTY, MINNESOTA Certified Filed and/or Recorded on 02-21-2008 at 0315 5 Check #: Fee: $ 46.00 Payment Code 04 Addi. Fee Larry A. Unger, County Recorder FOR VALUABLE CONSIDERATION, Housing and Redevelopment Authority in and for the City of Monticello, a public body corporate and politic under the laws of the State of Minnesota, Grantor, hereby conveys and quitclaims to the City of Monticello Economic Development Authority, a public body corporate and politic under the laves of the State of Minnesota, Grantee, real property in Wright County, Minnesota, described as follows: Outlot A, Country Club Manor, City of Monticello, Wright County, Minnesota. (if more space is needed, continue on back) together with all hereditaments and appurtenances. Reservations, restrictions and easements of record, if any. County of Wright Deed Tax $ _ f , (p S Ag Fee $ G. op Rec-933 dal Date: a1-og 325979v1 JMP MN190-130 HOUSING AND REDEVELOPMENT AUTHORITY IN AND FOR THE CITY OF MONTICELLO By G*� Its Secretary By Itshairperson JAG STATE OF MINNESOTA S&: COUNTY OF WRIGHT The foregoing w acknowledged before me this day o , 2009, by and/, f , the secretary and chairperson f the Housing and Redevelo ment A hority of Monticello, a body politic and corporate under the laws of the State of Minnesota, on behalf of the authority, Grantor. , !f � NOTARIAL STAMP OR SEAL (OR OTHER TITLE OR RAID PATRICIA K. KOVICH NOTARY PUBLIC - MINNESOTA My Commission Expires Jan. 31, 2010 This instrument drafted by: Kennedy & Graven, Chartered 470 U. S. Bank Plaza 200 South Sixth Street Minneapolis, MN 55402 325979v .TMP MN 190-130 '-1 rkii i Check here if part or all of the land is Registered (Torrens) 0 Tax Statements for the real property described in this instrument should be sent to (include name and address of Grantee): City of Monticello Economic Development Authority 505 Walnut Avenue, Suite 1 Monticello, MN 55362-8822 0 City Council Agenda: 04/25/2022 4A. Consideration to approve a Development Stage Planned Unit Development and Preliminary Plat of Country Club Manor First Addition, a Proposed 30 Unit Twin -Home (60 Housing Units) Development in the R-3, Medium Density Residential District. Applicant: Headwaters Development, LLC. Prepared by: Meeting Date: ❑ Consent Agenda Item NAC/Community Development Director 04/25/2022 ® Regular Agenda Item Reviewed by: Approved by: Chief Building & Zoning Official, City Administrator Community and Economic Development Coordinator, Project Engineer, Fire Marshal ACTION REQUESTED Decision 1: Consideration of a Preliminary Plat for Country Club Manor First Addition Motion to adopt Resolution No. 2022-48, approving the preliminary plat of Country Club Manor First Addition, subject to conditions in Exhibit Z and based on findings in said Resolution. Planning Commission unanimously recommends approval of the preliminary plat subject to the Exhibit Z conditions. Decision 2: Consideration of a Development Stage PUD Motion to adopt Resolution No. 2022-49 approving the Development Stage PUD for twin home portion of the proposed Country Club Manor First Addition, subject to conditions in Exhibit Z and based on findings in said resolution. Planning Commission unanimously recommends approval of the Development Stage PUD subject to the Exhibit Z conditions. Planning Commission also recommended approval of rezoning to PUD for the proposed project. Council will consider rezoning to PUD as part of the Final Plat and Final Stage PUD consideration. REFERENCE AND BACKGROUND Property: Legal Description: Outlot A, Country Club Manor PID #: 155033900010 City Council Agenda: 04/25/2022 Planning Case Number: 2022-016 Request(s): 1. Rezoning from R-3, Medium Density Residence District to PUD, Planned Unit Development District 2. Preliminary Plat (Country Club Manor First Addition) 3. Development Stage Planned Unit Development Deadline for Decision: May 7, 2022 (60 -day deadline) July 6, 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: North: Monticello Country Club, Single Family Residential and Multiple Family Residential (A -O & R-2) East: Single Family Residential (R-1) South: Commercial (B-2) West: Interstate 94 Project Description: The subject site is located south of County Road 39 and east of Interstate 94. The site is approximately 16.7 acres of land currently owned by the City of Monticello Economic Development Authority. The applicant is proposing to acquire the site and develop the subject site in phases. The developer is seeking to plat the full development area and has requested development stage PUD approval for the twinhome area. The twin home area overlays the southern 11.5 acres of land and consists of 60 dwelling units in 30 twinhome buildings. The twinhome buildings are intended serve as independent senior housing units in the affordable price range. The proposed twinhomes are to be accessed via a new public street which intersects 7th Street West in two locations. A future phase of the project, which is planned to be considered later this City Council Agenda: 04/25/2022 year, is located in the northwest corner of the site and is intended to accommodate a senior apartment building. The lot for the proposed building is part of the preliminary plat. A future application for development stage PUD will be required for that component. The project did note utilize the Concept PUD submittal process. 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: 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 City Council Agenda: 04/25/2022 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. The twinhome area of the plat overlays 11.5 acres of land. The resulting density is approximately 5.2 units per acre. While the density of the twinhome development is technically less than that directed by the Comprehensive Plan, it is important to recognize the subject site abuts an existing single family residential neighborhood to the east and that the planned senior apartment development to the north will have a significantly greater density. Based on the initial information on unit count, the total project density is expected to comply with the range directed by the Comprehensive Plan. The project is proposed as a senior living neighborhood. This is in alignment with the City's Comprehensive Plan goals for providing a variety of life -cycle housing options. PUD Zoning The project requires a planned unit development (PUD), accomplished by establishment of a PUD Zoning District applicable to the subject site. In this case, PUD is being requested to accommodate the following: a. Unit lots that do not have direct frontage on a public street, but rather rely on access across a common lot owned by a homeowner's association but which access a proposed public street. b. Side yard building separations of 10 feet between closest points (soffits), 12 feet from wall to wall. The interior side yards would be part of the common area of the plat. In the R-3 District, side yards for larger unit clusters would typically be 10 feet on either side of the property line, a 20 -foot separation. c. Rear yard setbacks of 25 feet, rather than the 30 feet typically required in the R-3 District and slight variation to front yard setbacks of 30 feet. 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. The preservation of significant trees. While existing tree cover has been shown on the survey, the plan has not accounted for significant trees and their preservation or replacement requirements. 2. More extensive landscaping, in addition to the replacement of any trees lost to development, noted above. City Council Agenda: 04/25/2022 The preceding items will be discussed in detail in latter sections of this report. Preliminary Plat Access and Streets. The twinhome dwelling area within the subdivision is proposed to be accessed via two new public streets (Tee Box Trail and Tee Box Drive) which intersect with 7th Street West in two locations. With the preliminary plat request, the proposed street intersection locations are subject to the review of the City Engineer, including the proposed access for the future multi -family building lot. As noted above, the twinhome lots do not have direct frontage on a public street, but rather rely on access across a common lot owned by a homeowner's association to access the proposed public street. Consistent with Subdivision Ordinance requirements, right-of-way widths of 60 feet are proposed. The naming of the streets will be required to conform to County naming convention. Twinhome dwellings within Blocks 2 and 3 are to be accessed via a cul-de-sac. At 500 feet in length, the cul-de-sac conforms with the maximum 600 -foot length requirement of the Subdivision Ordinance. Cul-de-sac design has also been reviewed by the Fire Marshal and is subject to final comment. Issues related to site access and streets are subject to further comment and recommendation by the City Engineer. In addition, the plat is subject to the comments of the Wright County Highway Engineer for Country Road 75 and MnDOT for MN State Highway 25. Setbacks. While the requested PUD may provide for setback flexibility, the setbacks of the base R-3 zoning district are considered an appropriate guideline. Front yard setbacks of approximately 29 feet are proposed, with some variation. The R-3 District provisions require 30 feet. Rear yard setbacks are shown at 25 feet where the R-3 standard is 30 feet. Flexibility from setback requirements is necessary to accommodate the project as proposed. Staff is supportive of the setbacks proposed, given the constraints of the property and within the context of other PUD enhancements noted in this report. In the R-3 District, 10 -foot side yard setbacks from the property line are typically required, resulting in building separations of 20 feet. The applicant is proposing side yard building separations of 10 —12 feet. The developer has verified that at its closest building point, the minimum distance is 10 feet. To be noted is that on -grade rear patios (concrete) measuring 8 feet in depth are proposed which encroach into the 25 -foot setback area. Patios are a common exception to the rear setback regulation. As discussed below, additional landscaping and screening would be appropriate for these areas, particularly with street (and freeway) exposures in the rear of all homes. City Council Agenda: 04/25/2022 Park Dedication. No park land is included in the proposed subdivision. The Parks, Arts and Recreation Commission has recommended that no land dedication be required as a part of this subdivision as both the MCC and County Club Park are within the mile accessibility recommendation of the Comprehensive Plan. Instead, a cash payment in lieu of land according to the City's schedule would be required. The PARC's recommendation was made with the understanding that the development will include the construction of the required 10' bituminous pathway along 7t" Street, and sidewalks along internal streets. It appears that Outlot C includes usable upland between the existing wetland and Townhome Lot 10 to the west. The intended use of such area is unclear. To fulfill the purpose of planned unit development, it is recommended that the area be devoted to recreational open space which could be used by the residents of the PUD. Tree Preservation. As shown on the submitted site survey, numerous deciduous trees presently exist upon the subject site. According to the Subdivision Ordinance, a vegetation preservation and protection plan must be submitted that illustrates those trees proposed to be removed, those to remain, the types and locations of trees, and other vegetation that are to be planted. Staff have identified as many as 4 specimen trees on the site. As a condition of preliminary plat approval, a vegetation preservation and protection plan must be submitted as required by Ordinance. Wetlands. As shown of the submitted development plans, a wetland exists within the boundaries of Outlot C in the southernmost area of the site. The wetland is proposed to remain without mitigation or impact. However, the city's wetland buffer ordinance does apply to this wetland, which is classified as a Type 1 Manage — High Quality wetland. The submitted plans will have to show consistency with the City's required wetland buffer distance, per comment and recommendation by the City Engineer. Grading, Drainage and Utilities. Issues related to grading, drainage and utilities are subject to comment and recommendation by the City Engineer. Other. The developer has prepared a wetland delineation, Phase I Environmental Site Assessment, geotechnical evaluation, Stormwater Pollution Prevention Plan and Traffic Study. The traffic study is included with this packet. Staff's recommendations related to the review of the other noted documents are included within this report. Development Stage PUD Off -Street Parking. According to the Zoning Ordinance, duplex dwellings must provide a minimum of two off-street parking spaces per unit within an enclosed garage of at least 400 square feet. It should be noted that two-family homes in the R-2 district would be required to City Council Agenda: 04/25/2022 have garages of at least 450 square feet. While the supply requirements of the Ordinance have been satisfied via the proposed two -stall garages and driveway parking space, the applicant should demonstrate compliance with the minimum garage size requirement via the submission of a typical twinhome building floor plan. The 450 square foot standard was put in place to ensure that residential garages had room for two vehicles of common size, interior access through the garage, and storage for facilities such as refuse containers. A 400 square foot dimension often lacks adequate space for all such uses. The City should comment on the required minimum garage size as a part of this review. For purpose of this report, staff has recommended a minimum garage size of 450 square feet. 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 on the west side of Tee Box Trail and the north side of Tee Box Drive. If a portion of Outlot C, which includes the site's wetland, is to be devoted to open space for neighborhood use, it is recommended that consideration be given to providing a pedestrian connection from the adjacent cul-de-sac to 7t" Street West. Landscaping. The submitted landscape plan calls for the planting of boulevard trees as well as foundation plantings along the exterior sides of the twinhome garages. Within boulevard areas, a mixture of Maple, Hackberry, Oak and Linden trees are proposed (74 total trees). As noted in the introductory paragraphs, there may be further additional planting necessary as a component of any tree replacement. This will require additional review upon identification of the species and sizes of the trees being removed. According to the landscape plan, the subject site will be irrigated. To further the intent of planned unit development, planning staff recommends that additional landscaping be added to the rear yards on both tiers of units. As noted previously, the applicants propose usable rear patios that will be exposed to either 7t" Street or to 1-94. Supplementing that space with landscaping to screen and buffer this active use area would be important to improve use and livability of those areas. Fencing may also be considered in these areas, in support of the landscaping. Fencing would be more effective at mitigating noise impacts. Tree Replacement. According to the plans, four existing trees of 36" caliper inches in size exist on the site. Due to the location of the proposed homes, grading, and the public pathway along 7t" Street, it appears that these trees are not able to be saved and protected from negative health impacts. Per code, at least three new trees of a total 18 caliper inches are required to be added to the planting plan for each significant tree removed. As such, the landscaping plan, in City Council Agenda: 04/25/2022 addition to additional tree planting to screen and buffer rear yard areas, will need to be supplemented with 12 additional trees of 6 caliper inches in size each. Twin Home Design & Finish Materials. As shown on the sample building elevations, the twinhome buildings are to be finished in horizontal lap siding with cultured stone at the base of the front elevations. To be noted is that the type of lap siding is not specified on the building elevations. Staff would recommend that engineered siding such as LP or fiber cement be utilized as the primary exterior finish material and avoid the use of vinyl. The proposed buildings are dominated by garage -front exposure to the street, with a small porch/patio covering the front entrance, which is set back considerably from the garage front. With the limited front exposure, only small areas of cultured stone are visible from the street when viewing the buildings face -on. However, the applicants have added additional stonework along the exposed garage sidewalls, which would be visible to passing traffic, supplementing the aesthetic. Planning staff has noted that the front entry door area location results in a much less prominent feature of the design and emphasizes the garage -forward construction. Planning staff would recommend carrying the entry door and porch forward to with a few feet of the garage door wall, increasing the exposure of the entry door, and thereby covering the exposed sidewalk and converting it to an indoor entrance hall. There may be alternative exterior changes that could stand in place of the enclosure option, such as a front patio/garden with a forward -placed gate or architectural passageway. In either case, the interest is in emphasizing the living space of the architecture and de-emphasizing the prominence of the garage door. Lighting. A lighting plan is not included in the submitted plan set. If provided, street lighting will be required to comply with the City's street lighting requirements as provided in the Subdivision Ordinance. This issue is subject to additional comment and recommendation by the City Engineer. Trash/Recycling. No information related to trash handling has been provided. It is anticipated however, that individual dwelling unit trash handling is proposed (as no common trash handling areas are illustrated on the site plan). As a condition of Development Stage PUD approval, individual trash containers must be stored within garages. As noted above, garage sizes should be addressed to ensure that this is feasible. Signage. The applicant has not provided any monumentation signage at this point. Any new signage shall be subject to sign permit and is subject to zoning ordinance requirements. I. Budget Impact: The applicant provides an escrow to cover the costs of review of the application. City Council Agenda: 04/25/2022 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. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission considered the requests and held a public hearing for rezoning to PUD, preliminary plat, and development stage PUD (specific to the twinhome portion of the project) during their regular meeting on April 5, 2022. The Commission confirmed with staff that the project is intended as a 55+ project and that the design is for single level living townhomes. Based on information from staff, it was also noted that the site dimensions would likely limit berming in the project, but landscape and fence screening could be accomplished on both the 7t" Street and 1-94 frontages. An interstate noise wall is unlikely at this time due to the recent expansion project along the 1-94 corridor. It was further confirmed that MnDOT had reviewed and commented on the preliminary plat. Staff noted that a traffic study was completed for the project and was subject to the comments of the City Engineer. During the public hearing, the applicant's representative Brian Nicholson addressed the Commission. Mr. Nicholson noted that the majority of building construction would occur off- City Council Agenda: 04/25/2022 site, limiting on-site impacts such as noise and construction traffic. Mr. Nicholson confirmed that they would work to resolve the conditions noted in the report. Residents within the Country Club Manor and Golf Course Road neighborhoods addressed the Commission. Concerns included those relating to stormwater management and the city's sanitary sewer capacity. Residents indicated concern with traffic volumes, speed and vehicle headlight glare along 7th Street. It was confirmed that there are no current plans to widen 7th Street. Support for the project was noted by a resident along Golf Course Road. The letter of public comment included in the staff report packet was also noted for the record. Following the public hearing, the Commission discussed screening at length. The Commission expressed strong support for rear yards screening along both frontage of the project and the current access points in relationship to glare into adjacent rear yards. After discussion, the Commission made a motion to recommend the rezoning, preliminary plat and development stage PUD requests to the City Council, modifying Exhibit Z conditions to include a request to evaluate the current access points to reduce glare into adjacent rear yards, subject to the direction of the City Engineer. STAFF RECOMMENDED ACTION Planning Staff recommends approval of the Rezoning to PUD, Preliminary Plat, and 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 City's 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 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. SUPPORTING DATA A. Resolution 2022-48 — Preliminary Plat B. Resolution 2022-49 — Development Stage PUD C. Resolution PC -2022-019, Rezoning to PUD D. Resolution PC -2022-020, Preliminary Plat E. Resolution PC -2022-021, Development Stage PUD F. Ordinance No. XXX, Draft (Considered at Final Plat and Final Stage PUD) G. Aerial Site Image H. Applicant Narrative I. Certificate of Survey J. Preliminary Plat K. PUD Plans, Including: City Council Agenda: 04/25/2022 a. Existing Conditions b. Removal Plans c. Tree Inventory Plans d. Civil Site Plans e. Grading Plans f. Utility Plans g. Street & Utility Plan & Profile h. Erosion Control Plan i. Civil Details j. Erosion Control Details L. Elevations M. Landscaping Plan N. Traffic Study O. City Engineer's Letter, dated March 3011, 2022 P. Fire Marshal's Letter, dated March 2811, 2022 Q. Citizen Comment Letter, dated March 3151, 2022 R. Wright County Comment Letter, dated April 1, 2022 S. MnDOT Comment Letter, dated April 8, 2022 Z. Conditions of Approval EXHIBIT Z Conditions of Approval Headwaters West Preliminary Plat and Development Stage PUD 1. Issues related to site access and streets shall be subject to comment and recommendation by the City Engineer. 2. The applicant shall provide screening along rear lot lines along 711 Street and I- 94 to add noise mitigation and screening through landscaping and possibly fencing - particularly adjacent to patio areas. Such screening efforts shall be subject to City review and approval. Condition modified by staff following Planning Commission discussion. 3. The applicant shall demonstrate compliance with a 450 square foot garage size requirement via the submission of a typical twinhome building floor plan. 4. Upland area within Outlot C shall be devoted to recreational open space for PUD residents. City Council Agenda: 04/25/2022 5. Consideration shall be given to providing a pedestrian connection from the adjacent cul-de-sac to 7tH Street West. 6. A vegetation preservation and protection plan shall be submitted as required by Ordinance, and replacement plantings included as required. 7. Wetland -related issues, including wetland buffer requirements, shall be subject to comment and recommendation by the City Engineer. 8. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 9. Engineered lap siding as noted in this report, rather than vinyl, shall be used as primary finish materials on the proposed twinhome buildings. 10. Consideration should be given to modifying the building architecture to extend the front entry door forward to within a few feet of the garage door frontage to add emphasis to the entrance and de-emphasize the garage door presentation to the street. An alternative that achieves this objective may be a suitable option. 11. If provided, street lighting shall be in accordance with the City's Subdivision Ordinance standards. This issue shall be subject to further comment by the City Engineer. 12. Individual trash containers shall be stored within garages. 13. Access alignment shall be reviewed for possible reconfiguration to reduce headlight glare at the discretion of the City Engineer. Condition added by the Planning Commission. 14. Any new signage shall be subject to sign permit. 15. Compliance with the terms of the City's Engineering Staff letter dated March 30th, 2022. 16. Compliance with the terms of the City Fire Marshal's letter dated March 28tH, 2022. 17. Compliance with the comments of the Wright County Highway Engineer's Department and the comments of MnDOT. 18. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-48 APPROVING A PRELIMINARY PLAT FOR COUNTRY CLUB MANOR FIRST ADDITION WHEREAS, the applicant is seeking a replatting of a parcel currently owned by the City's Economic Development Authority; and WHEREAS, the proposed plat would consist of development opportunities for up to 60 twinhome units in 30 buildings, a future multi -family residential building, and outlots for various uses, all under the requirements of a Planned Unit Development; and WHEREAS, the site has previously been platted as an outlot, held for future residential development; and WHEREAS, the plat creates a dedication for public street to serve the residential uses in the project area; and WHEREAS, the platted lots will be consistent with requirements of the City's Subdivision and Zoning Ordinance requirements under the appropriate PUD standards; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designate the land use for the property as Mixed Density Residential; and WHEREAS, the Planning Commission has reviewed the application for the plat and PUD pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the Planning Commission held a public hearing on April 5t", 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 Country Club Manor First Addition; and WHEREAS, the City Council has considered the recommendation of the Commission, all of the comments and the staff report, which are incorporated by reference into the resolution the following Findings of Fact in relation to the approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-48 1. The proposed uses are consistent with the intent and purpose of the R-3, Medium Density Residential District, and the proposed Planned Unit Development District to be adopted. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the Monticello Comprehensive Plan. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed access and development details meet the intent and requirements of the applicable zoning regulations, and are consistent with the applicable land use policies and ordinances. 5. The proposed plat is not anticipated to negatively impact surrounding residential properties, and instead is expected to encourage long term affordable residential uses on the subject property. 6. Approval of the plat will not result in the need for additional road or utility infrastructure other than that being provided for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Preliminary Plat for Country Club Manor First Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: Issues related to site access and streets shall be subject to comment and recommendation by the City Engineer. 2. The applicant shall provide screening along rear lot lines along 7th Street and 1-94 to add noise mitigation and screening through landscaping and possibly fencing - particularly adjacent to patio areas. Such screening efforts shall be subject to City review and approval. The applicant shall demonstrate compliance with a 450 square foot garage size requirement via the submission of a typical twinhome building floor plan. 4. Upland area within Outlot C shall be devoted to recreational open space for PUD residents. Consideration shall be given to providing a pedestrian connection from the adjacent cul-de-sac to 7th Street West. 6. A vegetation preservation and protection plan shall be submitted as required by Ordinance, and replacement plantings included as required. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-48 7. Wetland -related issues, including wetland buffer requirements, shall be subject to comment and recommendation by the City Engineer. 8. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 9. Engineered lap siding as noted in this report, rather than vinyl, shall be used as primary finish materials on the proposed twinhome buildings. 10. Consideration should be given to modifying the building architecture to extend the front entry door forward to within a few feet of the garage door frontage to add emphasis to the entrance and de-emphasize the garage door presentation to the street. An alternative that achieves this objective may be a suitable option. 11. If provided, street lighting shall be in accordance with the City's Subdivision Ordinance standards. This issue shall be subject to further comment by the City Engineer. 12. Individual trash containers shall be stored within garages. 13. Access alignment shall be reviewed for possible reconfiguration to reduce headlight glare at the discretion of the City Engineer. 14. Any new signage shall be subject to sign permit. 15. Compliance with the terms of the City's Engineering Staff letter dated March 30th, 2022. 16. Compliance with the terms of the City Fire Marshal's letter dated March 28tH, 2022. 17. Compliance with the comments of the Wright County Highway Engineer's Department and the comments of MnDOT. 18. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 2511 day of April 2022, by the City Council of the City of Monticello, Minnesota. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-48 MONTICELLO CITY COUNCIL JIM Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-49 APPROVING A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT (PUD) FOR COUNTRY CLUB MANOR FIRST ADDITION WHEREAS, the applicant is seeking a replatting of a parcel currently owned by the City's Economic Development Authority; and WHEREAS, the proposed plat would consist of development opportunities for up to 60 twinhome units in 30 buildings, a future multi -family residential building, and outlots for various uses, all under the requirements of a Planned Unit Development; and WHEREAS, the site has previously been platted as an outlot, held for future residential development; and WHEREAS, the plat creates a dedication for public street to serve the residential uses in the project area; and WHEREAS, the platted lots will be consistent with requirements of the City's Subdivision and Zoning Ordinance requirements under the appropriate PUD standards; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designate the land use for the property as Mixed Density Residential; and WHEREAS, the Planning Commission has reviewed the application for the plat and PUD pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the Planning Commission held a public hearing on April 51h, 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 Development Stage PUD of Country Club Manor First Addition; and WHEREAS, the City Council has considered the recommendation of the Commission, all of the comments and the staff report, which are incorporated by reference into the resolution the following Findings of Fact in relation to the approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-49 1. The proposed uses are consistent with the intent and purpose of the R-3, Medium Density Residential District, and the proposed Planned Unit Development District to be adopted. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the Monticello Comprehensive Plan. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed access and development details meet the intent and requirements of the applicable zoning regulations and are consistent with the applicable land use policies and ordinances. 5. The proposed plat is not anticipated to negatively impact surrounding residential properties, and instead is expected to encourage long term affordable residential uses on the subject property. 6. Approval of the plat will not result in the need for additional road or utility infrastructure other than that being provided for the proposed use and should not otherwise negatively impact the health or safety of the community. 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 Country Club Manor First Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: Issues related to site access and streets shall be subject to comment and recommendation by the City Engineer. 2. The applicant shall provide screening along rear lot lines along 7th Street and 1-94 to add noise mitigation and screening through landscaping and possibly fencing - particularly adjacent to patio areas. Such screening efforts shall be subject to City review and approval. The applicant shall demonstrate compliance with a 450 square foot garage size requirement via the submission of a typical twinhome building floor plan. 4. Upland area within Outlot C shall be devoted to recreational open space for PUD residents. Consideration shall be given to providing a pedestrian connection from the adjacent cul-de-sac to 7th Street West. 6. A vegetation preservation and protection plan shall be submitted as required by Ordinance, and replacement plantings included as required. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-49 7. Wetland -related issues, including wetland buffer requirements, shall be subject to comment and recommendation by the City Engineer. 8. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 9. Engineered lap siding as noted in this report, rather than vinyl, shall be used as primary finish materials on the proposed twinhome buildings. 10. Consideration should be given to modifying the building architecture to extend the front entry door forward to within a few feet of the garage door frontage to add emphasis to the entrance and de-emphasize the garage door presentation to the street. An alternative that achieves this objective may be a suitable option. 11. If provided, street lighting shall be in accordance with the City's Subdivision Ordinance standards. This issue shall be subject to further comment by the City Engineer. 12. Individual trash containers shall be stored within garages. 13. Access alignment shall be reviewed for possible reconfiguration to reduce headlight glare at the discretion of the City Engineer. 14. Any new signage shall be subject to sign permit. 15. Compliance with the terms of the City's Engineering Staff letter dated March 30th, 2022. 16. Compliance with the terms of the City Fire Marshal's letter dated March 28tH, 2022. 17. Compliance with the comments of the Wright County Highway Engineer's Department and the comments of MnDOT. 18. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 25th day of April 2022, by the City Council of the City of Monticello, Minnesota. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-49 MONTICELLO CITY COUNCIL JIM Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-019 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE MONTICELLO ZONING ORDINANCE ESTABLISHING THE "COUNTRY CLUB MANOR FIRST ADDITION PUD DISTRICT", AND REZONING THE IDENTIFIED PARCEL FROM R-3, MEDIUM DENSITY RESIDENTIAL TO COUNTRY CLUB MANOR PUD DISRICT OUTLOT A, COUNTRY CLUB MANOR FIRST ADDITION PID 155-033-900010 WHEREAS, the applicant seeks to replat and develop an outlot to create a mixed residential development and parking and access; and WHEREAS, the is consistent with the land use designation for a portion of the property as Mixed Residential, and the applicant seeks to rezone the land consistent with the proposed plat; and WHEREAS, the PUD rezoning accompanies requests to plat and develop the parcel; and WHEREAS, subject to approvals for the land use and plat actions, the proposed PUD zoning is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed amendment is consistent with the requirements of the PUD zoning regulations, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on April 5th, 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 zoning amendment provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of mixed residential uses in appropriate locations. 2. The proposed improvements on the site under the development plans are consistent with the needs of the land uses in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The development plan proposed with the amendment is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 5. The amendment provides an opportunity to support affordable mixed residential uses that will increase the variety and supply of residential choices in the community. NOW, THEREFORE, BE /T RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the PUD zoning ordinance and rezones the subject property to the Country Club Manor PUD District. ADOPTED this 5t" day of April, 2022, by the Planning Commission of the City of Monticello, Minnesota. MPNTICEL PLANNING COMMISSION By: Paul Konsor, Chair ATTEST: Angela Sch��nannl Cmmunity Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2022-020 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A PRELIMINARY PLAT OF COUNTRY CLUB MANOR FIRST ADDITION WHEREAS, the applicant is seeking a replatting of a parcel currently owned by the City and its Economic Development Authority; and WHEREAS, the proposed plat would consist of development opportunities for up to 60 twinhome units in 30 buildings, a future multi -family residential building, and outlots for various uses, all under the requirements of a Planned Unit Development; and WHEREAS, the site has previously been platted as an outlot, held for future residential development; and WHEREAS, the plat creates a dedication for public street to serve the residential uses in the project area; and WHEREAS, the platted lots will be consistent with requirements of the City's Subdivision and Zoning Ordinance requirements under the appropriate PUD standards; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designate the land use for the property as Mixed Density Residential; and WHEREAS, the Planning Commission has reviewed the application for the plat pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the Planning Commission held a public hearing on April 5t", 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the R-3, Medium Density Residential District, and the proposed Planned Unit Development District to be adopted. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the Monticello Comprehensive Plan. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed access and development details meet the intent and requirements of the applicable zoning regulations, and are consistent with the applicable land use policies and ordinances. 5. The proposed plat is not anticipated to negatively impact surrounding residential properties, and instead is expected to encourage long term affordable residential uses on the subject property. 6. Approval of the plat will not result in the need for additional road or utility infrastructure other than that being provided for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota recommends to the City Council that the proposed Preliminary Plat for Country Club Manor First Addition be approved, subject to the conditions of Exhibit Z of the staff report, as follows: 1. Issues related to site access and streets shall be subject to comment and recommendation by the City Engineer. 2. The applicant shall provide screening along rear lot lines to add noise mitigation and screening through landscaping and possibly fencing - particularly adjacent to patio areas. Such screening efforts shall be subject to City review and approval. 3. The applicant shall demonstrate compliance with a 450 square foot garage size requirement via the submission of a typical twinhome building floor plan. 4. Upland area within Outlot C shall be devoted to recreational open space for PUD residents. 5. Consideration shall be given to providing a pedestrian connection from the adjacent cul-de-sac to 7t" Street West. 6. A vegetation preservation and protection plan shall be submitted as required by Ordinance, and replacement plantings included as required. 7. Wetland -related issues, including wetland buffer requirements, shall be subject to comment and recommendation by the City Engineer. 8. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 9. Engineered lap siding as noted in this report, rather than vinyl, shall be used as primary finish materials on the proposed twinhome buildings. 10. Consideration should be given to modifying the building architecture to extend the front entry door forward to within a few feet of the garage door frontage to add emphasis to the entrance and de-emphasize the garage door presentation to the street. An alternative that achieves this objective may be a suitable option. 11. If provided, street lighting shall be in accordance with the City's Subdivision Ordinance standards. This issue shall be subject to further comment by the City Engineer. 12. Individual trash containers shall be stored within garages. 13. Any new signage shall be subject to sign permit. 14. Compliance with the terms of the City's Engineering Staff letter dated March 30th, 2022. 15. Compliance with the terms of the City Fire Marshal's letter dated March 28tH, 2022. 16. Compliance with the comments of the Wright County Highway Engineer's Department and the comments of MnDOT. 17. Comments and recommendations of other Staff and Planning Commission. Added Condition 18. Review and consider an adjustment to the proposed access points to reduce headlight disturbance towards the residential neighborhood to the North, both during development and post development. ADOPTED this 5th day of April, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Paul Konsor, Chair ATTEST: Angela Schumann, C%Amunity Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC 2022-021 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR A 60 UNIT, 30 BUILDING TWINHOME DEVELOPMENT WITHIN THE COUTNRY CLUB MANOR FIRST ADDITION PLANNED UNIT DEVELOPMENT WHEREAS, the applicant is seeking a development of a parcel currently owned by the City and its Economic Development Authority; and WHEREAS, the proposed plat would consist of development opportunities for up to 60 twinhome units in 30 buildings in the initial phase, with a future multi -family residential building, and establishment of outlots for various uses, all under the requirements of a Planned Unit Development Zoning to be adopted concurrent with the Final Plat and Final Stage PUD; and WHEREAS, the site has previously been platted as an outlot, held for future residential development; and WHEREAS, the plat creates a dedication for public street to serve the residential uses in the project area; and WHEREAS, the twinhome units will be consistent with requirements of the City's Subdivision and Zoning Ordinance requirements under the appropriate PUD standards, as adopted with the conditions identified in this resolution; and WHEREAS, the subject property will be developed under the requirements of the Monticello Comprehensive Plan, which designate the land use for the property as Mixed Density Residential; and WHEREAS, the Planning Commission has reviewed the application for the plat pursuant to the regulations of the applicable ordinances and land use plans and policies; and WHEREAS, the Planning Commission held a public hearing on April 5t", 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the R-3, Medium Density Residential District, and the proposed Planned Unit Development District to be adopted. 2. The proposed uses will be consistent with the existing and future land uses in the area in which they are located, including the designation for Mixed Residential Density in the Monticello Comprehensive Plan. 3. The impacts of the improvements are those anticipated by the existing and future land uses and are addressed through standard review and ordinances as adopted. 4. The proposed access and development details meet the intent and requirements of the applicable zoning regulations, and are consistent with the applicable land use policies and ordinances. 5. The proposed PUD is not anticipated to negatively impact surrounding residential properties, and instead is expected to encourage long term affordable residential uses on the subject property. 6. Approval of the PUD will not result in the need for additional road or utility infrastructure other than that being provided for the proposed use, and should not otherwise negatively impact the health or safety of the community. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota recommends to the City Council that the proposed Development Stage PUD for Country Club Manor First Addition be approved, subject to the conditions of Exhibit Z of the staff report, as follows: 1. Issues related to site access and streets shall be subject to comment and recommendation by the City Engineer. 2. The applicant shall provide screening along rear lot lines to add noise mitigation and screening through landscaping and possibly fencing - particularly adjacent to patio areas. Such screening efforts shall be subject to City review and approval. 3. The applicant shall demonstrate compliance with a 450 square foot garage size requirement via the submission of a typical twinhome building floor plan. 4. Upland area within Outlot C shall be devoted to recreational open space for PUD residents. 5. Consideration shall be given to providing a pedestrian connection from the adjacent cul-de-sac to 7tH Street West. 6. A vegetation preservation and protection plan shall be submitted as required by Ordinance, and replacement plantings included as required. 7. Wetland -related issues, including wetland buffer requirements, shall be subject to comment and recommendation by the City Engineer. 8. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 9. Engineered lap siding as noted in this report, rather than vinyl, shall be used as primary finish materials on the proposed twinhome buildings. 10. Consideration should be given to modifying the building architecture to extend the front entry door forward to within a few feet of the garage door frontage to add emphasis to the entrance and de-emphasize the garage door presentation to the street. An alternative that achieves this objective may be a suitable option. 11. If provided, street lighting shall be in accordance with the City's Subdivision Ordinance standards. This issue shall be subject to further comment by the City Engineer. 12. Individual trash containers shall be stored within garages. 13. Any new signage shall be subject to sign permit. 14. Compliance with the terms of the City's Engineering Staff letter dated March 30th, 2022. 15. Compliance with the terms of the City Fire Marshal's letter dated March 28tH, 2022. 16. Compliance with the comments of the Wright County Highway Engineer's Department and the comments of MnDOT. 17. Comments and recommendations of other Staff ad Planning Commission. Added Condition 18. Review and consider an adjustment to the proposed access points to reduce headlight disturbance towards the residential neighborhood to the North, both during development and post development. ADOPTED this 5t" day of April, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION s'1 Paul Konsor, Chair ATTEST: Angela SchumVnq, Cbmmunity Development Director ORDINANCE NO. Draft CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE COUNTRY CLUB MANOR PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM R- 3, MEDIUM DENSITY RESIDENTIAL DISTRICT TO COUNTRY CLUB MANOR PUD, PLANNED UNIT DEVELOPMENT: OUTLOT A, COUNTRY CLUB MANOR 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: (_) Country Club Manor PUD District (a) Purpose. The purpose of the Country Club Manor PUD District is to provide for the development of certain real estate subject to the District for mixed residential land uses. (b) Permitted Uses. Permitted principal uses in the Twin Pines PUD District shall be multiple family residential uses as found in the R-4, Medium -High Density Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated , 2022, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses, as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Country Club Manor PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-4, Medium -High Density Residential District shall apply. (e) Amendments. Where changes to the PUD are proposed in the ORDINANCE NO. Draft 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-3, Medium Density Residential District to Country Club Manor PUD District, Planned Unit Development: Outlot A, Country Club Manor Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section S. 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 BYthe Monticello City Council this day of , 2022 ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Lloyd Hilgart, Mayor 2 nnnn + J 4F� i DESIGN *TREE engineering + land surveying Preliminary Plat & Development Stage PUD Submittal Headwaters Development St. Cloud Office 3339 W. St. Germain St. #250 St. Cloud, MN 56301 320.217.5557 City of Monticello Wright County, MN Alexandria Ori uC 120 17th Ave. West Alexandria, MN 56308 320.762.1290 Twin Cities Office 21308 John Milless Dr.; Suite 104 Rogers, MN 55374 320.217.5557 DTE-LS.com CIVIL MECHANICAL STRUCTURAL ELECTRICAL LAND SURVEYING Project Team Land Owner. City of Monticello 505 Walnut St. #1 Monticello, MN 55362 Applicant: Michael Hoagberg Headwaters Development, LLC Michael Gerber, PE Engineer: Design Tree Engineering & Land Surveying Land Surveyor: Jon Schuette, RLS Design Tree Engineering & Land Surveying Architect: Plunkett Raysich architects, LLP 209 South Water Street Milwaukee, WI 53204 Structural Engineer: GraEF Engineering General Contractor: Delta Modular Construction Page 2 Executive Summary Design Tree Engineering & Land Surveying is submitting this preliminary plat and development stage PUD application on behalf of Headwaters Development, LLC. The following narrative, along with the preliminary plat and development stage PUD packages, will describe the existing and proposed site conditions of the property. The property to be platted consists of approximately 16.7 AC. The property is currently owned by the City of Monticello, and is bound to the north by County Road 39, the east by 7th St W, and the west by Interstate 94. Headwaters Development, LLC is proposing to construct 30 twin -home units and a multi -unit housing facility. Access will be provided by a newly platted City street that will connect to 7th St W. A build -out plan and the necessary documentation for the preliminary plat and development stage PUD are enclosed. A project narrative discussing the programming of the project is shown in Attachment A. This narrative also includes elevation drawings that illustrate a typical townhome unit. Existing Site Conditions The existing site survey is shown on the Certificate of Survey. The title information for the property is shown in the Commitment for Title Insurance attached in Attachment B. The existing property is currently zoned as R-3 Medium Density Residence District and is currently used as a stockpile area by the City of Monticello. The lot is currently undeveloped with grassland and a wooded area. There is also a delineated wetland located on the southern portion of the property. Geotechnical Evaluation Report A Geotechnical Evaluation Report dated November 2, 2021 was performed on the site by Braun Intertec to determine the surface and subsurface conditions at the site. This report is included in the appendix of the Stormwater Management Study that was prepared for the site. Environmental Site Assessment A Phase I Environmental Site Assessment was performed on the site by American Engineering Testing. The purposed of the assessment was to determine if there are any recognized environmental conditions at the site that need to be investigated further. The assessment found that there is no evidence of recognized environmental conditions or controlled recognized environmental conditions in connection with the site. Wetland Delineation Kjolhaug Environmental Services Company, Inc. performed a Wetland Delineation Report to determine if any wetlands are present on the property. One Type 1/3 PEM1 A marsh wetland was delineated on the southern portion of the site. The wetland area is shown on the plan sheets to show how it relates to the proposed improvements. Proposed Site Conditions The proposed subdivision of the property is shown in the Preliminary Plat drawing. PUD Development Stage Civil Plans for the development have been prepared. These plans include plan sheets illustrating both the existing and proposed conditions of the site including a removals plan, site plan, grading plan, utility plan, and erosion control plan. A Stormwater Management Study was completed for the design of the Page 3 46 permanent stormwater management BMP's. This study was completed following the requirements of the MPCA and the City of Monticello and includes the existing and proposed drainage conditions. Traffic Study A Traffic Study was performed on the site by SRF Consulting to review the existing operations and determine the effects of the project on the neighboring roadway and to determine if any improvements are required. The study found that no roadway changes or mitigations are anticipated to be needed to accommodate the proposed development from an intersection capacity perspective. Landscape Plan A landscape plan has been provided by Landform. The plan includes a landscaping plan along with details for the proposed plantings. Summary This narrative and the attachments within complete Design Tree Engineering & Land Surveying's submittal of the Preliminary Plat and PUD Development Stage Plan for the proposed Headwaters Development located in Monticello, MN. Page 4 4 Attachments A. Project Narrative with Elevations drawing B. Commitment for Title Insurance Page 5 46 ATTACHMENT A Project Narrative PROJECT NARRATIVE Country Club Manor Golf Course Road & 7th St W, Monticello, Minnesota Project Team Owner / Developer Headwaters Development Contact: Mike Hoagberg Civil Engineer Design Tree Engineering & Land Surveying General Contractor Delta Modular Construction Architect Plunkett Raysich Architects, LLP Structural Engineer GraEF Engineering Traffic Engineer SRF Consulting Group 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 108 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 twin homes will be located on the east end of the site. Total planned residential units on site will be approximately 168. 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. N 0 N 0 M 02 CERTIFICATE OF SURVEY LEGEND PLATTED & EXISTING LOT LINES C) HYDRANT \ v I \ \ \ \ \ \ E VALVE EXISTING RIGHT OF WAY O WELL / I r_- \ A / T F_- F) �) A F_- - - - - - - - EASEMENT LINES \S SANITARY MANHOLE v CENTERLINE p SANITARY SEWER CLEANOUT �I r iii BOUNDARY LINE D STORM MANHOLE .. �r- L. L _ f I ❑ CATCH BASIN -OA RI M:952.5n4 I WOOD FENCE a APRON INV: 64 SHRUB RIM:937.64 n �o- CHAINLINK FENCE \ / INV:921.44 1 FllvFlyyn I POWER POLE oG�gg I9x xNV:946.3 WIRE FENCE 0-3�1 LIGHT POLE T-INV:934.27 \ \ D G \ A � -. •- - INV:934.32- - 18" P _ � STORM SEWER LINE POWER BOX GUY WIRE _� �� S88°59'40"E 400.00 0.00 - r - \ - \ _ + ©\ > SANITARY SEWER LINE f� ELECTRIC METER S88°59'40"E 195.14 w T 0 o RIM:937.44 ` N o `t INV N.:920.54 ` o o , ^ v I © COMMUNICATION PEDESTAL \ o o , __ _� INV S.:920.49 ..' >< \ Cl)_ 0 6v I '" I I WATERMAIN z i /� i I ❑H HAND HOLE I � 1 T �) A / � � � ''v� -� \ LIJ _ �- \-oH�oH� OVERHEAD ELECTRIC •GM GAS METER - \ ---(T-SIGN I V I I \ I co I '[35'Iuc�ucr UNDERGROUND TELEPHONE ® BOLLARD i / L \ u t I I I l�_ i �' I UNDERGROUND FIBER ® SOIL BORING -RIM:935.81 i 2R \ I INV:UNABLE TO I AC AIR CONDITIONER 00' \ \ N OPEN_ \ \-uc�uc€ UNDERGROUND ELECTRIC 09 \ \ \ o �\ \ LIJ -\ \ DECIDUOUS TREE -RIM:934.29 \ - J I -GAS -GAS- UNDERGROUND GAS LINE 6 \ \ o\ INV:931.39 \ S I� I I CONIFEROUS TREE RIM:934.91 I /\ /� U L U \ < I EDGE OF WETLAND \ INV E.:930.96 / \ L� L��. P'� `r I L \ \/INV W.:930.86 / \ �/ \ / i LIJ \ BUILDING INV S.:930.761 L � 1 { / r i \ \ RIM:934.24 ! -BENCHMARK TNH \ \ r \ n I f / / \ \ \ \ INV:931.34� ELEV:936.97 / / \ EDGE OF TREE LINE OR WOODS �r \ - RIM:934.83 \ I r \ INV:918.92 / \ ;�� CONCRETE PAVEMENT �' \ I \ BITUMINOUS PAVEMENT RI'r 9 0 ^ \ I / \ _ INV NE:929.70 )INV SE:929.85 -1 \ I /\ /� r r I L_ AGGREGATE SURFACING \RIM:933.17 \ I \ I LANDSCAPING \INV:UNAB To OPEN r. x \ \ INV:929.62 Cl L i i Legal Description �n -RIM:932.92'�� INV:929.80/ I, A A K I /1 D _ - - Outlot A, Country Club Manor, according to the recorded plat thereof, Wright County, RIf 932.91 ` \ \ I V I /-\ I I \ V92991 1 Minnesota. / \ Surveyor's Note: -INVN :91 / F_ A I[)\A/ A \/ r1�)I\ /F_- '� \ \ INV NW:918.16 \ I /-\ I I \ V V /-\ I LJ I \ I V L_ \V SE: 14 �„ / LIJ _ -j 1. The underground utilities shown hereon have been located from field survey RIM:935.07 g0 I I \ - I information and existing record drawings. The surveyor makes no guarantees INV: UNABLE TO �;' / �_� that the underground utilities shown comprise all such utilities in the area, either OPEN \ l�_ LIJ \ 22 I 0-1 / I fad S; I in service or abandoned. The surveyor further does not warrant that the -RIM:93 .37 LIQ «_ I I v y \ \ � , _ � LIQ - _ �� underground utilities shown are in the exact location indicated, although he does INV:901.42 `'� i )Ld' - certify that they are located as accurately as possible from information available. X r L A _ I The contractor is responsible to ensure that any existing utilities (shown or not (YYJ �� I ( LIJ «= I I < v shown) are not damaged during construction. The surveyor has physically X\ \ �� _-RIM:934.33 \ �� �� \ \ ��� located the underground utilities per Gopher State One Call Ticket No. A��. \ \ I / ' I \ - I 211730262. �\ NV:931.33 I / 2. Subject property has 727,554 square feet (16.70 acres) more or less. r \ ��RIM:936.28 \ I \ I < ! I 3. The survey does not constitute a title search by Design Tree Engineering and Land ��7 \ INy�UNABLE TO OPN Q\� IN" BENCHMARK TNH \ v I / �r` Surveying to determine ownership or easements of record. . ELEV:939.76-RIM:936.15 \ \ - RIM:937.59 INV:916.20 INV:UNABLE TO OPEN© I - V- RIM:935.27 \ L. L_ U v f I i 43' I I INV:UNABLE TO OPEN I RIM:934.62 334.,58 - \ INV N 929.72 \ N88°50'52"W 322.43 R=271. \/ INV S 929.72 �5 d c42° INV W-929.67 \ RIM:934.17 � \ / 1130„ / - INVSW:930.67 INV SE:930.77 4996 \-RIM:934.14 RIM:9364 - ,-. �\1 1 / A IM:934.1 ® \ INV:915.50 L 26 NV SE:930.87- ' cru\ \ \ NV NE:930\ \ p \ ��sr�, RIM:IM:934.14, \ -BENCHMARK TNHELEV:938.08 INV:930.94 �' \ -X- - x x- N88°50'52"W 1035.79 L_u I I\JI V IBJ I IL I I \�.I K I\Ali / A ^r --I / ^ \ 12 (b 0 100' 200' 0 = DENOTES COUNTY MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 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. o 4L_ PRfNTED NAME: Jonathan D. Schuette DATE: 8/20/2021 LICENSE #: 45352 PREPARED FOR: HEADWATER'S DEVELOPMENT - MONTICELLO, MN 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 I -X- - x x- N88°50'52"W 1035.79 L_u I I\JI V IBJ I IL I I \�.I K I\Ali / A ^r --I / ^ \ 12 (b 0 100' 200' 0 = DENOTES COUNTY MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 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. o 4L_ PRfNTED NAME: Jonathan D. Schuette DATE: 8/20/2021 LICENSE #: 45352 PREPARED FOR: HEADWATER'S DEVELOPMENT - MONTICELLO, MN 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 CERTIFICATE OF SURVEY 1 of 1 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 N N O N 4 M 02 Ll PRELIMINARY PLAT & DEVELOPMENT PUD PLANS CR 39 MONTICELLO HEADWATERS DEVELOPMENT 011— .AL. .AL. 4W CR 39 PROPERTY LOCATIONj MONTICELLO, MN ■ c f ti r i T �w d 1-4. � S i •' 4� Pill! '- ip' J. Ir �Arlp r J CITY OF MONTICELLO . l 111 rr .- 1 •. L f � 'ill ti, S -4 rf' T RFU E NORTH INDEX OF SHEETS: 0001 COVER SHEET C401 UTILITY PLAN C101 EXISTING CONDITIONS (OVERALL) C402 UTILITY PLAN C102 REMOVALS PLAN C403 STREET & UTILITY PLAN & PROFILE C103 REMOVALS PLAN C404 STREET & UTILITY PLAN & PROFILE C104 TREE INVENTORY PLAN C405 STREET & UTILITY PLAN & PROFILE C105 TREE INVENTORY PLAN C406 STREET & UTILITY PLAN & PROFILE C106 TREE INVENTORY PLAN C501 EROSION CONTROL PLAN C107 TREE INVENTORY PLAN C502 EROSION CONTROL PLAN C108 TREE INVENTORY PLAN C701 CIVIL DETAILS C201 CIVIL SITE PLAN (OVERALL) C702 CIVIL DETAILS C202 CIVIL SITE PLAN C703 CIVIL DETAILS C203 CIVIL SITE PLAN C704 EROSION CONTROL DETAILS C204 CIVIL SITE PLAN C205 CIVIL SITE PLAN C301 GRADING PLAN C302 GRADING PLAN C303 GRADING PLAN PROJECT CONTACTS OWNER HEADWATERS DEVELOPMENT, LLC MICHAEL HOAGBERG 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 EMAIL: mhoagberg@headwatersdevelopment.com GENERAL NOTES: 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 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/15/2022 PUD DEVELOPMENT PLANS COVER SHEET DRAWING NO. - RI:952.54 L I NT.:947.64 � I N�/:946.93 - - ,�GO�F CQU RSE'R� :RHE--- �Ok HE -C_ 18 /- -RIM:937.64 /��I IK I\A/ n INV:921.44 UI V 1 1 rll�,7r] yy i-\ I ��.. _T -INV:934.27 N JNOTES: i 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 IR�'M:9 7 I I ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ �.44 OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING V N920.54 I LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN INV S.:920.49 I OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. �>< 4. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. \\\\- - - 1 800 252 1166. xX IM:935.81 If V.UNABLE TO \ l PEN � - \ - \ /RIM:934.29 I - I \ I INV:931.39 I \\ \ \ \ \ \ \ 1 RIM:934.91 INV EA30.96 iINV W.:930.86 / \\ \ \ \\\\ \\ \ / \INV \ 24 ,S%30 BENCHMARK TNH RIM:934.24 - - I INV:931.34ELEV:936.97 \ /\ - -IklM:934.83 / \\ \ \\\ \ \\ ( \ \ iNV:918.92 \\\\ \ \\\ \ \\ I\ \ RJMA 932.90 \ \\ \ \\\ \ \\ \ > I \ \ \ \ INV NE:929.70 INV E:929.85 - vv v v vv v vv I \ RIM:933.17 / INV:UNABLE"TO / I\OPENS i -RIM:932.92 \� / INV:929.62 I I I I \ LEGEND -RIM:932.92 / INV:929.80 HYDRANT\�\ \\\\� \\ \ \ \) \\ _ \/ - RI 929.91 SO SANITARY MANHOLE \ \ V VA\ \ V I C A VA \ \\\\\�\\ \ \ RIM:934.26 / FAIRWAY DRIVE GATE VALVE \ \ \ \\\ \ \ I / \ INV NW:918�,16 \ \ \ \ INV SE: 9 8.14 \ _ 71) POWER POLE\V A VAVAAVA \����/ �. \ �% V A\ VA\A RIM:935.07 LIGHT POLE \ \ \\\\ \ \ \ / INV:UNABLE TO \ \ \\ \ \\\ / � / �\ � / OPEN CATCH BASIN F-1\\\\\\ \/ .37 I - \ INV:90.42 f - I SIGN DECIDUOUS TREE _ / RIM:934.33 CONIFEROUS TREE lot \\\\\\\\ l \ \ \�� \ INV:931.33 oo SHRUB \ \\ PEDESTAL \ INV -UNABLE TO OP \ N ❑ �� �A \\ \ \ , BENCHMARK TNH l \/ ELEV:939.76 GUY WIRE \\�� �\ // \ \ I - / RIM:936.15 �RIM93759 � \ G \ \\ \ - - \ �:.\ INV:916.20 gj BOLLARD INV:UNABLE T09PEW \RIM \ _ _ INV:UNABLE TO OPEN ❑s POWER BOX VA \\\ VAV� �� _ - > - _ A� RIM:93.62 0 ELECTRIC METER -INV NE:929.72 \ \ \\\\ \\ I ( \ ( - INV W!929.67 !99 .672 MONITORING WELL \ \ \ \\\ \\ \N \ \�j i/ _ _ _ - - I INV W.JJ929.67RIM:934.17 _ \ I/ , - INV SW:930.67 o SANITARY SEWER CLEANOUT \ \ \ \ \\ \\\\\ \ \ -� -��� '/ \ J - ` \� INV SE:930.77 WOOD FENCE \ \ \ \\ \\\\\ \ \' / �� - - - \ IN _04 V:930.94 0 CHAINLINK FENCE x WIRE FENCE I RIM:936g1 / IM:934.1- INV:915.5 STORM SEWER LINE \\\ INV SE: 930.87- NV NE:930.72 SANITARY SEWER LINE RIM:934.14r WATERMAIN \\\\\ \\\ I \\\��\ \ �� INV:930.94 i \\\ \ \� l �\\ \ l� ` \ DELINEATED WET LAND\\ OH= OVERHEAD ELECTRIC \ \\ ��x --------- UNDERGROUND ----UNDERGROUND TELEPHONE -FO---UNDERGROUND FIBER UG= UNDERGROUND ELECTRIC �� _ -�cx i ��-x/ GAJUNDERGROUND GAS LINE \ CONCRETE PAVEMENT BITUMINOUS PAVEMENT AGGREGATE SURFACING Al LANDSCAPING 0' 80' 160' BUILDING 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS EXISTING CONDITIONS DRAWING NO. C101 REMOVALS LEGEND = CURB REMOVAL BITUMINOUS PAVEMENT REMOVAL = CONCRETE REMOVAL = REMOVAL ITEM X = TREE REMOVAL /* Z\' _ I cp > II I'I II I i �I�I�I� �IIIIIIIIIllrlll I \ IIII II IIIIIIIII IIIIIIIIIIIIIIIIII I I II II 1 I I I IIIIIIIII 111111 I I I D II II IIIIIIIIIIIIIIII IIIIIIIIIIIIII I I I I I I I (IIIIIIIIIIIIIIIIII 2 IIIIIIIIIIIIIIIIII I I I I I � I rr I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�'I' AUG I I I lil Ii ll.11,ll,lllllll 1 1 1111 '- 4 KEY NOTES: OSAWCUT EXISTING BITUMINOUS PAVEMENT O2 SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT O3 REMOVE EXISTING BITUMINOUS PAVEMENT O4 REMOVE EXISTING CURB & GUTTER > 4-> Q Q 1 3 , 7TH STREET W 2 i1 I \ // r -C 2 X M UGE-UG UGE UG / `�\ NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 2. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST EXPANSION JOINTS. 3. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 4. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 5. 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. 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. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. S. 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. 9. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. PROPERTY LINE J / / I i I / f���v / / I — _ REMOVE AND SALVAGE / I / J \ EXISTING AGGREGATE / / / I I — — — \ \I I I \ �1 \ \ _ _Nie/ I I FUTURE DEVELOPMENT \ Z\ / / / I i o \------------- I I / / I _ BILLBOARD TO BE REMOVED BY OTHERS I I / -------------- BILLBOARD TO BE � _ y _ —IIII-- — --- — REMOVED BY OTHERSI _— _ �-------------------IIII-- -- _- \ - --- 1 — _------- — — - --- --- _ — ------------- \ 1 I I _ — _ — — _ ---IIII-- / __ III�,---------- ----IIII-- — -- - — — — — - - - ------ — -- _ J � _IIII__ IIII- --------IIII-- __---_-_ --- --_,- _-- ,---------------- ----IIII-- 1 I --------------------------------- --IIII-- _—__—----------------------- ---- -- —IIII-----------—IIII-� III-- ---_ _III��_----------IIII�--------------IIII--— ___—_--- I-------_--IIII-----------__IIII—-- \ — — — — _ _ x x IIII IIII — — — — — — — — — — — — — — — �� / �\ —� PROPERTY LINE ----------� ___ ------------------III --------------- �__ — ------ — IIII---�--- IIII-- - --- -- - - - - — — — — -- — — — — — — — — — — — ) — — — — — — — \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —�- - — — — — — — — — — — — — — — — — — — — — — � — — \ \ \ \ \ \ 0' 30' 60' 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: 03/07/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO oQ Q 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 03/07/2022 PUD DEVELOPMENT PLANS REMOVALS PLAN DRAWING NO. C102 REMOVALS LEGEND = CURB REMOVAL KEY NOTES: OSAWCUT EXISTING BITUMINOUS PAVEMENT NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL / \ / LIMITS PRIOR TO ANY CONSTRUCTION. BITUMINOUS PAVEMENT REMOVALO SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT 2. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST / \ EXPANSION JOINTS. CONCRETE REMOVAL O 3 REMOVE EXISTING BITUMINOUS PAVEMENT 3. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 1 , \ \ \ = REMOVAL ITEM 4O REMOVE EXISTING CURB & GUTTER 4. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES o* l REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE TREE REMOVAL REMOVALS. 5. 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. 6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION \ \ \ \ — — — — \ \ I SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH \ /� \ \ \ \ \\ \ \ \ I / STATE AND LOCAL REQUIREMENTS. 7. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 3 S. 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. — \ 9. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. VG 7TH STREET W __------ ---- J UG UG - / uGG UGE-�L -S1G� UGE GGA - /X\ \� / UG uG Nyw* Ix T _ \ / FF REMOVE AND SALVAGE— EXISTING ALVAGE EXISTING AGGREGATE TREES TO BE REMAIN % WITHIN THIS AREA \\ � EXISTING IWETLAND \ \ \ \ \ BILLBOARD TO BE \ \ \ \ \ \ / / / \ / \ \ \ REMOVED BY OTHERS I✓/ \J/ - - l - _ —\ \ ���L \� -- / — \--- / If /i /ZZZ fX \ _ _ X�XIX x /x X X l 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. v PRINT6D NAME: MICHAEL J. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS / / / REMOVALS LEGEND = CURB REMOVAL KEY NOTES: OSAWCUT EXISTING BITUMINOUS PAVEMENT NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL / \ / LIMITS PRIOR TO ANY CONSTRUCTION. BITUMINOUS PAVEMENT REMOVALO SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT 2. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST / \ EXPANSION JOINTS. CONCRETE REMOVAL O 3 REMOVE EXISTING BITUMINOUS PAVEMENT 3. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 1 , \ \ \ = REMOVAL ITEM 4O REMOVE EXISTING CURB & GUTTER 4. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES o* l REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE TREE REMOVAL REMOVALS. 5. 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. 6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION \ \ \ \ — — — — \ \ I SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH \ /� \ \ \ \ \\ \ \ \ I / STATE AND LOCAL REQUIREMENTS. 7. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 3 S. 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. — \ 9. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. VG 7TH STREET W __------ ---- J UG UG - / uGG UGE-�L -S1G� UGE GGA - /X\ \� / UG uG Nyw* Ix T _ \ / FF REMOVE AND SALVAGE— EXISTING ALVAGE EXISTING AGGREGATE TREES TO BE REMAIN % WITHIN THIS AREA \\ � EXISTING IWETLAND \ \ \ \ \ BILLBOARD TO BE \ \ \ \ \ \ / / / \ / \ \ \ REMOVED BY OTHERS I✓/ \J/ - - l - _ —\ \ ���L \� -- / — \--- / If /i /ZZZ fX \ _ _ X�XIX x /x X X l 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. v PRINT6D NAME: MICHAEL J. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS REMOVALS PLAN DRAWING NO. C103 0' 30' 60' \ 0 10384 GOLF COURSE RD (CO. RD 39) -OHC OHE -OHE OHC-- -OHE- PROPERTY OHE PROPERTY LINE -OHE OHC OHE I -OHE OHE OHE OHCS -OHE KIM, 1111 10341 -OHE -OHE -OHE -OHE ,10353 10354 10352 10355 10365' / � 10359 / / 10360 I I I 1036162 � 10363 103 I 10367 I I I I � I I � I I El I I _ I I I _ 1 ` V 10396 \ � 10418 \ \ 10444 X V A 158 10478 \ 10479 A 10477 \ A � 120118 k \"-� \1-j � 120113 1 DESIGN *TREE engineering + land surveying St. Cloud 1 Alexandria 1 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/15/2022 PUD DEVELOPMENT PLANS TREE INVENTORY PLAN DRAWING NO. C104 120118 I 20113 ate' 10444 �� 10599 ------- -- — 10477 � \ 10479 � O 7TH STREET W -UGC -UUL- U(i UU; U( - PROPERTY LINE 11059 10528 10551 11057 10548 CHCK 10522 ; X 10523 10521 �� , 10520 MR X X 20109 10555 10556 20110 10587 10517 11055 *x- CHCK P46'0 10559 10589 . 10544 10564 PROPERTY LINE A' X10603 10611 X10610 10614 � � 10613 20106 gE) 10621 e 20105 P' = 10637 10638 DESIGN *TREE engineering + land surveying St. Cloud 1 Alexandria 1 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/15/2022 PUD DEVELOPMENT PLANS TREE INVENTORY PLAN DRAWING NO. C105 � 10587 10637 10638 10650 10651 10648 • • • •••; •••• 120107 1 10632 • • �'g � `!ST7 \ i I /y I I / �� 20105 I 20104 I I 10656 20103 20102 20101- / 7TH STREET W j 10654 / ` 20226 v 20225 20220 XXXXX 10661 / 20238 ;a 20235 X X 20234 - 10712 X20232 /` 20231 10750 I I� �� 10714 I I � I 10717 = u 10718 � I II I \ `\ X 10743 > 10910 10764 X10908 v 10746 Y 11062 11063 10740 10741 10732 10734 10733 �'� �' 10738 X---------x------- 20216 20208 20207 Y 20215 20214 20205 20206 20218 X 20209 20217 20211 � �' 20210 20219 20212 Y � � 20213 10772 X10773 �� 10770 10759 f-1 0757 107680758 10767 10930 �' 10929 10926 �' 10925 X 20646 Y 20647 10924 �� 20654 �'' 20648 X 20639 20653 10923 v ' , 20641 20655 20644 20649 20638 20652 20640 20643 20650 20637 20645 10905 10916 10913 Y 10914 110917 10915 10918 10919 X 10920 � 20656 20657 �2 20204 X 20200 20201 X 20199 20202 • •111810091PA 1078610785 � '�10841 10840 10847 10783 10843 � 1084410848 10851 10846 10782 �;� 10867 TREES TO BE REMAIN — WITHIN THIS AREA X 10902 �'� 10901 10903 20618 20616 20617 20614 20619 20620 20615 20623 20664 20624 20661 20665 20604 20625 20622 y> X 20670 20621 20663 20605 20627 20662 20660 20666 20669 20626 20667 ' 20668 20628 20659Y >> 20629 20673 20634 20632 20672 - ;,� 20658 20674 20635 20675 : � 20610 10864 10852 10879 � XXXXX 10877 TQP- 10878 10889 - 10876 10886 10875 10887 10873 10888 10874 10872 EXISTING WETLAND 20597 � 20599 20596 20600 20594 X 20602 20595Y __ 20577 )-<F206031 20579 X 20608 20580 20589 0' 30' 60' 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/15/2022 PUD DEVELOPMENT PLANS TREE INVENTORY PLAN DRAWING NO. C106 I \ � I \ \ I � I 1G UG \ ------ UGE- UGE_______ —-UGL � 20200 UG �' I 20195 F203921 �UG �° I 20201 20199 20198 X0 i 20391 I 20390 20196 20,389 G I 20387 X0 20202 20386 Gc A 10786 �� � 10841 ���� 10785 � 20385 20383 I 10840 � 10847 �' � \ 10783 10843 10844 �Y 10848 10851 20384 d \ 10846 \ � I 10782 � 20382 GG � 10853 20379 10864 10854 F2-0 3-8 -11 20378 10852 � 00 10855 20380 10858 � I 10856 20377 10880 10857 20376 � 20374 i 20 7 \ 10884 Y 20368 I v 10867 10879 r---- 20371 c � \ 0 20369 I TREES TO BE REMAIN WITHIN THIS AREA 20614 THE PROPERTY OF DESIGN TREE ENGINEERING INC. 20615 2X*10664 \ WITHOUT THE PERMISSION OF DESIGN TREE 20665 �'20604 20670 ;K 20663 20605 20666 20669 VIOLATES THE COPYRIGHT LAWS OF THE UNITED 20667 20668 LEGAL PROSECUTION. �� 20673 DRAWN BY: RIK 20672 PROJECT NO.: 00021063 20674 DATE 20675 � � 20610 10877 10889 - - G °a 20367 � �► I 10876 [co 88:6� \ 10875 10887 _ - - 20366 G �� 10873 10878 \ ,�'` 20364 10874 10888 20365 10872 \ 20363 EXISTING WETLAND GG \ 20597 � 20599 20596 � � I G � 2 20361 0360 20594 � 20565 s 20546 20359 20602 20595 20577 ` 20358 �- 20357 20603 ` - --*=5T 20575 - 20574 _ - - - 20579 1r'C 20608 20590 20589 20583 20584 - -- -- ----- 20573 �DN20586 20552 20558 20561 20356 20564 20557 20560 20563 20355 v, 203E 20559 20562 20540 20551 20541 51 1203E 11 Gc �G c 0' 30' 60' 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. /&AgAw� PRINTED NAME: MICHAEL]. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO 0"' 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 03/15/2022 PUD DEVELOPMENT PLANS TREE INVENTORY PLAN DRAWING NO. C107 Tree Number Species Diameter (inches) Notes 157 Elm 36 Dead 158 Birch 8 10 10340 Elm 20 20230 10341 Elm 8 Elm 10352 Elm 14 15 10353 Elm 8 20234 10354 Elm 8 Elm 10355 Elm 12 10 10356 Elm 24 20238 10357 Elm 12 Elm 10358 Elm 16 24 10359 Elm 18 20335 10360 Elm 12 Elm 10361 Elm 12 18 10362 Elm 20 20339 10363 Elm 24 Elm 10364 Elm 24 8 10365 Elm 36 20343 10367 Elm 24 Elm 10384 Pine 14 15 10395 Elm 24 20347 10396 Elm 40 Elm 10418 Elm 20 8 10444 Elm 24 20351 10477 Birch 8 Elm 10478 Birch 10 18 10479 Birch 8 20355 10517 Elm 12 Elm 10518 Elm 8 6 10520 Elm 10 20359 10521 Elm 10 Elm 10522 Elm 14 10 10523 Elm 8 20363 10528 Elm 36 Dead 10543 Pine 14 10 10544 Pine 12 20367 10546 Elm 16 Elm 10548 Elm 10 15 10551 Elm 10 20371 10555 Elm 28 Elm 10556 Elm 28 12 10559 Pine 8 20375 10560 Elm 14 Elm 10562 Elm 24 10 10564 Elm 30 20379 10587 Elm 16 Elm 10589 Elm 14 10 10591 Elm 26 20383 10592 Elm 24 Elm 10594 Elm 32 20 10599 Elm 24 Dead 10603 Elm 24 Elm 10606 Elm 8 18 Cluster of (3) 18" trees 10607 Elm 30 20391 10610 Elm 16 Elm 10611 Elm 8 12 10613 Elm 10 20480 10614 Elm 12 Elm 10620 Elm 14 12 10621 Elm 10 20487 10622 Elm 10 Elm 10627 Elm 28 10 10631 Elm 16 20491 10632 Elm 10- 16 Cluster of (8) trees from 10" - 16" 10637 Elm 10 Cluster of (5) 10" trees 10638 Elm 10 20497 10645 Elm 10 Elm 10646 Elm 16 6 10648 Elm 28 20501 10650 Elm 24 Elm 10651 Elm 36 42 10654 Elm 28 Cluster of (3) 14" trees 10656 Elm 14 Cluster of (3) 14" trees 10661 Pine 12 18 10664 Elm 16 20514 10666 Elm 8 Elm 10667 Elm 8 20 10668 Elm 8 20521 10669 Elm 10 Elm 10670 Elm 10 10677 Elm 12 10678 Elm 8 10679 Elm 10 Cluster of (4) 16" trees 10680 Elm 10 10712 Pine 8 10714 Elm 12 10717 Elm 24 Cluster of (3) 12" trees 10718 Elm 18 10719 Elm 20 Cluster of (2) 20" trees 10722 Elm 18 10732 Elm 10 10733 Elm 8 10734 Elm 8 10738 Elm 14 Cluster of (3) 12" trees 10740 Elm 10 10741 Elm 20 10743 Elm 18 10745 Elm 10 10746 Elm 28 10749 Elm 14 10750 Elm 14 10757 Pine 10 10758 Elm 14 10759 Elm 14 10762 Elm 14 Tree Number Species Diameter (inches) Notes 10764 Elm 10 Elm 10767 Elm 16 10 10768 Elm 16 20230 10770 Elm 20 Elm 10772 Elm 12 15 10773 Elm 12 20234 10782 Elm 24 Elm 10783 Elm 14 10 10785 Elm 16 20238 10786 Elm 16 Elm 10840 Elm 18 24 10841 Elm 24 20335 10843 Elm 18 Elm 10844 Elm 12 18 10846 Elm 24 20339 10847 Elm 12 Elm 10848 Elm 24 8 10851 Elm 10 20343 10852 Elm 10 Elm 10853 Elm 12 15 10854 Elm 12 20347 10855 Elm 12 Elm 10856 Elm 24 8 10857 Elm 10 20351 10858 Elm 10 Elm 10864 Elm 18 18 10867 Elm 18 20355 10872 Elm 24 Elm 10873 Elm 18 6 10874 Elm 6 20359 10875 Elm 6 Elm 10876 Elm 6 10 10877 Elm 6 20363 10878 Elm 8 Elm 10879 Elm 24 10 10880 Elm 18 20367 10884 Elm 24 Elm 10886 Elm 18 15 10887 Elm 18 20371 10888 Elm 18 Elm 10889 Elm 18 12 10901 Elm 10 20375 10902 Elm 24 Elm 10903 Elm 24 10 10905 Elm 18 20379 10908 Elm 12 Elm 10910 Elm 12 10 10913 Elm 12 20383 10914 Elm 10 Elm 10915 Elm 10 20 10916 Elm 10 20387 10917 Elm 12 Elm 10918 Elm 12 18 Cluster of (3) 18" trees 10919 Elm 12 20391 10920 Elm 10 Elm 10923 Elm 12 12 10924 Elm 12 20480 10925 Elm 18 Elm 10926 Elm 12 12 10928 Elm 10 20487 10929 Elm 10 Elm 10930 Elm 18 10 11062 Elm 12 20491 20101 Elm 18 Elm 20102 Elm 10 Cluster of (5) 10" trees 20103 Elm 30 20497 20104 Elm 30 Elm 20105 Elm 30 6 20106 Elm 24 20501 20107 Elm 20 Elm 20108 Elm 18 42 20109 Elm 14 Cluster of (3) 14" trees 20110 Elm 14 Cluster of (3) 14" trees 20111 Elm 24 18 20112 Elm 24 20514 20113 Elm 36 Elm 20118 Elm 32 20 20195 Elm 10 20521 20196 Elm 18 Elm 20198 Elm 12 20199 Elm 12 20200 Elm 15 20201 Elm 16 Cluster of (4) 16" trees 20202 Elm 24 20203 Elm 24 20204 Elm 12 20205 Elm 12 Cluster of (3) 12" trees 20206 Elm 12 20207 Elm 18 Cluster of (2) 18" trees 20208 Elm 12 20209 Elm 15 20210 Elm 24 20211 Elm 12 20212 Elm 12 Cluster of (3) 12" trees 20213 Pine 10 20214 Elm 12 20215 Elm 18 20216 Elm 18 20217 Elm 12 20218 Elm 20 20219 Elm 12 20220 Elm 12 20221 Elm 15 20222 Elm 18 20223 Elm 15 20224 Elm 10 Tree Number Species Diameter (inches) Notes 20225 Elm 10 20226 Elm 24 20228 Elm 10 20229 Elm 10 20230 Elm 18 20231 Elm 10 20232 Elm 15 20233 Elm 24 20234 Elm 24 20235 Elm 24 20236 Elm 10 20237 Elm 20 20238 Elm 10 20332 Elm 12 20333 Elm 24 20334 Elm 12 20335 Elm 18 20336 Elm 15 20337 Elm 18 20338 Elm 12 20339 Elm 10 20340 Elm 8 20341 Elm 8 20342 Elm 8 20343 Elm 8 20344 Elm 10 20345 Elm 15 20346 Elm 10 20347 Elm 12 20348 Elm 12 20349 Elm 8 20350 Elm 8 20351 Elm 8 20352 Elm 6 20353 Elm 18 20354 Elm 8 20355 Elm 8 20356 Elm 8 20357 Elm 6 20358 Elm 6 20359 Elm 6 20360 Elm 12 20361 Elm 10 20362 Elm 18 20363 Elm 12 20364 Elm 6 20365 Elm 10 20366 Elm 8 20367 Elm 20 20368 Elm 24 20369 Elm 15 20370 Elm 10 20371 Elm 6 20372 Elm 18 20373 Elm 12 20374 Elm 12 20375 Elm 24 20376 Elm 20 20377 Elm 10 20378 Elm 20 20379 Elm 32 20380 Elm 32 20381 Elm 10 20382 Elm 20 20383 Elm 15 20384 Elm 20 20385 Elm 20 20386 Elm 20 20387 Elm 20 20388 Elm 10 20389 Elm 18 Cluster of (3) 18" trees 20390 Elm 12 20391 Elm 15 20392 Elm 15 20478 Elm 12 20479 Elm 42 20480 Elm 18 20483 Elm 12 20484 Elm 12 20485 Elm 18 20487 Elm 20 20488 Elm 10 20489 Elm 10 20490 Elm 10 20491 Elm 10 20494 Elm 20 20495 Elm 12 20496 Elm 12 20497 Elm 15 20498 Elm 10 20499 Elm 6 20500 Elm 10 20501 Elm 15 20502 Elm 10 20506 Elm 42 20507 Elm 10 20508 Elm 10 20511 Elm 18 20512 Elm 18 20513 Elm 20 20514 Elm 20 20515 Elm 20 20516 Elm 20 20518 Elm 30 20521 Elm 24 20522 Elm 10 Tree Number Species Diameter (inches) Notes 20523 Elm 10 THE MATERIAL HEREIN WITHOUT WRITTEN 20524 Elm 20 LEGAL PROSECUTION. 20525 Elm 20 PROJECT NO.: 00021063 20527 Elm 24 20528 Elm 15 20529 Elm 15 20532 Pine 12 20533 Elm 12 20535 Elm 18 20536 Elm 10 20537 Elm 15 20540 Elm 10 20541 Pine 8 20546 Pine 10 20551 Elm 18 20552 Elm 18 20553 Elm 18 20557 Elm 10 20558 Elm 32 20559 Elm 15 20560 Elm 15 20561 Elm 15 20562 Elm 24 20563 Elm 15 20564 Elm 15 20565 Elm 10 20569 Elm 32 20573 Elm 18 20574 Elm 18 20575 Elm 10 20577 Elm 10 20579 Elm 10 20580 Elm 12 20583 Pine 8 20584 Pine 8 20586 Elm 15 20589 Elm 24 20590 Elm 18 20594 Elm 12 20595 Elm 12 20597 Elm 12- 16 Cluster of (4) trees from 12" - 16 20599 Elm 18 20600 Elm 16 Cluster of (3) 16" trees 20602 Elm 12 Cluster of (6) 12" trees 20603 Elm 18 20604 Elm 10 20605 Elm 24 20608 Pine 8 20610 Pine 10 20614 Elm 18 20615 Elm 18 20616 Elm 10 20617 Elm 10 20618 Elm 10 20619 Elm 10 20620 Elm 10 20621 Elm 24 20622 Elm 18 20623 Elm 10 20624 Elm 18 20625 Elm 18 20626 Elm 21 20627 Elm 15 20628 Elm 15 20629 Elm 15 20632 Elm 10 20634 Elm 12 20635 Pine 18 20637 Elm 24 20638 Elm 18 20639 Elm 18 20640 Elm 10 20641 Elm 10 20643 Elm 10 20644 Elm 18 20645 Elm 18 20646 Elm 20 20647 Elm 20 20648 Elm 20 20649 Elm 10 20650 Elm 24 20652 Elm 24 20653 Elm 10 20654 Elm 10 20655 Elm 10 20656 Elm 18 20657 Elm 20 20658 Pine 8 20659 Elm 10 20660 Elm 24 20661 Elm 24 20662 Elm 10 20663 Elm 18 20664 Elm 18 20665 Elm 10 20666 Elm 30 20667 Elm 8 20668 Elm 8 20669 Elm 8 20670 Elm 8 20672 Elm 10 20673 Elm 10 20674 Pine 8 20675 Pine 8 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/15/2022 PUD DEVELOPMENT PLANS TREE INVENTORY • �, L»_mTr10Lei ►r a C108 I L - GOLF COURSE RD CO. RD 39 5Rb --OHE OHE IEI�OHE OHE OHC b �� OHS OH KI rF�TITI7TITFT-1_F fTITI TT -1_F F7T-1_F7 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� FUTURE PARKING \ /�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� � \ � LLILI�I ILI�LILI�LILI�LI�I�L�LI�L�I—I V ------------- ---- v � II � \�� \ \ � FUTURE MULTI -FAMILY HOUSING UNIT \ �I \--- V A c A m \ \ 3 _3 u�/lJ1 v 1 1 - - L \ ISA/ A \/ tiu FIr1 v v 1 I NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN COLOR. 5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, AND SYMBOL 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 I L AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE I RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. PROPOSED SITE LEGEND I/ BITUMINOUS PAVEMENT I CONCRETE PAVEMENT \ / j CONCRETE SIDEWALK CURB AND GUTTER RETAINING WALL \ \ TRAFFIC CONTROL SIGNAGE O# STREET LIGHTING PROPERTY INFORMATION \� 0� / I TOTAL PROPERTY AREA 16.70 AC \ J I I I DISTURBED AREA 11.5 ±AC \ IB -1 �\ \ I I EXISTING IMPERVIOUS AREA 0.641 AC Lr) fl- o� L� 1.17 1.17 (TYP.) (TYP.) 00 00 TYPICAL LOT DIMENSION s - - PROPOSED IMPERVIOUS AREA 5.318 AC DELINEATED WETLAND AREA 20,520 SF �. FAIRWAY DRIVE s _ / \ `9 4 5 6 7 8 9 10 IB -3 X---- x- x- x- \ 0' 80' 160' 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS CIVIL SITE PLAN (OVERALL) DRAWING NO. C201 GOLF COURSE RD (CO. RD 39) OHE- –OHE— PROPERTY LINE T---1-F—T--1 1--F—T--1 1--F—T--1 1--T—T-—T— I — -T — T- I — -T — T- — I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ga BE X \ FUTURE PARKING \ r— — \ \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I I + \ I I I\ I I I \ \ FUTURE MULTI -FAMILY HOUSING UNIT I— \ I II \ \ I ---------------------------- lot 00 \ ' NOTES: 1. FUTURE DEVELOPMENT UNDER SEPARATE CONTRACT AND NOT PART OF THIS PROJECT. 2. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. PROPOSED SITE LEGEND I I I a \ \ < BITUMINOUS PAVEMENT 0 CONCRETE PAVEMENT ENGINEERING INC. IS PROHIBITED. IT CONTAINS CONCRETE SIDEWALK DESIGN TREE ENGINEERING INC. REPRODUCTION OF CURB AND GUTTER ERMISSION OF DESIGN TREE ENGINEERING INC. RETAINING WALL STATES AND WILL SUBJECT THE VIOLATORS TO TRAFFIC CONTROL SIGNAGE O# STREET LIGHTING c1+1 ti 011 "STOP" SIGN & POST\40 \ J \ Go���I \ 40 INFILTRATION BASIN IB -1 0' 30' 60' \ '' \ J O# r, NO 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS CIVIL SITE PLAN DRAWING NO. C202 c� O O I I I I I I I L O a � O PROPOSED SITE LEGEND NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 4. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 5. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. BITUMINOUS PAVEMENT 0 CONCRETE PAVEMENT ENGINEERING INC. IS PROHIBITED. IT CONTAINS CONCRETE SIDEWALK BITUMINOUS STREET REPAIR CURB AND GUTTER ERMISSION OF DESIGN TREE ENGINEERING INC. RETAINING WALL CONCRETE DRIVE APRON TRAFFIC CONTROL SIGNAGE 0* STREET LIGHTING NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 4. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 5. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. TF o D412 CURB AND GUTTER ---- - — - - M - — � - - TEE BOX TRAIL - - - - - - - - - � o a RIGHT-OF-WAY LINE 17.00 o (TYP) (TYP) 36.85 M u M N 5.0 — -- I — LO.00 LO.0 (Ty ) INFILTRATION BASIN7 FF IB -1 17 25' SETBACK LINE 1 I 2 TWINHOME 3 1 4 TWINHOME PROPERTY LINE 5 6 TWINHOME 10.00 MIN. (TYP) 7 I 8 TWINHOME C=) P a ui N 9 10 TWINHOME 11 12 13 14 TWINHOME TWINHOME 15 16 TWINHOME 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. &A 9 A W� PRINTED NAME: MICHAEL]. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MONTICELLOI 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 BITUMINOUS STREET REPAIR THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. O CONCRETE DRIVE APRON LEGAL PROSECUTION. 7TH STREET W DRAWN BY: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 CIO PUD DEVELOPMENT PLANS d' A 10' BITUMINOUS PUBLIC TRAIL "STOP" SIGN C) .. a PROPERTY LINE 10.00 MIN. TYP ( ) 30.67 Q, a oo r, \ `' L� r ' (TYP) _ 10.00 & POST N . ,. .. ... 25' SETBACK � NE .. 39.12 TWINHOME TWINHOME TWINHOME TWINHOME TWINHOME TWINHOME TWINHOME TWINHOME TWINHOME 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TF o D412 CURB AND GUTTER ---- - — - - M - — � - - TEE BOX TRAIL - - - - - - - - - � o a RIGHT-OF-WAY LINE 17.00 o (TYP) (TYP) 36.85 M u M N 5.0 — -- I — LO.00 LO.0 (Ty ) INFILTRATION BASIN7 FF IB -1 17 25' SETBACK LINE 1 I 2 TWINHOME 3 1 4 TWINHOME PROPERTY LINE 5 6 TWINHOME 10.00 MIN. (TYP) 7 I 8 TWINHOME C=) P a ui N 9 10 TWINHOME 11 12 13 14 TWINHOME TWINHOME 15 16 TWINHOME 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. &A 9 A W� PRINTED NAME: MICHAEL]. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MONTICELLOI 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 03/07/2022 PUD DEVELOPMENT PLANS CIVIL SITE PLAN DRAWING NO. 110 o Oyu O e 10 py O I o - I o I \ \ I � I \ \ \ I o I v I PROPOSED SITE LEGEND NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 4. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 5. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. UO 169) C) \ CONCRETE lyy DRIVE APRON \ O 2°09 7TH STREET W 0p "STOP" SIGN o Z� 60.60\ & POST 10' BITUMINOUS PUBLIC TRAIL \ p X10 ri�C �i�rY U�� o 3 L_� r` L o 10.00 0 0 O Z pp 10.00 10.00 � (TYP) O o N ��S TWI10.00 6:10)0-NHONjE 5' SETBACK LINE 1.00 "STOP" SIGN p �► _� ?0 pp TWINHOME TWINHOME TWINHOME TWINHOME Z \ & POST \ \ 4 5 6 7 8 9 10 0 F AZrV� \ — -- 00 1) °O BITUMINOUS .0 �ti0 DRIVEWAY CPRONETE 17.00 ( ) (TYP) o 3 4.31 �� (NP) A I TYP YP ti�MT -- ®. OF.�gy`I 6' C NQAETE.SIDEW,4LK 0oxp� _ 10 ° v 'Wj� �� _o 00 --------- - ---- c)� D412 CURB AND GUTTER 0 \ � 10 --- �- - - �—� -- M- - -- — - -- - - - -- o - o/ \ �yOMF EXISTING WETLAND 17.00 0 \ \ \ CQ 0 0 (TYP) 36.85 �VmA 0.0 _ \ 0.0 — — — \I�Ho 3 �\ 4 - 5 �+ rwINHoME 6 8 9 10 INFILTRATION BASIN \ \ TWINHOME IB -3 \+ \ TWINHOME TWINHOME z� tT,.r ua 10.00 T x x x x PROPERTY �� x x x x x x- x x x x x -x x x 0' 30' 60' 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. &A 9 PRINTED NAME: MICHAEL]. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS BITUMINOUS PAVEMENT 0 CONCRETE PAVEMENT ENGINEERING INC. IS PROHIBITED. IT CONTAINS CONCRETE SIDEWALK DESIGN TREE ENGINEERING INC. REPRODUCTION OF CURB AND GUTTER ERMISSION OF DESIGN TREE ENGINEERING INC. RETAINING WALL STATES AND WILL SUBJECT THE VIOLATORS TO TRAFFIC CONTROL SIGNAGE 0-* STREET LIGHTING NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 4. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 5. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. UO 169) C) \ CONCRETE lyy DRIVE APRON \ O 2°09 7TH STREET W 0p "STOP" SIGN o Z� 60.60\ & POST 10' BITUMINOUS PUBLIC TRAIL \ p X10 ri�C �i�rY U�� o 3 L_� r` L o 10.00 0 0 O Z pp 10.00 10.00 � (TYP) O o N ��S TWI10.00 6:10)0-NHONjE 5' SETBACK LINE 1.00 "STOP" SIGN p �► _� ?0 pp TWINHOME TWINHOME TWINHOME TWINHOME Z \ & POST \ \ 4 5 6 7 8 9 10 0 F AZrV� \ — -- 00 1) °O BITUMINOUS .0 �ti0 DRIVEWAY CPRONETE 17.00 ( ) (TYP) o 3 4.31 �� (NP) A I TYP YP ti�MT -- ®. OF.�gy`I 6' C NQAETE.SIDEW,4LK 0oxp� _ 10 ° v 'Wj� �� _o 00 --------- - ---- c)� D412 CURB AND GUTTER 0 \ � 10 --- �- - - �—� -- M- - -- — - -- - - - -- o - o/ \ �yOMF EXISTING WETLAND 17.00 0 \ \ \ CQ 0 0 (TYP) 36.85 �VmA 0.0 _ \ 0.0 — — — \I�Ho 3 �\ 4 - 5 �+ rwINHoME 6 8 9 10 INFILTRATION BASIN \ \ TWINHOME IB -3 \+ \ TWINHOME TWINHOME z� tT,.r ua 10.00 T x x x x PROPERTY �� x x x x x x- x x x x x -x x x 0' 30' 60' 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. &A 9 PRINTED NAME: MICHAEL]. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS CIVIL SITE PLAN I DRAWING NO. I I NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, \ j I EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS \ OTHERWISE NOTED. \ / 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR \ I TO CONSTRUCTION. / \ I 3. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. / I \ 4. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE / \ I RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. I / I 5. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. \ PROPOSED SITE LEGEND \ I \ \ I BITUMINOUS PAVEMENT \ I \ I I\ CONCRETE PAVEMENT \ I CONCRETE SIDEWALK \ I \ I CURB AND GUTTER I\ I RETAINING WALL ITRAFFIC CONTROL SIGNAGE 0* STREET LIGHTING A I 25' SETBACK LINE 10 v N \ \ EXISTING WETLAND \ INFILTRATION BASIN \ IB -3 25' SETBACK LINE --�— x�x X --X-- PROPERTY LINE — \ 0' 30' 60' 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS CIVIL SITE PLAN DRAWING NO. C205 KEY NOTES: 1D MATCH INTO EXISTING BITUMINOUS PAVEMENT O2 MATCH INTO EXISTING CURB & GUTTER O3 2.00% CROSS SLOPE TOWARDS STREET 4O BOULEVARD @ 4.00% TOWARDS BACK OF CURB - ----- ---- \ \ - 935 GRADING LEGEND = EXISTING MAJOR CONTOUR = EXISTING MINOR CONTOUR - - -100 -- = EXISTING CONTOUR LABEL = PROPOSED MAJOR CONTOUR = PROPOSED MINOR CONTOUR = PROPOSED CONTOUR LABEL •����� = EXISTING SPOT ELEVATION* 100 f xxxx = PROPOSED SPOT ELEVATION* FFE=XXX.XX = FINISHED GARAGE FLOOR ELEVATION *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. 1 2 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. -934 _ LIGE- 7-7 - U6E - - -- e / I e 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. -935- 07 5 / - 93 � � - - - / 936 , T I - - 937 938 a.. 1 2 3 4 - - 5 6 7 8 9 -- 10 \ 11 12 13 14 15 - --- 16 17 18 I � , •FFE=935.90 FFE=936.26 � � - FE=936.97 FFE=937.33 I FFE=937.68 FFE=938.04 , - FFE=938.40 � FFE=938.80 i �� 93590 - - - _ - ' 936.97 ; - - 938.04 - _ 938.80 � 936.26 936.62 937 33 937 68 938 40 1 I 936 v Y I N 937 y / Y 5 935.83 936.01 4 3 9 937.08 937.25 937.43 937.60 937.79 938 __ - - _ _ 935.36 938.14 935.34 935.47 935.6 936.18 936.37 936.54 936.72 936.8 r e p, " 935.83 � 934.64 934.61 934.63 934.761934.95 935.12 935.30 935.47 935.66 935.81'--936.01 936.19 936.37 936.54 936.73 93 96 0 937.08 937.29 937.44 9 r- - 936.19 g3� / Ln - - 935.06 _ - - - - - - 93 - - - - - - - - - - - - - - - - - - O I 934.97 935 93� I 9134 934.86 935.05 \935.22 935.40 935.57- 935.81 935.93 936.11 936.28-936.47 936.64 936.82 936.99 937.17 937.33 _ 937 8934.61 935.76 I 933 ,� � - o � I N N 1c, .930 � -- - INFILTRATION BASIN -16 936.17 936.52 936.88 - 937.24 - ( 937\59 937.95-/9� 8.30 / I TA BOTTOM ELEV:930.00 / I TOP ELEV:934.00 / I HWL:933.68 / 4:1 SIDE SLOPES - ---936-----_ -FFE= - - -- - _ - - - - - - _ _ _ I _ _ _ - - FFE=936.17 FFE=936.52 FFE=936.88 FFE=937.24 FFE=937.59 _-- -- _ FFE=937.95 - -- =FFE=938.30-- - -9 3 4- -- --- - - - - - - - - - _ _ _ _ 938 -- - - -- - - _ - 16 1 2 3 - - -- 4 -- 5 6 - 7 8 - - 9 " 10 -- 11 - --- 12 -- - - 13 - 937 4 r - / ----- ---- - - - - - - - _- - -- -- - - - - -- - -- - - - - � - - - - - - - - - - - - - -- -- -- -- -- -- -- - -- -- � - _ -- -- -- - -- -- - - - - - - 936---- 934 - -- -- - -- --- -- -- - - - 937 - I - - - - - 934 -- -- -- - - - � - - - - - / - - - - - - - - - -- -- - 936 - - / - --- ----- - - - - - - - TOP OF BERM:934.50 - - - -- - -- -- - E.O.F=934.00 - -- -- - - -- -- - \ 0' 30' 60' 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS GRADING PLAN DRAWING NO. C301 KEY NOTES: GRADING LEGEND NOTES: 8 \ \ \ MATCH INTO EXISTING BITUMINOUS PAVEMENT - =EXISTING MAJOR CONTOUR 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE = EXISTING MINOR CONTOUR SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR O2 MATCH INTO EXISTING CURB & GUTTER FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY \ EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING 2.00% CROSS SLOPE TOWARDS STREET - - -100 - - =EXISTING CONTOUR LABEL CONSTRUCTION. = PROPOSED MAJOR CONTOUR 2, SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED BOULEVARD @ 4.00% TOWARDS BACK OF CURB = PROPOSED MINOR CONTOUR 2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. 3. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% ^ �o/ 938.04100 PROPOSED CONTOUR LABEL \ = CROSS SLOPE IN SIDEWALK AREAS. -937.25 EXISTING SPOT ELEVATION* 4. BITUMINOUS TRAIL SHALL BE SLOPED AT 2.00% TOWARDS BACK OF CURB. 5. BOULEVARDS SHALL BE SLOPED AT 4.00% TOWARDS BACK OF CURB. 4 \ � 937.43 f xxx =PROPOSED SPOT ELEVATION* �\,g ` 1 - - - \ x. 6' .,r� \ 6. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. FFE=XXX.XX = FINISHED GARAGE FLOOR \ .73 ELEVATION 7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION � � � I � � � �� � � \� SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE �, * WITH STATE AND LOCAL REQUIREMENTS. 93 \ 938.40 �A V �, SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER Q \� 937.60 1> \19 REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. \ \ \ A 8. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION N -- ' \ \ OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND 936.90 �°' BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS -936.82L ,�� �9�,d, , v 1 ��� �, �,, ASSOCIATION OF MINNESOTA. \� 93779 \ ��9 �cQ 2 9. 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. 10. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 11. 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. 12. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 13. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. ` - - - - - - A - do 937.08 936.99 V \' -- -- \\ - - _ - - 938.80 - _ � 1 � X938.00 a .a - . a. 2 \ e. � � , 936.34 < . �.. ' - - \ ` 937.17 \ ��° �� "O f '-- ' -- �° 937.29 L� \ ` �O,g� � 36. - - _7T STRE T W H E \ \ 9 34 c" \ 938.14 �Stj �� /_- -- ----936--------- \' 93 937.33 -UG 937.44' -- - 8 - \ I \ \ \ - UG 938.47 937.81 \ 937.44\937.73 y.° 937.62' 937.10 \ \ ti. 938.63 937.32 V - - - -- _ 937.19 �^ 3 _ 36 5� 7 g - - �.. FE, 9 - - _ - - -- - 9 \ 10 - -9,54-_ 3 3j29 5 vv �/� ` \936.49 - - �� F �� 936.90 \' �� FFE=937.75 - - - - - -- \ FFE=937.42 FFE=936.25 FFE=935.08 rn �� 935.77 - - - - - �.� 936.44 935.73 _ 935.77 v A V \ \ \ \ V 6\ �935.4�8 / � \° �937.29 F- -�. _- - - - --t- 9 / // �>A \`---� ------r---- -- --993 3-3 2i 937.75936.02 935.48 3 93742- --- 93625 935.84 93 935.94 9ce3 \ 936.49 V , 935.48 � _ -- - - � 3� 9 X9,30 - ,. \ V 936.68 4 `' m / I j9 � 935.58 \ \ A •61 -w �37.0 5936.19 935.6293502 �.3.97937.57 935.48 936.7 9, A V / O� Ao935.58p cr- - \ q V v v c? 936.24 936.25 93633935.76 936.04 -� 935.48 934_.92 � - 933.80 . 93.8 933.64 \ \ 936.40 <-�' 935.90 ) V I (936_63 o / k93-4 .12 ,934.00,,-,, 934.90 936.08/936.2 6�936.34 936.25 934.40 EXSTING WETLAND 935.28 34.67 I I I \ I / I / 933.64 - - N 936.87- \ V A A 9 ° -_ 933.97 - - -- -- - - \ co \ c� 00 \ I V V 937.18- - \ V A 4:1 SIDE SLOPES_ i N � i �� 937. _ - _ _ - - - - - \ - - 93 . - 48 .. . i / o 'I \\ E 350 -- � 937.61 -- � 936 4 , 5, \ 8� � A , T � � y � � ` 10' WIDE OUTLET E.O.F.=933.75 SWALE=932.50 \ � �� \ \ \ � � A v / - - - -- - FFEc93j '�_ - � � � ,, -- ' - \ \ 1 INFILTRATION BASIN -3 \. ` 3 BOTTOM ELEV.930.00 � -- __ �` FE_937.4$ / 4:1 SIDE SLOPES -- 4 FFE-937.61 -� TOP ELEV:933.00 - \ - FFE=936.45 HWL:932.64 \ + \ \ o INFILTRATION BASIN -2 y Ay y - - - - - 7 9 10 - - - - / 57 - - BOTTOM ELEV:930.00 \ y A��_ - / -- , y_ _ 930 931 -� - TOP ELEV:933.00I� 932 _ - - -- - _ -- - -=- -= 933 HWL:932.99 934 - - - - \ 934 c_ / a y 3 + 5 - - - \ C 936 �_ - -- - - ----- 937 / 938 _ - _ _ i ---- 7aa--- - - - -� _ - - - - - - - � � f �` - ---- -- x -----x _ 945 937- -_-- V _938-- J 940 0' 30' 60' /// -94 1 - 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. &A 9 PRINTED NAME: MICHAEL]. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS GRADING PLAN DRAWING NO. C302 I Cl \ I \ I \ I \ \ I � I / I / — \\ _---936--------- � ��, - -- — -- - -_ - 00 I I I I I I I I I I I \ I \ I \ I \ I \ I \ I \ I \ I \ I \I 7Z- 5' SETBACK LINE \ —934, C 93 933.97 364933.80 54.00934.12 I \\ v v � - - - - 93 ,o \ 934.40 64 933.97 — -- - \ �✓ �� \ \ O \ \ EXISTING WETLAND I I \ INFILTRATION BASIN — — IB -3 \ 933_ 932_v 933 — —� -- \ �__ -----_ ---------i--- % /AA _ _934 \— �— — ---- — --- 935- -_- I - -�- -�-------�---- - / � \ zz— 25' SETBACK/LINE /— L--------- 41 —�� 4 �.4z \X\- — — — — — — — — — — -- -j \ \ 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. GRADING LEGEND =EXISTING MAJOR CONTOUR — — — — — — — =EXISTING MINOR CONTOUR -- -100 - -- 100 =EXISTING CONTOUR LABEL =PROPOSED MAJOR CONTOUR -PROPOSED MINOR CONTOUR =PROPOSED CONTOUR LABEL •����.��' =EXISTING SPOT ELEVATION* a,- xx.xx =PROPOSED SPOT ELEVATION* FFE=XXX.XX =FINISHED GARAGE FLOOR ELEVATION *SPOT ELEVATIONS ALONG CURB &GUTTER AND OTHER REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. KEY NOTES: O1 MATCH INTO EXISTING BITUMINOUS PAVEMENT O2 MATCH INTO EXISTING CURB &GUTTER \ 2.00% CROSS SLOPE TOWARDS STREET O BOULEVARD @ 4.00% TOWARDS BACK OF CURB 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS GRADING PLAN DRAWING NO. C303 ----------- �— ----- ----------- __,--- CONNECT TO EXISTING WATERMAIN pry sr RFFr W / r of 0 / I i \I I I\ I I I I I I I I I I I I e 8"x8" TEE 8 PLUG 8"\45° BEND OS -1 (SEE DETAIL) NOTES: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN 7. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN T OF THE = PROPOSED HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE O BUILDING FOR UNIT'S CONNECTION. o SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR = PROPOSED SANITARY MANHOLE \U FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY 8 SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. = PROPOSED EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED ® = EXISTING WATER LINE - DURING CONSTRUCTION. 9. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. 2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY 10. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. / CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, SANITARY LINE = PROPOSED STORM LINE MECHANICAL, AND ELECTRICAL CONTRACTORS. 11. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE / (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT / EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND 12. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH / BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY THE MINNESOTA STATE PLUMBING CODE. ENGINEERS ASSOCIATION OF MINNESOTA. 13. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA / STATE PLUMBING CODE. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 14. ALL IMPROVEMENTS SHALL REMAIN VISIBLE FOR INSPECTION 5. SEE WATER DETAILS FOR ADDITIONAL INFORMATION. . 6. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL 15. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166 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. D D D Q -UGE— -UGC UGE 7 1UGE�_ UGL—UUP UU�UUi uuuuuui UU�UPL�---UGF--- r CORE DRILL AND CONNECT TO EXISTING STMH-2 0 0 0 0 0 0 0 0 STMH-3 CATCH BASIN 1 2 3 4 5 6 1" PE WATER SERVICE @ ' 8' MIN. BURY (TYP) 6" HYDRANT 1" CURB STOP (TYP) ASSEMBLY SANMH-1 - CB -2 - - - 8" PVC SAN. >FT 8" 450 BEND APR -1 INV:931.00 INFILTRATION BASIN IB -1 UTILITY LEGEND 7 8 9 10 11 12 13 14 15 16 17 — —18 — 4" PVC SANITARY SEWER SERVICE @ 2.00% MIN. (TYPICAL) a a v a a L 4 CLEANOUT 6" HYDRANT (TYP) ASSEMBLY 7r7 8" D.I.P. WM -� SANMH-2 —f- - - - - - - - - CB -4 T 1-4 Q ' p 2 _ _ 3 4 5 _ _ 6 _ 7 8 9 10 11 _ _ _ 12 _ 13 _ 14 15 16 0' 30' 60' 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: 03/07/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS = EXISTING HYDRANT HYDRANT = EXISTING CURB STOP = PROPOSED = EXISTING GATE VALVE O = EXISTING SANITARY MANHOLE o = EXISTING CLEANOUT = PROPOSED SANITARY MANHOLE \U = EXISTING STORM MANHOLE CLEANOUT = EXISTING CATCH BASIN = PROPOSED = EXISTING CULVERT APRON ® = EXISTING WATER LINE - = EXISTING SANITARY LINE = PROPOSED = EXISTING STORM LINE 7 8 9 10 11 12 13 14 15 16 17 — —18 — 4" PVC SANITARY SEWER SERVICE @ 2.00% MIN. (TYPICAL) a a v a a L 4 CLEANOUT 6" HYDRANT (TYP) ASSEMBLY 7r7 8" D.I.P. WM -� SANMH-2 —f- - - - - - - - - CB -4 T 1-4 Q ' p 2 _ _ 3 4 5 _ _ 6 _ 7 8 9 10 11 _ _ _ 12 _ 13 _ 14 15 16 0' 30' 60' 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: 03/07/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS = PROPOSED HYDRANT 9 = PROPOSED CURB STOP N = PROPOSED GATE VALVE • = PROPOSED SANITARY MANHOLE COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING = PROPOSED CLEANOUT • = PROPOSED STORM MANHOLE ® = PROPOSED CATCH BASIN PUD DEVELOPMENT PLANS = PROPOSED CULVERT APRON = PROPOSED WATER LINE = PROPOSED SANITARY LINE = PROPOSED STORM LINE 7 8 9 10 11 12 13 14 15 16 17 — —18 — 4" PVC SANITARY SEWER SERVICE @ 2.00% MIN. (TYPICAL) a a v a a L 4 CLEANOUT 6" HYDRANT (TYP) ASSEMBLY 7r7 8" D.I.P. WM -� SANMH-2 —f- - - - - - - - - CB -4 T 1-4 Q ' p 2 _ _ 3 4 5 _ _ 6 _ 7 8 9 10 11 _ _ _ 12 _ 13 _ 14 15 16 0' 30' 60' 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS UTILITY PLAN DRAWING NO. C401 I / I 6" HYDRANT — - — ASSEMBLY / \ CONNECT TO EXISTING WATERMAIN .d ' •. \ SANMH-7 (CONNECT TO EXISTING \ SANITARY SEWER MAIN) j6) a 19 HST REST W 1" PE WATER SERVICE @ 8' MIN. BURY (TYP) I� 11?0 CT / SANMH-3 , 1" CURB STOP TVP UTILITY LEGEND NOTES: = EXISTING HYDRANT 1. = EXISTING CURB STOP ENGINEERING INC. IS PROHIBITED. IT CONTAINS = EXISTING GATE VALVE O = EXISTING SANITARY MANHOLE o = EXISTING CLEANOUT STATES AND WILL SUBJECT THE VIOLATORS TO RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND w = EXISTING STORM MANHOLE ❑ = EXISTING CATCH BASIN e = EXISTING CULVERT APRON -9- = EXISTING WATER LINE 03/07/2022 = EXISTING SANITARY LINE Q = EXISTING STORM LINE NOTES: 8" 22.50 BEND Cb i - - - - --- - - 804pw 3 5 6/\ 8 9 10 Y CB -6 ASSEMBLY T 4" PVC SANITARY SEWER SERVICE @ 2.00% MIN. CB -8 (TYPICAL) \ \ SANMH-4 4" CLEANOUT (TYP) � 8"x8" TEE \ CB -7 - - - 00 APR -2 \ / ' INV:932.60 ' APR -3 - - CB -9 \ : ' 19 INV:932.60 SANMH-5 — —• \ i i - - i - i- - - I I—I - - I - - - SANMH-6 O 8" 22.50 BEND \ _F / - -7 Ho THE PROPERTY OF DESIGN TREE ENGINEERING INC. 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE ENGINEERING INC. IS PROHIBITED. IT CONTAINS = PROPOSED HYDRANT DESIGN TREE ENGINEERING INC. REPRODUCTION OF APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) e = PROPOSED CURB STOP -9- ARE NOT DAMAGED DURING CONSTRUCTION. 03/07/2022 PUD DEVELOPMENT PLANS 2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION H = PROPOSED GATE VALVE SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. • = PROPOSED SANITARY MANHOLE 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE = PROPOSED CLEANOUT RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. • =PROPOSED STORM MANHOLE 5. SEE WATER DETAILS FOR ADDITIONAL INFORMATION. ® = PROPOSED CATCH BASIN 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 = PROPOSED CULVERT APRON CROSSINGS WITH STORM SEWER. 7. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FOR = PROPOSED WATER LINE UNIT'S CONNECTION. 8. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. = PROPOSED SANITARY LINE 9. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. = PROPOSED STORM LINE 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 —U E— UG E— UGE UG` UGL 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 8" 22.50 BEND Cb i - - - - --- - - 804pw 3 5 6/\ 8 9 10 Y CB -6 ASSEMBLY T 4" PVC SANITARY SEWER SERVICE @ 2.00% MIN. CB -8 (TYPICAL) \ \ SANMH-4 4" CLEANOUT (TYP) � 8"x8" TEE \ CB -7 - - - 00 APR -2 \ / ' INV:932.60 ' APR -3 - - CB -9 \ : ' 19 INV:932.60 SANMH-5 — —• \ i i - - i - i- - - I I—I - - I - - - SANMH-6 O 8" 22.50 BEND \ _F / - -7 Ho CB-10 6" HYDRANT ASSEMBLY APR -4 INV:930.00 EXISTING WETLAND INFILTRATION BASIN IB -3 0' 30' 60' 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 / 8-- DATE -9- -10- CB-10 6" HYDRANT ASSEMBLY APR -4 INV:930.00 EXISTING WETLAND INFILTRATION BASIN IB -3 0' 30' 60' 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS UTILITY PLAN DRAWING NO. ,• j b D. / I T T I / �k I � of UI Z) I OS -1 (SEE DETAIL) z1 � O U I SUBSURFACE UTILITY NOTE THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES. 940 CD Ln . CD co CD + Nt co CD m (_n w rn + - PVI ELEV = 935.76 CHECKED BY: JEA co co &i U 0 930 925 NHIGH PT STA = 0+80.04 N N ENGINEERING INC. IS PROHIBITED. IT CONTAINS HIGH PT ELEV = 935.57 M Ln ro C) ++ PVI STA = 0+48.22 rn + - PVI ELEV = 935.76 CHECKED BY: JEA co co &i U A. D. =3.41 w > Ui IT - f` CD � co CA It M d7 m K = 26.4 w w C'') 90' VC m M co M d7 - UG \ UG UG UG UG UG U UG UG 0 0 20' 40' STMH-2 STMH-3 .b P I : 0+48.22 ..b° -1 I -2- 3- �4 5 I--6- 7 I -8� 9 I 10 • -PC: 0+66.13 - AL y CB -3 ANMH- SANMH-1 ,ZOO 00 001- 0 -- ------- 4+00 8" PVC SAN . 5+00 PT: 2+27.88 T+ 8" D.I.P. WM PI: 5+59. CB -1 P1.3 94144 � y \ CB -4 O TEE BOX TRAIL GOPHER STATE ONE CALL 1-800-252-1166 LOW PT STA = 2+27.88 LOW PT ELEV = 934.97 940 � o N Ln 00 M + m 6i -0.50% > °�° CB -1 ,STA 2+29.7 15.4R IM=934.65 _ - INV=931.15 (NE) 12 RCP INV=931.15 (SW) 12" RCP SANMH 1 S A 1+87.6 INV=927.29 (SE) 8" PVC 8" DIP WATERMAIN PVI STA = 2+27.88 PVI ELEV = 934.86 A.D. = 1.00 K = 90.0 90' VC � o N Ln I11 M + m N w > w LU EXISTING GRADE -� �- CB -2 STA 2+29.7 15.6L RIM =934.64 INV=931.30 (SE) 12" CP INV=931.30 (SW) 12" RCP FINISHED GRADE t 0.50% --- -- - ------- 258' 0.50% 12" RCP PVIS: 4+87.93 PVIE: 936.16 CB -4 STA 4+87.9 15.4R RIM=935. 4 INV=932.74 (NE) 12" R P CB -3 STA 4+87.9 15.5E RIM 935.8 INV=932.59 (SW) 12" RCP INV=932.59 (NW) 12" RCP 338'0.40% 8" PVC Nt Ln M N CO -r--CV ENGINEERING INC. IS PROHIBITED. IT CONTAINS N N DESIGN TREE ENGINEERING INC. REPRODUCTION OF O N_ C? Ln N C9 CO Ln ti O r--00 CHECKED BY: JEA co co M f` N C9 U') c IT - f` CD � co CA It M d7 :t M CA M � -:t m m M 07 C'') C6 M 07 m M co M d7 M m m co 07 co 07 mM co m co 07 M m co 07 M M M d7 ' M 07 0+00 1+00 2+00 3+00 4+00 5+00 935 930 925 D E S I G 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS STREET &UTILITY PLAN &PROFILE DRAWING NO. C403 1 9 10 11 °' 9 . 8 9 . • n ° 9 • 8 6 7 8 9 10 SUBSURFACE UTILITY NOTE THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES. 940 19 b. 15 16 17 1$ m • I •a 4 8 • 6 a _ CB -6 9 8 a mm� u b • eC° > bs o ° o ° ° ° °b• b � CB -8 � IIIIIIIIIIIIIIIIIII,-_ • C , • I'/ \ 8" D.I.P. WM PC: 7+70.17 It --1 11 12 13 — 14�,� 8+00 I --r-- TEE BOX TRAIL CB -7 _ — OS -2 — — I APR -2 SEE DETAIL) INV:932.60 P a 1 I \ , 8 B , I 20 Po 19 / 17 18 0 20' 40' 16 GOPHER STATE ONE CALL 1-800-252-1166 940 5+00 6+00 7+00 9+00 10+00 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 FINISHED GRADE 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 03/07/2022 PUD DEVELOPMENT PLANS PVIS: +77.73 PVI E: 935.83 0.50 0 Ln C) HIGH PT STA = 8+2 .6 N o Li M + HIGH PT ELEV= 937.8 �" M ui + 0.50% 00 PVI STA = 8+50.0 m 0 935 w &i U U PVI ELEV = 937.9 A. D. =2.18 w ; &i U 935 K = 41.4LU w 90, vc_ CB -6 - - - ---- ----- — — — — - ------ — ---- -STS 9+-77�22.1 L RIM =935.48 - _ SANMH-2 EXISTING GRADE — — — STA 5+2 .3 L SANMH-3 IN =932.91 (SW) 12" RCP RIM=936.19 STA 8+64.3 CB -5 INV=925. 4 (NW) 8" PVC RIM=937.62 STA 9+79.4 1,6.OR INV=925. 4 (SE) 8" PVC INV=9 4.59 (NW) 8" PVC RIM =9 5.48 930 INV=924.59 (SE) 8" PVC INV=932.72 (NE) 12' RCP 930 i Dcp 8" DIP WATERMAIN 925 338'0.40% 8" PVC 925 _ 1350-40% 8" PVC 920 920 7 CD CV c? M CV N (q co CV N CV N CD m c? N coco Co co m co co 07 � Co M m � co M M M CO M co co m � Co co m � co co � co CO m � co M 07 � co 5+00 6+00 7+00 9+00 10+00 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS STREET &UTILITY PLAN &PROFILE DRAWING NO. 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. 444 PRINT D NAME: MICHAEL J. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS SANMH 4 a. . B a 3 4 5 6 7 $ 9 10 Q o . . a . a . a CB -5 B 8 E \ F �\ C .. , Sq PCC: 10+01.05 a . .. •T STMH-1- t - CB -9 APR -2 ' SANMH-6 INV:932.60 � _ OS -2 12+00 13+00 14+00 �, 14+95 - SEE DETAIL SANMH 5 _ - - - - - - _ \ _ I I I \--PT: 12+31.68 I I I I I I CB -10 P I : 14+24.52 ° 0 . . P s \ APR -3 / q S B 6 _ -- 4 ° v ° INV:930.00 p SUBSURFACE UTILITY NOTE THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDGOPHER TEE B TRAIL STATE ONE CALL ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF 1-800-252-1166 EXISTING SUBSURFACE UTILITY DATA". CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES. 940 LOW PT STA = 14+35.51 940 STMH-1 LOW PT ELEV = 933.98 PVIS: 10+00.25 STA 11+33.6 TOL PVI STA = 14+24.52 PVI ELEV = 933.70 PVIS: 14+94.98 PVIE: 935.94 RIM=936.24 A. D. = 2.65 PVIE: 934.40 PVIS: 10 22.78 INV=931.76 (NW) 12'� RCP FINISHED GRADE K = 34.0 90, Vc PVIE: 935.83 INV=931.76 (E) 12 RCP Ln -i _ 0.50% -0.50% + M m + m '1 - CB -7 EXI TING GRADE - 65% _-qU 935 STA 10+22.8 16 OR U m U w 935 _ RIM=935.4711O es Ln t.0 IGH PT STA = 12+07.6 _ o 1.00 INV=932 9 (SW) 1 RCP - kp 00 HIGH PT ELEV = 936.70 CB- - INV=932.49 (NE) 12" RCP M� w &i PVI STA = 12+31.68 PVI ELEV = 936.87 M N w &i STA 14+22.7 16.0E > > A.D. =2.15 -- > > IM=933.64 1070.50% 12" RCP m K = 41.9 w w INV=930.32 (N) 12" RCP - -TNV�930.3r S)-12"-1:ZCP - LF 2870.50% 12" RCP CB -8 --------- 930 STA 10+24.3 22.1L- - 930 IM=935.48 CB -10 INV=932.30 (SW) 2" RCP STA 14+22.7 16.OR INV=932.30 (SE) 1 " RCP RIM=933.64 SANMH-6 8" D INV 0.16 (N) 12" RCP STA 14+55.2 L WATER MAIN _9 INV- 30.16 (S) 12" RCP RIM=934.12 INV 925.86 (W) 8" PVC 925 317' 0.40% 8PVC 925 135' 0.40% 8" PVC SANMH-4 SANMH-5 STA �0+00.9 L STA 11+37.5 RIM=936.02 RIM=936.40 INV=924.05 (NW) 8" PVC INV=924.59( ) 8" PVC INV=924.05 (SE) 8" PVC INV=924.59 ( W) 8" PVC INV=924.05 (NE) 8" PVC i 920 920 C� C0 N C0 U-) LO 00 U-) C0 ti Ln CA O m CV LO � 0 O M m N M CD N CD M M C`7 co C`7 Mm CA C`7 CA c`7 M N c`7 co N co N c`7 co N co 10+00 11+00 12+00 13+00 14+00 15+00 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. 444 PRINT D NAME: MICHAEL J. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS STREET & UTILITY PLAN & PROFILE 117:7eVIrl1►Lei ►Lei C4O5 10) 20 I / / 0* ------ CB-5 CB -6 7a 8 e SANMH-7 I / / APR -2 / (CONNECT TO EXISTING INV:932.60 PI: 1+70.12 SANITARY EWER MAIN SANMH-4 PI:1+52.00 S S ) 0+0-7— 0 1+00 2+14 OS -2 8" PVC SAN. / (SEE DETAIL) " D.I.P. WM CONNECT TO EXISTING WATERMAIN (FIELD VERIFY DEPTH & LOCATION) CB -7 CB -8 101 \ I d 1 ;04 \ 0 20' 40' SUBSURFACE UTILITY NOTE THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDGOPHER STATE ONE CALL ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF TEE B DRIVE 1-800-252-1166 EXISTING SUBSURFACE UTILITY DATA". CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES. gull gull 1 mt 1+00 2+00 2+50 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: 03/07/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. PVIS: 1 70.12 ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PVIE: 36.29 STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 EXISTING � 7TH AVENUE DATE DESCRIPTION FINISHED GRADE PVIS: 1 +52.00 PUD DEVELOPMENT PLANS PVIS:0+00.00 PVIE: 936.70 PVIE: 935.94 -2-27% 0.50% - - 935 — 935 EXISTING GRADE SANMH-7 STA 0+00.9 L SANMH-4 RI =936.87 STA 10+00.9 L INV=923.32 (S ) 8" PVC RIM=936.02 INV=924.05 (NW) 8" FVC 930 IN -V=924.05 (SE) " 930 INV=924.05 (NE) 8" P C 8" DIP WATERMAIN 925 183'0.40% 8" PVC 925 920 920 C� N CD m m m Cm rn 00 m e m e m e m e co co co cn m m m m m mt 1+00 2+00 2+50 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS STREET &UTILITY PLAN &PROFILE DRAWING NO. C406 ' _ T '- /W- / a STABILIZED CONSTRUCTION EXIT � I � I � I I I I I I I LQ O 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. > > > > > Q Q 7TH STREET W - - - - - 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. > >>� > > Q Q � ®®®®® � _- 1 - I�III���lll�lil� � - �.�.�1 _ � 1�1l�� ��lil�� ■�111� ��1�111�� 1�1�1�� ®®®SOME 111 1 1 �1 PROVIDE SILT FENCE PERIMETER CONTROL AROUND INFILTRATION BASIN A� ----------- ----------- F. --------- (2 EA) / UGE, UGE ` UGC , -- UGE UGE .UG (5 AC) RIPRAP (90 SY) CATEGORY III EROSION CONTROL BLANKET (6,650 SY) ,U9QIG (1.8 AC) 0 INLET PROTECTION � � �.. CHECKED BY: JEA .4 . \ NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR - DESCRIPTION 1 03/07/2022 ®®®®® � _- 1 - I�III���lll�lil� � - �.�.�1 _ � 1�1l�� ��lil�� ■�111� ��1�111�� 1�1�1�� ®®®SOME 111 1 1 �1 PROVIDE SILT FENCE PERIMETER CONTROL AROUND INFILTRATION BASIN A� ----------- ----------- F. --------- (2 EA) UGE, UGE ` UGC , -- UGE UGE .UG (5 AC) RIPRAP (90 SY) CATEGORY III EROSION CONTROL BLANKET (6,650 SY) ,U9QIG (1.8 AC) 0 INLET PROTECTION � � �.. CHECKED BY: JEA .4 . \ NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR - DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 11 I,� � f .,... ..�;......., °°y .•;;;" .... .. ��v y� :::...........:::......yyyy;........,....... .... .::-��_ .......,;." ............yy��;l;;,.....yyyyy.........,,. :........vy;:;° ,.,,..........•yyyy,.:/.,.....yyy........ ......,,.I:...v�;.....,......... ,.. ,..... ..... -—.T.—v— :,......,. ::...� =_............. ;..:. 77/ 1// ...., . . ... \ \ 18 ;;;:... 1 2 3 4 5 6 ,y 7 8 9 10 11 12 I 13 14 15 y 17 / _16 / .. .. err . . .. ,a — r ' I I I I I I ' ' ' I ry I ............, I , I ®®®®® � _- 1 - I�III���lll�lil� � - �.�.�1 _ � 1�1l�� ��lil�� ■�111� ��1�111�� 1�1�1�� ®®®SOME 111 1 1 �1 PROVIDE SILT FENCE PERIMETER CONTROL AROUND INFILTRATION BASIN A� ----------- ----------- F. --------- — -- . -------------------------------------- EROSION CONTROL QUANTITIES. ----------- - - -_-- STABILIZED CONSTRUCTION EXIT (2 EA) _ SILT FENCE (5,300 LF) MNDOT SEED MIX 25-151 (5 AC) RIPRAP (90 SY) CATEGORY III EROSION CONTROL BLANKET (6,650 SY) \ MNDOT DRY SWALE/ POND SEED MIX 33-262 (1.8 AC) 0 INLET PROTECTION (18 EA) CHECKED BY: JEA PROJECT NO.: 00021063 \ NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING PURPOSES. DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 11 I,� � f — -- . -------------------------------------- EROSION CONTROL QUANTITIES. ----------- - - -_-- STABILIZED CONSTRUCTION EXIT (2 EA) _ SILT FENCE (5,300 LF) MNDOT SEED MIX 25-151 (5 AC) RIPRAP (90 SY) CATEGORY III EROSION CONTROL BLANKET (6,650 SY) \ MNDOT DRY SWALE/ POND SEED MIX 33-262 (1.8 AC) 0 INLET PROTECTION (18 EA) CHECKED BY: JEA PROJECT NO.: 00021063 \ NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING PURPOSES. DESCRIPTION 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS EROSION CONTROL PLAN DRAWING NO. C501 W \ .. a, 0 / 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 -� W W I �6•A / W ".I \ \ \ \ ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. 21 W �> - .WW.WWWWW W � W W . •s W ..LL.W.W.W.W .W _ _ — _ --- _ o _ W BGG • W a W W�W .. , • .�. W . WWW - W . " - W STABILIZED CONSTRUCTION EXIT — — TAB 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. 4ii4••4,,'ii4•i4•�,.�,7TH STREET W `�� / �•'4a;�'•` -. ?, `ti's •4,. - �� � ♦ wit f III II A VIII , ------ ------------ I o• W e o• .o..♦ O.oCi•♦ OR ------------ 11111 WE �I o I Qui Ili t �'``I��♦�,�Ii♦p�'' � � it II III � I� � �„;,I'•��.�1 � .iiia <1����: � � , , • ' .... ' v � � . :••�<�♦�o;•� ..• ..,.o i. oo .00• o... �°o, ♦ ��,,;,� �p��.�i .. ��Ilios��li > � O� ..� °S>��♦�•��N!♦.:••QVj��o O• ptO:���iii . �<ljoop ��::�'"�� •' , � .�� O�'i� ��11 ���. • ♦ �.,;, i �p!�„li♦..``�Qliap!�„li.. ..♦ O�op O`N!i . � ;... ♦. ♦ O.♦p. p<1i'•'''��1��:•- �� i' .!%����i,♦�0��,�i♦♦.O� ° � •,.♦ ��,o,♦i • o`!i•.•:• . o•����. i p�l►i .. �y,,.. .,o•.♦°oo ♦• �.♦p.•�S .. • • � �i►�•aa.�yl..eo•�;;!♦`OS�.�♦iio0� • ♦ �.:0 p��li�•cyttliio``�`lii:.;:o�l�%�O� `���i •p��i°•'�Nl�•a:�• � I EXISTING WETLAND \ �_ — � _ _. .--_ W W W W W W W W W W W. .j ". W � _ - �i i� �, � _– _ `=:✓ice �-_� �/�ti`\= � � x x � — x� /fix / /x�x�-x� 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS W ®---- m MEW o• W e o• .o..♦ O.oCi•♦ OR ------------ 11111 WE �I o I Qui Ili t �'``I��♦�,�Ii♦p�'' � � it II III � I� � �„;,I'•��.�1 � .iiia <1����: � � , , • ' .... ' v � � . :••�<�♦�o;•� ..• ..,.o i. oo .00• o... �°o, ♦ ��,,;,� �p��.�i .. ��Ilios��li > � O� ..� °S>��♦�•��N!♦.:••QVj��o O• ptO:���iii . �<ljoop ��::�'"�� •' , � .�� O�'i� ��11 ���. • ♦ �.,;, i �p!�„li♦..``�Qliap!�„li.. ..♦ O�op O`N!i . � ;... ♦. ♦ O.♦p. p<1i'•'''��1��:•- �� i' .!%����i,♦�0��,�i♦♦.O� ° � •,.♦ ��,o,♦i • o`!i•.•:• . o•����. i p�l►i .. �y,,.. .,o•.♦°oo ♦• �.♦p.•�S .. • • � �i►�•aa.�yl..eo•�;;!♦`OS�.�♦iio0� • ♦ �.:0 p��li�•cyttliio``�`lii:.;:o�l�%�O� `���i •p��i°•'�Nl�•a:�• � I EXISTING WETLAND \ �_ — � _ _. .--_ W W W W W W W W W W W. .j ". W � _ - �i i� �, � _– _ `=:✓ice �-_� �/�ti`\= � � x x � — x� /fix / /x�x�-x� 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS EROSION CONTROL PLAN DRAWING NO. C501 N N CD N DO M 02 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. PRINT6D NAME: MICHAEL J. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS 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 STEEL. T -$TYLE FENCE POST PANTED BLUE WITH AN OL BASED PAINT FOR WATERMAN STUB 1 03/07/2022 PUD DEVELOPMENT PLANS RAIN7ED GREEN WITH AN OIL BASED PAINT FOR SANITARY AND/OR STORM SEWER STUD NOT;'. AND A MINIMUM 2" REFTECTORIZED TAPE (FNQMEFR GRADE) AT THE TOP OF THE POST, USE NEENAH R -1642-A FOR LOW PROFILE APPLICATIONS ANLIJ51 D WITHIN TIME �TOLERANCEs PAST SHALL BE BURIED 2 BELOW FINISHED GRADE WITH +' ABOVE FINISHED GRADE (INCIDENTAL) USE NLENAH R1755 -G FOR WATLRTIGHT APPLICATIONS SHOWN SHALL BE READJUSTED AT THE CONTRACTOR'S EXPENSE, UMEMG 70 READ, SANITARY SEWER, STORM SEWER OR WATER MAN WHICH EVER IS APPLICABLE. NEENAH R-1642 WI7H MEL T -STYLE FENCE POST TYPE B SCUD UP MACHINE OR MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) BEARING EQUAL TOP OF PROPOSED SUBGRAiE CONFORMING TO ALL OSHA REGULATIONS AND 4 SPACED 16" OC.RNG FINISHED BITUMINWS WEAR COURSE GRACE STREET THE TOP 3' SHALL O COM DAIRD AT A MIN OF IPO% N STAN PARD PROCTOR DENSITY (MN/AOT 2105) 3/9 "MIN. STANDARD MANHOLE 5/0" MAK. FRAME AND COVEN' A MAX OF UFTS TO BE WETTED CONCEALED PICKHOLEs (2)IT FRAME cRDurNp uNE^ LI D BY BPATORY A MM MEANS�AND NOFL$TMPACTMDAR GROUTING BETWEEN PIPE AMC AWUSTING RINGS 1 pEpSArIY (IpN�POPATbESp)TO PROCTOR MANHOLE BARREL SHALL BE MIN +• - MAX 12" WITH NON -SHRINKING CEMENT 27- WITH �(L GNIM EN o INTERNAL RNA1 !' SEAL REPEAT OPPOSITE RIDE EXCEPT FOR LETTERING CASTING AND GATE VALVE NOT ON CENTERLINE 4-.4 WOOD FW 4'x4" WOOD POST I 4' OWER COMPACTED TO $5% OF USE R-2 JOINT FOR STANDARD PROCTOR DEN$FTr WITHOUT THE USE OF HEAVY ROLLER E-0UIRMENT ALL MANHOLE JOINT$ -4"x4" WOOD P057 STORM B - 5�R /r BARREL TO CONFORM 25 3/4 ' MAINLINE TO ASTM G-478 LATEST REVISION 48" DA I I I/2 7" STORM SEWER WATERMAN WA7FRMANLIAR � BEAFI SURFACE BE MACHINED24" - PER MN/POTBEDDING EJL� 28 1/2 .. 3G" rtARY SEWER GRANULAR FOUNDATON WHERE ORDERED DY THE ENGINEER CENT L.Pit ROADWAY MAINLINE SANITARY SEWER FlNISHED B17UMIN0U5 WEAR ' COURSE GRADE SHOVEL PLACE. AND RAND COMPACT AROUND PIPE TO 12" ABOVE PIPE, VIgRATORt' COMPACTION REWIRED 5/& MIN 3/S ' MIrv. 3/a ^MAX EACH SDI: or PE. IPAS DIRECTED BY THE ENGINEER COVER FRAME 5/8 " NX. z.Das 2.M% FRAME CASTING ON CENTERLINE Title: Cone Section, Casting Steps, Standard Plate Library and Adjusting Rings Title: Standard Frame Standard Plate Library and Cover Title: Adjustment of Standard Standard Plate Library Frame and Cover Title; AUtility Stub Markers Standard Plate Library Title. Standard Piste Library Typical Trench Compaction and Class B Bedding Cit o€ Monticello City Cit of Monticello y City of Monticello City of Monticello City of Monticello pate: Plate No. 03-05 Dote: Plate No. 03-05 Dote; Plate Na. Date: Piste No. — pate: Plate Na. 03-05 1001 1002 1003 1 000 1 007 Revised: 03-15 Revised: 03-15 Revised: 03-1.9 03-15 Revised:03-15 Revised: 03-15 EXISTING (OR FII GRACE PLUGGED ENO —RETET 4' NOTES' 1. RE -USE EXIST" AIRBLEED LINES AND PLUGS I• CORPORARON STOP ON PROPOSED -STUBS. INSTALLATION TO BE MADE AT STORM SEWER O" OR 5' M BACK OF CURB 1F CONCRETE WALK OR NO WHERE ADDITIONAL REQUUIRE PEN5AT10N. FURNISH NEW GASKETS 8 UMINOU$ PATH ARE HYDRATINDER PRESENT 2. NEW UNES WILL BE PAID FOR AT UNIT PRICE BID FOR I" COPPER AND I' CORPORATION STOP. ALL OTHER RDUS MODEL 67 FLAG WATTIELLDOW PROµ WATERMA14 WORK 70 BE INCIDENTAL TO THE PR(XfECT, T 1" COPPER CONCRETE OR OUT OF ORDER TAG BE INSTALLED ON PUMPER CONN TER BACK -FILL EXISTING OR FUTURE PLUGGED END AIR BLEED DETAIL GRASSY AREA BITUMINOUS SURFACE STREET EANFF FLANGE CURB OR GUTTER UNE SLWiR �jTO 2' MAXIMUM ODEBURY UNE (FINISHER GARDE)NI$HED GAME 4 VALVE BOX AS WATERMAN MECALUG MEGALUGWRAP PLUG WIM •MIL POLYSPECIfIm" STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL LESS THAN 5' LESS THAN S' 8'WIDE - 4"rHICK 8X i' x 4- THICKSANITARY I BASED PANT AND MINIMUM 2" REFLECTORIZED TAPE CPMBE IN THE TOP OF THE POST TO MARK VALVE ROIL INSTALLED AT THE TIME OF VALVE BOX BOX. 7(I INSTALLATION CI INSTALLATION (INCIDENTAL) 4' "•, ,,• NOTE: _ PLUG F GATE VALVE BOXES ARE EXTENDED. THERE STORM SEWER o 2 LAYERS OF � u 2�- b" AS RFOUIRED 10' GROUND UNE SHldL � A OATS VALVE NUT [EXTENSION TO WITHIN 7.5' OF FINISHED GRACE AND ATTACHED TO THE GATE VALVE NUT GRANULAR KFILL POLY (4 miQ � TEE AND BEND BEND PLUG I i 5' DIAMETER BY 3' DEEP PIT 1/2 O.D.UNDER TEEL VALVE BOX ADAPTOR 0. MINIMUM OF 1 C.Y. OF 1 m PROTECTIVE COATING AS CLEAR STONE HTORAN7 FILLED WRH ^*�LC�TK 2' ^URED BY ADAPTOR INC, NOTES: H $ � kATNE SOIL O.D- SADDLE OVED EQUAL 4 ME I. THRUSI BLOCKING TO BE USED FOR BEND 22 r/2' PIPESIEMEGAWG AND OVER.CONCRETE 6 4.0 5C FT2. THRUST BLOCKMG SHALL ONLY BE USED WHERE1/2 BO FTS.ANPARY VALVE DOX SEWER WOKKING PRESSURES ARE LESS THAN 150 PSI, Ib - 12 146 5 PT1/2" RUB2ER GASKET INSTALLED BETWEEN THE GATE VAIL& AND s' MIN 6" MIN. a.D� L 3. THRUST BLOCKS REAPING'AREA TO BE POURED 1G 20.0 50 FT A"N57 UNDISTURBED SOIL. 5'OVER(UNLESS GATE VALVE ADAPTOR OTHERWISE NOTED) W-�F/2 TEE4` SHALL BE LSED FOR t2' OR LARGER DIAMETER WATERMAN POURED CONCRETE THRUST BLOCKINGTHRUST 1/i" STEEL YAEVE 60% ADAPTOR IP$TIC FOAM OR APPROt�9 STYROFOAM HI -35 BRAN➢COMPACTED BLTHRUST PIPE LL BE INTS WIT IUSING TIE OF SEN5 EQUALMEI BACKFILL 1.0' 1.0 SI46HA BEHIND NTHRUBT HYDRANT PREC CONCRETE RASE BELOW GATE BLOCKING 1/2 CU. YD. GRAVEL MANUFACTURED BY ADAPTORS INC. DR APPROVED EQUAL 4 - VARIES As SPEOFlED (15"R 15"a 4") VALVE BEHIND TEE STAGGER SHEETS 4' LENGTH WISE AND 2' WIDTH WISE WATERMAIN GATE VALVE WATERMAN VALUE BOX INSTALLATION NOTE: INSULATION REQUIRED FOR WATERMAN WITH LESS THAN 5' COVER IN GRASSY AREAS AND 5' COVER UNDER PAVED SURFACES. NOTE: TO BE CONSTRUCTED M LOCATIONS WHERE VERTICAL CLEARANCES OF IS" MIN. CANNOT BE NWNTAINED. Title: Typical Concrete Standard Plate Library Saddle Title: Standard Plate Library Typical Hydrant y y Installation Cit of Monticello Title: Air Bleed Detail And Standard Plate Library Valve Bax Installation Title: Insulation Standard Plate Library Detail Title: Standard Plate LibraryBlocking for y Watermain Cit of Monticello City of Monticello Date: 03-05 Plate "°' D3-05 Plate Na. per: Piste Na. 03-05 Cit of Monticello Date: Plate No. y 03-05 Cit of Monticello Date: Plate No. y 03-05 1008 Revised: 03-17 2001 Revleed: 2002 2003 2004 Revised: 03-15 D3-17 Revised:03-15 Revised: 03-15 STEEL T -STYLE FENCE POST PAINTED GREEN- WITH AN OIL EASED PAINT AND A �\ CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETE% MINIMUM 2' RLFLEMRIZEO TAPE (ENGINEER GRACE) AT THE TOP OF THE OR APPROVED EQUAL" POST TO MARK THE SERACE M3 TO MINI FENCE POST PAINTED BLUE WITH IN OIL BASED STEEL AND TAPE ', ENGINEER GALLED AT PAINT AND MINIMUM 2" THE STANDARD MANHOLE FRAME AND COYER BE INSTALLED AT THE LIME of SERVICE DEPTH OF COVER OVER INSTALLATION (INCIDENTAL) 4" OR s' PVC TOP 4F PIPE TO SUIT 4" FIELD CbNCILI0N5 Mlk THE TOP OF TO MARK CUR ASST TO MARK CURB STOP. TO BE INSTALLED AT THE TIME OF CURB STOP IHSTALLAnON (INCIDENTAL) GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL All -I i NON-EHiNNkING CEMENT PIPE SHALL BE COMPLETELY ENTRENCHED AND SNAIL HAVE CLASS "B" BEEFING WHERE DIRECTED RY THE -ENGINEER ALL MANHOLES WITH - ADJUSTING RINGS INSIDE DROP SECTION MIN 4` - MAX 12" SHALL BE V CIA (I,D.) 27" DIA 6. _ SEE JOINT DETAIL BELOW MIN a' Y �TI R lw Iz W DRA NAGE AND PLACE NEARLY HORIZONTAL FOR LOW WTIUTY EASEMENT AS srRE'LI p QL 4 oD STREET qJ " + $• DDIIRSECTED BY THE ENGINEERSEWER GROUND UNE BUILDING a a MANHOLE SECTION TO BE ASTM C-479 CLASS II i' TYPICAL SERVICE WHERE OVER OVER 12' 12- AS REQUIRED AS REOUIREO CIRCULAR REINF TOP OF SEWER IS 12' OR LESS 2' INSTALLED BY ORNATE CONTRACT INSTALLED AS PER CITY CONTRACT PROPOSED STORM 'SEWER LATEST REVISION w m S 5, N07ES: TRACER WIRE LOCATE BO% GROUND UNE GROUND LINE 11'- 0" 11'- o" i / 48" DW PVC = POLY -VINYL CHLORIDE SPR 26 DEPTH OF COYER OVER TPP PIPE TO SUR GROUND LINE A'% 12' INSULATION AT PIPE CROSSING 8'X 20' INSULATION FOR BOX (43 2J 2' - USE AN JLEN FOR w ALL MANHOLE JOINTS - �_ OF NECESSARY FIELD CONDITIONS ALL SERVICE CONNECTIONS S SHALL BENE75 AND SPECIAL FITTINGS SFWL BE PAID FOR AT THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4' I TRACER WIRE SPLICE SEE PATE 2106 45 HEADS FOR PETALS (TYPICAL} AiEGAEUG MEGALUG CURB BOX WITH 5'- 1 1/4 ' STANDPIPE AND STATIONARY ROD 7'- 6" MIN COYER ;; STEPS AlOR 1g^� 6'. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR 00 CRETE ENCASEMENT OR PIPE BEDDING. i CUROX STANDPIPE MEGALuc 6" MfOALUG 1" CORP. COCK - B" _ 8� "CRE -ST APPROVED EQUAL o 45'BEND 4' OR 6" PUC WYE ELI TO BE SET BY THE I TRACER WIRE STEEL AWG 12 GAUGE I 12 2' SPOOL CERPWIR£ 39 TAIL MIGHWOENSITY TRACER WIRE 30 MIL NIGH DENSITY 1 POLYETHYLENE GREEN COLORED JACKET I POLYETHYLENE GREEN COLORED JACKET TO BE PROVIDE UNDER CITY CONTRACT I TO BE PROVIDED UNDER ORNATE I 12" wATER1AlUry I VARIES T UPPER WATERMAN I" COPPER BRI SK 8" A 2" f1 PRECAST GASKET CONNECTION SHALL BE USED CASKET CO E FOR CONNECTION PIPE TO MANHOLE4 W � •• NGI ENGINEER -CONTRACTOR , / TO VERITY PRIOR TO BURY MIM PIPE SHALL BE COMPLETELY ENTRENCHED AND ALL VE CLASS 'E" W EREH DIRECTED BY THE ENGIINNEER�COPPER CONTRACT I ` + WATFRIMAIN II-CAP 20' CURRR_ WITH VARIABLE CONCRETE ENCASEMENT I L (TYPICAL) ( ) SEE DETAL BELaw FOR COPPER -CLAD STEEL AWG 12 GAUGE TRACER vnRE 30 MIL HIGH DENSITY j� ry BLANK SLUG TYPICAL NOTE. ATTACH SHUT OF ROD TO CURB STOP (TYPICAL) MAX. 24" CAULKING SEWE[N POLYETHLNE GREEN COLORED JACKET II SEESPEC. L 6" MIN DISSIMILAR PIPES ��''�•' MIN TO BE PROVIDED UNDER CITY CONTRACT ALL EpIPE JOINTS W17wN 10' OF A PRECAST BOTTOM SECTION WITH INVERT 5 AT 12' DC EACH WAY SANITARY SERVICE MAINLINE RENO SHALL BE RESTRAINED USING TIE RDDS, SANITARY SEWER TYPICAL SERVICE WHERE COVER OVER STANDARD MANHOLE FOR ADAPTER To BE RESILIENT TOP OF SEWER IS 12' OR MORE SANITARY SEWER ASTM 0425-64 TYRE III OR APPROVED FOUAL FOR NO SCALE DISSIMLAR PIPES '• �— CONCRETE ENCASEMENT Op (TYPICAL) NOTES: ° — -- PVC WYE � VCP 70 PVC FERNCO ENCASED IN © MANHOLE STEPS $HALL BE CAST IRON OR UA MODEL. PS -I -PF CONCRETEALLBEO EWIIRED SHALL -r' ASTING (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATION$ AND SPACEDPC. • - '- - '- '-' VCP SEWER MAIN (INCIDENTAL). " -' '-' /• DETAIL IF DROP is GREATER THAN 24" INCHES, USE t)IJT'T, pE DROP. CONCRETE E7NCASEMETR -' (TYPICAL) THRUST BLOCKING FOR Title: CLEANING EWrPMENT Title: Title: Title: Title: Standard Plate Library Watermain Offset Standard Plate Library Typical Water Standard Plate Library Standard Sanitary Standard Plate Library Typical Service Connection Standard Plate Library Tracer Wire City of Monticello Service Manhole (New Developments) Date: Plate Na. 03-05 Cit y of Monticello Date: Plate "° City of Monticello Date: Plate Na. City of Monticello Date: Plate No. Cit of Monticello y Date, Plate 03-05 03-05 03-05 03—DS RBv1Bed:D3-17 2005 2Q06 3001 3004 3005 Revised: 03-15 Revised: 03-15 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. PRINT6D NAME: MICHAEL J. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS CIVIL DETAILS 117:LViT/10Lei ►Lei C701 N N CD N M 02 4t TIES REQUIRED TO CLEAN OUTS USE 4" OR 6" CI P PLUG AND CAP, TOP TO BE 1/2 " BELOW FIN+SHED GRADE r FINISHED GRADE 6' PVC RISER FOR NON-RESIDENTML 4" PVC RISER FOR RESIDENTIAL VARIES IV TO 2C' 4" OR 67 VERTICAL WYE (PJC) 1/8 BEND CONCRETE ENFASEMENT R Ei 12 ALL AROUND (Ni rWATER TIGHT GASKET ..-. f OR CEMENTED PLUG HORIZONTAL I (PVC) THRUST BLOCKING FOR CLEANING EQUIPMENT 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE RIE PER EACH. p. CLEAN-OUT-_ RECUIR& AT 70' INTERVALS FROM MAIN SEWFR UNE. Title: Plate Library Sanitary Clean -Out &:Standard City of Monticello pate: Plate Na. 03-05 Revised:3006 03-15 TYPICAL HOLE LOCATIONS a" DIA CORRUGATED POLYS WLENE PIPE WITH PROTECI VE WRAP 6" B/C� C DIA PVCPP WITH PROTECTIVE WRAP HITUMINCUS SURFACE I AGGREGATE BASE 1� 5:1� Q151 GRANULAR SUBGRADE —1= 4} 0 4" PERFORATED P.E. PIPE WITH FABRIC (TYPICAL) ENCASED WITH COARSE AGGREGATE(VNDOT 3149.2H). INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE, LOW POINTS IN ROADWAY OR AS DIRECTED BY THE ENGINEER. Title: Standard Plate Library Perforated P.E. Pipe With Fabric City of Monticello Date: 03-05 Plate No. Revised: 03--15 4000 3/4 " / PER FT /2 R 1/2 R 3" }:5 7° 2 A MODIFIED DESIGN "V 5'- D" ICAC STANDARD FRAME & 601 FOR 8818 CURB & GUTTER m m MODIFIED DESIGN 'D' CURB & "" n GLITTER (TYPICAL. SEE ABOVE) o PLAN 71P/0� MATCH MODIFIED DESIGN •D" CURB & GUTTER (TYPICAL) /)- Bela-- NQTe STORM SEWER 709 OF CASNNG ELEVATION SHOWN ON THE PLAAS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM .THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CAS7ING- Title: Concrete Curb &Gutter Standard Plate Library City of Monticello Date: at Catch Basin 03-05 Revised: 03-15 5004 ¢ CASTING STANDARD FRAME & COVER INSTALL VERA SHIELD (OR APPROVED EQUAL) x ORNAL CHIMWEYSEAL H. 0 z 8" CAST -IN-PLACE ® CONCRETE 4' TO 10' J�E i > U 6 m ,ADJUSTING RINGS 4" MIN - 12" MAX r ROADWAY SURFACE 1 SEE MUDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS WALL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 48' DIA MAY BE ASTM C. 478 CONCRETE PIPE. SEE MDDOT STANDI PLATE 3000 (NO TONGUE OR GROOVE AT TOP OR BOTTOM OF THIS SECTION). CYST -M -PLACE CONCRETE OR MASONRY CONSTRUCTION (BRICK OREBLOCK) ALLOWED ONLY IF APPROVED CONCRETE DOGHOUSE REOUIRED ON OUTS€DE AND INSIDE OF STRUOTLIRE AND PIPE CONNECTION qL STRUCTURE^TI 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MRDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TS FIT REQUIRED DIAMETER. O REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. © MANHOLE STEPS SHAH BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. Q MINIMUM STEEL REINFORCEMENT EQUIVALENT STEEL AREA IN WIRE MESH MiAY BE U$Eu ® GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSYRUG71pN AL50. EXCEPT AS NOTED. Q 12" MINIMUM FOR PRECAST, .5 BRIC9S, OR I BLOCK. MINIMUM FOR MASONRY CONSNCTION Q REINFORCEMENT AS PER MODOT SPEC 330t, GRADE 50. :Standard Plate Library ity of Monticello Standard Manhole for Storm Sewer 03-05 Plate Na. 1:03-17 4001 SAME SLOPE AS ROADWAY _ HORIZONTAL (FORMS MAY BE TILTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3'R 3"R 3� 6" 13 I/2 " SLOPE 0.06. F1/FT SII ORI SLOPE 3/4"/FT 2" MIN I`2• 7_� 12' s HORIZONTAL UNE by MNDOT (D SLOPE I Ft/FT NORMAL, UNLESS / STANDARD PLATE NO. 7100 H 071 SPECIFIED- IF A DIFFERENT SPECIFICATION REFERENCE 2531 _MAER SLOPE BE TILTED 8612 PERMITTED. THE FORM B612 GONGRETE CURB' SC' GUTTER CONCRETE 20'7�CU CDS SDN B6 26672) DIVIDER PLATE 31R 3 R 3F SLOPE 0,05 FT/FT - 6' 13 1/2 ' OR JI SLOPE 3/4"/F 2" MIN2. / 6 HORIZONTAL UNE > a //// MNDOT SLOPE 0.05 FI/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED, IF A DIFFERENT SPECIFICATION REFERENCE 2531 WRER SLOPE IS PERMITTED, THE FORMGONCREIE - 0.0592 CO YDS / HN FT (R618) MAY BE TILTED B618 CONCRETE CURB & GUTTER CONCRETE - 17.2 FT / Cw bs' (Si 12" 3J4 /PER FT 1/2�' R HORIZONTAL ' LINE � — — — —•— —' ' • '-•' MODIFIED DESIGN "D" CURB & GUTTER Title: Concrete Curb &Gutter Standard Plate Library for Streets City of Monticello Date: Plate No. 03-05 Revised: 03-15 5005 a 35 1/4 43" CURB INLET FRAME AND CURB BOX CURB I ET RAME AAV PLAN ANHO" OR CATCH PLASTERED EXTERIOR MANHOLE , .. OR CATCH BASIN DIA (OR APPROVED EQUAL} EASIN .•-', RIVAL CHIMNEY SEAL ELEVATION (SEE DETAIL 501 V� SEWER BRICK (MnDOT SPEC 3616) BLOCK MASONRY CONSTRUCTION Standard Manhole for Storm Sewer 03-05 Plate Na. 1:03-17 4001 SAME SLOPE AS ROADWAY _ HORIZONTAL (FORMS MAY BE TILTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3'R 3"R 3� 6" 13 I/2 " SLOPE 0.06. F1/FT SII ORI SLOPE 3/4"/FT 2" MIN I`2• 7_� 12' s HORIZONTAL UNE by MNDOT (D SLOPE I Ft/FT NORMAL, UNLESS / STANDARD PLATE NO. 7100 H 071 SPECIFIED- IF A DIFFERENT SPECIFICATION REFERENCE 2531 _MAER SLOPE BE TILTED 8612 PERMITTED. THE FORM B612 GONGRETE CURB' SC' GUTTER CONCRETE 20'7�CU CDS SDN B6 26672) DIVIDER PLATE 31R 3 R 3F SLOPE 0,05 FT/FT - 6' 13 1/2 ' OR JI SLOPE 3/4"/F 2" MIN2. / 6 HORIZONTAL UNE > a //// MNDOT SLOPE 0.05 FI/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED, IF A DIFFERENT SPECIFICATION REFERENCE 2531 WRER SLOPE IS PERMITTED, THE FORMGONCREIE - 0.0592 CO YDS / HN FT (R618) MAY BE TILTED B618 CONCRETE CURB & GUTTER CONCRETE - 17.2 FT / Cw bs' (Si 12" 3J4 /PER FT 1/2�' R HORIZONTAL ' LINE � — — — —•— —' ' • '-•' MODIFIED DESIGN "D" CURB & GUTTER Title: Concrete Curb &Gutter Standard Plate Library for Streets City of Monticello Date: Plate No. 03-05 Revised: 03-15 5005 a 35 1/4 43" CURB INLET FRAME AND CURB BOX CURB I ET RAME AAV COLLAR USE CONCRETE CURB Mlx FOR COLLAR 2l' FINISH -� GRADE 31� 2 34' MIN. 4' MIN.'..: Io ':': �•: • 4' CONCRETE COLLAR wows! SECTION A -A POUR A 3' TO 4" CONCRETE COLLAR AROUND RINGS F%TENDING (ROLA THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE ttPE iDESIGN H THE CASTING SHALL BE NEENAH R -350$ -A2 - &Standard Plate Library �:City of Monticello cot , PiIN I EGHALLY JOINTS V Y �} n JOINTS P WITH CURS PLAN ?�a o xpmoa _ PLAN CONCRETE COLLAR ALL STORM SEWER CASTING ELEYABONS INSTALL NIFRA MIELD SHOWN ON THE PUNS HAVE BEEN (OR APPROVED EQUAL} DEPRESSED 0-10' BELOW CUTTER RIVAL CHIMNEY SEAL ELEVATION (SEE DETAIL 501 ADJUSTING RINGS 4008 FOR DETAILS ' b��}O�mmmw 4'MIN- 12"1 Z M-I rvmbmc]N O ENCASE IN CONCRETE YtlVY 1pnr Nru 6• COLLAR USE CONCRETE CURB Mlx FOR COLLAR 2l' FINISH -� GRADE 31� 2 34' MIN. 4' MIN.'..: Io ':': �•: • 4' CONCRETE COLLAR wows! SECTION A -A POUR A 3' TO 4" CONCRETE COLLAR AROUND RINGS F%TENDING (ROLA THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE ttPE iDESIGN H THE CASTING SHALL BE NEENAH R -350$ -A2 - &Standard Plate Library �:City of Monticello cot , PiIN I EGHALLY JOINTS V Y �} n JOINTS P WITH CURS PLAN ?�a o xpmoa _ Standard Catch Basin 03-05 Plate No. 4002 03-17 W E0, R WITHOUT THE PERMISSION OF DESIGN TREE � =oo ENGINEER. ® PIPE WITH FABRIC. INSTALL CLAY THE MATERIAL HEREIN WITHOUT WRITTEN WHERE SOBS ARE EN¢O BRED III THE ROADWAY VIOLATES THE COPYRIGHT LAWS OF THE UNITED � 4008 FOR DETAILS ' b��}O�mmmw '-� Z M-I rvmbmc]N O Or U YtlVY 1pnr Nru Or N 03-05 rv� �u3 5002—A T!3. I$ K, 0.1 n CONCRETE WALK, �rNmmary S' T.N. WITH 12' SPND mmlRm 2' rvm �m J Q malv,wmluv a�8 N� a1 V d16n m- - - 8" CLASS V GRAVEL (MODIFIED) ym to NMNiN.�l�nrna' �4 �����ul D a m ,'Y .1 5 .6 alor'r'i - ip W No`i ✓J �A g N 6a Yro N.Y V3m � a 3rriwhe L� I MJ H a wQ_ w < vx oGU� X M mY!Vim -I'l eml viacii _ � jwrmmm :vi eon nVwa.mmI n marc moi«.mSa,rl a m P,,no mmmq - v, m�0�' r,ti�'a wl r- Q rc ml Standard Catch Basin 03-05 Plate No. 4002 03-17 Standard Plate Library City of Monticello Riprap Detail fR 03-05 Plate No. 4009 03-15 6618 CONCRETE 4 CURB AND CUTTER VAR 4 �¢IABN/AnSR FTr�� m f s' • 7" MIN. 74� 7 WIDTH VARIES 5' MIN.. Standard Plate Library City of Monticello Commercial Driveway Entrance 03-05 Plate No. 5:03-15 1 5008 N U� 35-1/4' PLAN CASTING TO BE SET 0.10' BELOW CUTTER ELEVATION INSTALL INFRA SHIELDCURB INLET FRAME AND CURB Bax (OR APPROVED EQUAL) $TANDARD CASTING - NEENAH R -3067-Y EXTERNAL CHIMNEY SEAL ADJUSnNG RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE MANHOLE COVER TO ISE 48' DIA COLLAR CRETE% TYPE II WITH 24"x 36` G. OPENING •15' 24" 9" CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE N 3 , W" NP AND PIPE CONNECTION 'DIMENSION VARIES BASED ON STRUCTURE DIAMETER RCP NNE CDNCRETE CATCH BMIN MANHOLE NOTES: AND 130.5E 30 BE CRMN TYPE 4338 OR APPROVED EQUAL 1• BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET, SECTION 2. FIRE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES RMIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/00T STANDARD PLATE 4006L THE CASTING $HALL BE NEENAH R -43a2. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP IAB WITH A 27- ROUND OPENING. THE CASNNG SHALL BE NEENAH R -3508-A2. Title: Standard Plate Library Catch Basin Manhole City of Monticello Date: Plate Na. 03-05 Revised:Q �03 03-17 5 Z /2 2 1r2 'r FILL AS NECE55ARY AND COMPACT EASE �I L CLASS V GROUTED IWNDPLACED PIPRAP 2' DEEP ALONG SPILLWAY WITH 18' DEEP GRANNULAR FILTER BLANKET & GECTEXTILE FABRIC SECTION A -A • PAN AND SECTION MAY RE MODIFIED AT THE DISCRETION OF THE CITY ENGINEER WHEN CONCUIONS SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAA. Title: Standard Plate Library Spillway Section City of MonticelloDate: 03-05 Plate No. Revised:4010 IT) _ 1 � i / 40' R (TYPICAL) 0 60' R/W �� 32' FACE TO FACE (TYPICAL (DESIGN) — Raw ('TEMPORARY DESIGN) 40' R 32' FACE TO FACE NOTE: ALL TEMPORARY CUL -DF -SAGS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS. NOTE: DESIGN "D" CURB AND GUTTER TO BE USED WITHIN TEMPORARY CUL-DE-SACS. Title: Typical Standard Plate Library Cul -De -Sac City of Monticello Date: 03-05 Plate IN Revised. 013-15 5 010 4"w 4" TEE .-PVCPP 4'PVCPP 45' TEE MORTAR JOINT WHERE GRAIN PPECOMES INTO MANHtlLE OR BASS CATCH BASIN 4"FVCPR NON PERF AT CONNECTION MANHOLE OR CATCH MANHOLE OR CATCH BASIN WALL B0.51N WAEL 106' (MAX. 1 PREFERRED OS' METHOD CUR s • LENGTH TO BE DETERMINED BASED ON Ex STING SOIL CONDITIONS. CURB RCP PIPE ETHOD PREFERRED M 2' 1' BITUMINOUS SURFACE i a5' 2' 1YP SEE DETAIL FOR CROSS SECH N AOCR[OATE BABE .2. GRANULAR SUBBASE MORTAR JOINT WHERE GRAIN COURSE FILTER Ai PUFF COMES INTO MANHOLE OR MN/DOT 3149.29 CATCH BA51ry PERFORATED PIPE Title: Standard Plate Library Special Details PVCPP Subdrain City of Monticello pate: 03_05 Plate No. Revised:03_15 4005 R W E0, R WITHOUT THE PERMISSION OF DESIGN TREE � =oo ENGINEER. ® PIPE WITH FABRIC. INSTALL CLAY THE MATERIAL HEREIN WITHOUT WRITTEN WHERE SOBS ARE EN¢O BRED III THE ROADWAY VIOLATES THE COPYRIGHT LAWS OF THE UNITED � 4008 FOR DETAILS ' b��}O�mmmw FACE TO FACE Z c rvmbmc]N O Or U YtlVY :Standard City of Monticello Date: Or N 03-05 rv� �u3 5002—A T!3. I$ K, 0.1 2.Oon 2.093 4.oO% CONCRETE WALK, S' T.N. WITH 12' SPND OR g" CLASS $ BAGS 2' ..°dam �m J Q Standard Plate Library City of Monticello Riprap Detail fR 03-05 Plate No. 4009 03-15 6618 CONCRETE 4 CURB AND CUTTER VAR 4 �¢IABN/AnSR FTr�� m f s' • 7" MIN. 74� 7 WIDTH VARIES 5' MIN.. Standard Plate Library City of Monticello Commercial Driveway Entrance 03-05 Plate No. 5:03-15 1 5008 N U� 35-1/4' PLAN CASTING TO BE SET 0.10' BELOW CUTTER ELEVATION INSTALL INFRA SHIELDCURB INLET FRAME AND CURB Bax (OR APPROVED EQUAL) $TANDARD CASTING - NEENAH R -3067-Y EXTERNAL CHIMNEY SEAL ADJUSnNG RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE MANHOLE COVER TO ISE 48' DIA COLLAR CRETE% TYPE II WITH 24"x 36` G. OPENING •15' 24" 9" CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE N 3 , W" NP AND PIPE CONNECTION 'DIMENSION VARIES BASED ON STRUCTURE DIAMETER RCP NNE CDNCRETE CATCH BMIN MANHOLE NOTES: AND 130.5E 30 BE CRMN TYPE 4338 OR APPROVED EQUAL 1• BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET, SECTION 2. FIRE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES RMIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/00T STANDARD PLATE 4006L THE CASTING $HALL BE NEENAH R -43a2. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP IAB WITH A 27- ROUND OPENING. THE CASNNG SHALL BE NEENAH R -3508-A2. Title: Standard Plate Library Catch Basin Manhole City of Monticello Date: Plate Na. 03-05 Revised:Q �03 03-17 5 Z /2 2 1r2 'r FILL AS NECE55ARY AND COMPACT EASE �I L CLASS V GROUTED IWNDPLACED PIPRAP 2' DEEP ALONG SPILLWAY WITH 18' DEEP GRANNULAR FILTER BLANKET & GECTEXTILE FABRIC SECTION A -A • PAN AND SECTION MAY RE MODIFIED AT THE DISCRETION OF THE CITY ENGINEER WHEN CONCUIONS SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAA. Title: Standard Plate Library Spillway Section City of MonticelloDate: 03-05 Plate No. Revised:4010 IT) _ 1 � i / 40' R (TYPICAL) 0 60' R/W �� 32' FACE TO FACE (TYPICAL (DESIGN) — Raw ('TEMPORARY DESIGN) 40' R 32' FACE TO FACE NOTE: ALL TEMPORARY CUL -DF -SAGS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS. NOTE: DESIGN "D" CURB AND GUTTER TO BE USED WITHIN TEMPORARY CUL-DE-SACS. Title: Typical Standard Plate Library Cul -De -Sac City of Monticello Date: 03-05 Plate IN Revised. 013-15 5 010 4"w 4" TEE .-PVCPP 4'PVCPP 45' TEE MORTAR JOINT WHERE GRAIN PPECOMES INTO MANHtlLE OR BASS CATCH BASIN 4"FVCPR NON PERF AT CONNECTION MANHOLE OR CATCH MANHOLE OR CATCH BASIN WALL B0.51N WAEL 106' (MAX. 1 PREFERRED OS' METHOD CUR s • LENGTH TO BE DETERMINED BASED ON Ex STING SOIL CONDITIONS. CURB RCP PIPE ETHOD PREFERRED M 2' 1' BITUMINOUS SURFACE i a5' 2' 1YP SEE DETAIL FOR CROSS SECH N AOCR[OATE BABE .2. GRANULAR SUBBASE MORTAR JOINT WHERE GRAIN COURSE FILTER Ai PUFF COMES INTO MANHOLE OR MN/DOT 3149.29 CATCH BA51ry PERFORATED PIPE Title: Standard Plate Library Special Details PVCPP Subdrain City of Monticello pate: 03_05 Plate No. Revised:03_15 4005 R W E0, R WITHOUT THE PERMISSION OF DESIGN TREE (� STREET WIDTH TO BE OETERMINED BY THE CITY PROPRIETARY AND CONFIDENTIAL INFORMATION OF ENGINEER. ® PIPE WITH FABRIC. INSTALL CLAY THE MATERIAL HEREIN WITHOUT WRITTEN WHERE SOBS ARE EN¢O BRED III THE ROADWAY VIOLATES THE COPYRIGHT LAWS OF THE UNITED � 4008 FOR DETAILS ' b��}O�mmmw FACE TO FACE vARIES Typical Street rvmbmc]N Townhouse DESCRIPTION YtlVY :Standard City of Monticello Date: Plate No. 03-05 CURB & GUTTER 5002—A 0- I$ K, ,.L 2.00% �E 2.Oon 2.093 4.oO% CONCRETE WALK, S' T.N. WITH 12' SPND OR g" CLASS $ BAGS 2' ..°dam �m o malv,wmluv &" TOPSOIL SEED. TACK COAT MNDOT 2357 AND MULCH OR 500 Q 2' TYPE 2360 BITUMINOUG NON -WEARING COURSE Z 8" CLASS V GRAVEL (MODIFIED) w r)� 12" TO 24- SELECT GRANULAR BORROW NMNiN.�l�nrna' 6" NINrM1uN sfl7tlF7 AND. CTIMPACT 3uBGRADE _oo - G.I L� I w X M � jwrmmm :vi eon nVwa.mmI a II y 2 r- Q rc a a Ot d a iI"S � - Nwm ni,n mnnw No r-mo-Nnm rv,nrvma Standard Plate Library City of Monticello Riprap Detail fR 03-05 Plate No. 4009 03-15 6618 CONCRETE 4 CURB AND CUTTER VAR 4 �¢IABN/AnSR FTr�� m f s' • 7" MIN. 74� 7 WIDTH VARIES 5' MIN.. Standard Plate Library City of Monticello Commercial Driveway Entrance 03-05 Plate No. 5:03-15 1 5008 N U� 35-1/4' PLAN CASTING TO BE SET 0.10' BELOW CUTTER ELEVATION INSTALL INFRA SHIELDCURB INLET FRAME AND CURB Bax (OR APPROVED EQUAL) $TANDARD CASTING - NEENAH R -3067-Y EXTERNAL CHIMNEY SEAL ADJUSnNG RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE MANHOLE COVER TO ISE 48' DIA COLLAR CRETE% TYPE II WITH 24"x 36` G. OPENING •15' 24" 9" CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE N 3 , W" NP AND PIPE CONNECTION 'DIMENSION VARIES BASED ON STRUCTURE DIAMETER RCP NNE CDNCRETE CATCH BMIN MANHOLE NOTES: AND 130.5E 30 BE CRMN TYPE 4338 OR APPROVED EQUAL 1• BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET, SECTION 2. FIRE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES RMIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/00T STANDARD PLATE 4006L THE CASTING $HALL BE NEENAH R -43a2. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP IAB WITH A 27- ROUND OPENING. THE CASNNG SHALL BE NEENAH R -3508-A2. Title: Standard Plate Library Catch Basin Manhole City of Monticello Date: Plate Na. 03-05 Revised:Q �03 03-17 5 Z /2 2 1r2 'r FILL AS NECE55ARY AND COMPACT EASE �I L CLASS V GROUTED IWNDPLACED PIPRAP 2' DEEP ALONG SPILLWAY WITH 18' DEEP GRANNULAR FILTER BLANKET & GECTEXTILE FABRIC SECTION A -A • PAN AND SECTION MAY RE MODIFIED AT THE DISCRETION OF THE CITY ENGINEER WHEN CONCUIONS SUCH AS PIPE VELOCITIES DO NOT REQUIRE SUCH EXTENSIVE RIP RAA. Title: Standard Plate Library Spillway Section City of MonticelloDate: 03-05 Plate No. Revised:4010 IT) _ 1 � i / 40' R (TYPICAL) 0 60' R/W �� 32' FACE TO FACE (TYPICAL (DESIGN) — Raw ('TEMPORARY DESIGN) 40' R 32' FACE TO FACE NOTE: ALL TEMPORARY CUL -DF -SAGS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS. NOTE: DESIGN "D" CURB AND GUTTER TO BE USED WITHIN TEMPORARY CUL-DE-SACS. Title: Typical Standard Plate Library Cul -De -Sac City of Monticello Date: 03-05 Plate IN Revised. 013-15 5 010 4"w 4" TEE .-PVCPP 4'PVCPP 45' TEE MORTAR JOINT WHERE GRAIN PPECOMES INTO MANHtlLE OR BASS CATCH BASIN 4"FVCPR NON PERF AT CONNECTION MANHOLE OR CATCH MANHOLE OR CATCH BASIN WALL B0.51N WAEL 106' (MAX. 1 PREFERRED OS' METHOD CUR s • LENGTH TO BE DETERMINED BASED ON Ex STING SOIL CONDITIONS. CURB RCP PIPE ETHOD PREFERRED M 2' 1' BITUMINOUS SURFACE i a5' 2' 1YP SEE DETAIL FOR CROSS SECH N AOCR[OATE BABE .2. GRANULAR SUBBASE MORTAR JOINT WHERE GRAIN COURSE FILTER Ai PUFF COMES INTO MANHOLE OR MN/DOT 3149.29 CATCH BA51ry PERFORATED PIPE Title: Standard Plate Library Special Details PVCPP Subdrain City of Monticello pate: 03_05 Plate No. Revised:03_15 4005 R W E0, R WITHOUT THE PERMISSION OF DESIGN TREE (� STREET WIDTH TO BE OETERMINED BY THE CITY PROPRIETARY AND CONFIDENTIAL INFORMATION OF ENGINEER. ® PIPE WITH FABRIC. INSTALL CLAY THE MATERIAL HEREIN WITHOUT WRITTEN WHERE SOBS ARE EN¢O BRED III THE ROADWAY VIOLATES THE COPYRIGHT LAWS OF THE UNITED 12' OR 14' 4008 FOR DETAILS 3C', 32' OR 36' FACE TO FACE vARIES Typical Street Plate Library Townhouse DESCRIPTION Mbom£D DESIGN D :Standard City of Monticello Date: Plate No. 03-05 CURB & GUTTER 5002—A Rervleed:__ __ K, ,.L 2.00% �E 2.Oon 2.093 4.oO% CONCRETE WALK, S' T.N. WITH 12' SPND OR g" CLASS $ BAGS 2' 1 1/2 " TYPE 2380 BITUMINOUS WEARING COURSE (TYPICAL.) &" TOPSOIL SEED. TACK COAT MNDOT 2357 AND MULCH OR 500 Q 2' TYPE 2360 BITUMINOUG NON -WEARING COURSE (ttPl[AL} 8" CLASS V GRAVEL (MODIFIED) 12" TO 24- SELECT GRANULAR BORROW 6" NINrM1uN sfl7tlF7 AND. CTIMPACT 3uBGRADE p 2 ROLLS OF $00 TO BE PLACER BEHIND CURB AND SIDEWALK/IRWL. THE PROPERTY OF DESIGN TREE ENGINEERING INC. f� THE USE AN THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CIN ENGNEER, WITHOUT THE PERMISSION OF DESIGN TREE (� STREET WIDTH TO BE OETERMINED BY THE CITY PROPRIETARY AND CONFIDENTIAL INFORMATION OF ENGINEER. ® PIPE WITH FABRIC. INSTALL CLAY THE MATERIAL HEREIN WITHOUT WRITTEN WHERE SOBS ARE EN¢O BRED III THE ROADWAY VIOLATES THE COPYRIGHT LAWS OF THE UNITED 5U,BGRADE OR AS DIRECTED BY THE ENGINEER. SEE 1 4008 FOR DETAILS COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING Title: CHECKED BY: JEA Typical Street Plate Library Townhouse DESCRIPTION 1 :Standard City of Monticello Date: Plate No. 03-05 5002—A Rervleed:__ __ CONTRACTION JOINTS 3" 12" GRANULAR BORROW OR 6,r CLASS 5 4" OR 6" CONCRETE WALT( BOULEVARD WIDTH VARIE5(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH - 6' DEPTH - 6" FOR NEW DEVELOPMENTS •4" MINIMUM FOR EXISTING AREAS, 6- AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH - 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS - 6' INTERVALS EXPANISIONJOINTS - 60' INTERVALS (APPROX.) 'MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Title; Typical Sidewalk Standard Plate Library City of Monticello Date: 03-05 Plate No. Revised: 03-17 5012 DESIG N *TREE engineering + land surveying St. Cloud I Alexandria 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS CIVIL DETAILS DRAWING NO. C702 N N CD N M BITUMINOUS TRAIL DESIGN ICY - PATHWAY WIDTH 10 ft - SHOULDER WIDTH 1 fi MIN. 3" SP 9.5 WEARING 6' CL 5 AGGREGATE 12 SELECT GRANULA FABRIC IF DIRECTED L. -.,....,--.. NOTES: i. TPAIL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE CITY OF MONTICELLO GENERAL SPEGTSGIhONS AND STANDARD DETAIL PLATES 2. FEDESTRAV RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOMES AND CONFORM TO ADA REOUIRE7MENTS. 3. MODIFY SURFAOING, BASE. AND 590GRAOE DESIGN BASED ON E%PECTED VEHICULAR USE AND SUBGRADE SOILS. C m.1 y�myQ :cxTS'T k�mmma yo� Zvai TT�r�TTzm mYT��T�2 om�=o n n0;DF, Mq T Om�GO � 2�Z�r z V1 m ,A.y�zTn� nr i7y'4 �{> �- �timrq 0 zmA=� m� my >��� b r12mGO Z-? a 2E Z70 Z. Z mon CC== Cm m� Standard Plate Library City of Monticello Typical Trail Section 03-05 Plate No. 03-15 5013 Title: Standard Plate Library Joint Trench Utility For Town Houses City of Monticello Date: 03-05 Plate No. Revised: 03-15 7004 H°TL: MAILBOX HEIGHT & OFFSET TABLE ALL waoo SHALL BE CEDAR DR TREATED O HEIGHT i OFF— CURB h COTTERDESIGN (IN) (IN) BG 41 - 42 T1 MOD °D' as - 4$ 15 Title: Service Drop Locations Standard Plate Library for all Developments City of Monticello Date: 03-05 Plate No. Revised: {)7J— 5 7005 0 o MAILBOX INOTES: o ° MATERIAL: 3#/FT. 1�zop or CURD TO }Loop OF MANLDOX ALUMINUM SHALL BE 5052-H38 OR 5061-T6 ALLOY. 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET AID BACK OF OURS TO FRONT OF MANLBOX. FOR INSTALLATIONS IN RURAL LOCATIONS OFFSET PRONT of MATBOx 9"-12" FROM COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING u BpX ny) VOCE OF TURNOUT OR LIABLE SHOULDER QPROVIDE YELLOW 3" POUND REFLECTOR ON APPROACH SIDE OF POST (FIRST POST ONLY ° .100 ON THE LONGEST SIDE DESCRIPTION FUR TWO POST INSTALLATIONS) OVER 30" f� OR CADMIUM PLATED. 4 PROVIDE 3" SEPARATION BETWEEN MAILBOXES 8' SOIIARE pEpAR OR iR[ATq. WOOD POS y SIGNS AND MARKERS STANDARD SPECILICATIONS EOR L3#/FT. BITUMINOUS ROADWAY MPJ /0 OVER 30" CHANNEL POST SPECIFICATIONS SIGNSSHALL BE NOTCHED FOR USF WITH E-450 BRACKETS NOTE: MINIMUM 3 MAILBOXES TO MAXIMUM 8 MAILBOXES NOTE, 1 MAILBOX TO MAXIMUM 2 MAILBOXES ON SINGLE POST ON DOUBLE POST INSTALLATION INSTALLATION O HSE HSE RSE ASE HSE HOE HSP NCE hUti .11N A .' hDti i Iti ,ILK 1U.} rs<la Ilea Nn pax nox Rm. ana IIm. 2-3 8'• 0.4. / ALE HYE Rna xn. WITH WHITE SERIES E BORDER TRIG: Mailbox Detail AStandard Plate Library New -Residential City of Monticello Date:Plate No. h SIGNS AND MARKERS STANDARD SPECIFIOATIONS FOR -03-07 2 STEEL CHANNEL POSTS MINIMUM AT HIGHWAY CONSTRUCTION. 5014 Revised DEAD ENDS 03-15 Title: Service Drop Locations Standard Plate Library for all Developments City of Monticello Date: 03-05 Plate No. Revised: {)7J— 5 7005 ° 0 o TRAFFIC SIGN SPECIFICATIONS BE USED, 2,5 LB/FT POSTS SHOULD BE o ° MATERIAL: 3#/FT. o ALUMINUM SHALL BE 5052-H38 OR 5061-T6 ALLOY. 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET o GAUGE SHALL BE: .080 ON THE LONGEST SIDE COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING u UP TO 30" BOLTS, NUTS, AND WASHERS ° .100 ON THE LONGEST SIDE DESCRIPTION P OVER 30" f� OR CADMIUM PLATED. REFLECTING SHEETING SHALL BE DIAMOND GRADE. ^ ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECILICATIONS EOR L3#/FT. ° HIGHWAY CONSTRUCTION. OVER 30" CHANNEL POST SPECIFICATIONS ° GALVANIZED STEEL CHANNEL POSTS SHALL a BE USED, 2,5 LB/FT POSTS SHOULD BE o z USED THAT ARE PUNCHED ON 1" CC. ° g GALVANIZED POSTS SHALL BE OF THE ° 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET STATES AND WILL SUBJECT THE VIOLATORS TO IN HEIGHT BETWEEN BOTTOM OF SIGN AND COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING FINISHED GROUND. . 0 0 0 110 0 0 BOLTS, NUTS, AND WASHERS MATERIA' HARDWARE SHALL BE GRADE 5 DESCRIPTION MINIMUM AND BE GALVANIZED 03/07/2022 OR CADMIUM PLATED. NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGN$ ARE NOT INSTALLED Standard Plate Library City of Monticello GALVANIZED GRATE (SPLIT) 4" x 4" OPENINC RIM ELEV:! 8" OPENI 8" OPENING INV:931.70 PLAN Typical Traffic Sign Installation 03-05 Plate No. d' 501 03-17 OUTLET PIPE GALVANIZED GRATE (SPLIT) 4" x 4" OPENINGS INLET OPENING J EXISTING IWATER SYSTEM OUTLET 70 V VIYII IIN�.GOP 70 OUTLET STRUCTURE OS -I DETAIL SCALE=N.T.S. Street Sign USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE 0 0 PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. 0 0 0 0 STATES AND WILL SUBJECT THE VIOLATORS TO TRAFFIC SIGN SPECIFICATIONS COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK . 0 0 0 110 0 0 PROJECT NO.: 00021063 MATERIA' DATE DESCRIPTION 0 0 0 o 03/07/2022 ALUMINUM SHALL BE: W52 -H38 DR 6061-T6 ALLOY GAUGE SHALL BE: ON THE LONGEST SIDE ^ .080 UP TO 30" 5.' MIN. 0 0 100 ON TME LONGEST SIDE OVER 30" SIGNSSHALL BE NOTCHED FOR USF WITH E-450 BRACKETS 9' STREET NAME SIGNS SHALL HAVE 6" UPPER CASE 2'2' MIN 2-3 8'• 0.4. / LETTERS WHITE ON GREEN HIGH INTENSITY GRADE SHEETING WITH WHITE SERIES E BORDER o ALL SIGNS SHALL CONFORM TO SECAONS 2564 ANG 3352. h SIGNS AND MARKERS STANDARD SPECIFIOATIONS FOR 2 STEEL CHANNEL POSTS MINIMUM AT HIGHWAY CONSTRUCTION. DEAD ENDS _ BOULEVARD f APPRD%. 2' a" GRADE e.11111U_1111111111111111 �pfllllmlgllll=1111111 ? �Iln�ll=IIIIIIIc �' �" Illhll IRIIII- m11111l1 opI�II1111 TUBULAR POSTS SPECIFICATIONS 1&III1= = 11III BIIII TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFFIC RIM ir CONTROL SIGNS. SHALL VARY IN LENGTH. SHALL HAVE A DIMPLED TUBE BELOW GRADE OR INSTALL A ANTI- ROTATION 11[i111 '" • DEVICE Tb PREVENT TUBE FROM TURNING, SHALL BE NOTES; a• ii1 2-3/8" O.D., SHALL BE GALVINIZED AND SHALL HAVE DEAD END ROADWAY SIGNS SHALL RE K4-11 WITH THE FOLLOWING COLORS: IIV101 S A s A WEIGHT OF 2LB./FT. REFLECTORS - RED (DAMOND GRADE) O CONCRETE GROUT 1111111 s III ILII RI --RED MEDIAN SIGNS SWJ1 BE X4-2 WITH THE FOLLOWING COLORS: REFLEGTORS - YELLOW (DMMOND GRADE) 0 NOTE: CONCRETE GROUT TO BE MIXED THOROUGHLY WITH WATER BEFORE BACNGROUNp -BLACK OR YELLOW' INSTALLATION $TEFL CHANNEL POUT$ SHALL WI' AS ED. POSTS SHALL BE PUNCHED 1' C A14D'T. AMD GALVAFVRED. GALVANIZED POSTS SHALL 8E OF THE 4 -RIB DESIGN. RI SI HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED '6\ OR CADMIUM PLATED. NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE TO BE INSTALLED Standard Plate Library City of Monticello Title: Typical Traffic Sign Installation late: 03-05 Plate No. Revised: 03-15 5017 Title: APermanent Barricade Standard Plate Library & Hazard Markers City of Monticello Date: 03-05 Plate No. Revreed:03--15 5018 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS CIVIL DETAILS DRAWING NO. C703 N N O N M 02 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 Grovel pods) Mrl Class CA -15 NO. DATE —7" NG NUT L 03/07/2022 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 - 4 rt Tao w � Z �4 4z �� 0Lq II o $ �°� oW �a a ;; = w 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 PER MIDOT SPECIAL BN _ _ �$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- csa 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 03-15 Revised:6005 43-15 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 BTMN,ESPERSLI.YG. 1.�381APLE6 PFR 50. YG. ATN 6TPpLFS PFR SQ Y0. L'1 raf,ID[S d:18LOPE6 I9GH 9.CNL GMa<VNELe sHORE�,F= `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 �G�\� F� F� O�A�.................. WITH STAND PIPE OUTLET . -.. - 4W111' I," Emergency spillway d Perforate standpipe I� 3/4" rock cone D 5 1. PRFPAAE SOIL BF WRF NSTALLING SIAMf.T6, NCLVGINGAfN NEGES64RY LPPLICAPGN OF IIMf, FERIILIEfR, MIG EfEq. 2. fFdNAT Hf CP OF MES Bf ETPNGHdUNq HffW Rf INPFI16onl £EPMf I+SN ] WqE REH H WPHAPPftOAlIW.1ELV IS 19omq oT BIIJRYETP LTENGF➢BEY�W THE OPSWPE POR1lON OF THE SPPiPA PfICHGRTIE ass nESAV naz.waTlrrw�I rnx x HfBO o of Her�NdH. 1/3 Z TwnHnrcworsTn Where the flow of water is 1" holes spaced B" to 10" on center concentrated, place sod stips sTPacRrsTA sem. Na�R°xl , P,I, i IAP.RT.�s n�wlm °r Bra Rw E. D = diameter of standpipe equal to dicmeter of pipe. NOTA: parallel to the dlreatlan of water flow."bBEo 5. ROLL THE S�AHxETS{P.] PC++H OR fBl NOWSONTALtY ACRC66 P4 SLOPE. B�+NNa=T6 WILL VuROLL WRH APPRCPTCATE 9 oF AGRINST THF SOIL SVRFACE,M.L&RNNETS WJ6T BE 6ECURFiYFnSTFNEq Tg5gL 6uPFRCE BY PLACING STAPCESRTAK FS INP MPHATELO MNSMSV NwREETAL4EPATTERNOUGE.WHFNUANGOP7I LGm6YSTEM 6TARE85T U LSO KMN� AGH.aFT E� OREGGGTs GHH�H�NrtINGro F�R��G RR ERTAE �PAmAN. OVERLAPPING SOD Pipe material must be r id p /� NOTE: ON btl sOTPPI M SELPF— MUST Bf OTA EG WITHn PRO FDMOF, F'c'�SarvtswnldVFRLAP GFP N°M¢ WNSTA41�EO ELPHNLMII(ET KEf��BEING 9TPlL£G ON TO9I EVEN YYPH�THEOGLORE99EWNETrtCH EDM OF 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"PF�lI—C contractor will be responsible for the successful establishment of the sod including rPe air 'or replacement of sad which becomes displaced or darn❑ ed due to lock of P p 9 HGTE: REAN s'i,s,m7 MAY BE NECFSFARY TO SRF CR BLAKE LENGTHS:o-TEF TH NGS.TMEVBE CFTA INSCYLCPRICN LOG&E protection or proper Care. PRGPERLY9FCVFE NEBdNKETs, Standard Plate Library City of Monticello Title: Temporary Sediment Basin Date: Plate No. Standard Plate Library City of Monticello '�° Sod Placement Date; Plate No. Standard Plate Library City of Monticello Title: Erasion Control Blanket stapling Patterns & Installation Date: Plate No. 03--07 03-07 03-08 Revised: 03_15 6007 Revised: 03-15 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: 03/07/22 LICENSE #: 56653 HEADWATERS 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 03/07/2022 PUD DEVELOPMENT PLANS EROSION CONTROL DETAILS L»_mTrIILei 0 C704 Q H- W u) W cl 010 rel O O M N N O N C'7 SOUTH ELEVATION 118" =1'-0" A3 500 G20 1 NORTH ELEVATION 118" =1'-0" II. lil�:i Fio G14 TRUSS BRG 109'-10" CEILING 109'-0" FIRST FLOOR 100'-Y TI FND WALL TYP n 98'-10112" TRUSS BRG 109'-10-- CEILING 09'-10"CEILING 109'-0" FIRST FLOOR 100'-0" 1 TI FND WALL TYP t 98'-10112" 1 NORTH ROOF PLAN (1) 118" =1'-0" ROOF PLAN SYMBOLS LEGEND 1 SECTION REFERENCE 101 1 DETAIL REFERENCE 101 OX ROOF PLAN NOTE ROOF PLAN GENERAL NOTES A. COORDINATE AND VERIFY ALL ROOF OPENINGS AND PENETRATIONS WITH STRUCTURAL, PLUMBING, HVAC, AND ELECTRICAL REQUIREMENTS. B. PROVIDE WATER TIGHT INTEGRITY AT ALL PENETRATIONS AND EQUIPMENT PER ROOFING MANUFACTURERS STANDARD DETAILS AND REQUIREMENTS FOR WARRANTY AND CURRENT NRCA STANDARDS. ROOF ASSEMBLIES ------------ R6 ASPHALT SHINGLE ROOFING SYSTEM: ASPHALT SHINGLES ON UNDERLAYMENT ON 7116" EXTERIOR GRADE W00 SHEATHING ON WOOD STRUCTURE. ICE AND WATER BARRIER 3'-0" WIDE AT ALL EAVES, VALLEYS AND PENETRATIONS THROUGH ROOF. G14 METAL DOWNSPOUT G15 11/4" X 12 HARDBOARD FASCIA ON 2x10 WOOD FRAMING — ==-ate_ m =sii ��=_�_- __�—_�_=-e�_•:�_=_mss-m_ -a__z -_s= _____�_--��-_sees_ __ ----- _ _----- z—_ _--- =i—r=rr___—____-- 100 � r NORTH ELEVATION 118" =1'-0" II. lil�:i Fio G14 TRUSS BRG 109'-10" CEILING 109'-0" FIRST FLOOR 100'-Y TI FND WALL TYP n 98'-10112" TRUSS BRG 109'-10-- CEILING 09'-10"CEILING 109'-0" FIRST FLOOR 100'-0" 1 TI FND WALL TYP t 98'-10112" 1 NORTH ROOF PLAN (1) 118" =1'-0" ROOF PLAN SYMBOLS LEGEND 1 SECTION REFERENCE 101 1 DETAIL REFERENCE 101 OX ROOF PLAN NOTE ROOF PLAN GENERAL NOTES A. COORDINATE AND VERIFY ALL ROOF OPENINGS AND PENETRATIONS WITH STRUCTURAL, PLUMBING, HVAC, AND ELECTRICAL REQUIREMENTS. B. PROVIDE WATER TIGHT INTEGRITY AT ALL PENETRATIONS AND EQUIPMENT PER ROOFING MANUFACTURERS STANDARD DETAILS AND REQUIREMENTS FOR WARRANTY AND CURRENT NRCA STANDARDS. ROOF ASSEMBLIES MARK CONSTRUCTION DESCRIPTION R6 ASPHALT SHINGLE ROOFING SYSTEM: ASPHALT SHINGLES ON UNDERLAYMENT ON 7116" EXTERIOR GRADE W00 SHEATHING ON WOOD STRUCTURE. ICE AND WATER BARRIER 3'-0" WIDE AT ALL EAVES, VALLEYS AND PENETRATIONS THROUGH ROOF. CONSTRUCTION TYPES MARK DESCRIPTION G3 METAL GUTTER G14 METAL DOWNSPOUT G15 11/4" X 12 HARDBOARD FASCIA ON 2x10 WOOD FRAMING G20 CONTINUOUS RIDGE VENT J1 CAST STONE SILL. RAKE AND CAULK ALL JOINTS. J6 11/4" X 8" HARDBOARD TRIM EXTERIOR ELEVATIONS SYMBOLS LEGEND 1 SECTION REFERENCE 101 OX ELEVATION NOTE EXTERIOR FINISH PATTERNS ® ASPHALT SHINGLES LAP SIDING SHAKES 1 DETAIL REFERENCE 101 AL01 WINDOW TYPE a— CONSTRUCTION KEYNOTE CULTURED STONE EXTERIOR ELEVATIONS GENERAL NOTES A. ALL WINDOW, DOOR AND CORNER TRIM TO BE 11/4" X 4" HARDBOARD. B. TRIM ALL EXTERIOR LIGHTING FIXTURES, OUTLETS, HOSE BIBBS AND ALL OTHER SIDING PENETRATIONS WITH 11/4" X 4" HARDBOARD TRIM (TYP) C. REFER TO SHEET A891 FOR WINDOW FRAME ELEVATIONS D. SEALANT COLORS TO MATCH ADJACENT FINISHED SURFACES. O O Ln 10 O 'zl- N O 01 00 10 M 0l 00 vl Ln O Ln V V M N l0 00O vo0'o0 OM N r�N O M M'Zil 00 Ln 'n m r' • C/) U) O �--+ c a E O m— O 4, cu 0 O U G Q) O cu U Ca W CCO Z G Revisions: Date: 03-01-22 Job No: 210285-01 Sheet No.: A220 MONTICELLO, MN SYMBOL DESCRIPTION SYMBOL 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 MONTICELLO TWIN HOMES 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 LICENSE NUMBER: 44803 DATE: 07 MARCH 2022 SHEETS ISSUED BY DATE N r- 0 SHEET NO. DESCRIPTION o C0.1 LANDSCAPE TITLE SHEET X 1-2.1 LANDSCAPE PLAN - OVERALL X L2.2 ENLARGED LANDSCAPE PLAN - WEST X L2.3 ENLARGED LANDSCAPE PLAN - EAST 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 [ i 1CHI MONTICELLO TWIN HOMES MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE/REVISION REVIEW 07 MAR 2022 DEVELOPMENT PUD 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. DEVELOPMENT PUD MARCH 7, 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 SHEET NO. / Landform®and Site to Finish%re registered service marks of Landform Professional Services, LLC. I 1 ENLARGED LANDSCAPE PLAN WEST Q, U DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ACRU 11 Acer rubrum 'Autumn Spire' Autumn Spire Maple 50'H x 25'W 2.0" Cal. B & B OAFAR 10 Acer x freemanii 'Armstrong' Armstrong Freeman Maple 60'H x 15'W 2.0" Cal. B & B • CEOC 16 Celtis occidentalis `Ulzam' Common Hackberry 50'H x 50'W 2.0" Cal. B & B r� GRASSES CODE BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF Calamagrostis x acutiflora'Karl Foerster' Feather Reed Grass 4'H x 2'W 1 GAL. POT HAAU Hakonechloa macra'Aureola' Golden Variegated Hakonechloa 1.5H x 1.5W 1 GAL. POT PERENNIALS CODE BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER OASRH Astilbe x arendsii'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. POT ECEG Echinacea x'Evening Glow' Evening Glow Coneflower 2'H x 1.5W 1 GAL. POT OHOFI Hosta x'Fire and Ice' Plantain Lily 1'H x 2'W 1 GAL. POT ICY SEAU Sedum x'Autumn Joy' Autumn Joy Sedum 3'H x 2'W 1 GAL. POT ENLARGED LANDSCAPE PLAN L2.3 EAST 1 DENOTES ROCK MULCH IN DRIVEWAY MEDIANS 7TH STREET W TEE 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. Plants shown on this plan are 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. 8. Install 2 to 3 inch depth of triple -shredded hardwood mulch in Perennial Bed Areas. 9. 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. 10. Install 2 to 3 inch (nominal size) grey trap rock to a depth of 4 inches in all planting beds unless noted otherwise. Landscape fabric shall be installed under all areas of rock mulch. Secure all edges and seams of fabric with 6 -inch landscape staples. 11. 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. 12. 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. A) Two (2) trees per lot, planted in the boulevard, within 4'-6' from the curb B) Two to three tree species per block � NORTH Know what's Below. Nem I CCIH before you dig. 0 80 160 HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL (612) 325-6520 I I YiOF 1-7o*�JMontllllo MONTICELLO TWIN HOMES MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 07 MAR 2022 DEVELOPMENT PUD 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 statsoffatNNE TA. �P Joshua K. Po � Licens o: 4 0 Date: 03.0. 2�\ Signature hown is a di re o cti of origins Nblerequest. op is plan on file at Landform Professional Se ice , LC office is v 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. DEVELOPMENT PUD MARCH 7, 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 L201 HW220001.DWG PROJECT NO. HED22001 SHEET N0. / Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. N CV O CN 75 Of 0 L� 0 z Q J 0 U DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. • ACRU 8 Acer rubrum 'Autumn Spire' Autumn Spire Maple 50'H x 25'W 2.0" Cal OAFAR 7 Acer x freemanii 'Armstrong' Armstrong Freeman Maple 60'H x 15'W 2.0" Cal ;berry 50'H x 50'W 2.0" Cal Oak 55'H x 55W 2.0" Cal len 60'H x 30'W 2.0" Cal C6 �V B&B B&B B&B B&B B&B • 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. 8. Install 2 to 3 inch depth of triple -shredded hardwood mulch in Perennial Bed Areas. 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. 10. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches in all medians unless noted otherwise. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. 11. 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. 12. 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 40 80 HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 L I I Y OF Monticeflo MONTICELLO TWIN HOMES MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 07 MAR 2022 DEVELOPMENT PUD 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. oAP Joshua K. Po Licens o: 4 0 Date: 03.0. 21 Signature hown is a di re o ti of origina�"b\le ed p is plan on file at Landform Professional Be ice , LC office is equest. 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. DEVELOPMENT PUD MARCH 7, 2022 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 SHEET N0. / Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. (TYP) 9 FREE L7.1 ;TYP) 1 / CEOC TABL C6 �V B&B B&B B&B B&B B&B • 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. 8. Install 2 to 3 inch depth of triple -shredded hardwood mulch in Perennial Bed Areas. 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. 10. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches in all medians unless noted otherwise. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. 11. 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. 12. 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 40 80 HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 L I I Y OF Monticeflo MONTICELLO TWIN HOMES MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 07 MAR 2022 DEVELOPMENT PUD 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. oAP Joshua K. Po Licens o: 4 0 Date: 03.0. 21 Signature hown is a di re o ti of origina�"b\le ed p is plan on file at Landform Professional Be ice , LC office is equest. 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. DEVELOPMENT PUD MARCH 7, 2022 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 SHEET N0. / Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. L7.1 J DECIDUOUS TREF� 1 PLANTING (TYP) (2) CEOC \\ \� (1) QUBI / (1) CEOC - (1) ACRU (1) AFAR (1) CEOC f (1) TABL (1) QUBI f F�t I i I I FOUNDATION - SUN N N O 75 Of 0 0 z Q J 0 (1) C `(1)A 7TH STREET W L2.3 FOUN ATIO PLAN 1 SUN r � I � IL LI I (1) CIOC (1) QUBI (1)T L (1)ACRU 40 i -TEE 1 (1) TABL (1) AFAR L7.1 I DECIDUOUS TRE (1) QUBI — 1 PLANTING (TYP) 1 L2.3 FOUNDA 1 SHADE TRAIL GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER j CAKF 3 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 OASRH CODE 4 Astilbe x arendsii 'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. POT OASRH ECEG 8 Echinacea x'Evening Glow' Evening Glow Coneflower 2'H x 1.5W 1 GAL. POT O HOR 3 Hosta x'Fire and Ice' Plantain Lily VH x 2'W 1 GAL. POT IU SEAU 2 Sedum x'Autumn Joy' Autumn Joy Sedum 3'H x 2'W 1 GAL. POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF 3 Calamagrostis x acutiflora'Karl Foerster' Feather Reed Grass 4'H x 2'W 1 GAL. POT • HAAU 5 Hakonechloa macra'Aureola' Golden Variegated Hakonechloa 15H x 15W 1 GAL. POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER OASRH 9 Astilbe x arendsii'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. POT O HOFI 3 Hosta x'Fire and Ice' Plantain Lily 1'H x 2'W 1 GAL. POT TYPICAL FOUNDATION PLANTINGS 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 for'PLANT SCHEDULE - EAST' are for this sheet only. Quantities for'PLANT SCHEDULE -SUN' and 'PLANT SCHEDULE - SHADE' are for atypical unit. 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 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. 10. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches in all driveway medians unless noted otherwise. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. 11. 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. 12. 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. DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. • ACRU 3 Acer rubrum 'Autumn Spire' Autumn Spire Maple 50'H x 25'W 2.0" Cal. B & B OAFAR 3 Acer x freeman ii 'Armstrong' Armstrong Freeman Maple 60'H x 15'W 2.0" Cal. B & B • CEOC 6 Celtis occidentalis'Ulzam' Common Hackberry 50'H x 50'W 2.0" Cal. B & B QUBI 6 Quercus bicolor Swamp White Oak 55'H x 55'W 2.0" Cal. B & B • TABL 3 Tilia americana 'Boulevard' Boulevard Linden 60'H x 30'W 2.0" Cal. B & B inDENOTES ROCK MULCH IN DRIVEWAY MEDIANS FOUNDATION - SHADE SCALE 1" =10' 11"� NORTH Know what's Below. Nem I CCIH before you dig. 0 40 80 HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 L I I Y OF Monticeflo MONTICELLO TWIN HOMES MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 07 MAR 2022 DEVELOPMENT PUD 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: 03.0. 2_�\ Signature hown is a di re o ti of originaF'b\le 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. DEVELOPMENT PUD MARCH 7, 2022 • �i 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 L203HDE002.DWG PROJECT NO. HED22001 SHEET N0. / Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. D M M CD M -0 M D C/) Z M 0 M Cn A_ Z L PLANT MATERIAL SH PLACED CLOSER THAN 01` FROM EDGE OF PL OJ 3-5x DIA. OF SOIL BALL DOUBLE STRAND 14 GA. WIRE - T @ 120 DEGREE INTERVALS (TYP.) 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH 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) FLAG PER WIRE FOUR (4") INCHES MAX. SHREDDED HARDWOOD MULCH CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF ROOTBALL. 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 SUBGRADE nrnrr-0. 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. SEE SPECIFICATIONS. DECIDUOUS TREE PLANTING I SPACING VARIES I IlrW VllR JV/'11\II I UV I I VIVI nllV JIULJ VI HOLE PRIOR TO PLANTING. PERENNIAL PLANTING NO SCALE CREATE SAUCER AROUND PLANT WITH PLANTING SOIL MULCH EDGING REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED BACKFILL WITH PLANTING SOIL THAT IS THOROUGHLY TILLED AND LOOSENED. (SEE PLANS) EXISTING SUBGRADE NOTES: IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NO SCALE Know what's Below. CCIH before you dig. HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PIERCE DRIVE CHANHASSEN, MN 55317 TEL (612) 325-6520 I I Y OF Mvlonticelfllo MONTICELLO TWIN HOMES MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 07 MAR 2022 DEVELOPMENT PUD JKP I hereby certify that this plan was prepared by me, or under my direct s slon, and that I am a duly Licensed Landscape Architect under the laws of the stat�offJfjNNE TA. �P Joshua K.Po � Licens o: 4 0 Date: 03.0. 2-�\ Signature hown is a di re o cti of origins Nblerequest. op is plan on file at Landform Professional Se ice , LC office Is v 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. DEVELOPMENT PUD MARCH 7, 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 L701HDE002.DWG PROJECT NO. HED22001 SHEET NO. / Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. 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 wsb March 30, 2022 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Headwaters West Preliminary Plat and Civil Plans — 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 March 7, 2022 prepared by Design Tree Engineering. The applicant proposes to construct 30 twin home sites (60 total units) over approximately 17 acres located southeast of Golf Course Rd. 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. The City Planner will provide comments pertaining to the proposed landscaping, reginal trail easements, and tree preservation plan under separate cover. 2. Provide a turning movement exhibit to show that a fire truck can access all building structures, cul-de-sacs, and roundabout area as required by the City Fire Marshall. The Fire Marshall will review and provide comments under separate cover. 3. Any public sanitary sewer and watermain 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. Existing Conditions and Removal Plans (Sheets C101 -C103) 5. The existing site and demolition plans will also need to include existing utility locations, pipe sizes, pipe material types, etc. Label existing watermain in 7th Street as 8" DIP and existing sanitary sewer main in 7th Street as 12" RCP in various locations. 6. Remove existing 6" water services and valves at intersection of Tee Box Trail and 7th Street as well as at intersection of Tee Box Drive and 7th Street K:\020085-000\Admin\Docs\2022-03-14 Submittal (Preliminary Plat)\2022-03-30 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans — Engineering Review March 30, 2022 Page 2 a. Consider removal or abandonment of remaining 6" water services on the southwest side of 7 t Street along the development b. Verify whether the curb on the north side of the road can be protected with the watermain connection and service removals at each location, otherwise show as remove and replace. Civil Site Plans (Sheets C201 -C205) 7. Show the installation of pedestrian ramps at the following locations a. The trail end at the southeast corner of CR 39 and 7t" Street. Salvage and reinstall the sign impacted with construction b. The trail crossings at the intersection of Tee Box Trail and Tee Box Drive c. The trail crossings to the entrances to the development from 71h Street d. The trail end in the cul de sac on Tee Box Trail 8. Commercial driveway entrances should reference City Standard Detail Plate 5008. 9. On Sheet C205, provide additional dimension between trail edge and property line. 10. A bituminous trail may be required along CSAH 39, the City will review in more detail with the apartment submittal. Grading & Drainage Plans (Sheets C301-303) 11. Label street names on all sheets. 12. Call out all low and high points in the roadway and provide emergency overflow (EOF) elevations for the low points. 13. Shift catch basin castings out of the proposed driveways. 14. Provide top and bottom of wall elevations for all retaining walls. a. Retaining walls greater than 4' in height will required certified engineering drawings/plans form a registered structural engineer. A safety fence/guardrail will be required at the top of the wall. Provide soil borings/geotechnical analysis for the area where the wall is proposed. b. Provide for ownership and maintenance of the wall. 15. The EOF from Infiltration Basin -3 to the existing wetland is incorrect. 16. Several areas are proposed with slopes greater than 3:1 (see redline comments). 17. Several areas show proposed contours directing drainage towards the buildings (see redline comments) and several areas show minimal grade between the buildings and the trail and/or back of curb (see redline comments). The grading plan should clearly show high/low point locations along shared property lines between the buildings and grading arrows/percentages for swales. 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%. K:\020085-000\Admin\Docs\2022-03-14 Submittal (Preliminary Plat)\2022-03-30 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans — Engineering Review March 30, 2022 Page 3 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. f. Show mailbox cluster locations on the plans. In -progress, the applicant stated they are working with the local postmaster on the location of the mailbox clusters, a plan will be provided when ready. g. Add rip -rap quantities and class notes at each flared end section and pond overflows (if applicable). h. Note the size of proposed storm sewer structures. Utility Plans (Sheets C401 -C402) 20. Describe the sanitary sewer connection to the existing 12" RCP sanitary sewer main in 7 t 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). 21. Conform whether or not a common irrigation system will be used. If so, provide the water service location. 22. Describe the water connection to existing 8" DIP watermain (e.g. 8" x 8" tee, etc.) 23. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 250' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). 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. Label existing watermain in 7t" Street as 8" DIP. 26. Label existing sanitary sewer main in 7th Street as 12" RCP 27. Label or note on the plans: a. All watermain fittings/bends. b. Watermain is 8" DIP CL 52. c. Water services are 1" copper. d. Sanitary sewer main is 8" PVC SDR 35 (SDR 26 for greater depth). e. Sanitary sewer services are 4" PVC SDR 26. 28. Use two 45 degree bends instead of a 90 degree bend at the southeast end of the water main in the cul de sac of Tee Box Trail. K:\020085-000\Admin\Docs\2022-03-14 Submittal (Preliminary Plat)\2022-03-30 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans — Engineering Review March 30, 2022 Page 4 29. Eliminate the horizontal bends in the sanitary sewer services. 30. Call out minimum watermain cover in profile views (8'). 31. Show all utility crossings in profile views. 32. There are potential conflicts between the sanitary sewer services and watermain as well as water services and sanitary sewer main in areas where they are proposed near the same elevation (STA 1+80-4+50; STA13+00-14+50). f. Adjust elevations to maintain a minimum of 18" separation at all utility crossings. 33. All manholes shall be located along the centerline of the street. To the greatest extent possible, move curb stops to the adjacent green space if possible. If this option is not feasible, the curb stops will require curb stop casting covers. 34. 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'. 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. 35. With final plat submittal provide the following: g. 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) 36. Provide a typical street section for the development a. The proposed street section should be reviewed and designed by a geotechnical engineer. Provide soil borings and geotechnical report with final plat submittal. b. The street section should follow the updated City standard detail with 1 '/2" wear course and 3" non -wear pavement. K:\020085-000\Admin\Docs\2022-03-14 Submittal (Preliminary Plat)\2022-03-30 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans — Engineering Review March 30, 2022 Page 5 37. Label street names on all sheets. 38. City design standards require horizontal and vertical curve lengths to meet a 30 MPH design speed for local streets, at minimum. The minimum horizontal curve radius is 300' -4 41— —,.,-. 11-4;__1 ... . _ I - 4. - I" Complete, the applicant is meeting this requirement for vertical curves. The horizontal curve not meeting this standard to the west is acceptable to the City provided appropriate signage is installed. 39. Review all locations where trails and/or sidewalks connect to roadways, all of these locations will require pedestrian curb ramps. Traffic & Access 40. 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 future 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. The City's access spacing guidelines are 500', our recommendation is the site has only two access pointes as identified in the traffic study. 41. The capacity analysis worksheets should be provided showing the analysis results including vehicle queuing. Erosion Control & SWPPP Plans (Sheets C501-0502; C704) 42. An NPDES permit will need to be obtained for this project and a SWPPP must be developed in accordance with the MN Construction Stormwater Permit. 43. Revise note 6 to ensure street sweeping no later than 1 calendar day upon discovery. 44. Add surface water flow directions pre and post construction. 45. Add additional inlet protection on 7th Ave. It should be shown on both sides of the street should track -out occur onto 7th Ave. 46. EC plans indicate seed mixes, but don't indicate what type of stabilizing cover will be utilized (IE straw mulch, stabilized fiber matrix, etc.); quantities will also be required for this information. Additionally, where erosion control blanket is shown, will a temporary seed mix be used with that? 47. What types and quantities of fertilizers will be used with various seed mixes? 48. What methods will be used for temporary stabilization measures? Types and quantities are required. 49. A detailed review of erosion/sediment control will be conducted with the final plat submittal. Civil Details Plan Sheets (Sheets C701-703) 50. Provide details for the proposed stormwater treatment areas. 51. Provide specific details for each of the control structures proposed. 52. A full review of standard details will be conducted with the final plat and plan submittal. K:\020085-000\Admin\Docs\2022-03-14 Submittal (Preliminary Plat)\2022-03-30 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans — Engineering Review March 30, 2022 Page 6 Stormwater Manaaement & Modelli 53. The development will need to meet the appropriate watershed standards and the applicant shall submit for the required permits. Provide final permitting documents and approvals from watershed. 54. The developer will need to submit a Stormwater Management Plan and modeling consistent with the City's stormwater management standards. Provide Hydro CAD model with future submittals. 55. The development will need to meet the City's volume control requirement to capture and retain onsite 1.1" of runoff from the net new impervious surface. By satisfying the volume requirement the water quality requirement is considered met. Follow the City's Stormwater Design Manual for alternative credits towards the volume requirement if infiltration is not feasible. a. Confirm proposed infiltration rates. Boring log shows silty sand in the locations of two of the infiltration basins. If material is going to hauled in provide type of material and amount 56. The development will need to meet the City's rate control requirement, which states that post development discharge rates must be less than or equal to existing conditions discharge rates. 57. Pretreatment, in the form of ponds, forebays, filter strips, or other approved methods, shall be provided for all infiltration areas. Pretreatment upstream of volume management practices is a key element in the long-term viability of infiltration areas. 58. The City requires two feet of freeboard from structure low openings to 100 -year high water levels and EOF's. b. Clearly label low openings on all adjacent structures. c. Clearly label the EOF for each basin on the grading plan including a stabilized overflow d. The maximum flow depth in EOFs shall be less than equal to one foot as calculated for a 100 -year back-to-back storm event. e. Emergency Overflows (EOFs) shall be sized with a minimum bottom width of five feet and 4:1 side slopes. 59. Provide a maintenance access to all permanent stormwater management best management practices. 60. Vegetation of infiltration/filtration practices shall be as shown in the City of Monticello Standard Details. A plan for management for vegetation shall be included in the Stormwater Pollution Prevention Plan. 61. With final design, provide storm sewer calculations using the rational method, sizing storm sewer for the 10 -yr 24 -hr Atlas 14 rainfall. Provide drainage area map for storm sewer sizing and calculations. 62. Currently the proposed BMP's do not provide treatment for the future parking and multi- family homes. Treatment will need to be provided in full to meet requirements when this portion of the site develops. The applicant may want to consider this with the proposed plans for the twin homes. K:\020085-000\Admin\Docs\2022-03-14 Submittal (Preliminary Plat)\2022-03-30 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans — Engineering Review March 30, 2022 Page 7 Wetlands & Buffers 63. Wetlands were delineated and boundaries approved. 64. Wetland adjacent to the development is classified as a Managed 1 Wetland per the MnRAM functional assessment that was completed with the wetland delineation. Average 50 -foot -wide buffers (40 -foot minimum, 60 -foot maximum) are required adjacent to Managed 1 Wetlands. There does not appear to be a proposed buffer around the existing wetland. Show proposed wetland buffers on the site plan. 65. Buffer monumentation requirements are in the City Code Section 3.7 Subsection D Wetland District. Show proposed buffer monuments on the plan. 66. Wetland buffer will need to contain 100% perennial native vegetation. Seeding requirements are outlined in City Code Section 3.7 Subsection D Wetland District. 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 L Jim Stremel, P.E. City Engineer K:\020085-000\Admin\Docs\2022-03-14 Submittal (Preliminary Plat)\2022-03-30 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx CkTY (')F A. MonticeRo March 28, 2022 Re: Country Club Manor I" Addition City Project # 2022-016 OFFICE: 763-295-2711 FAX: 763-295-4404 505 Walnut Street Suite 1 I Monticello, MN 55362 The Fire Department has reviewed the drawings dated 3/3/22 as prepared by Design Tree Engineering, and offers the following comments: General Comments 1. Hydrant spacing can be no more than 400 feet. The city is not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. Please have the applicant provide a written response addressing the comments above. Please contact the Fire Department with any questions. Sincerely, Dan Klein Fire Marshal www.ci.monticeIlo.mn.us From: To: Subject: rw: headwaters developement Date: Thursday, March 31, 2022 1:30:22 PM From: joane larson Sent: Thursday, March 31, 2022 1:31 PM To: Angela Schumann <Angela.Schuman n@ci.monticello.mn.us> Subject: Headwaters developement Ms. Schumann, In regards to the rezoning of Outlot A, Country Club Manor to Medium Density Residential. Our concerns are the increased traffic and speeding that has caused us to problems thru the years. We have had vehicles totaled by driver's speeding down the road. Last summer a motorcyclist was speeding down 7th st. The police could not catch him. This was repeated a number of times. Literally we can't hold a conversation in our yard due to the increased traffic on 1-94 . With the opening up of 7th street a number of years ago (with a previous Mayor wanting to rezone Outlot A was pushed thru) to business the noise is so bad we have not been able to keep a window open night or day!! The density of this will only make it more unbearable for all residents. At night headlights flowing into people's houses at back where most bedrooms are located. Blinds won't block the effects fully. I understand the city wants to put something there but using TIF to make our quality of life and property less valuable with noise and increased traffic. Hopefully the 108 unit proposal is off the plans. We tried to access online but could not. Deland and Joane Larson 11 Sandtrap Circle Monticello, MN 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 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 City Council Agenda: 04/25/2022 4B. Consideration to approve an Amendment to Planned Unit Development of Featherstone, a Development Stage Planned Unit Development for Featherstone Outlot B, a Development and Final Stage Planned Unit Development for Featherstone Sixth Addition Outlot A. Lots 1-11. Block 1. Lots 1-7. Block 2. and Lots 1-3. Block 3. and a Preliminary and Final Plat and Development Contract for Featherstone Sixth Addition. and Develoament Contracts for Featherstone Sixth Addition Trunk Utili Extensions. Applicant: Gold Nugget Development, LLC. Prepared by: Meeting Date: ❑ Consent Agenda Item NAC/Community Development Director 04/25/2022 ® Regular Agenda Item Reviewed by: Approved by: Chief Building & Zoning Official, City Administrator Community and Economic Development Coordinator, Project Engineer, Fire Marshal ACTION REQUESTED Decision 1: Consideration of an amendment to a Planned Unit Development for Featherstone, including all the proposed plat of Featherstone Sixth Addition. Motion to adopt Resolution No. 2022-50 approving an amendment to a Planned Unit Development for Featherstone, including all the proposed plat of Featherstone Sixth Addition, based on findings in said resolution and subject to the conditions in Exhibit Z. Planning Commission unanimously recommends approval of the amendment to Conditional Use Permit for Planned Unit Development. Decision 2: Consideration of a Preliminary and Final Plat for Featherstone Sixth Addition, with corresponding Development Contract for Sixth Addition and Development Contract for Sixth Addition Trunk Utilities. Motion to adopt Resolution No. 2022-51 approving the preliminary and final plat of Featherstone Sixth Addition, Development Contract for Sixth Addition and Development Contract for Sixth Addition Trunk Utilities based on findings in said resolution and subject to the conditions in Exhibit Z, authorizing the Mayor and City Administrator to execute said Agreements, and further authorizing the Mayor and City Administrator to negotiate and specify final changes or amendments necessary to more fully execute the intention of the City Council with respect to the proposed project. City Council Agenda: 04/25/2022 Planning Commission unanimously recommends approval of the Preliminary Plat. Final Plats are a consideration of the City Council. Decision 3: Consideration of a Development Stage and Final Stage PUD for Featherstone Sixth Addition Outlot A, and Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3. Motion to adopt Resolution No. 2022-52, recommending approval of a Development Stage PUD for Featherstone Sixth Addition Outlot A, and Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3 and Featherstone Sixth Addition Outlot B, based on findings in said resolution and subject to the conditions in Exhibit Z. Planning Commission unanimously recommends approval of the Development Stage PUD. Final Stage PUD is a consideration of the City Council. Decision 4: Consideration of a Development Stage PUD for Featherstone Sixth Addition Featherstone Sixth Addition Outlot B Motion to adopt Resolution No. 2022-53, recommending approval of a Development Stage PUD for Featherstone Sixth Addition Outlot A, and Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3 and Featherstone Sixth Addition Outlot B, based on findings in said resolution and subject to the conditions in Exhibit Z. Planning Commission unanimously recommends approval of the Development Stage PUD for Outlot B. Decision 5: Consideration of Rezoning to R-1 for Featherstone Sixth Addition Outlot A, and Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3 Motion to approve the Ordinance No. 775 rezoning to R-1 for Featherstone Sixth Addition Outlot A, and Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3, based on findings in Resolution PC -2022-025 Planning Commission unanimously recommends approval of the rezoning. REFERENCE AND BACKGROUND Property: Legal Descriptions: Outlot A, Featherstone 5th Addition I That Part of the Northeast Quarter of Section 22, Township 121, Range 25, Wright County, Lying East of the Easterly Line of the Right -of -Way of Highway 25 PIDs: 155261000010 1 155500221101 Planning Case Number: 2022-015 Request(s): A. Amendment to an existing PUD, Planned Unit Development City Council Agenda: 04/25/2022 B. Preliminary and Final Plat (Featherstone 6th Addition) C. Development and Final Stage Planned Unit Development for Outlot A, and Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3; Development Stage PUD for Outlot B. D. Rezoning to R-1, Outlot A, and Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3 Deadline for Decision: May 7, 2022 (60 -day deadline) July 6, 2022 (120 -day deadline), extension letter sent Land Use Designation: Mixed 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: Meadows East Manufactured Home Park East: Single Family Residential (R-1) South: Single Family and Vacant Agriculture West: Vacant Industrial/Highway 25 Project Description: There are a number of components to this project. They include the following: (1) Platting of 21 R-1 lots consistent with the original plat and with the original Featherstone PUD, which incorporates the R-1 standards in effect at the time of the original approval. (2) Amendment to the PUD and Development Stage PUD converting the remainder of the residential portion of the Featherstone project along its westerly boundary from an area of 104 attached townhouse units to 56 detached small -lot single family parcels. This aspect of the project reduces the overall area of the mid -density development by shifting the boundary between residential and industrial slightly to the east. (3) Amendment to the PUD memorializing the original PUD grant of a 10 -acre parcel at the intersection of Highway 25 and 85th Street NE for commercial use, with the remainder of that area to City Council Agenda: 04/25/2022 be held for future light industrial -business campus uses in accordance with the Comprehensive Plan. This amendment includes recognition of the shift in the amount of residential and commercial land within the proposed project area. (4) Confirmation of R-1 zoning with PUD flexibility for the 21 -units of 6th Addition. ANALYSIS: Project History In 2003, the City approved a Preliminary Plat and a Planned Unit Development for Featherstone, consisting of approximately 150 acres of single and two-family residential land, as well as approximately 10 acres of commercial use at the intersection of 85th Street NE and Highway 25, and approximately 60 acres of industrial along Highway 25 in the west portion of the 220 -acre site. Between that time and 2007, Featherstone 15t and 2nd Additions were final platted over approximately 50 acres, creating 87 single family lots and parkland. Recently, the 3rd and 4th Featherstone Additions have added an additional 48 single family lots, and in 2020, Featherstone 5th Addition created 26 new parcels, additional parkland and an outlot of approximately 42 acres along the westerly boundary of the residential project area. At this time, the developer seeks to plat the 42 -acre outlot into 21 additional single-family lots, with accompanying park outlot to be deeded with the 6th Addition and an outlot for future residential development. The developer also proposes to preliminary and final plat the remaining westerly portion of the project area. The commercial/industrial area of the original plat/PUD was not final platted previously. Most of that area is now proposed to be platted as Outlot C of Featherstone 6th Addition, with a small portion proposed as part of Outlot B of Featherstone 6th Addition. Per the development agreement for Featherstone, the original preliminary plat approval expired after 8 years. As such, plats subsequent to that time have been processed through submission of new preliminary plats. However, the conditional use permit for Planned Unit Development for Featherstone was initiated and therefore the City has taken the position that it is still in effect and remains in place for the project. In addition, the City has taken the position that a replat consistent with the original preliminary plat would be reviewed under the original PUD and zoning approvals granted to the project. City Council Agenda: 04/25/2022 Current Proposal & Summary of Applications The proposed plat and PUD project consists of completion of the remaining single family home portion of Featherstone, and a redesign to what was originally conceived to be a series of attached mid -density housing such as townhouses. The applicant indicated they plan to complete the 21 lots in the 6th Addition single family area but sell the future smaller lot area, Outlot B, to another builder group. They propose to create the concept layout and Development Stage PUD allowances for purposes of marketing the outlot. For the westerly portion of the project, Outlot C - an area of about 79 acres, the applicants wish to reconfirm the land uses under the PUD amendment, which provided for 10 acres of land reserved for commercial use, and the remainder for industrial. The current land use designations for this area (Community Commercial and Employment Campus) include both uses, but the exact acreage for the configurations could be seen as problematic as drawn in the land use plan. As such, the amendment would not designate a particular layout until a plan is considered by the City for both plat and rezoning but would adopt the developer's land use plan for the PUD. The proposed amendment to the PUD also recognizes the total increased amount of industrial land area within the project area, and the reduction in residential area. For the purposes of this application, while technically separate, the Preliminary Plat and Development Stage PUD approvals typically run together and share many of the same comments and review notes. This report consolidates the comments for these two approvals, although there are separate resolutions for each action for each of the developer's requests. Legal Description (per Current Application Future Required Applications proposed plat) *Based on current ordinances. Featherstone 6th Addition Preliminary and Final Plat Lots 1-11, Block 1, Lots 1-7, Rezoning to R-1 Block 2, and Lots 1-3, Block 3 Amendment to PUD and Outlot A Development and Final Stage PUD Featherstone 61h Addition Preliminary and Final Plat — outlot only Preliminary and Final Plat Outlot B Amendment to PUD Final Stage PUD Development Stage PUD Rezoning Featherstone 6th Addition Preliminary and Final Plat — outlot only Preliminary and Final Plat Outlot C Amendment to PUD Development and Final Stage Note: The applicant's narrative also PUD requested rezoning of this parcel to BC. Rezoning The applicant has withdrawn that request. City Council Agenda: 04/25/2022 Current Zoning Map st 14 Current Land Use Map Preliminary Plat With the Sixth Addition, the applicant proposes to plat 21 single family lots, an outlot for park dedication purposes associated with the 21 units, and two additional outlots for future development. In the single-family area, the applicant proposes a preliminary and final plat for 21 single family parcels in the same manner as that originally envisioned for the area. The new single-family area would connect to the 5th Addition and utilize the existing internal street system for access to the east (Edmonson Avenue NE) and to the south (85th Street NE via Ebersole Avenue NE). A City Council Agenda: 04/25/2022 short street extension would be planned to provide eventual access to the small -lot portion of the project. The developed portion of the proposed plat consists of approximately 11 acres. Through platting of the 6th Addition, Outlot A of the 5th Addition would be reduced from 42 acres in area to 21 acres, and subject to the future PUD approvals. An additional 10 acres (approximately) is to be developed as ponds along the westerly boundary. These are currently shown within the proposed boundary of Outlot C of the 6th Addition. Although a Preliminary Plat for this area was previously approved, the applicant is required to re -process the approval, as according to the Development Agreement recorded with the original project the preliminary plat approval expired after 8 years. The proposed single-family portion of the plat is consistent with the original preliminary plat approval. The applicant also proposes to plat three additional outlots with the 6th Addition. Outlot A is proposed to be dedicated as parkland in satisfaction of the applicant's residential requirement for the 21 units. Outlot B is proposed as a future phase of small lot single-family residential lots and will require a 1% land dedication. Outlot C is proposed as a future phase to include commercial and industrial development. Preliminary and final plats to detail the development plans of this area, including grading, drainage, streets and utilities will be required. The applicant has proposed platting of the area immediately adjacent to TH25. As such, submission of the preliminary plat to MnDOT and the preliminary plat is subject to review comments of MnDOT, and no final action may be taken on the plat until 30 days from the time of submittal or MnDOT's comments are received. Access. The single-family portions of the 6th Addition are proposed to be served from the extensions of Eaton Circle and 89th Street. The plat is subject to the comments of the City Engineer relating to streets. Plat Layout. A portion of an existing stormwater pond, developed at the time of the previous phases, occupies the rear yard areas of Lots 1-3, Block 3, in the southeastern portion of the plat. A new stormwater pond is proposed for the center portion of the plat, which occupies the northwest corner of the development area. The project also includes a stubbed street extension. To the south, 89th Street is extended for connection to the proposed future phase of small lot development. The plat also connects to Eaton Circle which loops through from the 5th Addition. Easements. The applicant's Preliminary Plat shows typical drainage and utility easements along the perimeter of all single-family lots, in addition to covering the existing stormwater pond noted above. 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. On the preliminary plat document, Outlots B and C are required to show the standard 6' and 12' easements, which are not City Council Agenda: 04/25/2022 currently shown. There is also a larger easement along the northern border of the plat for an existing powerline corridor. Grading, Drainage and Utilities. The applicant has provided detailed drawings for site development, which are subject to the comments of the City Engineer. The applicant has provided a full stormwater report and Stormwater Pollution Prevention Plan. Final Plat The applicant is seeking a Final Plat approval concurrent with the proposed Preliminary Plat. The final plat is generally consistent with the City's subdivision requirements, although staff has requested the addition or correction of drainage and utility easement as noted above. In addition, staff has requested a drainage and utility easement over the stormwater pond planned for the northwest corner of the project area. The plat is also subject to the comments of MnDOT. Featherstone 6t" Addition - 21 Residential Lots and Outlot A Applications: Preliminary and Final Plat, Amendment to PUD, Development and Final Stage PUD, Rezoning to R-1 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 The proposed plat has lot sizes that range in area from 12,070 square feet to more than 20,000 square feet. Minimum lot widths are listed at 85 feet, with a few at more than 100 feet. The lots proposed with the 6t" Addition preliminary plat easily meet the applicable requirement. Park Dedication As with prior portions of the project, the applicant has been adding park dedication as each phase progressed. For the R-1 area of the 6th Addition, the developer proposed, and the PARC recommended that a land dedication commensurate with the 11% requirement be provided. Outlot A of the 6t" Addition plat is proposed in satisfaction of that requirement. It was noted by the PARC that as the residential area of the plat is proposed to be reduced in favor of additional industrial land, the result will be a reduction in the overall amount of park dedication on the Featherstone site. City Council Agenda: 04/25/2022 In addition, as residential platting has occurred, it was identified that the overall land area dedication required for the residential area is short of the total required amount. The PARC recommended a cash -in -lieu dedication for this differential. The City and developer discussed this item and will apply that cash -in -lieu amount to support construction of the pathway extension along 85th Street. The finance plan and development agreement for the project address the deficiency and application of cash -in -lieu for trail construction. Development & Final Stage PUD Requirements Under the approvals applicable at the time of the original proposal, PUD was treated as an additional process (but not a separate zoning district) allowing flexibility in development design. The developer is requesting that like the prior plats, Featherstone 6th Addition's single-family lots proceed under the original R-1 zoning standards in place at the time of the original preliminary plat processing. These standards include, but are not limited to: ■ Finished Floor Space: 1,050 square feet of finished floor space at the time of initial occupancy, and 2,000 square feet in finishable interior floor area, exclusive of mechanical, garage, or unfinished storage space. No rambler style home (whether full basement below grade or slab -on -grade) in the R-1 District shall have finished floor space of less than 1,400 square feet at the time of initial occupancy, exclusive of garage space. ■ Roof Pitch: No portion of any roof of any structure in the R-1 and R -2A District shall be less than 5/12. ■ Building Materials: No less than 15% of the front building facade of any structure in the R-1 District shall be covered with brick or stone. Any accessory building that can be seen from the street shall meet this same standard. Structures with front facades covered by at least 70% stucco or real wood may reduce the brick or stone coverage to 5%. The Zoning Administrator may approve optional facade treatments when additional architectural detailing so warrants. Such detailing may include usable front porches, extraordinary roof pitch or other features. • Garages: An attached garage of at least 480 square feet shall be constructed as part of any single-family home. PUD standards are as approved with the original Featherstone PUD. These include compliance with the boulevard tree requirements and those building standards noted above. Rezoning The Monticello Official Zoning Map indicates that the area of single-family lots proposed with the 6th Addition was previously zoned R-1. Staff proposed to include an ordinance for rezoning of this area to R-1, including the proposed park Outlot A in the event the original legal City Council Agenda: 04/25/2022 description for rezoning did not include this area. The Amendment to PUD and Development Stage PUD will allow for the variation to R-1 development standards as noted above. Featherstone 6th Addition — Outlot B, Proposed Small Lot Single Family Applications: Preliminary and Final Plat for Outlot B, Amendment to PUD, Development Stage PUD For Outlot B, the applicant proposes to amend the Featherstone Planned Unit Development and has requested a Development Stage PUD to convert the townhouse concept originally approved with the Featherstone PUD to small -lot single family detached homes. The original concept plan showed a total of up to 104 townhomes on this portion of the project area. The proposed revision shifts the westerly boundary line with the adjoining future industrial to shrink the residential area and replaces the townhouses with 56 small lot single family parcels. The extension of 891h Street would continue when a developer is ready to proceed with the plat. For this portion of the project area, the applicant has provided a sketch plan showing the lot layout, but no other specific detail. As noted, the plan extends 891h Street NE to the south to connect to 85th Street NE. Due to the number of parcels already developed in the Featherstone project, any development of this new project would need to develop this street extension from 85th Street north, rather than from its northerly connection toward the south. Sanitary sewer access to this portion of the project would occur from the existing plat area (6th Addition). As such, an alternative would be to connect the current 89th Street down to the intersection with 86th Street, providing a looped access and an option to get to 85th Street more efficiently. This issue is an element to be addressed at the time the small lot development is being pursued, but it is mentioned here to ensure that a future developer is aware of the concern. At issue for the City in relationship to the request for the Development Stage approval is that there are no specific PUD proposals, such as landscape, building architecture, open space proposals, or other elements commonly found in a complete PUD application. To proceed as proposed, staff has created an itemization of PUD standards that would be required for Development Stage approval, to which standards the future building would have to comply for Final Plat and Final PUD consideration. Those standards should include the following, at minimum: 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. 7,500 square feet of minimum lot area. b. 45 -65 -foot lot widths. City Council Agenda: 04/25/2022 c. 25 -foot front setbacks, with 6 feet side yards and 20 feet rear yards. d. Building sizes of 1,050 finished, and 2,000 square feet finishable area. e. Garage square footage of at least 480 square feet f. Roof pitches of at least 5:12. g. Brick/Stone on front fagade equal to at least 20% 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. Extensive buffer of landscaping along the westerly industrial border, including a common privacy boundary line fence. Featherstone 6th Addition — Outlot C, Industrial/Commercial Applications: Preliminary and Final Plat to plat Outlot C, Amendment to Planned Unit Development This area is currently zoned A -O, Agriculture Open Space, awaiting a development plan. Staff recommends amending this portion of the Featherstone PUD to specify that the PUD includes 10 acres of commercial land, with the balance of the land area as "Industrial Business Campus" as guided in the Comprehensive Plan, with development of this area subject to a future application for preliminary and final plat, and Development and Final Stage PUD. These applications would provide for the plat, lot layout, road system, and any further PUD processing to occur at the time of future development. The noted amendment to shift the boundary between residential and industrial land area totals would also be a component of this amendment. Development Contracts — Sixth Addition and Sixth Addition Trunk Utilities A development agreement and finance plan for the Featherstone Sixth Addition project has been prepared, outlining the terms and conditions of approval and project development, as well as the necessary fees and securities for the development. The Sixth Addition development agreement pertains to development of the 21 single-family lots of the phase but also outlines the approval conditions relating to the amendment of the overall PUD. The developer of the 21 single-family units intends to assign the development contract for that phase of the project to another entity, as has been their practice with prior phases of Featherstone. City Council Agenda: 04/25/2022 The developer is also proposing to extend public water and sewer utilities through Outlot B. A separate agreement for the trunk utility lines has been prepared, which will be retained by the developer and applicant, Gold Nugget. Trunk Area Charges Trunk area charge payment terms are standard to past city practice, with the developer having the option to pay in full at the time of plat or assess over 10 years at 2% over prime. Trunk area charges for water, sanitary sewer and stormwater (base only) are applicable. 85th Street Signal Terms and payment assignments relating to an existing special assessment agreement for the installation of the traffic signal at 85th Street and TH 25 are included in the development agreement for the Sixth Addition. The assessment for the signal attributable to the Sixth Addition lots will be apportioned to the lots within Sixth Addition based on acreage of that phase. Similarly, the amounts attributable to Outlots B and C by acreage are also noted in the terms of the agreement. No amendment to the existing assessment agreement is required as it is binding on any successors and assigns. The document is to be included as an exhibit to the development contract. As such, if Outlots B or C are sold, the assessment will be assigned to the current owner of the parcels. Park Dedication The Sixth Addition park dedication requirement is being met by an 11% land dedication through deeding of Outlot A of the Sixth Addition to the City. For Outlot B, the park dedication is initially recommended as an 11% land area dedication, which will be reviewed again at the time of preliminary plat for that area. In addition to the dedication requirement for the 21 units of Sixth Addition, staff completed a park dedication analysis for the full acreage of the residential area of Featherstone. Following completion of land dedication at the time of platting of Outlot B, Featherstone will have a 1.4 - acre land dedication deficiency. The PARC recommended that this deficiency be paid by cash -in - lieu. The amount of cash -in -lieu required has been calculated and is being applied to the construction cost of the trail through the park and along 85th Street. The developer is required to fund 25% of this trail, with the City funding the 75% balance. The developer's cash -in -lieu is being applied to the City's cost. After application of the cash -in -lieu, the developer will still receive a credit for the estimated trail construction costs. City Council Agenda: 04/25/2022 Securities The developer is required to post a number of letters of credit associated with the Sixth Addition project, including: • Public improvements security for roads, utilities, lighting, pathways and stormwater systems • Site grading • Conservation easement posts The developer is also required to post a series of cash securities. City plan review and inspection of the public utility expenses are charged to these escrows. Extension of Trunk Utilities In conjunction with the public improvements completed with the Fifth and Sixth Additions, the developer is proposing to extend the trunk utility infrastructure necessary to serve the balance of the development, particularly the water and sewer needed for the commercial and industrial Outlot C. A development agreement specific to these improvements is included for approval. These improvements are viewed positively by City staff, as the extensions provided service directly to Outlot C, allowing the land to be marketed for industrial development. The development agreement for this area provides the terms and conditions for the completion of these public improvements, including the necessary security. The utilities will be extended under the planned road alignment within Outlot 6 and covered by a drainage and utility easement platted with the Sixth Addition. The developer is receiving an oversizing credit for that portion of the materials cost that is considered oversizing for the project. 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 and preparation and review of the development contracts, estimated at 12 hours. III. Comprehensive Plan Impact: The proposed amendments to the Featherstone PUD directly align with the City's adopted 2040 Comprehensive Plan. Specifically, the Plan provides for noted amount of industrial land area within the Featherstone project, as well as a mixed -neighborhood designation for the residential portion of the project. This guidance suggests that a mix of housing types and densities continues to be appropriate for the area. City Council Agenda: 04/25/2022 PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the series of applications and held a public hearing on the requests on April 5, 2022. The Commission clarified with staff the purposes and uses commonly found in the Community Commercial land use area. Staff explained that the land use guides available uses as those found in the B-2 and B-3 zoning districts. During the public hearing, Horst Graser addressed the Commission on behalf of applicant Gold Nugget Development. Mr. Graser explained that Novak -Fleck intends to develop the 21 units of the Sixth Addition, with Outlots B and C being sold to a new developer. Mr. Graser indicated concern with the Exhibit Z conditions relating to fencing along the western boundary of the small lot single-family area. He indicated that should be evaluated as a condition of the future required final stage PUD approval and construction. He also suggested that the requirement for platting of a stormwater outlot along the west edge of Outlot B was unnecessary at this time, as the final configuration of stormwater ponding would occur with the development and plat for Outlot C. No other public was present to address the Commission on the item. The Commission discussed the fence and stormwater pond conditions. Staff suggested that the condition relating to stormwater be evaluated by the City Engineer for confirmation. Following discussion, the Commission motioned unanimously to recommend approval of all application requests, with amended conditions. The Commission retained the recommendation for fence line along the easterly industrial park/westerly residential boundary. STAFF RECOMMENDED ACTION Planning Staff recommends approval of each of the noted applications, subject to those conditions in Exhibit Z. The project provides an appropriate level of transition in densities and unit styles for the existing and proposed land uses in the area. The preliminary plat for the 6t" Addition's 21 single-family lots is directly aligned with prior preliminary plat and PUD approvals and the Monticello 2040 Plan. Rezoning of that area is also consistent with the Monticello 2040 Plan, the existing zoning map and the prior approvals. The proposed amendment to the original Featherstone PUD will allow for: a. Retention of the original R-1 standards for the 6t" Addition, b. Relocation of the boundary between the residential and industrial/commercial consistent with the Monticello 2040 Comprehensive Plan, c. Designation of 10 acres of commercial area and 60+ acres of light industrial land within Outlot C as envisioned with the original PUD City Council Agenda: 04/25/2022 d. Provision for additional housing variety in the small -lot single family area, with conditions noted in Exhibit Z, and as referenced in the accompanying resolution. The Amendment to PUD and Development Stage PUD provides the opportunity for the applicant to continue plans for their existing single-family plans, while looking forward to the development of the site with a mixed residential product. The proposed amendment sets base standards for development of small -lot single-family neighborhood in the interests of meeting the City's goals for residential building and neighborhood design. SUPPORTING DATA A. Resolution No. 2022-50—Amendment to CUP for PUD B. Resolution No. 2022-51— Preliminary and Final Plat C. Resolution No. 2022-52 — Development and Final Stage PUD — Sixth Addition D. Resolution No. 2022-53 — Development Stage PUD — Outlot B E. Resolution PC -2022-022, Amendment to PUD F. Resolution PC -2022-023, Preliminary Plat G. Resolution PC -2022-024, Development Stage PUD H. Resolution PC -2022-025, Rezoning I. Ordinance No. 775, Rezoning J. Aerial Site Image K. Applicant Narrative L. Boundary Survey M. Amendment to Planned Unit Development, Illustration N. Featherstone 6t" Addition Preliminary Plat O. Featherstone Grading Plans P. Featherstone Utility Plans Q. Featherstone 6t" Addition Final Plat R. Hydrology Map S. Landscaping Plan T. Lot Tabulation U. City Engineer's Letter, dated March 30, 2022 V. City Fire Marshal's Letter, dated March 28, 2022 W. MnDOT Comment Letter, dated X, 2022 (To be provided 4/22) X. Development Agreement, Sixth Addition Y. Finance Plan, Sixth Addition Z. Development Agreement, Sixth Addition Trunk Utilities AA. Finance Plan, Sixth Addition Trunk Utilities BB. Monticello 2040 Plan, Excerpts Z. Conditions of Approval (Listed in Agenda Report) City Council Agenda: 04/25/2022 EXHIBIT Z Conditions of Approval Featherstone 6th Addition Preliminary Plat, Amendment to PUD, and Development Stage PUD 1. The 21 lots in the 6th Addition R-1 area shall be developed, and buildings shall be constructed, according to the standards of the original PUD for R-1 zoning. 2. The PUD is hereby amended to: a. Transition the boundary between residential and commercial/industrial to follow the section line, leaving approximately 79 acres for commercial and industrial uses within Outlot C. b. Reaffirm that the future commercial area will consist of up to 10 acres in area. c. Affirm that the layout of the 10 -acre commercial area will be identified based on an approved preliminary plat, development stage PUD and subsequent rezoning of the area at the time of development. d. Require that the commercial/industrial area will be subject to a future plat, rezoning, and PUD approvals as determined by the City, but notwithstanding the specific lines shown in the Comprehensive Plan future land use layout. e. Create a Development Stage approval for a series of up to 56 detached single family lots along the extension of 89th Street between the 6th Addition and 85th Street as shown in the concept plan attached, subject to PUD conditions identified in this report, generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: 1. 7,500 square feet of lot area. 2. 45 -65 -foot lot widths. 3. 25 -foot front setbacks, with 6 feet side yards and 20 feet rear yards. 4. Building sizes of 1,050 finished, and 2,000 square feet finishable area. 5. Garage square footage of at least 480 square feet 6. Roof pitches of at least 5:12. 7. Brick/Stone on front fagade equal to at least 20% of all front - facing surfaces. City Council Agenda: 04/25/2022 8. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. 9. Usable front porches or similar features. 10. Front entry doors no greater than 6 feet farther back from the garage doors. 11. Extensive buffer of landscaping along the Easterly (corrected) industrial border including a common privacy boundary line fence. 3. Phased development of the small -lot single family area shall, as requirement of its first phase, either: a. Connect 89th Street NE from its terminus at the 6th Addition to a new intersection with 85th Street NE; or b. Connect 891h Street NE from its terminus at the 6th Addition to an intersection with 86th Street NE. 4. Park Dedication shall be required as shown with Outlot A of the 6th Addition dedicated in satisfaction of the 21 -unit plat area of the 6th Addition, together with a cash -in -lieu dedication for the remaining dedication requirement attributable to the prior residential platting. 5. Outlot B will be subject to the park dedication requirements in effect at the time of preliminary and final plat. 6. The plat shall include an outlot designation or drainage and utility easement per for the ponding areas along the west boundary of the residential areas, per recommendation of City Engineer. (Condition modified by the Planning Commission.) 7. Outlots B and C are required to show the standard 6' and 12' easements. 8. Outlots 8 and C of the plat are subject to a future preliminary plat and any required amendments to PUD, rezoning, and/or Development and Final Stage PUD as may be required prior to development. (Condition added by staff for final plat/final stage PUD consideration.) 9. Comments and recommendations of the City Engineer in their letter dated March 301h, 2022. 10. Compliance with the comments of the Fire Marshal, in the letter dated March 28th, 2022. 11. Comments and recommendations of other staff and the Planning Commission following the public hearing. City Council Agenda: 04/25/2022 12. Review and comments of MnDOT. 13. Execution of a development contract for the proposed plat and PUD. (Condition added by staff for final plat/final stage PUD consideration.) 14. 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. 2022-50 APPROVING AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR PLANNED UNIT DEVELOPMENT FOR THE FEATHERSTONE PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request to revise a Conditional Use Permit for a PUD by amending the residential uses, modifying the boundary between residential and industrial/commercial areas, and retaining an allowance for up to ten acres of future commercial use; 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 2003; and WHEREAS, the A-0 District portion of the PUD (the westerly 79 acres +, is guided as Employment Campus in the Comprehensive Plan, and would include options for industrial and commercial uses, subject to rezoning, platting, and provision of streets and utilities; 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 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 April 5, 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 the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission has recommended approval of the amendment to Conditional Use Permit for Planned Unit Development; and WHEREAS, the City Council has considered the Planning Commission's recommendation and all the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-50 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 the original standards of the PUD applicable to the R-1 zoning district to the 21 units of the 6th Addition residential plat. The impacts of the improvements are those anticipated by residential, industrial, and commercial 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 amendment to the Conditional Use Permit for Planned Unit Development, subject to the conditions listed in Exhibit Z of the staff report as follows: The 21 lots in the 6th Addition R-1 area shall be developed, and buildings shall be constructed, according to the standards of the original PUD for R-1 zoning. The PUD is hereby amended to: a. Transition the boundary between residential and commercial/industrial to follow the section line, leaving approximately 79 acres for commercial and industrial uses within Outlot C. b. Reaffirm that the future commercial area will consist of up to 10 acres in area. c. Affirm that the layout of the 10 -acre commercial area will be identified based on an approved preliminary plat, development stage PUD and subsequent rezoning of the area at the time of development. d. Require that the commercial/industrial area will be subject to a future plat, rezoning, and PUD approvals as determined by the City, but notwithstanding the specific lines shown in the Comprehensive Plan future land use layout. e. Create a Development Stage approval for a series of up to 56 detached single family lots along the extension of 89th Street between the 6th Addition and 85th Street as shown in the concept plan attached, subject 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-50 to PUD conditions identified in this report, generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: 1. 7,500 square feet of lot area. 2. 45 -65 -foot lot widths. 3. 25 -foot front setbacks, with 6 feet side yards and 20 feet rear yards. 4. Building sizes of 1,050 finished, and 2,000 square feet finishable area. 5. Garage square footage of at least 480 square feet 6. Roof pitches of at least 5:12. 7. Brick/Stone on front fagade equal to at least 20% of all front -facing surfaces. 8. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. 9. Usable front porches or similar features. 10. Front entry doors no greater than 6 feet farther back from the garage doors. 11. Extensive buffer of landscaping along the westerly border with industrial land, including a common privacy boundary line fence. 3. Phased development of the small -lot single family area shall, as requirement of its first phase, either: a. Connect 89th Street NE from its terminus at the 6th Addition to a new intersection with 85th Street NE; or b. Connect 89th Street NE from its terminus at the 6th Addition to an intersection with 86th Street NE. 4. Park Dedication shall be required as shown with Outlot A of the 6th Addition dedicated in satisfaction of the 21 -unit plat area of the 6th Addition, together with a cash -in -lieu dedication for the remaining dedication requirement attributable to the prior residential platting. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-50 5. Outlot B will be subject to the park dedication requirements in effect at the time of preliminary and final plat. 6. The plat shall include an outlot designation or drainage and utility easement per the City Engineer's recommendation for the ponding areas along the west boundary of the residential areas. 7. Outlots B and C are required to show the standard 6' and 12' easements. 8. Outlots B and C of the plat are subject to a future preliminary plat and any required amendments to PUD, rezoning, and/or Development and Final Stage PUD as may be required prior to development. 9. Comments and recommendations of the City Engineer in their letter dated March 30th, 2022. 10. Compliance with the comments of the Fire Marshal, in the letter dated March 28th, 2022. 11. Comments and recommendations of other staff and the Planning Commission following the public hearing. 12. Review and comments of MnDOT. 13. Execution of a development contract for the proposed plat and PUD. 14. 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 25th day of April 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk I f< LSI ► k I RI 4 111014 k e9dreill ► RI I I A Lloyd Hilgart, Mayor F. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-51 APPROVING A PRELIMINARY AND FINAL PLAT FOR FEATHERSTONE SIXTH ADDITION WHEREAS, the applicant has submitted a request for a Preliminary Plat and Final for Featherstone 6th Addition, a subdivision of 21 single family lots and outlots; and WHEREAS, the site is R-1, Single Family Residential District which allows single family residential development when platting according to the original PUD approval in 2003; and WHEREAS, the proposed use and development of the proposed residential portion of the plat as single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, Outlots B & C of the proposed plat will be subject to future approvals consistent with ordinance and the comprehensive Plan, 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 April 5th, 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 the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission has recommended approval of the Preliminary Plat for Featherstone Sixth Addition; and WHEREAS, the City Council has considered the Planning Commission's recommendation and all the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council has considered all the comments and the staff report, which are incorporated by reference into the resolution the following Findings of Fact in relation to the approval: The proposed uses are consistent with the existing and future land uses in the area in which they are located. The proposed PUD incorporates the original standards of the PUD applicable to the R-1 zoning district to the 6th Addition residential plat. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-51 3. The impacts of the improvements are those anticipated by residential, industrial, and commercial 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 and Final Plat of Featherstone Sixth Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The 21 lots in the 6th Addition R-1 area shall be developed, and buildings shall be constructed, according to the standards of the original PUD for R-1 zoning. 2. The PUD is hereby amended to: a. Transition the boundary between residential and commercial/industrial to follow the section line, leaving approximately 79 acres for commercial and industrial uses within Outlot C. b. Reaffirm that the future commercial area will consist of up to 10 acres in area. c. Affirm that the layout of the 10 -acre commercial area will be identified based on an approved preliminary plat, development stage PUD and subsequent rezoning of the area at the time of development. d. Require that the commercial/industrial area will be subject to a future plat, rezoning, and PUD approvals as determined by the City, but notwithstanding the specific lines shown in the Comprehensive Plan future land use layout. e. Create a Development Stage approval for a series of up to 56 detached single family lots along the extension of 891h Street between the 6th Addition and 851h Street as shown in the concept plan attached, subject to PUD conditions identified in this report, generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: 1. 7,500 square feet of lot area. 2. 45-65 foot lot widths. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-51 3. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. 4. Building sizes of 1,050 finished, and 2,000 square feet finishable area. 5. Garage square footage of at least 480 square feet 6. Roof pitches of at least 5:12. 7. Brick/Stone on front fagade equal to at least 20% of all front -facing surfaces. 8. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. 9. Usable front porches or similar features. 10. Front entry doors no greater than 6 feet farther back from the garage doors. 11. Extensive buffer of landscaping along the westerly border with industrial land, including a common privacy boundary line fence. 3. Phased development of the small -lot single family area shall, as requirement of its first phase, either: a. Connect 89th Street NE from its terminus at the 6th Addition to a new intersection with 85th Street NE; or b. Connect 891h Street NE from its terminus at the 6th Addition to an intersection with 86th Street NE. 4. Park Dedication shall be required as shown with Outlot A of the 6th Addition dedicated in satisfaction of the 21 -unit plat area of the 6th Addition, together with a cash -in -lieu dedication for the remaining dedication requirement attributable to the prior residential platting. 5. Outlot B will be subject to the park dedication requirements in effect at the time of preliminary and final plat. 6. The plat shall include an outlot designation or drainage and utility easement per the City Engineer's recommendation for the ponding areas along the west boundary of the residential areas. 7. Outlots B and C are required to show the standard 6' and 12' easements. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-51 8. Outlots B and C of the plat are subject to a future preliminary plat and any required amendments to PUD, rezoning, and/or Development and Final Stage PUD as may be required prior to development. 9. Comments and recommendations of the City Engineer in their letter dated March 30th, 2022. 10. Compliance with the comments of the Fire Marshal, in the letter dated March 28th, 2022. 11. Comments and recommendations of other staff and the Planning Commission following the public hearing. 12. Review and comments of MnDOT. 13. Execution of a development contract for the proposed plat and PUD. 14. Execution of an amended PUD agreement governing the remaining development in accordance with the standard requirements and the additional recommendations noted in this report. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract and Planned Unit Development for "Featherstone Sixth Addition" and "Development Contract Featherstone Sixth Addition Trunk Utilities" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat development, is hereby approved. ADOPTED this 25th day of April 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL A Lloyd Hilgart, Mayor F. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-52 APPROVING A DEVELOPMENT AND FINAL STAGE PLANNED UNIT DEVELOPMENT (PUD) FOR FEATHERSTONE SIXTH ADDITION OUTLOT A, AND LOTS 1-11, BLOCK 1, LOTS 1-7, BLOCK 2, AND LOTS 1-3, BLOCK 3 WHEREAS, the applicant has submitted a request for a Preliminary and Final Plat, amendment to PUD, and Development and Final Stage PUD for Featherstone 6th Addition, a subdivision of 21 single family lots; and WHEREAS, the site is zoned R-1, Single Family Residential District which allows single family residential development when platting according to the original PUD approval in 2003; and WHEREAS, the proposed use and development of Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3 as single family, with regulations consistent with past PUD approvals would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; 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 April 5th, 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 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 Planned Unit Development for Outlot A, and Lots 1-11, Block 1, Lots 1- 7, Block 2, and Lots 1-3, Block 3 Featherstone 61h Addition, and WHEREAS, the City Council has considered the Planning Commission's recommendation and all the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the 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 RESOLUTION NO. 2022-52 2. The proposed plat is consistent with the original plat for the area, and with the development of the Featherstone neighborhood. The proposed PUD incorporates the original standards of the PUD applicable to the R-1 zoning district to the 6th Addition residential plat. 4. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 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 and Final Stage PUD for Outlot A, and Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3 Featherstone 6th Addition Featherstone Sixth Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: The 21 lots in the 6th Addition R-1 area shall be developed, and buildings shall be constructed, according to the standards of the original PUD for R-1 zoning. The PUD is hereby amended to: a. Transition the boundary between residential and commercial/industrial to follow the section line, leaving approximately 79 acres for commercial and industrial uses within Outlot C. b. Reaffirm that the future commercial area will consist of up to 10 acres in area. c. Affirm that the layout of the 10 -acre commercial area will be identified based on an approved preliminary plat, development stage PUD and subsequent rezoning of the area at the time of development. d. Require that the commercial/industrial area will be subject to a future plat, rezoning, and PUD approvals as determined by the City, but notwithstanding the specific lines shown in the Comprehensive Plan future land use layout. e. Create a Development Stage approval for a series of up to 56 detached single family lots along the extension of 89th Street between the 6th Addition and 85th Street as shown in the concept plan attached, subject to PUD conditions identified in this report, generally following the 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-52 standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: 1. 7,500 square feet of lot area. 2. 45 -65 -foot lot widths. 3. 25 -foot front setbacks, with 6 feet side yards and 20 feet rear yards. 4. Building sizes of 1,050 finished, and 2,000 square feet finishable area. 5. Garage square footage of at least 480 square feet 6. Roof pitches of at least 5:12. 7. Brick/Stone on front fagade equal to at least 20% of all front -facing surfaces. 8. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. 9. Usable front porches or similar features. 10. Front entry doors no greater than 6 feet farther back from the garage doors. 11. Extensive buffer of landscaping along the westerly border with industrial land, including a common privacy boundary line fence. 3. Phased development of the small -lot single family area shall, as requirement of its first phase, either: a. Connect 89th Street NE from its terminus at the 6th Addition to a new intersection with 85th Street NE; or b. Connect 89th Street NE from its terminus at the 6th Addition to an intersection with 86th Street NE. 4. Park Dedication shall be required as shown with Outlot A of the 6th Addition dedicated in satisfaction of the 21 -unit plat area of the 6th Addition, together with a cash -in -lieu dedication for the remaining dedication requirement attributable to the prior residential platting. 5. Outlot B will be subject to the park dedication requirements in effect at the time of preliminary and final plat. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-52 6. The plat shall include an outlot designation or drainage and utility easement per the City Engineer's recommendation for the ponding areas along the west boundary of the residential areas. 7. Outlots B and C are required to show the standard 6' and 12' easements. 8. Outlots B and C of the plat are subject to a future preliminary plat and any required amendments to PUD, rezoning, and/or Development and Final Stage PUD as may be required prior to development. 9. Comments and recommendations of the City Engineer in their letter dated March 30, 2022. 10. Compliance with the comments of the Fire Marshal, in the letter dated March 28, 2022. 11. Comments and recommendations of other staff and the Planning Commission following the public hearing. 12. Review and comments of MnDOT. 13. Execution of a development contract for the proposed plat and PUD. 14. 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 25th day of April 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL By: Lloyd Hilgart, Mayor F. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-53 APPROVING A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT (PUD) FOR FEATHERSTONE SIXTH ADDITION, OUTLOT B A FUTURE SMALL -LOT SINGLE FAMILIY RESIDENTIAL DEVELOPMENT AS A PART OF THE FEATHERSTONE PUD WHEREAS, the applicant has submitted a request for amendment to PUD, and Development Stage PUD for Outlot B, Featherstone 6t" Addition; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the proposed use and development of Outlot B area as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the Planning Commission held a public hearing on April 5, 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 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 Planned Unit Development for Outlot A, and Lots 1-11, Block 1, Lots 1- 7, Block 2, and Lots 1-3, Block 3 Featherstone 6t" Addition, and WHEREAS, the City Council has considered the Planning Commission's recommendation and all the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The proposed uses are consistent with the existing and future land uses in the area in which they are located. The proposed plat is consistent with the original plat for the area, and with the development of the Featherstone neighborhood. The proposed PUD incorporates the original standards of the PUD applicable to the R-1 zoning district to the 6t" Addition residential plat. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-53 4. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 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 Outlot B Featherstone Sixth Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: The 21 lots in the 6th Addition R-1 area shall be developed, and buildings shall be constructed, according to the standards of the original PUD for R-1 zoning. The PUD is hereby amended to: a. Transition the boundary between residential and commercial/industrial to follow the section line, leaving approximately 79 acres for commercial and industrial uses within Outlot C. b. Reaffirm that the future commercial area will consist of up to 10 acres in area. c. Affirm that the layout of the 10 -acre commercial area will be identified based on an approved preliminary plat, development stage PUD and subsequent rezoning of the area at the time of development. d. Require that the commercial/industrial area will be subject to a future plat, rezoning, and PUD approvals as determined by the City, but notwithstanding the specific lines shown in the Comprehensive Plan future land use layout. e. Create a Development Stage approval for a series of up to 56 detached single family lots along the extension of 89th Street between the 6th Addition and 85th Street as shown in the concept plan attached, subject to PUD conditions identified in this report, generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: 1. 7,500 square feet of lot area. 2. 45 -65 -foot lot widths. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-53 3. 25 -foot front setbacks, with 6 feet side yards and 20 feet rear yards. 4. Building sizes of 1,050 finished, and 2,000 square feet finishable area. 5. Garage square footage of at least 480 square feet 6. Roof pitches of at least 5:12. 7. Brick/Stone on front fagade equal to at least 20% of all front -facing surfaces. 8. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. 9. Usable front porches or similar features. 10. Front entry doors no greater than 6 feet farther back from the garage doors. 11. Extensive buffer of landscaping along the westerly border with industrial land, including a common privacy boundary line fence. 3. Phased development of the small -lot single family area shall, as requirement of its first phase, either: a. Connect 89th Street NE from its terminus at the 6th Addition to a new intersection with 85th Street NE; or b. Connect 891h Street NE from its terminus at the 61h Addition to an intersection with 86th Street NE. 4. Park Dedication shall be required as shown with Outlot A of the 6th Addition dedicated in satisfaction of the 21 -unit plat area of the 6th Addition, together with a cash -in -lieu dedication for the remaining dedication requirement attributable to the prior residential platting. 5. Outlot B will be subject to the park dedication requirements in effect at the time of preliminary and final plat. 6. The plat shall include an outlot designation or drainage and utility easement per the City Engineer's recommendation for the ponding areas along the west boundary of the residential areas. 7. Outlots B and C are required to show the standard 6' and 12' easements. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-53 8. Outlots B and C of the plat are subject to a future preliminary plat and any required amendments to PUD, rezoning, and/or Development and Final Stage PUD as may be required prior to development. 9. Comments and recommendations of the City Engineer in their letter dated March 30, 2022. 10. Compliance with the comments of the Fire Marshal, in the letter dated March 28, 2022. 11. Comments and recommendations of other staff and the Planning Commission following the public hearing. 12. Review and comments of MnDOT. 13. Execution of a development contract for the proposed plat and PUD. 14. 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 25th day of April 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL By: Lloyd Hilgart, Mayor M CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-022 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR PLANNED UNIT DEVELOPMENT FOR THE FEATHERSTONE PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request to revise a Conditional Use Permit for a PUD by amending the residential uses, modifying the boundary between residential and industrial/commercial areas, and retaining an allowance for up to ten acres of future commercial use; 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 2003; and WHEREAS, the A-0 District portion of the PUD (the westerly 79 acres +, is guided as Employment Campus in the Comprehensive Plan, and would include options for industrial and commercial uses, subject to rezoning, platting, and provision of streets and utilities; 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 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 April 5t", 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. 2. The proposed PUD incorporates the original standards of the PUD applicable to the R-1 zoning district to the 6t" Addition residential plat. The impacts of the improvements are those anticipated by residential, industrial, and commercial 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 amendment to the Conditional Use Permit for Planned Unit Development, subject to the conditions listed in Exhibit Z of the staff report as follows: The 21 lots in the 6th Addition R-1 area shall be developed, and buildings shall be constructed, according to the standards of the original PUD for R-1 zoning. The PUD is hereby amended to: a. Transition the boundary between residential and commercial/industrial to follow the section line, leaving approximately 79 acres for commercial and industrial uses within Outlot C. b. Reaffirm that the future commercial area will consist of up to 10 acres in area. c. Affirm that the layout of the 10 acre commercial area will be identified based on an approved preliminary plat, development stage PUD and subsequent rezoning of the area at the time of development. d. Require that the commercial/industrial area will be subject to a future plat, rezoning, and PUD approvals as determined by the City, but notwithstanding the specific lines shown in the Comprehensive Plan future land use layout. e. Create a Development Stage approval for a series of up to 56 detached single family lots along the extension of 89th Street between the 6th Addition and 85th Street as shown in the concept plan attached, subject to PUD conditions identified in this report, generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: 1. 7,500 square feet of lot area. 2. 45-65 foot lot widths. 3. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. 2 4. Building sizes of 1,050 finished, and 2,000 square feet finishable area. 5. Garage square footage of at least 480 square feet 6. Roof pitches of at least 5:12. 7. Brick/Stone on front fagade equal to at least 20% of all front -facing surfaces. 8. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. 9. Usable front porches or similar features. 10. Front entry doors no greater than 6 feet farther back from the garage doors. 11. Extensive buffer of landscaping along the Easterly industrial border, including a common privacy boundary line fence. 3. Phased development of the small -lot single family area shall, as requirement of its first phase, either: a. Connect 89th Street NE from its terminus at the 6th Addition to a new intersection with 851h Street NE; or b. Connect 89th Street NE from its terminus at the 6th Addition to an intersection with 86th Street NE. 4. Park Dedication shall be required as shown with Outlot A of the 61h Addition with the Final Plat of the 6th Addition dedicated in satisfaction of the 21 -unit plat area of the 6th Addition, together with a cash -in -lieu dedication for the remaining dedication requirement attributable to the prior residential platting. 5. Outlot B will be subject to the park dedication requirements in effect at the time of preliminary and final plat. 6. The plat shall include an outlot designation or drainage and utility easement for the ponding areas along the west boundary of the residential areas, per recommendation of City Engineer. 7. Outlots B and C are required to show the standard 6' and 12' easements 8. Comments and recommendations of the City Engineer in their letter dated March 30th, 2022. 9. Compliance with the comments of the Fire Marshal, in the letter dated March 28th, 2022. 3 10. Comments and recommendations of other staff and the Planning Commission following the public hearing. 11. Review and comments of MnDOT. 12. 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 5t" day of April, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION A ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director CI CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-023 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF PRELIMINARY PLAT FOR THE FEATHERSTONE 6T" ADDITION WHEREAS, the applicant has submitted a request for a Preliminary Plat for Featherstone 6th Addition, a subdivision of 21 single family lots; and WHEREAS, the site is R-1, Single Family Residential District which allows single family residential development when platting according to the original PUD approval in 2003; and WHEREAS, the proposed use and development of the proposed residential portion of the plat as single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, Outlots B & B of the proposed plat will be subject to future approvals consistent with ordinance and the comprehensive Plan; 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 April 51h, 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 plat is consistent with the original plat for the area, and with the development of the Featherstone neighborhood. 3. The proposed PUD incorporates the original standards of the PUD applicable to the R-1 zoning district to the 6th Addition residential plat. 4. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 5. 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 Preliminary Plat for Featherstone 6th Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The 21 lots in the 6th Addition R-1 area shall be developed, and buildings shall be constructed, according to the standards of the original PUD for R-1 zoning. 2. The PUD is hereby amended to: a. Transition the boundary between residential and commercial/industrial to follow the section line, leaving approximately 79 acres for commercial and industrial uses within Outlot C. b. Reaffirm that the future commercial area will consist of up to 10 acres in area. c. Affirm that the layout of the 10 acre commercial area will be identified based on an approved preliminary plat, development stage PUD and subsequent rezoning of the area at the time of development. d. Require that the commercial/industrial area will be subject to a future plat, rezoning, and PUD approvals as determined by the City, but notwithstanding the specific lines shown in the Comprehensive Plan future land use layout. e. Create a Development Stage approval for a series of up to 56 detached single family lots along the extension of 89th Street between the 6th Addition and 85th Street as shown in the concept plan attached, subject to PUD conditions identified in this report, generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: 1. 7,500 square feet of lot area. 2. 45-65 foot lot widths. 3. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. 4. Building sizes of 1,050 finished, and 2,000 square feet finishable area. 5. Garage square footage of at least 480 square feet 6. Roof pitches of at least 5:12. 2 7. Brick/Stone on front fagade equal to at least 20% of all front -facing surfaces. 8. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. 9. Usable front porches or similar features. 10. Front entry doors no greater than 6 feet farther back from the garage doors. 11. Extensive buffer of landscaping along the easterly industrial border, including a common privacy boundary line fence. 3. Phased development of the small -lot single family area shall, as requirement of its first phase, either: a. Connect 89th Street NE from its terminus at the 6th Addition to a new intersection with 85th Street NE; or b. Connect 89th Street NE from its terminus at the 6th Addition to an intersection with 86th Street NE. 4. Park Dedication shall be required as shown with Outlot A of the 6th Addition with the Final Plat of the 6th Addition dedicated in satisfaction of the 21 -unit plat area of the 6th Addition, together with a cash -in -lieu dedication for the remaining dedication requirement attributable to the prior residential platting. 5. Outlot B will be subject to the park dedication requirements in effect at the time of preliminary and final plat. 6. The plat shall include an outlot designation or drainage and utility easement for the ponding areas along the west boundary of the residential areas, per recommendation of the City Engineer. 7. Outlots B and C are required to show the standard 6' and 12' easements 8. Comments and recommendations of the City Engineer in their letter dated March 30th, 2022. 9. Compliance with the comments of the Fire Marshal, in the letter dated March 28th, 2022. 10. Comments and recommendations of other staff and the Planning Commission following the public hearing. 11. Review and comments of MnDOT. 3 12. 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 5t" day of April, 2022 by the Planning Commission of the City of Monticello, Minnesota. [�l�>t1[y����ll�e1�1►11�[el�I�l► IW�Y.y[�l�l A ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director CI CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-024 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTCELLO RECOMMENDING APPROVAL OF DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR FEATHERSTONE 6t" ADDITION OUTLOT A, AND LOTS 1-11, BLOCK 1, LOTS 1-7, BLOCK 2, AND LOTS 1-3, BLOCK 3 AND FOR A FUTURE SMALL -LOT SINGLE FAMILIY RESIDENTIAL DEVELOPMENT AS A PART OF THE FEATHERSTONE PUD, KNOWN AS OUTLOT B WHEREAS, the applicant has submitted a request for a Preliminary Plat for Featherstone 6th Addition, a subdivision of 21 single family lots; and WHEREAS, the site is zoned R-1, Single Family Residential District which allows single family residential development when platting according to the original PUD approval in 2003; and WHEREAS, the proposed use and development of Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3 as single family, with regulations consistent with past PUD approvals would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the proposed use and development of Outlot B area as small -lot single family would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; 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 April 5th, 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. The proposed plat is consistent with the original plat for the area, and with the development of the Featherstone neighborhood. The proposed PUD incorporates the original standards of the PUD applicable to the R-1 zoning district to the 21 lots in the 6th Addition residential plat. 4. The Development Stage PUD for Outlot B will be subject to future platting and zoning actions as appropriate. 5. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 6. 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 for Outlot A, and Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3 and Outlot B of Featherstone 6th Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: The 21 lots in the 6th Addition R-1 area shall be developed, and buildings shall be constructed, according to the standards of the original PUD for R-1 zoning. 2. The PUD is hereby amended to: a. Transition the boundary between residential and commercial/industrial to follow the section line, leaving approximately 79 acres for commercial and industrial uses within Outlot C. b. Reaffirm that the future commercial area will consist of up to 10 acres in area. c. Affirm that the layout of the 10 acre commercial area will be identified based on an approved preliminary plat, development stage PUD and subsequent rezoning of the area at the time of development. d. Require that the commercial/industrial area will be subject to a future plat, rezoning, and PUD approvals as determined by the City, but notwithstanding the specific lines shown in the Comprehensive Plan future land use layout. e. Create a Development Stage approval for a series of up to 56 detached single family lots along the extension of 89th Street between the 6th Addition and 85th Street as shown in the concept plan attached, subject to PUD conditions identified in this report, generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: 2 1. 7,500 square feet of lot area. 2. 45-65 foot lot widths. 3. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. 4. Building sizes of 1,050 finished, and 2,000 square feet finishable area. 5. Garage square footage of at least 480 square feet 6. Roof pitches of at least 5:12. 7. Brick/Stone on front fagade equal to at least 20% of all front -facing surfaces. 8. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. 9. Usable front porches or similar features. 10. Front entry doors no greater than 6 feet farther back from the garage doors. 11. Extensive buffer of landscaping along the easterly industrial border, including a common privacy boundary line fence. 3. Phased development of the small -lot single family area shall, as requirement of its first phase, either: a. Connect 89th Street NE from its terminus at the 6th Addition to a new intersection with 851h Street NE; or b. Connect 89th Street NE from its terminus at the 61h Addition to an intersection with 86th Street NE. 4. Park Dedication shall be required as shown with Outlot A of the 6th Addition with the Final Plat of the 6th Addition dedicated in satisfaction of the 21 -unit plat area of the 6th Addition, together with a cash -in -lieu dedication for the remaining dedication requirement attributable to the prior residential platting. 5. Outlot B will be subject to the park dedication requirements in effect at the time of preliminary and final plat. 6. The plat shall include an outlot designation or drainage and utility easement for the ponding areas along the west boundary of the residential areas, per recommendation of the City Engineer. 7. Outlots B and C are required to show the standard 6' and 12' easements 3 8. Comments and recommendations of the City Engineer in their letter dated March 30th, 2022. 9. Compliance with the comments of the Fire Marshal, in the letter dated March 28th, 2022. 10. Comments and recommendations of other staff and the Planning Commission following the public hearing. 11. Review and comments of MnDOT. 12. 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 5th day of April, 2022 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director F. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-025 RECOMMENDING APPROVAL OF A ZONING MAP AMENDMENT REZONING THE SUBJECT PROPERTY FROM "A -O", AGRICULTURAL OPEN SPACE DISTRICT TO "R-1", SINGLE FAMILY RESIDENCE DISTRICT WHEREAS, the applicant has submitted a request to rezone a portion of Outlot A, Featherstone 5th Addition (being replatted as Featherstone 6t" Addition) subject to its platting into single family residential lots; and WHEREAS, the proposed amendment is consistent with the long-term use and development of the property suggested by the Comprehensive Plan; and WHEREAS, the original preliminary plat for the area anticipated low-density residential uses for the subject area; and WHEREAS, the Planning Commission held a public hearing on April 5t", 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 rezoning is an appropriate means of furthering the intent of the Comprehensive Plan for the site. The use of the site for low-density residential development is consistent with the City's economic development objectives. The amendment results in a zoning designation that more closely achieves the goals and objectives of the Comprehensive Plan than would the current agricultural zoning. 4. The amendment results in the potential for development that would be compatible and consistent with the existing surrounding land uses in the area. 5. The resulting land uses will have impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the subject property as proposed. 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 adopts Ordinance No. rezoning the subject property from "A-0", Agricultural Open Space to "R-1", Single Family Residence District. ADOPTED this 5t" day of April, 2022, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION la ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director 2 ORDINANCE NO. 775 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY REZONING THE FOLLOWING PROPERTY FROM A -O, AGRICULTURAL OPEN SPACE DISTRICT TO R-1, SINGLE FAMILY RESIDENCE DISTRICT: OUTLOT A, AND LOTS 1-11, BLOCK 1, LOTS 1-7, BLOCK 2, AND LOTS 1-3, BLOCK 3 FEATHERSTONE 61h ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from A -O, Agricultural Open Space to R-1, Single Family Residence District: (See attached Legal Description) Section 2. 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 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 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 April, 2022. Lloyd Hilgart, Mayor 1 ORDINANCE NO. 775 ATTEST: Rachel Leonard, Administrator AYES: NAYS: f Fin f 1 f -' iJ - ._—_.._._.. '[CCtlt \��'�\,, II f I I 1 I 1 VI ar r 1 1 .�•R l 4 �� _ , El 111 Fr �� - - 111 1 1 00 • ° •11111 1 �� ❑� 11 11 �� c VLII_I!!ll:I! a c ��111lilt ' Illir� Yrl ' .• � ' �i � TFF .r � ,' 1 1• � 1 v' I I ,��/. :. m 1�In `nom � �L J� ' -_� `'r `� :LLLr11� !_ sir` � • o ip - LL . . . . . . . T L .{ y . � • 1 11 1 • 1'. 7 Featherstone 6T" Addition - April 2022 By Gold Nugget Development Inc. Introduction: Gold Nugget Development Inc. (GND) has submitted several Land Use Applications for the modification of the Featherstone PUD and a final plat application for the last 21 single family lots in the PUD. This is the first proposed modification of the development PUD plan since it was initially approved. GND purchased the 220 acres from Ocello LLC in 1999 and proceeded to plan and plat the acreage into the Featherstone multi use Planned Unit Development. The owners of GND are Wayne Fleck and Rick Novak (Rick Novak is also the owner of home builder Novak -Fleck Inc.) To date, five additions have been platted totaling 160 single family lots. The proposed 6th addition (about 10 acres) includes in part, the last 21 single family lots in the PUD which will be developed and built on by Novak -Fleck Inc. Currently both owners of GND are contemplating retirement options. Consequently, the undeveloped balance of the PUD, consisting of about 110 acres, which includes the multifamily, commercial and industrial is proposed to be sold to other developers/builders who specialize in these land uses. Over the last several years, GND has received a number of land sale inquiries for the industrial and commercial land. However, the unavailability of sewer and water to the site negated any potential land sale. The utility component of the 6th addition will bring both trunk sewer and water to the edge of the industrial designated land. These trunk line extensions were one of the driving forces in the proposed PUD Development Plan modifications. The applicant has met with staff on several occasions to discuss design, and land use options for this area. The proposed modification to the Development PUD Plan is in part the result of these meetings. Land Use Applications: GND has submitted several land use applications for Featherstone 6th Add. which includes all the undeveloped land in the Featherstone PUD. The planning objective for the requested modifications is to be consistent and in substantial compliance with Monticello's 2040 Comprehensive Plan, Zoning and Subdivision Ordinances, and the Featherstone PUD Development Plan. In general, these land use applications will accomplish the following: 1. Request preliminary and final plat for the 21 single family lots 2. Establish a platted boundary between the industrial and residential land uses 3. Eliminate the current planed multifamily use and replace it with smaller 65 -foot single family lots 4. Bring the Zoning current with the comprehensive plan 5. Establish Outlots which will implement the amended PUD Development Plan and provide and establish legal descriptions for future land sales. 6. Bring both trunk sewer and water to the industrial designated land. 7. Extend the timeframe of the PUD Development Plan for a period of three years so the property can be sold with a valid Development Plan Specifically. the Land Use Aoolication includes the followine reauested actions: 1. Final stage PUD approval for the 21 lots in Featherstone 6th Add. 2. Preliminary and final plat approval for the 21 lots in Featherstone 6th Add. 3. Amendment to the Featherstone PUD Development Plan for Outlots B and C 4. Rezoning and map amendment of Outlot C to BC 5. A three-year extension for the PUD Development Plan approval Featherstone History: The Featherstone PUD totals 220 acres and was approved in 2003. A comparison of the existing and proposed modifications of the Development Plan Follows: Please refer to attached map Labeled FEATHERSTONE PUD 2004 Proposed Plan 238 units - 115 Ac (2.7 U/Ac) None 78Ac. 10 Ac. 17 Ac. The Featherstone PUD has developed in compliance to the approved Development Plan over the last 19 years. Phases 1-5 have been platted and only a few lots remain in the 5th addition. Phase 6 consisting of 21 single family lots is part of this application for final plat. The original development concept was to locate the low density on the east, then a mixed-use transition in the middle and the more intense industrial use along STH 25. Featherstone is served with both municipal sewer and water. The trunk sewer serving this site was located in the north east corner, consequently development had to occur form east to west. The 6th addition utility project will extend both trunk sewer and water to the industrial property. Storm water is managed via a number of storm water basins with all storm water leaving the site at the northeast corner. The park configuration is a linear open space system originally designed to contain of about 17 acres. However, the park dedication will be reduced by about 2 acres because the gross residential acreage is proposed to be reduced by about 20 acres. 2 Existing Plan Single Family 182 units — 94 Ac (1.94 U/Ac) Mixed Use 120 units - 41 Ac Industrial 58 Ac Commercial 10Ac. Park 17 Ac. Proposed Plan 238 units - 115 Ac (2.7 U/Ac) None 78Ac. 10 Ac. 17 Ac. The Featherstone PUD has developed in compliance to the approved Development Plan over the last 19 years. Phases 1-5 have been platted and only a few lots remain in the 5th addition. Phase 6 consisting of 21 single family lots is part of this application for final plat. The original development concept was to locate the low density on the east, then a mixed-use transition in the middle and the more intense industrial use along STH 25. Featherstone is served with both municipal sewer and water. The trunk sewer serving this site was located in the north east corner, consequently development had to occur form east to west. The 6th addition utility project will extend both trunk sewer and water to the industrial property. Storm water is managed via a number of storm water basins with all storm water leaving the site at the northeast corner. The park configuration is a linear open space system originally designed to contain of about 17 acres. However, the park dedication will be reduced by about 2 acres because the gross residential acreage is proposed to be reduced by about 20 acres. 2 Throughout the development history of the PUD, the undeveloped land has always been leased to an area crop farmer. For the most part, development has always been steady, with the exception being the 2008 economic recession, where development was stagnant for about 5 years. However, the current single family housing market in Monticello is strong. Featherstone 6th Add. Physiography: Featherstone 6th Add. totals 121.29 acres of vacant land of which about 100 acres are in agricultural production. The balance of the site totalling about 21 acres has been previously graded for 21 residential lots and stormwater ponding. The proposed 6th Add. is the undeveloped part of the 220 -acre Featherstone PUD. There are no significant natural features on this predominately flat, treeless site. An active well located approximately in the center of the remaining farm land is being used to irrigate crops during the growing season. The soils are predominately sandy loam with a thin layer of top soil. According to the National Wetlands Inventory map, there are no wetlands on the subject property (see attached National Wetlands Inventory Map). The map does show two Freshwater Emergent Wetlands areas. However, both of these areas are stormwater management basins previously constructed to treat stormwater within the PUD. Proposed PUD Development Plan Changes: Essentially, the proposed PUD amendment exchanges 20 acres of residential use for 20 acres of industrial use, (see attached existing land use plan) and the number of gross residential units will be reduced from 302 to 238 units. The proposed land use design abandons the mixed residential use in the center and instead proposes 56 single family lots with a minimum frontage of 65 feet. The redesign will also eliminate the 86th St connection to the industrial park. The principal reason for the change in use that that according real estate experts, the planned existing townhomes and quad units are not marketable. All other design elements of the PUD will remain the same. Perhaps the most important utility planning objective in the 6th Add. was to provide both trunk sewer and water to the industrial area. This is being accomplished by extending sewer and water in the right of way of the future cul -de- sac (north end of yellow shaded area in proposed land use plan) and then west to Outlot C (see preliminary plan for Outlot B). Land use planning was critical in order to construct both sewer and water trunk in the most cost-efficient alignment and in a location most beneficial to future development. If approved, it the objective to market both Outlot B and C. A detailed industrial/commercial development plan will be required by a future developer. The applicant is requesting a three-year extension for the Development Plan Approval. This time line is critical to allow the marketing of the property and a new owner time to prepare final plans based on a current Development Plan. City staff has made design comments which were incorporated in this submittal. The applicant is of the opinion that sufficient design and detail exists to approve the proposed Outlots and amendment to the Featherstone PUD Development Plan. Furthermore, the land uses in the amendment area are arranged to produce a planned environment with manageable planning and engineering options and address current market conditions. 3 o I U a � 0 � -- -- -- -89TH -- -- w 0 o O O z O O O O O ST NE o O O O —►--- Oo 0 O o 0 SITE �� ;Q� S89�'1 ��jj� a 6'S1 "E 682.080 0 so N89°26'10"E 635.63 I `\ I `\ low I c •' -- -- - p £ \ ` \ 0 -- -- - �1 --50.00 FOOT WIDE UNITED POWER ASSOCIATIO EASEMENT PER DOC. NO. 587954------ �Iw LLJ 31-1-31 n�,�� — >_� I - - - - - - 85TH ST NE � I � I SECTION 22 & 23, TWP, 121, RGE. 25 c _ III VICINITY MAP N I I NO SCALE (j_ I I 150 75 0 150 I I �\ m \ I O LEGEND oh Denotes overhead utility lines O Scale in Feet I hpc I ; vl I I \ I 9 Denotes underground gas line ^' IW X Denotes fence (barbed wire) nh \ o I [] Denotes fence (wood) I V I I Denotes storm sewer line �\ �J I I O Denotes sanitary or storm manhole vI I Denotes catch basin beehive <\ a ° l i 8 Denotes catch basin \ �� * { 0 Denotes flared end section I I <�' WELL Denotes water well OI ,� O O � I B9 Denotes sign z I � � - \ J Denotes tree line I \ I / . Denotes concrete Q <� A . / I Denotes gravel Denotes bituminous00 N T Denotes utility pole N 3 ODenotes found iron pipe > -q _ •, _ 106.76 / Ix w ----- 73° 74 „W Q• Denotes cast iron monument3 W Denotes light pole .J o wcn Q w Q - -- -- - - - ®` I vJ ' / Denotes hydrant - __ - WELL- - I® Denotes Ib —(� — — Lt� eno es mai ox J TION ARM IR I RIG O I o X J I . �7� o0115 i Property description per Property Report document number w00 o A / I z I P81156, Dated September 8th, 2021 issued by Precise Absract, �, 3 14,I — I LLC: I Q Parcel A: That part of the Northeast Quarter of Section 22, Township 121, Range 25, u Wright County, Minnesota, lying east of the Easterly line of the Right of Way I (0/ / I of Highway 25 C AND / I IIr I/ // I The West Half of the Southwest Quarter of the Northwest Quarter of Section 5 , / \� — I 23, Township 121, Range 25, Wright County Minnesota. +}� /� W 7 --� S2 AND / I ' °Q� I Q' Q Cp Q // I Outlot A, FEATHERSTONE 3RD ADDITION, according to the recorded plat thereof, Wright County, Minnesota. \ � A I^� • I I � / oh mgr cn f O NOTES: I \ w Bearings are based on the South line of the Northeast Quarter of the 94 Co / Northwest Quarter of Section 12, Township 28, Range 21, which is assumed to have a bearing of North 89' 00' 12" East. I Site area: Gross = 121.28 ac �° i Net = 120.35 ac z �O(V tt O I I /vim a 00 ° O^ I PLAN & REPORT A 195.26 76, r Z Q , �� g �J +,< I We hereby certify to Novak -Fleck that this survey, plan or report was prepared by me, or under • oh 86 13 05" 82° ,14 i I ��°�J�,,\a�J2�j Q' Qc� ` , „ �J I my direct supervision, and that I am a duly licensed land surveyor under the laws of the state 0 38 02„ ��� �� 1 `Q'� �- \�` A\OQ°�j S$Q°02j$ W 611.44 I of Minnesota, dated this 9th day of March, 2022. �w oh ��� %��� ``� 1231.1 a oh oh I oh z -- -- _ oh oh _ o _ __ _ _ _ - \ oh °h ^ r T I I T C) r- r- T r\ I r- - - - n Pio eer Engineering, P.A. z BY U N89009'1301W 1231.17 I so1 °S Peter J. Hakinson, Professional Land Surveyor \ \ I �? I Minnesota License No. 42299 II Ir -^/,T r\ r- L)TA Aj-I\ IT /"\r- TL) A I\ I^��/-1[)T A TI/lN I �"� • `�� IVIII VI VL_�.:L/ I /-\ LlL_i /-'\I \ I IVIL_I V I UI I I \/-\I V..,i UI \ I /-\ I IL/I V M n n T I\I/\ 'tel.—'I�jC I I I \I\7r1 I UI VV /-, I Sheet I I 1 of 1 a: 0 GROSS AREA: ±220 ACRES MIXED U51f 5INGLE AND MULTI fAMILY: ±41 1CRE5 104 TOWNI-iOME UNIT5 I 5NGLE IAMILY COMMUNITY COMMERCIAL: ± 10 ACRES TOTAL HATCHED AREA: ± 109 ACRES 15T ADDITION: 48 LOTS 2ND ADDITION: 39 LOTS 3RD ADDITION: 24 LOTS 4TH ADDITION: 24 LOTS 5TH ADDITION: 26 LOTS GTH ADDITION: 2 1 LOTS TOTAL: 162 LOTS ADDITIONS I -G I I I ACRES UNFLATTED MIXED USE AREA: 120 RESIDENTIAL UNI TOTAL UNITS 2004 PUD: 302 EX15TING PARK 0 100 200 400 1 1 1 GRAPHIC SCALE IN FEET PISNEERen ineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com @ 2021 Pioneer Engineering, P.A. A! Olt IF Ir V OF S1, L 7!n L 304 3430495389 30 55 SGS b i -139 4 *W8 3 0 4 5 C) 0 ❑ -- M. MENT "-k; 1, -7 I'll, 1711*7717*�v -11- 717 OWER SPCIVTJ00 WIDE U ITED P -� DbC, NO. 587A4 ��EASE P 1 ---- --- --- ---- --- --- ---- T:4-' V!A;i T 1K 11� ZA I't4 N\ t I , ✓�. ; . _ �; 2 I T5 II Ll T V1 4111. 1', 7 CPO "'� OI jft14 d 77-= -T z - - - - - - - / - - ------- - - P F I I I I 2 C, 5 ct c) t-0 4- . .......... / � � �� _ %� iii � � � ��''� �' �:� 10 VI, \j EDMON50N KIDGE-..7. 7-2. LL -1 T >� , Q v � _ ;� �r rte. i , I r rn CO �y Ain A 31 affln -- ----- on— =t---on Oh o b-- MDcrt shea cv21'cmp,-ushed -j f —4� GROSS AREA: ±220 ACRES FUTURE RESIDENTIAL ADDITION: ±21 ACRES 58 FUTURE LOTS FUTURE INDUSTRIAL AREA: ±78 ACRES (EMPLOYMENT CAMPUS) VrFUTURE COMMUNITY COMMERCIAL: ±10 PROPOSED PUD AMENDED AREAS: ± 109 ACR EXISTING PARK M M M FUTU RE TRAIL 0 100 200 400 GRAPHIC SCALE IN FEET PISNEERengineefing CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2021 Pioneer Engineering, P.A. I L) I V I\L Li—\1\4 VJI.iMI L V V I I LI\ JI I/11\LV VL I VV LLIV I IV UV—) 11\IML MIN V I\L.JI VLIV I II—\L LMIN V VJLJ WILL MEET ZONING ORDINANCE CHAPTER 4 FOR LANDSCAPE BUFFERS FEATHERSTONE KNOW ALL PERSONS BY THESE PRESENTS: That Gold Nugget Development, Inc., a Minnesota corporation, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot A, FEATHERSTONE FIFTH ADDITION according to the recorded plat thereof, Wright County, Minnesota And That part of the Northeast Quarter of Section 22, Township 121, Range 25, Wright County, lying east of the easterly line of the Right—Of—Way of Highway 35. Has caused the some to be surveyed and platted as FEATHERSTONE SIXTH ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said Gold Nugget Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of , 20 Gold Nugget Development, Inc. Signature as Printed Name Title STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of , 20 , by of Gold Nugget Development, Inc., a Minnesota corporation, on behalf of the corporation. Signature Printed Name Notary Public, My Commission Expires SURVEYOR'S CERTIFICATE County I Peter J. Hawkinson do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of STATE OF MINNESOTA COUNTY OF 20 Peter J. Hawkinson, Licensed Land Surveyor Minnesota License No. 42299 The foregoing Surveyor's Certificate was acknowledged before me this day of Surveyor, Minnesota License No. 42299. Signature Printed Name Notary Public, My Commission Expires County SIXTH ADDITION CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of did hereby review and approve this plat of FEATHERSTONE FIFTH ADDITION. Chairperson Secretary CITY COUNCIL, City of Monticello, Minnesota 20 , the Planning Commission of the City of Monticello, Minnesota, This plat of FEATHERSTONE SIXTH ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor WRIGHT COUNTY SURVEYOR City Administrator I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this of , 20 . Wright County Surveyor WRIGHT COUNTY AUDITOR/TREASURER day Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 In Wright County Auditor/Treasurer WRIGHT COUNTY RECORDER Deputy I hereby certify that this instrument was filed in the office of the County Recorder for record on this _ 20 , by Peter J. Hawkinson, Land 20 , at o'clock M. and was duly recorded in Cabinet No. Sleeve as Document No. Wright County Recorder day of g� PI$NEERen ineerin P.A. g CIV II, I;AGISha(RS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 1 OF 3 SHEETS W z Ld Q� z 0r; I r I I I J I I SECTION 22 AND 23, TWP. 121, RGE. 25 WRIGHT COUNTY, MINNESOTA VICINITY MAP NO SCALE Q\\ 010 29 O 2� 6.2-4 _. no,&4 46 Lo M co W O CO N 0 00 NE CORNER OF NE 1/4 Z SEC. 22, TWP, 121, RGE, 25 NW CORNER OF NW 1/4 SEC. 23, TWP. 121, RGE. 2 \A • • W L0 co O 00 U) I FEATHERSTONE Q,+ L 1JI V I I _ 0<0� 0 f�• 1 0) I ��w�• 80 ; 402•, J6 p'0 � C T SIXTH ADDITION LTJ/ , /\ % O 00 l 60 �i�� l' l �7 vc 6 v SE CORNER OF NE 1/4 SEC. 22, TWP, 121, RGE. 25 SW CORNER OF NW 1/4 SEC. 23, TWP, 121, RGE, 2 In N F- M 00 O 00 Z S0005094719W __- 33.00 _,N89009'13"W 85.00 N01 05494419E 12.00 N89°09'13"W 1159.84 N82038002"W 176.14 eco ON nu') 0 (0, Co Z a 9 23\ /4, \ I I i w \ \ LLj Z:3 D \ \ \ n n A Lo \ \ vCo \ \ \ \ \ ° FNT \ \ N \ \ 2>0 \ < \ \ \ \ 80.62 \ \ \ o \ \ o 200 100 0 200 \ \ Scale in Feet \ 1 Inch = 200 Feet SE CORNER OF NE 1/4 SEC. 22, TWP, 121, RGE. 25 SW CORNER OF NW 1/4 SEC. 23, TWP, 121, RGE, 2 In N F- M 00 O 00 Z S0005094719W __- 33.00 _,N89009'13"W 85.00 N01 05494419E 12.00 N89°09'13"W 1159.84 N82038002"W 176.14 eco ON nu') 0 (0, Co Z a 9 23\ /4, I i i i i \ SS8 A3 0 0,0 Cg S7 ' Fr R2010 —425 W o)oco \ �4 4 u) i / L o 00 DETAIL NO SCALE / / 22.21 i R=28.00 i 45°34'23" j co � o0Co / I 35WI 35 I / of � 35U 35 �� �r SO4°02'02"W-- 99.19 BEARING ORIENTATION: THE SOUTH LINE OF OUTLOT A, FEATHERSTONE FOURTH ADDITION, IS ASSUMED TO BEAR SOUTH 89002'58" WEST. OO DENOTES FOUND CAST IRON MONUMENT O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299, OR WILL BE SET IN ACCORDANCE WITH MS SECTION 505.021, SUBD. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. DENOTES CONTROLLED ACCESS PIONEERengineering CMI. F',GISI:HRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 2 OF 3 SHEETS FEATHERSTONE SIXTH INSET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: ADDITION 131.89 S00°57'14"W 50 25 0 50 Scale in Feet 1 Inch = 50 Feet BEARING ORIENTATION: THE SOUTH LINE OF OUTLOT A, FEATHERSTONE FOURTH ADDITION, IS ASSUMED TO BEAR SOUTH 89°02'58" WEST. O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299, OR WILL BE SET IN ACCORDANCE WITH MS SECTION 505.021, SUBD. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. PIONEERengineering CMI. P.SGISI:HRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 3 OF 3 SHEETS 150 75 0 150 Scale in Feet 1 Inch = 150 Feet FEATHERSTONE SIXTH AREA SKETCH ADDITION HATCHED AREA = 405,677 SF. 9.3131 AC. HATCHED AREA BELOW HWL= 57,678 SF. 1.3241 AC. NET AREA= 347,999 SF. 7.9890 AC. PIONEERengineering CMI. P.SGISI:HRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS AREA SUMMARY BLOCK 1 = 156,466 SF, 3.5920 AC. BLOCK 2 = 110,697 SF. 2.5412 AC. BLOCK 3 = 59,770 SF. 1.3721 AC, TOTAL LOT AREA = 326,933 SF. 7.5053 AC, TOTAL OUTLOT AREA =4,805,640 SF. 110.3223 AC, TOTAL R/W AREA = 78,744 SF. 1.8077 AC, R/W AREA 85TH STREET= 71,563 SF, 1.6429 AC. TOTAL AREA = 5,282,880 SF. 121.2782 AC. HATCHED AREA = 405,677 SF. 9.3131 AC. HATCHED AREA BELOW HWL= 57,678 SF. 1.3241 AC. NET AREA= 347,999 SF. 7.9890 AC. PIONEERengineering CMI. P.SGISI:HRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS FEATHERSTONE 5TH & 6TH ADDITION GRADING AND EROSION CONSTRUCTION PLAN Prior to any excavation the contractor shall verify the location of all underground utilities. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area (651) 454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: A. ALL STREET CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. B. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. C. ALL STORM SEWER CONSTRUCTION SHALL CONFORM TOT HE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS * SPECIFICATIONS. D. ALL WATER DISTRIBUTION CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. E. PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS HAVE BEEN TAKEN AND ROADWAY CONDITIONS ARE APPROVED BY THE ENGINEER. CITY ENGINEER APPROVAL PLAN DATE NAME REG. NO. DATE PlOWNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2020 Pioneer Engineering, P.A. MONTICELLO, MINNESOTA — C �> CA 1X I - I I VIEW RD. 1 SAV�A�Ni�Na�4°FOQ�aO' • ,ZP /�/A'.�Y�. WARWO°I" Naa�D'r ElM' ER CT OOOS4, WP CT CT. aw- HOQAV Y WARD c S. 3 BLVD. O 5 v f P Trailer o` —� Court Trailer Court R 25 1s IA 22 23 T121N R25W a o� 11NDA5 o " RD. a+o i D�ENEAGLE L N. EAGLE RIDGE LN. B. LOCATION MAP 0 75 150 300 GRAPHIC SCALE IN FEET ST 2 2=4i ti° qp�4� Hq a� FP T 75 \� FALCON '� RD? * P!o a DR. AVP <iy. 0° c.� • \" z 111 _w —yam -111 _U J WILOWOOD � a E a T Bsn� OIr'T��" 86th SHEET INDEX 1.0. COVER SHEET 2.0. LEGEND PLAN 3.0-3.1. GRADING PLAN 4.0. EROSION CONTROL PLAN 5.0. SEEDING PLAN 6.0-6.2. DETAILS Know what's be ow. CcH before you dig. BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 05 -ENG -120144 -SHEET -COV R T121N R25W 10 01.1 I6 I5 � pqq i qAF, 9'RO Oe'• F F, s q s R• SAV�A�Ni�Na�4°FOQ�aO' • ,ZP /�/A'.�Y�. WARWO°I" Naa�D'r ElM' ER CT OOOS4, WP CT CT. aw- HOQAV Y WARD c S. 3 BLVD. O 5 v f P Trailer o` —� Court Trailer Court R 25 1s IA 22 23 T121N R25W a o� 11NDA5 o " RD. a+o i D�ENEAGLE L N. EAGLE RIDGE LN. B. LOCATION MAP 0 75 150 300 GRAPHIC SCALE IN FEET ST 2 2=4i ti° qp�4� Hq a� FP T 75 \� FALCON '� RD? * P!o a DR. AVP <iy. 0° c.� • \" z 111 _w —yam -111 _U J WILOWOOD � a E a T Bsn� OIr'T��" 86th SHEET INDEX 1.0. COVER SHEET 2.0. LEGEND PLAN 3.0-3.1. GRADING PLAN 4.0. EROSION CONTROL PLAN 5.0. SEEDING PLAN 6.0-6.2. DETAILS Know what's be ow. CcH before you dig. BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 05 -ENG -120144 -SHEET -COV R Plit-w- NEERen CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2020 Pioneer Engineering, P.A. TOPOGRAPHIC SYMBOLS B CATCH BASIN ® CATCH BASIN BEEHIVE 0 FLARED END SECTION D4 GATE VALVE 10, HYDRANT WATER SERVICE WELL WATER WELL MONITORING WELL o CLEANOUT OO HAND HOLE O MANHOLE OTHER THAN SANITARY OR STORM O SANITARY OR STORM MANHOLE ;.V LAWN SPRINKLER VALVE S LAWN SPRINKLER HEAD 0 UTILITY POLE ❑T TRANSFORMER BOX Fo FIBER OPTIC BOX ■ ELECTRIC BOX • NATURAL GAS METER o LIGHT POLE O SEMAPHORE Fol TELEPHONE BOX 0 CABLE BOX CASTIRON MONUMENT FOUND IRON PIPE JLM • JUDICIAL LAND MARK ® PK NAIL } CONTROL POINT 0 FLAG POLE TEST HOLE ® MAILBOX O BOLLARD T CONSERVATION POST DECIDUOUS TREE CONIFEROUS TREE 0 SHRUB / BUSH EROSION & SEDIMENT CONTROL STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY-DUTY EROSION CONTROL SECONDARY EROSION CONTROL FENCE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EROSION CONTROL AT BACK OF CURB X X X X X X X X X X TREE FENCE ->>>>>>>>>- TEMPORARY DIVERSION DITCH Oe - CATCH BASIN INLET PROTECTION v STRAW BIO ROLLS ROCK BERM SUMPED RIP RAP PERMANENT ENERGY DISSIPATER DISCHARGE LOCATION P000000000 nnnnnnnn" GRAVEL CONSTRUCTION ENTRANCE 000000000 13 a a— TEMPORARY OUTLET FLOATING SKIMMER STABILIZED EMERGENCY OVERFLOW L� 11 1 STEEP SLOPE 3:1 (H: V) L 1 (33.3%) OR STEEPER GRADE DRAINAGE & UTILITY EASEMENT FINISHED GROUND ELEVATION LOWEST OPENING ELEVATION STEP HEIGHT (IF REQUIRED) LOWEST FLOOR — ELEVATION GARAGE ELEVATION RECOMMENDED GARAGE SIDE FINISHED ELEVATION @ LOT CORNER ABBREVIATIONS A ALGEBRAIC DIFFERENCE B -B BACK TO BACK LEGEND BUTTERFLY VALVE BOC BACK OF CURB BFE BASE FLOOD ELEVATION UTILITY LINES BEST MANAGEMENT PRACTICE CENTER LINE CB CATCHBASIN CBMH EXISTING CMP PROPOSED CO CLEAN OUT FUTURE CURB STOP DESCRIPTION DUCTILE IRON PIPE O DRAINTILE • ELEVATION EX o FES SANITARY MANHOLE ---->-----> FACE TO FACE FM FORCEMAIN GB > GND > SANITARY SEWER (SANITARY & WATERMAIN PLANS) ---->-----> HP HIGH POINT > > HYDRANT > HIGH WATER LEVEL > SANITARY SEWER (STORM SEWER PLANS) FM CURVE COEFFICIENT FM—FM—FM— LENGTH LF FM LO FM FORCE MAIN HYDRANT LOWEST OPENING N LIQUID PETROLEUM H LOW POINT MH Pa PC GATE VALVE PCC > PI ► F PROPERTY LINE D POINT OF REVERSE CURVATURE REDUCER POINT OF TANGENCY ' POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R CURB STOP ----I-----I RAMBLER RCP I I ROW RIGHT OF WAY SSWR SANITARY SEWER WATERMAIN (SANITARY & WATERMAIN PLANS) STATION ----I-----I STORM SEWER SWPPP I I TNH TOP NUT HYDRANT TYP TYPICAL WATERMAIN (STORM SEWER PLANS) WATER MAIN WO WALKOUT ® CATCH BASIN O ® ® BEEHIVE O • o STORM MANHOLE D ® D FLARED END SECTION (D ® ® CONTROL STRUCTURE ----> ----- —>> » >> >> STORM SEWER (SANITARY & WATERMAIN PLANS) ----> ----- >> >> >> >> STORM SEWER (STORM SEWER PLANS) E__ ___ ___ ___ ___ I D» �» CULVERT ---------------------- PERF PERF PERF PERF PERFORATED DRAINTILE ---------------------- DT DT DT DT SOLID DRAINTILE SERVICE -- CASING e e e e e e UNDERGROUND ELECTRIC LINE fo fo fo fo fo fo UNDERGROUND FIBER OPTIC LINE 9 9 9 9 9 9 UNDERGROUND GAS PIPELINE pet ro petro petro UNDERGROUND PETROLEUM PIPELINE t t t t t t UNDERGROUND TELEPHONE LINES tV tV tv tv tV tV UNDERGROUND TELEVISION LINE on on oh oh on on OVERHEAD UTILITY LINES SITE LINES EXISTING PROPOSED FUTURE DESCRIPTION SURMOUNTABLE CURB & GUTTER B -STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE - - - CENTERLINE - — — —902 — sot- — so2— 2' CONTOUR LINE - — — -soo— — o� soo— 10' CONTOUR LINE _--------------------_ OUTLET -987.0 OUTLET -987.0 BASIN OUTLET LINE _ HWL=900.2 _ - - HWL_9M2 - BASIN HIGH WATER LINE 84.3 PROPOSED SPOT ELEVATION ♦ ♦ ♦ EMERGENCY OVERFLOW DRAINAGE FLOW ARROW — - - - - - - — — — — — DELINEATED / PROPOSED WETLAND LINE BUFFER BUFFER BUFFER WETLAND BUFFER TREE LINE FEMA FEMA FEMA FEMA FLOODPLAIN BOUNDARY ---------------------- RETAINING WALL X x X X x x FENCE (BARBED WIRE) # # # # # # FENCE (CHAIN LINK) [] [] [] [] [] [] FENCE (WOOD) T T C W -� CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE -� -� + + STREET SIGNS PEDESTRIAN RAMP SURVEY LINES EXISTING PROPOSED FUTURE DESCRIPTION BOUNDARY — RIGHT OF WAY LOT LINE ----------- ----------- EASEMENT ---------------------- ---------------------- ---------------------- SET BACK LINE -- -- -- -- -- - SECTION LINE RESTRICTED ACCESS HATCH PATTERNS GRAVEL SURFACE WETLAND BITUMINOUS SURFACE WETLAND UPLAND BUFFER CONCRETE SURFACE +++++++++++++ WETLAND MITIGATION RIP RAP W W W W W PERMANENT TURF RESTORATION SELECT BACKFILL MATERIAL I I I I I PERMANENT WET BASIN SEEDING EROSION CONTROL BLANKET I I I I I I' UPLAND/NATURAL AREA SEEDING MNDOT CATEGORY PER PLAN I I I I I Plit-w- NEERen CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2020 Pioneer Engineering, P.A. TOPOGRAPHIC SYMBOLS B CATCH BASIN ® CATCH BASIN BEEHIVE 0 FLARED END SECTION D4 GATE VALVE 10, HYDRANT WATER SERVICE WELL WATER WELL MONITORING WELL o CLEANOUT OO HAND HOLE O MANHOLE OTHER THAN SANITARY OR STORM O SANITARY OR STORM MANHOLE ;.V LAWN SPRINKLER VALVE S LAWN SPRINKLER HEAD 0 UTILITY POLE ❑T TRANSFORMER BOX Fo FIBER OPTIC BOX ■ ELECTRIC BOX • NATURAL GAS METER o LIGHT POLE O SEMAPHORE Fol TELEPHONE BOX 0 CABLE BOX CASTIRON MONUMENT FOUND IRON PIPE JLM • JUDICIAL LAND MARK ® PK NAIL } CONTROL POINT 0 FLAG POLE TEST HOLE ® MAILBOX O BOLLARD T CONSERVATION POST DECIDUOUS TREE CONIFEROUS TREE 0 SHRUB / BUSH EROSION & SEDIMENT CONTROL STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY-DUTY EROSION CONTROL SECONDARY EROSION CONTROL FENCE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ EROSION CONTROL AT BACK OF CURB X X X X X X X X X X TREE FENCE ->>>>>>>>>- TEMPORARY DIVERSION DITCH Oe - CATCH BASIN INLET PROTECTION v STRAW BIO ROLLS ROCK BERM SUMPED RIP RAP PERMANENT ENERGY DISSIPATER DISCHARGE LOCATION P000000000 nnnnnnnn" GRAVEL CONSTRUCTION ENTRANCE 000000000 13 a a— TEMPORARY OUTLET FLOATING SKIMMER STABILIZED EMERGENCY OVERFLOW L� 11 1 STEEP SLOPE 3:1 (H: V) L 1 (33.3%) OR STEEPER GRADE DRAINAGE & UTILITY EASEMENT FINISHED GROUND ELEVATION LOWEST OPENING ELEVATION STEP HEIGHT (IF REQUIRED) LOWEST FLOOR — ELEVATION GARAGE ELEVATION RECOMMENDED GARAGE SIDE FINISHED ELEVATION @ LOT CORNER ABBREVIATIONS A ALGEBRAIC DIFFERENCE B -B BACK TO BACK BV BUTTERFLY VALVE BOC BACK OF CURB BFE BASE FLOOD ELEVATION BMP BEST MANAGEMENT PRACTICE CENTER LINE CB CATCHBASIN CBMH CATCHBASIN MANHOLE CMP CORRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP DIP DUCTILE IRON PIPE DT DRAINTILE EL/ELEV ELEVATION EX EXISTING FES FLARED END SECTION F -F FACE TO FACE FM FORCEMAIN GB GRADE BREAK GND GROUND GV GATE VALVE HP HIGH POINT HYD HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION F PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY SSWR SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NUT HYDRANT TYP TYPICAL WM WATER MAIN WO WALKOUT LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) 29.0 28.0 OI BLOCK NO. 7 I LOT NO. STREET 05-ENG-120144-SHEET-LGND I HOUSE TYPES R RAMBLER OR SPLIT ENTRY LO RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT t37 IWO RAMBLER WALKOUT SE SPILT ENTRY ISEWO—SPLIT ENTRY WALK OUT i SLO SIDE LOOKOUT SWO SIDE WALKOUT 35.5 34.5 STREET 05-ENG-120144-SHEET-LGND / \--X968-�'L CO SITE DATA * SEE SHEET 6.1 FOR TYP. STREET SECTIONS /-\ r MINIMUM LOT WIDTH: l AT SETBACK LINE=80 FEET (56 FEET AT CUL-DE-SAC) NOTE I / MINIMUM LOT AREA: 1. SPLIT -ENTRY WALKOUT HOMES ALLOWED �� \ I / INTERIOR=12,000 SQ. FT. ON LOOKOUT LOTS / �� > o� CORNER=12,000 SQ. FT. 2. FULL BASEMENTS ALLOWED ON /I 0 SETBACKS: SPLIT -ENTRY WALKOUT LOTS J FRONT=30 FT 1 CY)REAR=/ r HOUSE010 FT � `J I I � FT � -- GARAGE= 10 FT CORNER=20 FT ) I TO 85TH STREET NE=SOFT \ ✓ /L956' X95 LOW OPENING=1.5'+EOF, 2'+HWL MAX DRWY WIDTH WITHIN ROW=24 I\ ✓ \ J �� ( 1 601 \ 603 RIM: 955.45\ -956- /-RIM: 959.47 INV47.87 #\rINV:952.50 C t /Q � INV: 955.00 \ - t - JL /--- -T--- ----968- ------ _, t� //Cd 9 56 600 1-1 - - -rl i� T TT T f r T -T -ice-I T �T T 1T T Imo- T -r -�I T 1-r -T -r _�I �r -�-T T- T T'l it / /� _ I -r T1 T- T--� T TT _r__ 1 � 9 6 4 T I -T- TI T T� I �- Ti T r T 1-T T �T � T T �� T T - - - J I NV: 947_20 _L li T I -r TIT T1 T f T r T 1-T -�I -�+-- /� rT T I -T -� I T ZT T T�r- \ c -i TIT T�-� �� T-�4 =T -T �,---fel-T--��T - I -T T I T r1=T+���i3Qi' - - - - - 1 _ - i �-�950(p T T T� T TT -T 1-r IT Tr -I �r _ � T TT T- �r -T //\ T I T T ii T r --T- T r- r- TIT TT T1' r-f� T Imo- TSI �T -il T 'T I I L _ /` �� -I T �� 'il- T IT T- T TT T T� T �r -r- 9 5 6 -f T T-� -r- 1 �_ T -I T iT -� rT T I _� �f�7 T �T 8' • ; I ' 'fir T 1 R I /c r -T TT1T-��Tr�'TI TIT TT -r J _ ~ 03 C Y CL III TT rT �-9 5 4TT T 1� T Imo- T -I T -^ T T-� T f T I -ter- 1� G 1� 1 i 1 I i I ' T- I �- T -I T �i T- �� �� IST -1-1 -r- , y y , �; I I ;, , I .>\ , GROUTED RIP A P 946----T,-- -7 -T - -r- TT T �r I i T -I , T952_r �;7 �/ > T-I�-\T T�-r950T1 T T� T �1- -TI-T -�I-T T� T / / 1'' ;I 11 1 I / I I I I i / /'" \ \ T TT T-i944T y ; y 1�- I I! 961.5 / 1 95 .9 I 1 '� 957 / ; < 942- 1 ��s �9S c`°n '�y,,.�',Jy �� , 1, 963.0 I I ! 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VOL.=3.649 A(0(b 4 rt- Fr] Ut rn�� (E.O.F. OFF SHEET) ) y\/X\ I i / I ><t I 1 I V' X968 \ 1 1 PI S&NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2020 Pioneer Engineering, P.A. co M0 11-03-2020 t0 PJC/JMM Drawn rn O�bD II J 6 41 Lin �i 'VIP ,• , - o���i1�:1�►0�.�, • ' • ' •CL.III- OUTED ►�'��� l� I �D. • . . jaw N. WS ♦ �•. •• . •�'�� � o �� G� • , ` `�% •�'\�`��`,�, � _ ilia"iii ,/r�-',, •� •� �� � • • • u iq �� �F!�/�iG_ �_ • a, a ��^ "'o'er a.►�u���--�� w � �►`, `, � • • , ._`.AAS: -�-:� _ '� --: r- � ► � �� A . I • Q•'����'�:�A�'''�'+.. �� �, /��qF ����.!�►=��.,► ,iii �• CID•. �o • 31a„ •INV. 949.0015TH ADDITION 95q..5 Revisions I hereby certify that this plan was prepared by Name 1. 12-18-2020 City Comments me or under my direct supervision and that I � am a duly Licensed Professional Engineer Paul J. Cheyne 3.02-15-2021 City Comments under the laws of the State of Minnesota Reg. No. 19860 Date 11-03-2020 4.09-07-2021 6th Addition Date 11-03-2020 Designed PJC/JMM Drawn JMM/MPC GRADING PLAN BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 0 25 50 100 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 GRAPHIC SCALE IN FEET 05 -ENG -120144 -SHEET -GRAD NOVAK-FLECK INC. FEATHERSTONE 5TH & 6TH ADDITION 8857 ZEALAND AVE N. 3.0 OF 9 BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA SEE SHEET 3.0 �� �N � - / 2 ` - _ _ - - �, \ \ , Ol, \ Q� ';?u �cp o0. , °�' Y' I I o (JI90� o CD cr r \\ _ A A / 76.1 C.Y. CL.III o 3. y \ 4 1 GROUTED RIP RAP -- -- - - - - 6P•9I ` 60 BASIN30 r4o.00----------------------- -- - -- -- --- -- o - -- - - - - -- - - -- -- -- ---- --- - _------------------------- ; r � b�� rJ x°° \ \ , / ��96, s \ OUTLET=950.00 946 40. I ) I w i 10 6.04 �� - / \ , , �,� O ; H WL=953.13 - c� \ co II I N I o I r �' �p\ ; "'WET VOL.=4.027 AC*FT co 6 I - /6' \ STOR. 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T' � g 944 � �ii�� � `� `` -i �- -l� 57.0 / / `� ` \ I \ / / / \ ///ccccc`\ \ ''' i /�_ ,~I ' I I � ♦ �♦j- E. 0. F. , 4 000 \ / �� BASIN 20 1 / \ _ r°' \ / / / / / ', ` `` ! HWLL 953.170 6a i r _J \\ �\\���T/ \\�\O '" J ll \ _ _ l l l l /' \ \ \ \ / Ld I m I I I I 4- �\ \ 1 I I \ I ' RS( / x I / L ----LA \ i J I L i `>><\+ L\ ----- 'n /X\v F Ji T 11L I -i - _ r <� `> ` %� <> ,> / I I �f <\ PI S&NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2020 Pioneer Engineering, P.A. 05 -ENG -120144 -SHEET -GRAD ■ SITE DATA MINIMUM LOT WIDTH: AT SETBACK LINE=80 FEET (56 FEET AT CUL-DE-SAC) MINIMUM LOT AREA: INTERIOR=12,000 SQ. FT. CORNER= 12,000 SQ. FT. SETBACKS: * SEE SHEET 6.1 FOR TYP. STREET SECTIONS T REART30 FT BENCH MARK NOTE HOUSE= 10 FT TOP OF NUT HYDRANT 1. SPLIT -ENTRY WALKOUT HOMES ALLOWED GARAGE= 10 FT CORNER=20 FT NE QUADRANT OF ON LOOKOUT LOTS TO 85TH STREET NE=SOFT 0 25 50 100 87TH STREET NE & EBERSOLE AVE. 2. FULL BASEMENTS ALLOWED ON LOW OPENING=1.5'+EOF, 2'+HWL ELEV.=959.34 SPLIT -ENTRY WALKOUT LOTS MAX DRWY WIDTH WITHIN ROW=24' GRAPHIC SCALE IN FEET 05 -ENG -120144 -SHEET -GRAD ■ !W �Iw� •moi �. i •moi .� .� ��� .",�'.. wank VI 9 .-� C. IIIim. E y 31.0 1%g�..y�IA 1 44 60 V `iii► - ����� �■ � ��� .■ • _.►��.;o��,; Iii' MIN `� ���� Vii.®—;�1�►//:�� 'ok RIM �`� ►� �►t�: s c IIT �� !� ��Q��j�i/ �• � � 'I` ��I I��I � < ,�i ►�/� . � ► �% �� ` \ � � � - I � Ski hW719 i � .'1� _ � / III t•. �, ��� ;� ►Q�I��►��Ai �.�r� .f �I�`��/ �s-� "' �a•' r�� I Vii. ON Elm O� �Aa•:.,,� � ■■■■II <..�li�-ate �� ■ Le .4 'jj / � •• �, � J� 'oma.:'; iA��I� P Flo, \ oMOW Awl PX -..__ -9721 .: III I \ •�.. r rr PI S&NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2020 Pioneer Engineering, P.A. ,x952-- �� o -Q _ / /i �J tv tv 13 r—j °pop°°pop p pppp p° 5 I� DESIGNATED FUELING LOCATION. SEE SWPPP / \ �� \_ ,-PLAN FOR /� `� — REQUIREMENT. f r j / p, / L) A, 4 / f LEGEND ROCK CONSTRUCTION ENTRANCE 00000000000 INSTALL BEFORE START OF GRADING 0OOOOOO0000 PERIMETER EROSION CONTROL FENCE. INSTALL BEFORE START OF GRADING SECONDARY EROSION CONTROL FENCE. TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. SUMPED RIP RAP PERMANENT ENERGY DISSIPATER, INSTALL WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. FILTRATION AREA MNDOT CAT 3 EROSION CONTROL BLANKET. INSTALL WITHIN 14 DAYS OF GRADING COMPLETION CATCH BASIN INLET PROTECTION El TO BE INSTALLED PRIOR TO START OF GRADING. CATCH BASIN INLET PROTECTION 01 TO BE INSTALLED PRIOR TO START OF GRADING. 00�% STRAW BIO ROLLS. INSTALL WITHIN 14 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST BASIN ACCESS 0 50 100 200 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 05 -ENG -120144 -SHEET -EROS O0O 0 0 t � t t t-� t t t t �W W W W W W W W W W W W W W i i i W W W W W W w I 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 W W W W W W W W W W W W V W W W W W W W W W W W W W W W W W W W W W W I 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 W W W W W W W W W W W V W. W. W. W 4 W 4 W 4 W 4 4 W 4 W Y W. W. W. W. W. W. W. W. W. W. W. �\. W. W 4 W. W. 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W. . / AI" PI wNEERen ineerin CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2020 Pioneer Engineering, P.A. W W W PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: MINNESOTA STATE SEED MIXTURE 25-141 0 40 80 160 W Y PERMANENT BASIN SEEDING SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876 CONSISTING OF: WET BASIN BENCH/(IN)FILTRATION BASIN: MINNESOTA STATE SEED MIXTURE 33-261 GRAPHIC SCALE IN FEET BENCH MARK UPLAND/NATURAL AREA SEEDING SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876; CONSISTING OF: TOP OF NUT HYDRANT MINNESOTA STATE SEED MIXTURE 35-221 NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 05 -ENG -120144 -SHEET -SEED GRADING SEQUENCE 1. INSTALL ROCK CONSTRUCTION ENTRANCE 2. INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). 3. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING. 4. DIG TEMPORARY SEDIMENT BASIN, BASIN TO BE 1800 CF/ACRE OF AREA STRIPPED. CLEAN TEMP BASIN ONCE 50% FULL. 5. ALL SOILS WILL BE COMPACTED PER SPECIFICATIONS. 6. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. 7. COMPLETE SITE GRADING PER PLAN. 8. RESPREAD TOPSOIL MAINTAIN A MINIMUM OF 4" DEPTH. 9. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS. 10. STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION PRACTICES GENERAL NOTES 1. THE STORM WATER POLLUTION PREVENTION MANAGER SHALL BE A PERSON TRAINED KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL OVER SEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE AND DURING CONSTRUCTION. 2. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER TEMPORARY CEASING GRADING OR COMPLETION OF GRADING. 3. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. BMP'S REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 5. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 6. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 7. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIP LINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 8. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 9. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK- BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 10. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876. CONSISTING OF: • MN SEED MIX 22-111 0 40 LBS. PER ACRE OR APPROVED EQUAL. • MULCH SHALL BE MNDOT TYPE 3 0 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED. • TYPE 1 FERTILIZER, 10-10-20 0 200 LBS. PER ACRE PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876. CONSISTING OF: • MN SEED MIX 25-151 AT 120 POUNDS PER ACRE FOR OUTLOT B. • MN SEED MIX 35-241 AT 30 POUNDS PER ACRE FOR OUTLOT A. • MN SEED MIX 25-141 AT 59 POUNDS PER ACRE FOR BUILDABLE LOTS. • MULCH SHALL BE MNDOT TYPE 3 0 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED.MULCH AT 90 % COVERAGE WITH DISC ANCHOR. • TYPE 3 FERTILIZER, 22-5-10 80%W.I.N 0 350 LBS PER ACRE. 11. SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFIER MULCH. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN AN PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH CONTINOUS SLOPE OF GREATER THAN 2 PERCENT 12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 13. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 14. WITHIN 14 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL PONDS. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 16. THE MINIMIZATION OF SOIL COMPACTION MUST BE USED ON AREAS OUTSIDE OF SPECIFIC COMPACTION REQUIRED AREAS. THESE PRACTICES INCLUDE: PREVENTING HEAVY EQUIPMENT TRAFFIC AND CONSTRUCTION TRAFFIC FROM AREAS, USING PRACTICES TO PREVENT CONCENTRATED FLOW OCCURRING OVER THE SOIL, PROVIDE LIGHT TRACKED EQUIPMENT TO CONSTRUCT AREA TO FINAL GRADE. THE AREAS REQUIRING LOOSE SOIL INCLUDE ALL TOPSOIL PLACEMENT AND INFILTRATION/FILTRATION BASINS. PI NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2020 Pioneer Engineering, P.A. CONSTRUCTION ACTIVITY REQUIREMENTS 1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2. THE CONTRACTOR MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECCT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES. 3. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS. 4. FOR PUBLIC WATERS THAT THE MN DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIC FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WTHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5. PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. 6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES. 7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN AN PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH CONTINOUS SLOPE OF GREATER THAN 2 PERCENT. 8. PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSAPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. 1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMP'S ON ALL DOWNGRAIDENT PERIMETERS OF THE SITE AND DOWNGRAIDENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRAIDENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRAIDENT LAND -DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2. IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FFREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRAIDENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMP'S TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3 OF THE PERMIT. 3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. 4. A FLOATING SILT CURTAN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW WATERLINE. IMMEDIATELY AFTER SHORT TERM CONSTRUCTION ACTIVITY IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. 5. PERMITTEES MUST RE -INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE -INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6. PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY. PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. 8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT SEDIMENT BASINS AS REQUIRED IN SECTION 14 OF PERMIT. 12. IN ANY AREAS OF THE SITE WHERE VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 13. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 14. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATIVE SREAS UNLESS INFEASIBLE. 15. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFAVE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVALIABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCES CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF BRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 16. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURE OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. 1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS WILLNOT RESULT FROM DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2. IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL -WATER SEPARATOR OR SUITABLE FILTRATION DEVICE PRIOR TO DISCHARGE. 3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4. IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. L�)lG�y�X�IN]►��_1►Ul�I_1Lr1X.r_L`[y� 1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN PERMIT, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY 7 DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN j INCHIN 24 HOURS. (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) 2. PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. 3. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED OR SUPPLEMENTS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED. DOCUMENTATION MUST BE RECORDED AS REQUIRED. (SEE MPCA NPDES PERMIT 11.4-11.11). E. POLLUTION PREVENTION MANAGEMENT MEASURES 1. MATERIALS ONSITE MUST STORED PROPERLY. 2. CHEMICALS ONSITE MUST BE HANDLED, STORED & DISPOSED OR PER M.P.C.A. REQUIREMENTS. 4. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REQUIREMENTS. 5. SOLID WASTE MUST BE HANDLED, STORED & DISPOSED OF PER M.P.C.A. REQUIREMENTS. 6. SANITARY WASTE MUST BE HANDLED PER M.P.C.A. REQUIREMENTS. 7. DISCHARGE OR SPILLED CHEMICALS MUST BE HANDLED AND REPORTED PER M.P.C.A. REQUIREMENTS. ADEQUATE SUPPLIES MUST BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS. 8. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED ON SITE. 9. EFFECTIVE CONTAINMENT FOR ALL WASHOUT OPERATIONS RELATED TO CONSTRUCTION ACTIVITY MUST BE OF M.P.C.A. REQUIREMENTS. w w w w Z z z z J J J J VARIES 10' O O O O J J J J LOT PROFILE _ DIRECTION OF FLOW STREET PROFILE DIRECTION OF ON STREE � 0.5'- DRAINAGE & UTILITY EASEMENT FINISHED GROUND ELEVATION 0.5" LOT BENCHING DETAIL NO SCALE .9.0 28.0 F I O BLOCK NO. LOWEST OPENING 7 LOT NO. ELEVATION STEP HEIGHT HOUSE TYPES (IF REQUIRED) 31.5 -R-RAMBLER LOWEST FLOOR = LO RAMBLER LOOKOUT ELEVATION L0_ LO -MODIFIED LOOKOUT LO SEWO-SPLIT ENTRY WALKOUT GARAGE ELEVATION RECOMMENDED GARAGE SIDE FINISHED ELEVATION © LOT CORNER STEP F=929.0 .5 34.5 j STREET LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) FINISHED GROUND ELEVATION PER PLAN VARIES 10' 60' 15' VARIES VARIES VARIES LO FINISH GRADE 0 GARAGE ELEVATION PER PLAN ........... TOPSOIL ,�::;:;•;.;•::.; GRADING GRADE LOWEST OPENING i� SUBGRADE in I I EGRESS PIT -//SEE TYPICAL En STREET SECTION RAMBLER 60' VARIES 10' 35' 25' 15' VARIES VARIES VARIES FINISH GRADE FINISH GRADE GARAGE ELEVATION PER PLAN GRADING GRADE n TOPSOIL "" I o Mi ............................................. I in LOWEST OPENING SUBGRADE GRADING GRADE Ln -:::.----T•»::::::::•::•::::: .::::::.......:.............. Ln ::••:.:• o � LOWEST FLOOR PER PLAN LO 7.8' 0SEE TYPICAL Ful D STREET SECTION FINISHED GROUND ELEVATION PER PLAN LOOKOUT 60' VARIES 10' 35' 25' 15' VARIES VARIES VARIES FINISH GRADE GA AGE ELEVATION PER PLAN FINISH GRADE GRADING GRADE I `n TOPSOIL ....... LOWEST FLOOR/ I LOWEST OPENING o PER PLAN_� SUBGRADE GRADING GRADE � I o . �.........:::..:: SEE TYPICAL STREET SECTION in 3' 0 SPLIT ENTRY WALKOUT FINISHED GROUND ELEVATION PER PLAN 60' VARIES 10' 35' 25' 15' VARIES VARIES VARIES FINISH GRADE GA AGE ELEVATION PER PLAN FINISH GRADE GRADING GRADE N TOPSOIL ...:::::.::•:::::..... LOWEST FLOOR/� I LOWEST OPENING o PER PLAN N...... SUBGRADE O GRADING GRADE o j I SEE TYPICAL STREET SECTION `n 0 11, WALKOUT FINISHED GROUND ELEVATION PER PLAN 0 Q rL rr Q w Y U 0 Q m FINISH GRADE O GRADING GRADE :.:.:.; : •: •:.:: •: •::.:.:.:.,.,,,�, / HOLD DOWN TOPSOIL -.'`•' :'::: ;. ....................................................................... ............................................... X SELECT BACKFILL ';;' \// ';; `�\/\\ QI NON -SELECT-///// UN -COMPACTED ;;;;; MATERIAL i SUBGRADE x „ /,; BACKFILL MATERIAL/;/; .. ... .. .. ... .... Q EXISTING GROUND \, BOTTOM OF ,�\\� \\��\ • NON -SELECT SELECT BACKFILL \ MATERIAL COMPACTED Vx UNSUITABLE MATERIAL BACKFILL MATERIAL UNDISTURBED SOIL /� UNDISTURBED SOIL 10'--110' MIN. MIN. SUBGRADE CORRECTION TYPICAL SECTION NOT TO SCALE 05-ENG-120144-SHEET-DTLS X �,+ INFILTRATION BASIN VARIES TREATMENT BASIN PONDING ELEV PER PLAN / HWL+ 1.0' " `� j Plit-w- NEERen CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2020 Pioneer Engineering, P.A. 1 HWL HIGH WATER LEVEL 10' 10 OUTLET ELEV j EMERGENCY OVERFLOW t� _l\ ► U: 1 NWL ELEV L WATER QUALITY 0: "� OUTLET ELEV NWL VARIES EQUALIZING PIPE NWL VOLUME NWL INFILTRATION AREA VARIES 2.0' ON-SITE CLAYEY MATERIAL THAT MEETS UNIFIED SOIL CLASSIFICATION GC, SC, CH, OR CL AND MUST HAVE AT LEAST 30% PASSING THE #200 SIEVE. BASIN LINER TO END OF AQUATIC BENCH STORM WATER BASIN SECTION (TYPICAL SECTION NOT TO SCALE) 80% HOMOGENOUS CONSTRUCTION SAND 20% ORGANIC LEAF COMPOST ELEV PER PLAN R/ YY 60' R/ YY PYP. FOR SIDEWALK N STREET G WA-A-Wii- 14' m&Wq 32' Q&mF (FACE TO FACE) © 7' 16 1' MODIFIED DESIGN D CURB &GUTTER AQP MPS 4.00% 6» 2.00% 2.00% 4.00% 2.00% �;1 S OPE S�-...:..:..:............... �SEE4" TOPSOIL, SEED, CITY PLATE AND MULCH OR SOD NO. 5012 FOR TYP. (TYPICAL) 2' 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE SIDEWALK TACK COAT MNDOT 2357 3" TYPE 2360 BITUMINOUS NON—WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) 12"m*� SELECT GRANULAR BORROW (2'— 6" BEHIND CURB) 02 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL EATON CIRCLE NE 11) USE CAT 3 EROSION CONTROL BLANKET TO BE PLACED BEHIND CURB & SIDEWALK/TRAIL (2) THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. 03 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS 6' 1 15' SEE CITY PLATE NO. 5012 FOR TYP. SIDEWALK 2.00%1 4.00% 6" 6" TOPSOIL, SEED, AND MULCH OR SOD 1) (TYPICAL) 2' 80' m/ YY I 36' (FACE TO FACE) © 15' 6' 1' MODIFIED DESIGN D CONCRETE CURB & GUTTER SCOPE MPy 4.00% 2.00% 2.00% 2.00% SEE CITY PLATE 4 NO. 5012 FOR TYP. LL 2" TYPE 2360 BITUMINOUS WEARING COURSE SIDEWALK TACK COAT MNDOT 2357 3" TYPE 2360 BITUMINOUS NON—WEARING COURSE 8" CLASS V GRAVEL (MODIFIED) 12" SELECT GRANULAR BORROW (2'— 6" BEHIND CURB) (2 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION 0 CAT 3 EROSION CONTROL BLANKET BEHIND CURB URBAN NON-RESIDENTIAL (2 THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. (3 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS. (5) PAVEMENT AND CLASS V SECTIONS WILL BE DETERMINED ON A CASE BY CASE BASIS DEPENDING ON TRAFFIC VOLUMES, PROPERTY USE AND SOIL CONDITIONS 89TH STREET NE 05-ENG-120144-SHEET-DTLS STORMWATER BASIN SECTION /INFILTRATION BENCH (TYPICAL SECTION NOT TO SCALE) �10'on WATER QUALITY VARIES 5'- 1 D:1 HWL 10:1 OUTLET ELEV VOLUME 0% 0:1 OUTLET ELEV EL.=950.0 EL.=951.0 OUTLET EL.=950.0 �.� INFILTRATION SECTION 7 �VARIES� INFILTRATION 1'-80% HOMOGENOUS ONSITE SAND EL.=949.0 20% ORGANIC LEAF COMPOST MAINT. BENCH ELEV PER PLAN 1'-100% HOMOGENOUS ONSITE SAND FROM OUTLET ELEV. TO +1' ABOVE OUTLET. SLOPE NO GREATER THAN 10:1. R/ YY 60' R/ YY PYP. FOR SIDEWALK N STREET G WA-A-Wii- 14' m&Wq 32' Q&mF (FACE TO FACE) © 7' 16 1' MODIFIED DESIGN D CURB &GUTTER AQP MPS 4.00% 6» 2.00% 2.00% 4.00% 2.00% �;1 S OPE S�-...:..:..:............... �SEE4" TOPSOIL, SEED, CITY PLATE AND MULCH OR SOD NO. 5012 FOR TYP. (TYPICAL) 2' 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE SIDEWALK TACK COAT MNDOT 2357 3" TYPE 2360 BITUMINOUS NON—WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) 12"m*� SELECT GRANULAR BORROW (2'— 6" BEHIND CURB) 02 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL EATON CIRCLE NE 11) USE CAT 3 EROSION CONTROL BLANKET TO BE PLACED BEHIND CURB & SIDEWALK/TRAIL (2) THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. 03 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS 6' 1 15' SEE CITY PLATE NO. 5012 FOR TYP. SIDEWALK 2.00%1 4.00% 6" 6" TOPSOIL, SEED, AND MULCH OR SOD 1) (TYPICAL) 2' 80' m/ YY I 36' (FACE TO FACE) © 15' 6' 1' MODIFIED DESIGN D CONCRETE CURB & GUTTER SCOPE MPy 4.00% 2.00% 2.00% 2.00% SEE CITY PLATE 4 NO. 5012 FOR TYP. LL 2" TYPE 2360 BITUMINOUS WEARING COURSE SIDEWALK TACK COAT MNDOT 2357 3" TYPE 2360 BITUMINOUS NON—WEARING COURSE 8" CLASS V GRAVEL (MODIFIED) 12" SELECT GRANULAR BORROW (2'— 6" BEHIND CURB) (2 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION 0 CAT 3 EROSION CONTROL BLANKET BEHIND CURB URBAN NON-RESIDENTIAL (2 THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. (3 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS. (5) PAVEMENT AND CLASS V SECTIONS WILL BE DETERMINED ON A CASE BY CASE BASIS DEPENDING ON TRAFFIC VOLUMES, PROPERTY USE AND SOIL CONDITIONS 89TH STREET NE 05-ENG-120144-SHEET-DTLS © 2020 Pioneer Engineering, P.A. WING NUT OVERFLOW SLOT IN SHROUD SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING ATTACHMENT HOOK 7r DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. SILT FABRIC SLEEVE ® 0 40 EXISTING CURB PER MnDOT SPECIAL 1 ® ® ® ® 1 PROVISION 3886 - OVERFLOW IS Y2 OF ® ® ® 1 THE CURB BOX HEIGHT CURB & GUTTER o0Ooo0 000 a / II III PLAN a WIMCO ROAD DRAIN CG -23* HIGH FLOW a INLET CURB AND GUTTER MODEL DEFLECTOR PLATE ORCITY APPROVED EQUAL. a oo d OVERFLOW IS Y2 OF THE CURB BOX HEIGHT a..A / - 0 _ - 0- -0�. oo- O_ OVERFLOW AT TOP OF FILTER ASSEMBLY _ p _ a d URB III -_ 00 C> p �= oU G> / O 3" OF 1-1/2" ROCK o- 16 OR � � 6" CRUSHED CONCRETER OVERFLOW SLOT IN SHROUD APPROVED EQUIVAdENT FILTER ASSEMBLY SILT FABRIC SLEEVE TAPER 3" OF 1-1/2" ROCK DIAMETER, PER MnDOT SPECIAL DEPTH AND WIDTH OR 6" ON -GRADE to" AT LOW POINT PROVISION 3886 I N 10' 6" CRUSHED CONCRETE SIDEWALK HIGH-FLOW FABRIC * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Title: Title: Title: Residential Gravel Inlet Protection Inlet Protection Standard Plate Library Construction Entrance Standard Plate Library Catch Basin Insert Standard Plate Library Grate Inlet Cover Cit of Monticello City City of Monticello City of Monticello Date: Plate No. Date: Plate No. Date: Plate No. 03-05 03-07 03-07 6001 6004 6005 Revised: Revised: Revised: 03-15 03 —15 -- - 03-15 a E m .oAh 10 +_ADJUST SIZE OF SIGN TO FIT ym CL "MAINTENANCE AND USE • • • wm m E� " 0� RESTRICTIONS: ° j o(n ai`U -NO MOWING • 3.3 L20J • • r J � 03 ZO�� Na -NO GRADING .6' • • W oZ Mo,j >aa -NO LANDSCAPE 33' 3.3' Z 01 -1,11 0 3 of of ° o 0 4x4 TREATED POST STRUCTURES • • • • • ~W o�Of 3 ?_ 0a w zLj o �' ` " " " -NO SPRAYING S C- O (.7 w ~ a d U >O N W W m a m oF_ ¢ O} Xg V) (n x II to 3" WIDE BY 30" LONG E R ALUMINUM SIGN WITH PLEASE CALL 763-295-2711 0.7 STAPLES PER SO. YD. 1.15 STAPLES PER SQ. YD. 3.75 STAPLES PER SQ. YD. F<: Wd' W V NW 1i3a WO W V HIGH WHITE LETTERING FOR MORE INFORMATION" 4:1 SLOPES 3:1 SLOPES HIGH FLOW CHANNEL& ¢ CE ¢ Fo~� �w �w m �¢o ii J 31" T SHORELINE Ww =0) O O z O Q Us W W F II 01 a oa�� <o wN �a Z LdLi N z of L, LL Uj A0Li <Fo� �m oaz W f Z� a 6" WIDE BY 8" LONG BROWN -zaW �� ��' " UJ J 22 OS Zd. f/7 Q z ALUMINUM ALUMINUM SIGN WITH 1/2" 1'° 2-5 a. H �� (2:5 a> J W )yG 0_ 02 NLd HIGH WHITE LETTERING 1 • •• .,•.:.: :....• .. .. WWNa Wa >� Nr W) O Fzes2paK UN ~ c y O 17" 4 3B O aw z m m N F } p � W l�.l W~ O O ¢02 Jw wz 2 Etv a L� a1 3 c� w �- z - - r tL o ' m c n z O Jw ¢� -w ww ¢3 v ., 5 �o w� o� ¢w �� t 0 `o = = GRADE 12" � o �( zz 5 (n 2 p �W N J 3 K - OU y C VI g U W "' $1 M wLJ,--a v O wv) Z II m o z1 e� Lf z > _� LL N W a W � m U Z W - O y � � I I � Fm �w ¢ z o¢ > O J Z m o c OF xaU V) U w ¢ - U o .. O I- o a E o W- �EL M N N O� w Up � �� � I I UU U 3A O I 7 W W UO a oc rn cn mZ Z U o oNam o5 J No <0. _ a w a w y z r o., .� wow w w J z a SET POST IN QUICKCRETE FAST -SETTING CONCRETE Oo a ® cn - w - o U a UM w Z J Oa mr ¢W II _ z- Z z 1- 2 wv -J a ¢ s -I� d n ��rn ¢ o Q OR APPROVED EQUAL. MIN �.t�.........i� w z U U � � rn I i m o - � w �.- J _ Oz w ¢ ii� � w m Ja z o x a� m � � I (A - U 12" DIA HOLE '':C 2 � W w- O H O �. II 00 ¢ W W N O Z a J � - J W J 2 F -Z -N w WU O <1 a¢pm0�m - C-) 'NOZmc0 U 0' - w U W J U W O 2 0 a m J lD CD � N a Z ._ T ¢ N x II I{1� 3" 1 a�i..� �aM � W� F (� � it O � p U ¢ W c m c I I U • to 0� w0Lj wlwi a. ZN EK 4r D>r - Of 0 0'_a �w o� �W 2i mow ii N B- O m J D Q •® '• .. w L Z W Z W j M - a - 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. o Z F O ON W WO Z W (n 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (IS-) DEEP X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE p ¢ a z W (n ¢ LL FQ < a (30cm) BLANKET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12"(30m) APART IN THE BOTTOM OF THE TRENCH. W _ J ¢ a N M a Q O Q Z V� W BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. O F z (30cm) z w Q N W Z U N U 2 16 W z O U. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES aZ as Ham O O Z li N O o 3 IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. WON Z U ca Z U W W � 4)" a O IL m O zn� �w� F vlrrn II rn U J 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"S" (5cm-12.5m) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET BEING N O } I j X d O W Z N (BLANKET INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. W z 10:3,00 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" ITS-) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE N< 0 i 9 W BLANKET W IDTH. I w � wSW O � A CALL TO GOPHER STATE ONE (454-0002) �� N 2 (A m IS REQUIRED A MINIMUM OF 48 HOURS NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PRIOR TO PERFORMING ANY EXCAVATION. PROPERLY SECURE THE BLANKETS. Title: Title: Title: Residential Building Conservation Easement Erosion Control Blanket Standard Plate Library Erosion Control Standard Plate Library ���� City Monticello Post Detail Standard Plate Library Stapling Patterns &Installation Date: 03-05 Plate No. City of Monticello of City of Monticello Date. Plate No. Date: Plate No. 03-05 5020 03-08 Revised: 6006 __ _— �-� 601 1 Revised: 03 15 — Revised: 03-15 03-15 P11two NEERen 05 -ENG -120144 -SHEET -DYES CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS c651 681-1914 I hereby certify that this plan was prepared by ®�f /�� Revisions Date 11-03-2020 NOVAK-FLECK INC. 2422 Enterprise Drive me or under Fax: 681-9488 my direct supervision and that I Name a zl ll(i(��_ � m Paul J. Chee 1. 12-18.2020 City Comments 3.02-15-2021 City Comments DETAILS 8857 ZEALAND AVE FEATHERSTONE 5TH & 6TH ADDITION 6.2 OF 9 Mendota Heights, MN 55120 am a duly Licensed Professional Engineer Designed PTC/JMM N. Drawn JMM/MPC www.pioneereng.eom under the laws of the State of Minnesota Reg. No. 19860 Date 11-03-2020 4.09-07-2021 6th Addition BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA © 2020 Pioneer Engineering, P.A. NOTE: THE WORK OUTLINED IN THIS PLAN SET SHALL MEET THE REQUIREMENTS OF THE CITY OF MONTICELLO GENERAL SPECIFICATIONS. PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. FEATHERSTONE 6TH ADDITION UTILITY & STREET CONSTRUCTION PLAN MONTIC LO, MINNESOTA �I 6 I -`\ 2 3 4 , � 1 � I \ \I G � I 5 / 10 \ II \ % � \ 9 \ 6 3 7 7<\ \\ 1 2 4 4 5TH ADDITION 5 I I J / \ 6TH ADDITION 1 10 4 6 --� v 9 I 12 25` 23 ' 2 . \ s / �� 1 3 29 Y� i 22, % i \\ 4 312 2 32 fr \� �� I 33/ 34,n 21 20 / I I II 35 L-----8�1- ' ---------� 1 19 I I 36 - I =--� /-1---, - -- -- ----- -- 1r- �� 37 m 3 J '%' - I I o FUTURE o ,' r439/; ADDITION I - II h_ �y I I 7m>040/ > v I / / 41 i I 'l 7 Ir~• J` ,'' I I ; l 42 I /7 437 _ 12/ m� 10 / I' <; 46 J / 48-/7-,, 50 7> I L— / 1 -- I' 53' ---� 3� OUTLOT ( I 54 i I II 55 1 i 2 1 I L ---J I I L---_jL ---------- - Fd�� tiArwAti�p QHAYwr QFO ��a• CT. S. Jo CT. 0 5 � z cam Trcfler 43 — Court c L -\LL —\-\1\2�, —\LL — w v a > a z QUNDAS o U RD. LD RD o co C) cc GOLDEK EAGLE LK. z� EAGLE RIDGE LN. 8. Ou BAR C011NTftY a DR. BRIDGE z J COIR. �4� CIR. U ShyLiO�� 5YP o w OQ n RED BLVD. PEBBLEBROCK AS, GTrollerOpHEYEN NE Court �a�vEST } CT. P o FAL C T. w o�c L o � a o QR R C� QR40) Lj COBBLE5T0�DIAMONQ SDR. z CT. PARK f 5� /V Y U / TI w th w T 8�'-th z ST. r SITE�-� Z / I a IIS a LL V � 85th ST. N. E. w�J w LOCATION MAP 0 75 150 300 GRAPHIC SCALE IN FEET SHEET INDEX 1. COVER SHEET 2. LEGEND 3. OVERALL UTILITIES LAYOUT 4. REMOVAL PLAN 5-7. SANITARY SEWER & WATERMAIN 8. STORM SEWER 9-10. STREET CONSTRUCTION 11. SIGN AND LIGHTING PLAN 12. EROSION CONTROL PLAN 13 -18. DETAILS Know what's below. Call before you dig. BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 06-ENG-121158-SHEET-COVR PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. TOPOGRAPHIC SYMBOLS B CATCH BASIN (D CATCH BASIN BEEHIVE 0 FLARED END SECTION m GATE VALVE "c? HYDRANT WATER SERVICE WELL WATER WELL ®e MONITORING WELL o CLEANOUT HO HAND HOLE 0 MANHOLE OTHER THAN SANITARY OR STORM 0 SANITARY OR STORM MANHOLE S.; LAWN SPRINKLER VALVE SH LAWN SPRINKLER HEAD ___*_ UTILITY POLE T❑ TRANSFORMER BOX Fo FIBER OPTIC BOX ■ ELECTRIC BOX • NATURAL GAS METER o LIGHT POLE O SEMAPHORE D TELEPHONE BOX Q CABLE BOX CASTIRON MONUMENT • FOUND IRON PIPE JLM JUDICIAL LAND MARK ® PK NAIL CONTROL POINT 0 C� FLAGPOLE Q!!!) TEST HOLE MAILBOX Q O BOLLARD CONSERVATION POST DECIDUOUS TREE 94 l - CONIFEROUS TREE 0 SHRUB /BUSH EROSION & SEDIMENT CONTROL STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY—DUTY EROSION CONTROL SECONDARY EROSION CONTROL FENCE ■ ■ ■ ■ N I ■ ■ EROSION CONTROL AT BACK OF CURB X X X X X X XIX TREE FENCE —>>>>>>»>— TEMPORARY DIVERSION DITCH CATCH BASIN INLET PROTECTION %ft.00 STRAW BIO ROLLS My% R."; SUMPED RIP RAP PERMANENT ENERGY DISSIPATER DISCHARGE LOCATION 0000❑❑❑❑❑ 000000000 GRAVEL CONSTRUCTION ENTRANCE ❑x0000000 13 a 0— TEMPORARY OUTLET FLOATING SKIMMER STABILIZED EMERGENCY OVERFLOW X111 j STEEP SLOPE 3:1 (H: V) 1 i 11 (33.3%) OR STEEPER GRADE DRAINAGE & UTILITY EASEMENT FINISHED GROUND— ELEVATION LOWEST OPENIN ELEVATION STEP HEIGHT — (IF REQUIRED) LOWEST FLOOR ELEVATION GARAGE ELEVATION RECOMMENDED GARAGE SIDE FINISHED ELEVATION ® LOT CORNER ABBREVIATIONS A ALGEBRAIC DIFFERENCE B—B BACK TO BACK LEGEND BUTTERFLY VALVE BOC BACK OF CURB BFE BASE FLOOD ELEVATION UTILITY LINES BEST MANAGEMENT PRACTICE CENTER LINE CB CATCHBASIN CBMH EXISTING CMP PROPOSED CO CLEAN OUT FUTURE CURB STOP DESCRIPTION DUCTILE IRON PIPE O DRAINTILE O ELEVATION EX o FES SANITARY MANHOLE ---->-----> FACE TO FACE FM FORCEMAIN GB > GND > SANITARY SEWER (SANITARY & WATERMAIN PLANS) ---->-----> HP HIGH POINT > > HYDRANT > HIGH WATER LEVEL > SANITARY SEWER (STORM SEWER PLANS) FM CURVE COEFFICIENT FM—FM—FM— LENGTH LF FM LO FM FORCE MAIN LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC HYDRANT PCC D4 PI N R PROPERTY LINE oa POINT OF REVERSE CURVATURE GATE VALVE POINT OF TANGENCY D POINT OF VERTICAL CURVATURE ► POLYVINYL CHLORIDE PIPE PVI D R REDUCER R RAMBLER RCP 4& ROW RIGHT OF WAY SSWR SANITARY SEWER CURB STOP ----I-----I STRM STORM SEWER I I STORM WATER POLLUTION PROTECTION PLAN I TOP NUT HYDRANT I WATERMAIN (SANITARY & WATERMAIN PLANS) ----I-----I WATER MAIN WO I I WATERMAIN (STORM SEWER PLANS) ® CATCH BASIN ® ® BEEHIVE 0 O o STORM MANHOLE D ® D FLARED END SECTION 0 0 CONTROL STRUCTURE ----> ----- —>> >> » » STORM SEWER (SANITARY & WATERMAIN PLANS) ----> ----- >> >> >> » STORM SEWER (STORM SEWER PLANS) === === === ==3 0 >> §�' » CULVERT ---------------------- PERF PERF PERF PERF PERFORATED DRAINTILE ---------------------- DT DT OT OT SOLID DRAINTILE SERVICE — CASING e e e e e e UNDERGROUND ELECTRIC LINE fo fo fo fo - -fo fo UNDERGROUND FIBER OPTIC LINE g 9 9 9 g 9 UNDERGROUND GAS PIPELINE petro petro petro UNDERGROUND PETROLEUM PIPELINE t t t t t t UNDERGROUND TELEPHONE LINES tv tv tv tv — —tv tv UNDERGROUND TELEVISION LINE oh oh oh oh oh oh OVERHEAD UTILITY LINES SITE LINES EXISTING PROPOSED FUTURE DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE — — — CENTERLINE — — — —902 _ 02— — so2— 2' CONTOUR LINE — — —soo— soo— 10' CONTOUR LINE _--------------------_ OUTLET=987.0 OUTLET=987.0 BASIN OUTLET LINE HWL=900.2 _ _ — _ _ _ HWL=900.2 _ _ _ BASIN HIGH WATER LINE 84.3 PROPOSED SPOT ELEVATION ♦ ♦ ♦ EMERGENCY OVERFLOW DRAINAGE FLOW ARROW --- -- --- — — — — DELINEATED / PROPOSED WETLAND LINE BUFFER BUFFER BUFFER WETLAND BUFFER TREE LINE FEMA FEMA FFVA FEMA FLOODPLAIN BOUNDARY ---------------------- RETAINING WALL X x x x x x FENCE (BARBED WIRE) # # # # # # FENCE (CHAIN LINK) [] [] [] [] [] [] FENCE (WOOD) T TW C �v CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE + - STREET SIGNS PEDESTRIAN RAMP SURVEY LINES EXISTING PROPOSED FUTURE DESCRIPTION BOUNDARY — — RIGHT OF WAY LOT LINE ----------- ----------- EASEMENT ---------------------- ---------------------- ---------------------- SET BACK LINE - - - - - - - - - - - SECTION LINE RESTRICTED ACCESS HATCH PATTERNS GRAVEL SURFACE WETLAND BITUMINOUS SURFACE WETLAND UPLAND BUFFER CONCRETE SURFACE +++++++++++++ WETLAND MITIGATION RIP RAP W W W W W W �Y PERMANENT TURF RESTORATION SELECT BACKFILL MATERIAL PERMANENT WET BASIN SEEDING EROSION CONTROL BLANKET I I I' UPLAND/NATURAL AREA SEEDING MNDOT CATEGORY PER PLAN I I PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. TOPOGRAPHIC SYMBOLS B CATCH BASIN (D CATCH BASIN BEEHIVE 0 FLARED END SECTION m GATE VALVE "c? HYDRANT WATER SERVICE WELL WATER WELL ®e MONITORING WELL o CLEANOUT HO HAND HOLE 0 MANHOLE OTHER THAN SANITARY OR STORM 0 SANITARY OR STORM MANHOLE S.; LAWN SPRINKLER VALVE SH LAWN SPRINKLER HEAD ___*_ UTILITY POLE T❑ TRANSFORMER BOX Fo FIBER OPTIC BOX ■ ELECTRIC BOX • NATURAL GAS METER o LIGHT POLE O SEMAPHORE D TELEPHONE BOX Q CABLE BOX CASTIRON MONUMENT • FOUND IRON PIPE JLM JUDICIAL LAND MARK ® PK NAIL CONTROL POINT 0 C� FLAGPOLE Q!!!) TEST HOLE MAILBOX Q O BOLLARD CONSERVATION POST DECIDUOUS TREE 94 l - CONIFEROUS TREE 0 SHRUB /BUSH EROSION & SEDIMENT CONTROL STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY—DUTY EROSION CONTROL SECONDARY EROSION CONTROL FENCE ■ ■ ■ ■ N I ■ ■ EROSION CONTROL AT BACK OF CURB X X X X X X XIX TREE FENCE —>>>>>>»>— TEMPORARY DIVERSION DITCH CATCH BASIN INLET PROTECTION %ft.00 STRAW BIO ROLLS My% R."; SUMPED RIP RAP PERMANENT ENERGY DISSIPATER DISCHARGE LOCATION 0000❑❑❑❑❑ 000000000 GRAVEL CONSTRUCTION ENTRANCE ❑x0000000 13 a 0— TEMPORARY OUTLET FLOATING SKIMMER STABILIZED EMERGENCY OVERFLOW X111 j STEEP SLOPE 3:1 (H: V) 1 i 11 (33.3%) OR STEEPER GRADE DRAINAGE & UTILITY EASEMENT FINISHED GROUND— ELEVATION LOWEST OPENIN ELEVATION STEP HEIGHT — (IF REQUIRED) LOWEST FLOOR ELEVATION GARAGE ELEVATION RECOMMENDED GARAGE SIDE FINISHED ELEVATION ® LOT CORNER ABBREVIATIONS A ALGEBRAIC DIFFERENCE B—B BACK TO BACK BV BUTTERFLY VALVE BOC BACK OF CURB BFE BASE FLOOD ELEVATION BMP BEST MANAGEMENT PRACTICE CENTER LINE CB CATCHBASIN CBMH CATCHBASIN MANHOLE CMP CORRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP DIP DUCTILE IRON PIPE DT DRAINTILE EL/ELEV ELEVATION EX EXISTING FES FLARED END SECTION F—F FACE TO FACE FM FORCEMAIN GB GRADE BREAK GND GROUND GV GATE VALVE HP HIGH POINT HYD HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION R PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY SSWR SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NUT HYDRANT TYP TYPICAL WM WATER MAIN WO WALKOUT LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) 29.0 28.0 OBLOCK NO. 7 LOT No, HOUSE TYPES I LOQ 1' STEP LF=929.0 G---37.0 L------- J 35.5 34.5 STREET R RAMBLER OR SPLIT ENTRY LO RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT WO —RAMBLER WALKOUT SE SPILT ENTRY SEWO— SPLIT ENTRY WALK OUT SLO — SIDE LOOKOUT SWO — SIDE WALKOUT 06-ENG-121158-SHEET-LGND PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. 29 \ . `\\ / i� ��/ / ,\ a /ems \ \ \ 1 ,- �' i% �� , \ \ i / Qom✓ / \ 1 30 \ \ 31 VO I L -j Lj w�=g \ v 4g 32 33 I 34 / /21 \ \ `--------------- -- -- OU7TLOrT- I / i 35 _ _ _ '-------------____�----------------- _____ _ I /\ __ BENCH MARK ------------ TOP OF NUT HYDRANT ' I ---------------- 0 30 60 120 NE QUADRANT OF I r --- ------------------- i ' ' \ 87TH STREET NE & EBERSOLE AVE. 1 9I \ \ ELEV.=959.34 GRAPHIC SCALE IN FEET 06 -ENG -121158 -SHEET -OVERALL PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. / / 1 � ' 10 vv vv 11 I \\ l 1 2 3 4 - ' ----------0� / / � \ REMOVE A ` \ EXISTING A 4s I — — — _ S 5 1) \ \ BITUMINOUS \ �" <' 8 \ \ / A SAWCUT AND MILL 2 ,> �� \ � 1 BITUMINOUS 3 // ��' \ `\ I EDGE \. 7 3 I 6 \ 1 5 \ / ,' / 6 — ------ -------------------------- -- ---� r------------ \ / / / I / U \V // 3 // \\ </ REMOVE I A EXISTING II N �. 27 BITUMINOUS 0 9 8 7 I 2 6 \ \ / / / n \ A 27" RCP 15 RCP I / \ / / 2 / \ \ s s z 25 24 12_ \\ /—SAWCUT i A 23 �� A AND MILL \ ;' / BITUMINOUS 2 EDGE22 3 I 30 31 2 \ \ 32 3 \ 33 b / 4 1 8 / 5 0 25 50 100 BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 06 -ENG -121158 -SHEET -REM ■ SEE SHEET771 SEE SHEET 6 Cn 9) °° I Z+ 1LO I i _ F TRA 23 I o � 32 I II 1 1 J- I J 6 I I I- �1 �------------ - - - - - -J U I - - - -- C) 2 2 1 01 CF) (0Z I- NOTE: 0 I °J° - - - - CONNECT TO EXI TING a I 7 2 \( 1 �\ SANITARY SEWER I I I 33 �� \ k \ MH 8 CONTRACTOR TO FIEILD I o I CS: 962.9 �CER1 INV: Y LOCATION & \ \18+3i��71 - / I / ELEVATION.__ - EX MH -7 STA: 0+65 / 19+00.00- - _ _ _ IEX MH ---61 CONNE / 20+89.84- TO EX.RIS R / \ 17+88.49 .-, 9TH RT 96906 ,^ 34 sTue -� � / INV: 949.20" 0 19+0 i - moo ` 2 3 5 o XC0 / �� g ` EX MH -5 \ ` �FUT MH -40 J � \ � 16+50.00 ° - - - - 2'-F22�BE-N _ �� 22+40.02 �' ��� \�� �,' � ° 118 X99.22 \ 0- i' 36 � �\ ���� �' 8„-1BEND \\ G 966.6 I I G g65 3 _12"X8"TE� \ �X°o \ W ,> \\i' .1Y/17-jr89.02 \ LF= 8"X6"RED W/6"GV' 958 ,.6 i I LF=957•.3 20+79.99 / \ F,r��� �\ ;17�AN P) / 7 TEMP. HYDRANT , ;_ '\ n_ RIc.�2 12"-tR ONLY \ I I 22%'BtE / GF 964 12"BF ` ' \ FUTURE CS:965.8 3 I I g 2 5 -6 DIP CL52 INV: 955.8 \ I I 20+9p S62 21+76.9 \GND. ELEV.=964.8,/STA: 0+25 �\ CS: 965.1 '\ I I CS: 964.0 � 'z STA:17+49.2 21 t -INV: 955.1 I I INV: 954.0 q STA: 1+61 STA: 0+61 / CS: 962.9 X 12"X8" REDUCER 12"X12"TEEU CONNECT I I INV: 952.9 �, \ CONNECT / / / 17+70.91 17+76.26 TO EX.RISER I I STA: 0+87 TO EX.RISER/ / CONN 20 ,,> yJ__/ TO EX.RISE / 3 <. 19 ,- ;> 0 U TL T 89TH STREET NE O9 �. \;Xob W � E. NONN•ECT TO EXISTING 12"DIP\�� �Rx\ WATERMAIN. CONTRACCT\OR TO �\'0 ` O / FIELD VERIFY LOCATION & ELEVATION. GENERAL NOTES: 1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR -26 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLE. 3. WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/ 7.5' MINIMUM COVER. 4. SANITARY SEWER INVERTS ARE SHOWN AT THE BEND JUST BEFORE THE RISER PIPE. 5. SANITARY SEWER & WATER SERVICES SHALL BE CONSTRUCTED 11' BEYOND RIGHT-OF-WAY. 6. SANITARY SEWER RISERS SHALL BE INSTALLED PER DETAIL PLATE 3004. 7. CITY SPECIFICATIONS REQUIRE SANITARY SEWER TO BE TELEVISED. VIDEO FILES ARE TO BE PROVIDED TO THE CITY FOR REVIEW. 8. THE CITY IS NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT IS ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. 9. TRACER WIRE INSTALLATION SHALL FOLLOW CITY TRACER WIRE SPECIFICATIONS IN APPENDIX D OF THE CITY'S STANDARD SPECIFICATIONS. 10. 12"X4" SERVICE TEE SHALL BE PVC C900. RISER PIPE SHALL BE PVC C900. LOCATION MAP 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 935 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. 935 06 -ENG -121 158-SHEET-SSWR z W z Z Ci CO N 00 - (V ^ 975 Ln 00 o 975 0 �u> 00 �o�a,0)" �' z NOTE: _ rn o FL-: co � > z o z V) N w CONNECT TO EXISTING „ 12 DIP co co z rn-0 o K)0)Nz co "� �- ^I :E 'CL N c' r V) WATERMAIN. CONTRACTOR TO oI _ gyz ^I iv o > zz970 mo z crr) , FIELD VERIFY LOCATIONo &ELEVATION. n M 970 C-4 "t "t (00 �o O O CD w 0)H rn N z O cfl p� N 4 Ln 00 0)NZO0 0>>_ .. .. - Z0W Nr -o =gip>> wmmzz �rnNZ �0 965 mymZZ PROPOSED Xao>>>� w m m z z z o N 0 965 - GRADE EXISTING LO = . 0) � GROUND z II moo» _ --�- W�mzz 960 I � � I II II 960 C900 wM VC O II I I II Z I I 0> II z II o II 955 II 955 o II m 0)I 1 12„ PVC C900 yyM 8" PLUG Nz - II i , I II Ipl ____ X. 12" LL 950 I I 11 NOTE: I I I I C900 PVC wM I I - 950 CONNECT TO EXISTING FUT, 88' 30' I I I SANITARY SEWER. I I I I I I 8" PVC SDR 35 " 8 PVC SDR 35 I CONTRACTOR TO FIELD I I I I I I @ 0.40 ®0.40% I I VERIFY LOCATION & I I 1 1 1 I 945 20' w V) J I I m1 I I �1 ELEVATION. ml LuI I I I I I m1 1 ml I I I I I I I I I 9 45 8" DIP "? �n `1' I I �1J SIJ I 1 I 1 n1� f) I I wl wl WI �Im ®0.40 o I I N1� �1� I I m1� Co ml� I I �Im SIJ I� to ml ----- I 1 + -�� --------LO ol+ �o 1 N1 . 001+ 940 7.1' OUTSIDE 50 ,-----�C-------------------1------- EX. -------I 188' ------ 0�10 -------- rno I IOoIN �N L � - 940 DROP „ EX. 12 PVC C900 61' - 12" PVC SDR 26 @ 0.22% EX. 149' - 12" PVC SDR 26 @ 0.22 - - - - _ - - - ® 0.22 12" PVC SDR 26 @ 0.22% 935 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. 935 06 -ENG -121 158-SHEET-SSWR 22 12"X8"T� 20+79.6 975 w I I Z N I co 00 00 0-) co Do 1� r\ o o o 0 .. 970 ��N� ��z 0-)N ID Z_ Z OZ— X: >>> WIYmZZZ� w N z1 I ao CO N M N NOtNCn o CF) 0 > > EXISTING W m Z Z GROUND _ PROPOSED GRADE EATON CIRCLE NE II II \ w U) wV) N I Z-1 Z.1 00 I 100 _z W 00't 00 , M �� 00 �� o C6Lr) tio0) .n Ov � O H _6CN0) 0-0 r�-0) N C0 ' r) (0 rn V0) O N)-0 =�p>Igo» II I I _:�0» Mem? _zz — c9�0 965 II II \ & ELEVATION. 8,PVC � z _z W � t~n 1 > .n Ov I I 960 7 4"X8'X12' RIGID INSULATION 1 8,PVC C900 11111111M II I I (SEE DETAIL PLATE 2005) \ , ���� c9�0 8••p � 955 I I W II M 80' 00 U-) w V) 8" PVC SDR 35 3s @ S SDR 35 Ca? 0.92% Ca? 1.00% -- I I 337' `3 0. + �o I I W �I� 950 80' NOTE: EX. STUB I I J+ EX. 20' 8" PVC SDR 35 CONNECT TO EXISTING INV: 949.31-- - ---------------- 8 DIP III 01.50% I SANITARY SEWER. CONTRACTOR TO FIELD 8" EX. 41' PVC SDR 35 @ 1.50% i i i I LOWER WATERMAIN TO MAINTAIN _--- - 8" PVC SDR 35 @ 0.40%- - - - - -- - - - VERIFY LOCATION & @ 5.30% I I I 18 VERTICAL SEPARATION. ELEVATION. 945 1 1 1 (SEE PLATE 2005) I III NOTE: 111 I CONNECT TO EXISTING I 11 I SANITARY SEWER. CONTRACTOR TO FIELD 1 VERIFY LOCATION & 940 ELEVATION. 935 50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651) 681-1914 I hereby certify that this plan was prepared by �4APaul Revisions Date 02-28• 2422 Enterprise Drive Fax: 681-9488 Name me or under my direct supervision and that I Cherne Designed PJC/Jl Mendota Heights, MN 55120 www.pioneereng.com am a duly Licensed Professional Engineer 19860 under the laws of the State of Minnesota Reg. No. Date 02-28-2022 Drawn HW © 2022 Pioneer Engineering, P.A. 80' 8" PVC SDR 35 01,10% HYDR T 8" "TE W/6"GV � 7'-6"DIP LS2 W ELEV.= 68,6 CS: 966.6 \ 0 I INV: 956.6 \ L I �N--NOTE: I CONNECT TO EXISTING 8"DIP WATERMAIN. CONTRACTOR TC FIELD VERIFY_I OCATION- & ELE AV TION. w I 00 00 tD ri 060H 0 � 0 rn-0 > WmZ NOTE: -i CONNECT TO EXISTING 8"DIP WATERMAIN CONTRACTOR TO GENERAL NOTES: 1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR -26 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLE. 3. WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/ 7.5' MINIMUM COVER. 4. SANITARY SEWER INVERTS ARE SHOWN AT THE BEND JUST BEFORE THE RISER PIPE. 5. SANITARY SEWER & WATER SERVICES SHALL BE CONSTRUCTED 11' BEYOND RIGHT-OF-WAY. 6. SANITARY SEWER RISERS SHALL BE INSTALLED PER DETAIL PLATE 3004. 7. CITY SPECIFICATIONS REQUIRE SANITARY SEWER TO BE TELEVISED. VIDEO FILES ARE TO BE PROVIDED TO THE CITY FOR REVIEW. 8. THE CITY IS NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT IS ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. 9. TRACER WIRE INSTALLATION SHALL FOLLOW CITY TRACER WIRE SPECIFICATIONS IN APPENDIX D OF THE CITY'S STANDARD SPECIFICATIONS. w � I 1 00 CO C7 rl� U re)to trnLo?O r >> 5:FYmzz INS �>> zymzz NE NE 0 25 50 99.9999 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 FIELD VERIFY LOCATION II II \ & ELEVATION. 8,PVC I I II � C900 I I WM I I 7 I I 44 EX 8" P V� II I I w � \ , ���� c9�0 8••p � cnJ �— I I W II M C oR 00 U-) w V) 3s @ S a,� N -- `3 0. + �o I I W �I� SIJ X C I--- -----__----_ NOTE: EX. STUB I I J+ I I _ ± CONNECT TO EXISTING INV: 949.31-- - ---------------- 1- - - - - _ - SANITARY SEWER. CONTRACTOR TO FIELD 8" EX. 41' PVC SDR 35 EX. 200' _--- - 8" PVC SDR 35 @ 0.40%- - - - - -- - - - VERIFY LOCATION & @ 5.30% ELEVATION. 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+0 975 970 965 955 ..� 935 06 -ENG -121 158-SHEET-SSWR STUB INV: 943.23 TEMP. HYDRANT- I """ 8"X6"TEE W 6"GV FUTURE CS: 973.7'\\ � _ / I � INV: 963.7 — 5'-6"DIP CL52 STA: 0+40 FUTURE GND. ELEV.=968.9 ; HYDRANT i 12"-22��i'BEND ��� 12"X6 RISER ONLY 6" PL FUTURE CS:973.0 INV: 963.0 ,' STA: 3+30 / �' RISER ONLY FUTURE CS: 30 �,, INV: 961.5 STA: 2+60 31 975 970 965 955 950 12" PLUG 20' 12" PVC C900 0.22% 935 7+50 7+00 6+50 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. w N � I I N N M M Lq ILO N 0 Q N � �u?rnI� 0) 0 :�0» ZEmZZ PROPOSED GRADE / EXISTING GROUND _Z W O 00 U PLACE FILL OVER WM TO MAINTAIN MIN. 7.5' COVER 12„ pVC C900 WM I z X 1 V) N� N� W W W W W W _ TE (/1 �' J V .0 Y_'J y N �� V) V) V) o yJ �W yJ �� �� rn� (6+ + ro 0 NN to 0 CD �� �0) M� LO 00N 0 cD+ �M ��+) �� 6N ON �+ �+ �+ 208' - 12" PVC C900 0 0.22% 6+00 5+50 5+00 4+50 386' - 12" PVC C900 ® 0.22% 4+00 3+50 3+00 2+50 2+00 1+50 1+00 w W U J 0) � (0 �O �p Lo W uj 0 NLJ ' 17+88.49 X12"X12"TEE 11\19 , w z Z v):z I 04 00 m0) 000L� to O 0) �' > morn rnI�z -D) (co,)NZ :E 0:) EV>>>� �ymZ ZZ0 4"X8'X12' RIGID INSULATION (SEE DETAIL PLATE 2005) GENERAL NOTES: 1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR -26 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLE. 3. WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/ 7.5' MINIMUM COVER. 4. SANITARY SEWER INVERTS ARE SHOWN AT THE BEND JUST BEFORE THE RISER PIPE. 5. SANITARY SEWER & WATER SERVICES SHALL BE CONSTRUCTED 11' BEYOND RIGHT-OF-WAY. 6. SANITARY SEWER RISERS SHALL BE INSTALLED PER DETAIL PLATE 3004. 7. CITY SPECIFICATIONS REQUIRE SANITARY SEWER TO BE TELEVISED. VIDEO FILES ARE TO BE PROVIDED TO THE CITY FOR REVIEW. 8. THE CITY IS NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT IS ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. 9. TRACER WIRE INSTALLATION SHALL FOLLOW CITY TRACER WIRE SPECIFICATIONS IN APPENDIX D OF THE CITY'S STANDARD SPECIFICATIONS. 10. 12"X4" SERVICE TEE SHALL BE PVC C900. RISER PIPE SHALL BE PVC C900. LOWER WATERMAIN TO MAINTAIN 18" VERTICAL SEPARATION. (SEE PLATE 2005) 0+50 0+00 -0+50 -1+00 -1+50 � G\RCE NE .�O t�P 89.E S REET NE 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 975 970 955 • I � 935 06 -ENG -121 158-SHEET-SSWR STRUCTURE TABLE STRUCTURE NAME TYPE STRUCTURE SIZE NEENAH CASTING OR EQU AL NOTES 313 STMH 60" DIA. R-1642 NO 314 CBMH 60" DIA. R-3067 V L 315 CBMH 48" DIA, R-3067 V M�oOja) aH 341 CBMH 48" DIA. R-3067 V O 342 CBMH 48" DIA. R-3067 V PROPOSED GRADE 343 CBMH 48" DIA. R-3067 V 344 CB 36"X24" R-3067 V 353 CB 36"X24" R-3067 V 354 CB 36"X24" R-3067 V 22 I— / 1 I / 1 --------------- O U TL O T A I----------------------- -------------------- -------------- 24 ---- 24 , I 1 � I I I 1 I 1 11 33 w Z (/) N ^ I , 1 I't 04 Z I N � M 975 'i PO Oui FUT. CBMH- 32 \ 17+8 UT. CBDAr�- 7 17+60,.70 z 1. WATER TIGHT SPECIAL NOTE i z A STRUCTURE SHALL HAVE AN INTEGRAL BASE ---------- I I / / / I--__ I _ J I O 3 - - I 15" RCP CL5 1 \ 1 5 II \0 CB -344 1 — -2+55.70-- — CBMH-343 ----------- - -1 2+35.22 II 1 I \950 / F - L— I I 2 1 --� 49per\ � z o I INFILTRATION =9 Lu 6 I = L -----------J J O I I 1 40.0 C-) I l i I 6 0_� �pM=g — — — — — — — — — — — L — \ I _ Z _ CBMH-342 _ 22 .00 p 1+00 I \1 24" RCP CL3 27" RCP CL3 \ \ FUT. CBMH-331 I I I 15" RCP CL5 18+12.10 1 0 \ I CBMH-315 I \ / 19+47.83 ---- - _— --- ---_CBMH-314 / I 7 / \ _ -20+53.04 _ CBMH-341 / \ / J / 0+44.53 / / \ \ 11 B. PIPE CONNECTION TO STRUCTURE WITH PRESS -SEAL < WATERSTOP GROUT RING OR APPROVED EQUAL. � FUT 31 MH -6 C. PIPE JOINTS WITHIN 10 OF WATERMAIN WILL BE TONGUE AND / >,\1834. / GROOVE WITH A HAMILTON KENT SUPERSEAL GASKET OR APPROVED EQUAL MEETING ASTM -443. \ z D. ALL MH JOINTS WILL BE TOINGUE AND GROOVE WITH A i z HAMILTON KENT SUPERSEAL GASKET OR APPROVED EQUAL �oxoo , / MEETING ASTM -443. k 20 OUT Mrs, EXISTING) GROUND 37' 15" RCP CL5 @ 1.50% 955 c� �z I X 950 945 ZZ < Zl X 940 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. w z co I 100 Ln O Ln Ir EMo�Ln > ro Ln D LO 0) 1- )CC) cc; z00 > > 0 m Z Z 21 T A z 3:-1 I 1 � 00 00 N D N N Co Co `n Ln LnCD (-DZ Z D -SL)>>> D�mz zz O FUT. 77' 18" RCP CL5 @ 0.80% zz z V� X 1 24" RCP CL3 \ STM 21+04.47 044 1-1 q �\ 6 8 9 N — > 0 2,00 -��' _ 27 RCP CL3 15" RCP CL5 I I �p I 115" RCP CL5 -7�� 2 00 X. CBh CB -354 1 I / \� ���\ 22+78.93 19+54.04 i I / / CB -353 \�� I I / \ 3 I I 2 kll k,)100 W �� 11 It\ I I / // / �,� I , , _ J L_ EXISTING GROUND 114' 24 RCP CL3 @ 0.90% STUB INV: 956.75 BULKHEAD END w Z wl (il N w Z (/) N ^ I I 1 I't 04 Z I N � M 975 'i PO Oui w Z Nw1 � O� NO ,r-00LO LO 3 Mnj00) 0)H _ ui lLOO Z m�cDZ Z0 _I 0) L 970 m�O»> Uo-mz ZZ �O»> tD M�oOja) aH 00 Lf) Lr) CO O O m �>>> Mrn �0oLoLo M 0) O 965 PROPOSED m > GRADE w m Z EXISTING) GROUND 37' 15" RCP CL5 @ 1.50% 955 c� �z I X 950 945 ZZ < Zl X 940 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. w z co I 100 Ln O Ln Ir EMo�Ln > ro Ln D LO 0) 1- )CC) cc; z00 > > 0 m Z Z 21 T A z 3:-1 I 1 � 00 00 N D N N Co Co `n Ln LnCD (-DZ Z D -SL)>>> D�mz zz O FUT. 77' 18" RCP CL5 @ 0.80% zz z V� X 1 24" RCP CL3 \ STM 21+04.47 044 1-1 q �\ 6 8 9 N — > 0 2,00 -��' _ 27 RCP CL3 15" RCP CL5 I I �p I 115" RCP CL5 -7�� 2 00 X. CBh CB -354 1 I / \� ���\ 22+78.93 19+54.04 i I / / CB -353 \�� I I / \ 3 I I 2 kll k,)100 W �� 11 It\ I I / // / �,� I , , _ J L_ EXISTING GROUND 114' 24 RCP CL3 @ 0.90% STUB INV: 956.75 BULKHEAD END w Z wl (il N w I : 1w� Z I 1 10 N N - M ^I 1 w Z Nw1 � O� NO NN _ ui lLOO ul O�� 0) cj�0) 0)H 0) _ ZO �t LO �:t 0) M�N� �H tD OM Pf) M0) �O»> =��Z Z� M�oOja) aH �mZ ZZ m �>>> m:cr) Z0 �0oLoLo M 0) UD'mZ ZZ gip>>> Z O V) o' m z z z PROPOSED GRADE 109' 24" RCP CL3 54' @ 0.90% 27" RCP CL3 82' ® 1.00% 27" RCP CL3 @ 0.85% MAINTAIN 18" SEPARATION 3I INSTALL 4" RIGID INSULATION X SAN (SEE DETAIL PLATE 2005) 0 z w r -o N POw LO Y J Z O — m Z Ld I w cn � Ln r- N N N 7 �t �tCG N I Co rn N 4Ln E Ln Ln Ln oLn .. .. .. ) 011 Z Z Z 0 �> >>> Lj Yfm_ Z ZZ SII II I I ----I ------ IL----- EX. 99' 27" RCP CL3 @ 0.85% I I H 8 PROPOSED GRADE EXISTING - GROUND w w 3.Z (n V) I 1 Lo N N ^n O 0) r -"t �'t tD 40) ��N� �H Z �mZO 1 > >> L mZ ZZ Q) LO LO r` 0) u') °) Oro� LO 0) 0 m: > U w m Z in, 15" RCP CL5 ® 1.50% 0 mz � X zz Z N 1 X G�RG�� NE t�P $9.� S EET NE LOCATION MAP STORM SEWER NOTES: 1. FINAL STRUCTURE OFFSET TO BE VERIFIED BY CONTRACTOR AND INSPECTOR BASED ON MATERIAL SUPPLIED TO PROJECT. FIELD STAKING SHALL BE SET ACCORDING TO BACK -OF -CURB. 2. RIP RAP SHALL BE PLACED INTO THE CONCRETE GROUT AFTER THE GROUT HAS BEEN PLACED AT A 8"-10" UNIFORM DEPTH. ALL RIP RAP SHALL BE EXTENDED TO THE BOTTOM OF THE POND PER CITY STANDARDS. GROUT AND HAND PLACEMENT OF RIP RAP SHALL BE INCIDENTAL. 3. CITY SPECIFICATIONS REQUIRE STORM SEWER TO BE TELEVISED. VIDEO FILES SHALL BE PROVIDED TO THE CITY FOR REVIEW. w w 0 I LO 1 10 LO LO LO U-)O 00 O) 00 0i LO O) t�00E- tN�� [ ) -O D = 0) —0 -)Y_mZ m:�C1» UD'cn 0 25 50 100 GRAPHIC SCALE IN FEET w N Z-1 10 Lo 00 00 LO � U 0) C4 00 �. 0) 0 > > EXISTING u m Z Z GROUND PROPOSED � GRADE BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 w N Z ^I I � LO LO U-)O 00 06ul 7�O0)H [ ) -O Z �w o >> mZZ .1 �1 Lo NN (0 0) (0 LO �0oLoLo M 0) 0) 0) H ) =0 Z O mI�o»> wFEIZ ZZ 38' 15" RCP CL5 138' S9, 01.50% 15'RCP CL5 p 0.75% 15" RCP CL5 24' CD 1.30% 15" RCP CL5 : Z 01.70% 3 I X zz z 0 X •i� 975 970 965 955 950 945 •,� 06 -ENG -121 158-SHEET-STR M CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC PT Cl 87'17'50" 647.54 425.00 405.41 16+31.39 22+78.93 TEMPORARY SAC SECTION (89TH STREET NE) 2.0" BITUMINOUS WEAR COURSE TACK COAT 3.0" BITUMINOUS BASE COURSE 5" CL.5 AGGREGATE BASE 12" SELECT GRANULAR BORROW o" MINIMUM SCARIFY & COMPACT SUBGRADE 80' SEE CIN PLATE N0. 5012 FOR NP. SIDEWALK 2.00%) 4.00% 6" �vOQE 6" TOPSOIL, SEED, AND MULCH OR SOD 10 MODIFIED DESIGN D CONCRETE CURB & GUTTER 2.00% (TYP[CAL) 2' L 2" TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 3" TYPE 2360 BITUMINOUS NGN-WEARING COURSE 8" CLASS V GRAVEL (MODIFIED) 12" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) S" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION 1D CAT 3 EROSION CONTROL BLANKET BEHIND CURB URBAN NON-RESIDENTIAL O BORROW IS"BASED ON EXISTINGS OF LECT SOIL CONDITIONS 89TH STREET NE AS DETERMINED BY THE CITY ENGINEER. Q3 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC, INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS. Q PAVEMENT AND CLASS V SECTIONS WILL BE DETERMINED ON A CASE BY CASE BASIS DEPEND€NG ON TRAFFIC VOLUMES, PROPERTY USE AND SOIL CONDITIONS 975 970 965 955 950 945 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. 2.00% a :% SEE CIN PLATE NO. 5012 FOR TYP. SIDEWALK SEE SHEET 10 I I I I I N I � i I ' I , I 1 \ \ \ 6 3 4 `� \ TEMP. SAC \ TURNAROUND 64.95 89THSTNE 00 LO N 0) (0 ro O r - L(") r7 O 00 (0 M 0) r- N O r- Lid O 0000 (No L(") rn Lf) 4 4 4 M M f i Ni r7 N N N cV (0 (0 (D (0 (0 (0 cd (0 (0 to to cD to to cD to (0 (0 0) O O O 0) 0) 0) O 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) I I I Q 0 25 50 100 GRAPHIC SCALE IN FEET G�RG�� NE t�P 89�N S REET NE LOCATION MAP BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 M 0) rO 't N O (o (D (OD c00 (OD ttocD 980 '+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+OC 975 970 965 955 950 945 06 -ENG -121158 -SHEET -ROAD CURB LEGEND 08.15 = GUTTER LINE ELEVATION FOR SURMOUNTABLE CURB \ 08.32 = GUTTER LINE ELEVATION FOR B618 CURB 07.82 = BITUMINOUS ELEVATION = SURMOUNTABLE CURB & GUTTER (CITY PLATE 500) \ = B618 CURB & GUTTER (CITY PLATE 500) O= BITUMINOUS EDGE = PED. RAMP (ADA—MnDOT STANDARD) Q 0 25 50 100 GRAPHIC SCALE IN FEET G�RG�� NE t�P 89�N S REET NE LOCATION MAP BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 M 0) rO 't N O (o (D (OD c00 (OD ttocD 980 '+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+OC 975 970 965 955 950 945 06 -ENG -121158 -SHEET -ROAD SEE SHEET 9 SEE SHEET791 0 mm 975 14 6D' I i" 32' &G..iFi (FACE TO FACE) MODIFIED DESIGN D CURB & GUTTER 6' 1 2.00% 2.00% CTYP. FOR SID ON STREET G SVopF. 4.00% - - - 2.00% 'SEE CITY PLATE NO. 5012 FOR TYP. 1 1/2 TYPE 2360 BITUMINOUS WEARING COURSE SIDEWALK TACK COAT MNDOT 2357 3;; � TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) 12"-l@mi" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB)2) 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL i i 7 �P SEE RIGHT -0 8 \ I 68.60 7 / \ \ \ ` 68.53 `- - - -6+72.76 C N CI R CL L �4 \ \ 6+52.69 �YQ 68.07 e h 6+04.43 - 7+00P ;U c,i C2 s o0 H.P�o o- i 68 94 g -2.80% _ / O 1 63.99 8+79.94 MATCH -EX. / s}0 1.0 ', / C) _ - -i 68.60 - I I 6+72.76 \\ ��� / 6 8 5 3 I �6' ONC. SIDEWAL I I oZ 68.07 I I REMOVE AND DISPOSE q` 6+04.43 I I EXISTING TEMPORARY q 63, / I I CUL DE SAC 8+7_ 5 I / 3 I I 2 I MA / 1 SEE LEFT CURVE TABLE CURVE !>P� 4.00% LENGTH RADIUS TANGENT PC PT C2 39'35'37" SVOpE 475.00 170.98 6+52.69 9+80.93 C3 95'39'46" 208.70 125.00 138.01 3+95.72 6+04.43 4" TOPSOIL, SEED, 20'59'33" 54.96 150.00 AND MULCH OR SOD Q 1+22.14 (TYPICAL) 1D USE CAT 3 EROSION CONTROL BLANKET TO BE PLACED BEHIND CURB & SIDEWALK/TRAIL (Z THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. Q STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS 0 mm 975 14 6D' I i" 32' &G..iFi (FACE TO FACE) MODIFIED DESIGN D CURB & GUTTER 6' 1 2.00% 2.00% CTYP. FOR SID ON STREET G SVopF. 4.00% - - - 2.00% 'SEE CITY PLATE NO. 5012 FOR TYP. 1 1/2 TYPE 2360 BITUMINOUS WEARING COURSE SIDEWALK TACK COAT MNDOT 2357 3;; � TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) 12"-l@mi" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB)2) 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL i i 7 �P SEE RIGHT -0 8 \ I 68.60 7 / \ \ \ ` 68.53 `- - - -6+72.76 C N CI R CL L �4 \ \ 6+52.69 �YQ 68.07 e h 6+04.43 - 7+00P ;U c,i C2 s o0 H.P�o o- i 68 94 g -2.80% _ / O 1 63.99 8+79.94 MATCH -EX. / s}0 1.0 ', / C) _ - -i 68.60 - I I 6+72.76 \\ ��� / 6 8 5 3 I �6' ONC. SIDEWAL I I oZ 68.07 I I REMOVE AND DISPOSE q` 6+04.43 I I EXISTING TEMPORARY q 63, / I I CUL DE SAC 8+7_ 5 I / 3 I I 2 I MA / 1 SEE LEFT CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC PT C2 39'35'37" 328.24 475.00 170.98 6+52.69 9+80.93 C3 95'39'46" 208.70 125.00 138.01 3+95.72 6+04.43 C4 20'59'33" 54.96 150.00 27.79 0+67.19 1+22.14 CURB LEGEND 08.15 = GUTTER LINE ELEVATION FOR SURMOUNTABLE CURB 08.32 = GUTTER LINE ELEVATION FOR B618 CURB 07.82 = BITUMINOUS ELEVATION = SURMOUNTABLE CURB & GUTTER (CITY PLATE 500) = B618 CURB & GUTTER (CITY PLATE 500) = BITUMINOUS EDGE 100. = PED. RAMP (ADA-MnDOT STANDARD) NE EET Ne LOCATION MAP 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 EATON CIRCLE NE EATON CIRCLE NE M CD a �'� CD 0000 M � 0000 M c0 00 M � 00 M �0 00 to -0) rn C4 t4 c0 c0 0 M t(0 rn M � 00 CA � � rn CV Ln 00 (V (V M M M 4 4 4 LO ui ui ui flo tD cD tD r� ll� 00 06 00 Od Od 00 Od r� tD ui Ln 4 r i ri CV C5 (.0t0 t0 t0 CID to t0 to t0 cD (D t0 (D cD (D t0 (D cD (D t0 c0 cD t0 t0 cD (0 (0 cD c0 (0 (D (D (D t0 (D co (D c0 t0 (0 CA CA CA CA m CA 0) CA m a) t) C) t) C) t) C) t) C) t) C) 0) to CA 0) CA CA to C� to to to 0) to CA to CA CA 0) 985 PVI STA: 1+00.00 PVI ELEV: 963.36 K: 218.45 LVC: 90.00 of o � � '� CO O(j +� (.0� LVC: 115.00 0)0) 970 >W �W o HIGH PT ELEV: 968.94 0 965 955 950 945 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. 1.41% STING OUND 1.00% PROPOSED GRADE I \ -2.80. On W au N W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+0( •i� 975 970 965 955 950 945 06 -ENG -121158 -SHEET -ROAD ■ PVI STA: 7+00.00 PVI ELEV: 969.36 K: 30.26 LVC: 115.00 HIGH PT. STA: 6+72.76 o HIGH PT ELEV: 968.94 0 Ln Ln N 00 I� t� LO t+0 00 r- 0) U > Q_ W d I \ -2.80. On W au N W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+0( •i� 975 970 965 955 950 945 06 -ENG -121158 -SHEET -ROAD ■ 6 u \— X X X X X X X X X X i X X\ X� X X— I � I I I _ _ _ _ —---------------------------_-- ----= --_ \—j—� CONSERVATION\ --- MARKER I I (TYP.) / \ 2 10 5 �sv' \ \ 00 — 10+00 11 i00 — 9+ �— 2X \ 1/ ,X° 2 3 \. ° O -HWL=953.13- I -+ OUTLET -=950.0 4 8 I I STREET LIGHTLf) / /' \ \ \ o I I - ' I (TYP.) I //// \ '' �� I ' \ I I O�/ oc° I l 419 < O \ \\/ / //// \\ � I 6 I . CONSERVATION II I 10 MARKER o _+ ,H. / / \ TYP. o >6 \>'00 --------------------- \ / ,,\V / / / 3 / / \ �x0° / I o < / / — \ \` 27 \\ / / \ \ 9 8 �: I \ / / >1 7 I 26 o \ / / 212 / / A ;; �, / 2 \ ' I ! / 2501 _ IIII23+00 zs+o ,_ o 21kp0 / 1 \ 24 STREET LIGHT \ / ° 6\ \- (TYP.) \ \ /' . • , — A \ 3X0° IN, \ \ v 23 /` /'' / 2 29 22 \ \ \ 1 30 i' `��\` \ °O \ \ ^ \ 31 2 � 7X00 ' \\\\ O /� I NWS -949.6-- 32 � \ �\\ x \\\\ /\ ' / CONSERVATION — 1 ; 3 MARKER 33 ;' / / rf \\ / (TYP.) 21 2 — TYPE III BARRICADES ---------------- \ I I I I I OUTLOT PISNEERengineeringr CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. SIGNAGE LEGEND 1 STOP STOP SIGN 2 STREET NAME STREET NAME SIGN TYPE III BARRICADE NOTES: 1. DEVELOPER WORKING WITH POST MASTER ON LOCATION OF MAILBOX CLUSTERS. 0 30 60 120 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 06 -ENG -121158 -SHEET -SIGN 6 X X X X X X ED POWER ASSOCIATION 10. 5879 �4 0 -o-------- ---_ — ��_ --_ -- _------ --------- _—�—\ — — X-- — X X X X IX X , -X, X I � — — — — — — — — I r� �I = ---->Y--- >> ----> ----»----r _ MAINTAIN EROSION O CONTROL FENCE 1 BASIN 60 USED ASJ TEMPORARY SEDIMENT BASIN \ \ \ + +%+X z. 2 3 4 \ \ I \ ---------+\ + +++++++++++ + +\ 1 n \ I I 10 +\ + + ++ + + + + + + + A I I — I + + + + + + + + + + + + + + + +\ +- + + + \ 9 + + + + + + + + + + + I \ �++ —>---- ++ ++++ ++ �+ ++ ++ + + + + + + + + + + +\ + + + +/+ \ / +8 +++ +++++++ + Y + + + + + + + + + O + \ + + + + GA \ + ++++++ + + ++ + ++ + +++++ + x 2 \ \ I \ \ + + + \ + + + + + + + + + + + + + +/ +++" ++ ++ + ++ ++ ++ 3 1 + �� + + ++++++++ ++ +� I + + � + + + + + + + + + + + + a ++ +\ +++/+++ \ ++ ++++ ++ +++ % +\++ + \ I a MAINTAIN EROSION / / + + + + \+ +\ + �\ + +4+ + + + + + aCONTROL FENCE / 7 + + + + + + + .` + + + + + + + / +++++++ +++ + �P ++ �++ + +++++++++ \ \ BASIN 30 USED AS a / + + + + + +/+ + + +�+ + + + \ , I TEMPORARY SEDIMENT BASIN \ a ++++ ++ +. + ++ +++++ 2 \ + + + + + ++ + + + + + \ + + + + +, + X + + + + + + \ I \ ++ + + + ++ + +/ + + + + + +-+ +/++++ ++++++ + \\\ 2\\\ - — — — 4=k+++ + + ++ ++++J + TLET=950.0 +—�+++ + ++ ++++ OU �+ ++++++++ +,+ ++++++ \ O + + + + + + + * + + + + + \ a I 6 +++++++ + + + +++ +++++ +++++++ ++ + + + + ... aI ++++++++++A + v +-++ ++++++++ / / \ 0) O I O I + + \ a I _+++ + + + + -_+J+ — + + 1-+\1+4+%+ + + + + O 5/ !+--+ + + 4,C ++ �q + +++ ++ + + + + + + + + + + + + + + + + + + + +�+ + + + + + + / �O + + + + t + + + + + + + + \ , + + + +�r + + + + + + + + + + , I + + + + + + + + \+ + + + + + + \ ++++++ +++\ ++ / J + ++++++++ / \\ O II \ + + + + + + \ + + \+ +/+ + + + + / / \ \ m ++++\ + + + ++++++++ / / \ + ca + + + / + + + + + + + + ++ +,+ J + ++++, O \ + + + + + + + + +�+ + + + + + # / +\+ + + + + + + +' O +++++++ ++++ +++ \ +++\+++++++' +++ 6 I \ / + + + + + + + + + + + + + — — + + + + +/+ +/� + + + + + + + / I \ \ 4 + + + +/+ + .+ / ++ + + + + / �� I I I I I I I _ —, ------------ + + + + + + + + + + + + + + + + / \ + +/+ +/+ + + `t + + + + + + + / + + + + ++ + \ +/+++++++++ +++ ++ + +++ + + ++ / \ / + + + + + + +fir + + + + + /+ + + --------------\ / / + + + + + + ++ + / + + + +/ + 4/* + + + + + + /+ +/\+ + + ++++ +++� +++ +++ + +++�++++++++++++++ / + /+ +/+ + + + + + + + + + I + ++++ + + + + + + + ++ + + + + + ++ + + ++++++++ + +++ ++ , g 8 . +++ IIII I II I 7 I 26 ++++ ++ +++++++++ I \ / / 2 +++ /++/ +�+ �+ +++ A 12 I /+/ + + + + x I \+ + + + + + + + + + N I I I \ +/ + + + + -+ I I \ + + I + + + + + + + + + + + + + + \ / / + + + + + + + + p p 00 — 0�0 + + + + + + + + + + + + + + + I + + + + + pow ��ppp I + + + + + + + + + + + + + + 1 \ + + + +-�--- + + + + + + + + + + + + + + + + I + + + + +++ 24 \ ++++++ + + + + + + + + + + + + + + + + + + + \ + + + cam- + + + + + + + + + + + + + + + + + + + 4- + +\+�+ / + -+++ + + + + + + + + + + + + + +++ I + d 1 \ + + + + 17 + + + + + + + + + + +"+ + ++ + + + + + + +� 2 \ +>+ +++ \ + �+ +/ + AI�4INTAI4 EROSI9I + + + + + + +�+ + + + + + + I 3 / 29 _ _ — +�+y y +� CONTROL FENfC +14 + /� y+/ +, I I / I I I I I I I I I PISNEER! ul,,neenng CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. + + L----] g j + +�+ \ ;+ + + + + + + + + \ \ , DESIGNATED FUELING rj I + + +� \ A A + + + + + + + + + + / + + ++ '' + + + +\ + + + + \ \ LOCATION. SEE SWPPP +++ +++ \ ++ + + / +/ �++\++ ++++ \ \ C PLAN FOR REQUIREMENT. I ++ + + + + + + ++++++ + \\\ _ �.++ + ++ + ++ + +++\ \ 3 \ Nw�, \ \ 949++ +++ +++32 + + + + + + + + + + + + + ++ + + ,6 O� / / +++++ + ++ + ++ /TUB ++ \ MAINTAIN EROSION ++ oa. + CONCRETE T'`+ CONTROL FENCE \ SUITABLEDE DEVISE TO BE TION + + FURNISHED ++++ + ++ ++ + + I THE OWNER IF WASHOUT IS TO OCCUR. 1 + + 34 / ++ +++� / ;, I / + y / 21 / I ------------------- I l I - I � I 20 LEGEND 0 30 60 120 600�ii !%666666j GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 06 -ENG -121158 -SHEET -EROS MNDOT CAT 20 EROSION CONTROL BLANKET IN RIGHT OF WAY. TO BE INSTALLED AFTER COMPLETION OF SIDEWALK CONSTRUCTION. CAT 20 EROSION CONTROL BLANKET. ®MNDOT INSTALL WITHIN 14 DAYS OF GRADING COMPLETION. +++++++ PERMANENT TURF RESTORATION DONE IN ACCORDANCE WITH MNDOT 2105 & 2575. MNDOT SEED MIXTURE 25-141. PERIMETER EROSION CONTROL FENCE. INSTALL BEFORE START OF GRADING SECONDARY EROSION CONTROL FENCE. TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. BIO ROLL LOG BEHIND BACK OF CURB O CATCH BASIN INLET PROTECTION TO BE INSTALLED AFTER 1ST LIFT OF BITUMINOUS. 00000000000 ROCK CONSTRUCTION ENTRANCE 000000000001 INSTALL BEFORE START OF GRADING 00000000000 0 30 60 120 600�ii !%666666j GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 06 -ENG -121158 -SHEET -EROS PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIHI=S 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. 06-ENG-121158-SHEET-DTLS-CTTY 3/8" MIN, 5/8' MAX. NOTE: USE NEENAH R -1642-A FOR LOW PROFILE APPLICATIONS CASTINGSANDVALVE EBTOLERANCES USE NEENAH R1755 -G FOR WATERPGHT APPLICATIONS SHOWN SHALL BE READJUSTED AT THE CONTRACTOR'S EXPENSE. � LETTERING TO READ: SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. NEENAH R-1642 WITH a B SOLID LID MANHOLE STEPS SHALL BE CAST IRON OR MACHIN EQUAL E BEARING OR BITUMINOUS NON -WEAR COURSE MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC, ATYPE RNA FINISHED BITUMINOUS WEAR COURSE GRADE ,rrva����rrrrs��aw.rrrra����rr= 3/8 MIN. 5/8 "MAX. --- STANDARD MANHOLE FRAME AND COVER CONCEALED FRAME ° PICKHOLES (2) GROUTING BETWEEN PIPE AND ADJUSTING RINGS MANHOLE BARREL SHALL BE MIN 4" - MAX 12" WITH NON -SHRINKING CEMENT 27" DIA WITH EXTERNAL EY INTERNAL CHIMNEY SEAL I EXCERPT OPPOSITE IETTTERING CASTING AND GATE VALVE NOT ON CENTERLINE a ^ USE R-2 JOINT FOR - - BITUMINOUS BASE COURSE ALL MANHOLE JOINTS ADJUSTMENT DETAIL B' BARREL TO CONFORM 25 3/4 " TO ASTM C-478 LATEST REVISION I 1 1/2 EBS SUPER GLUE ADHESNE OR ENGINEER APPROVED EQUIVALENT {1/4" BEAD, 360 DEG.) 7' 48' DIA '�? BEAREN SURFACE TO BE MACHINED 24" �L-T, � 28 1/2 " \ ,� 36" 1U BITUMINOUS WEAR COURSE CENTERLINE ROADWAY , 3/8" MIN. -� a 5/B" MAX. FINISHED BITUMINOUS WEAR 5/8 MIN COURSE GRADE 3/8 MIN. 3/4 " MAX /. BITUMINOUS NON -WEAR COURSE COVER FRAME 5/8 " MAX. 2.DDZ %. 2.Do� FRAME CAST IRON OR DUCTILE IRON ADJUSTMENT RING _ AS MANUFACTRURED BY ESS BROTHERS AND SONS INC. OR ENGINEER APPROVED EQUAL CASTING ON CENTERLINE NOTES: 1. THE HEIGHT OF THE CAST IRON OR DUCTILE IRON ADJUSTMENT RING IS DETERMINED BY THE THICKNESS OF THE OVERLAY. 2. CAST IRON OR DUCTILE IRON ADJUSTMENT RINGS TO BE INSTALLED BITUMINOUS WEAR COURSE AS PER MANUFACTURERS RECOMMENDATION. 3. A 5 YEAR WARRANTY IS REQUIRED FOR ADJUSTMENT RINGS INCLUDING LABOR & MATERIALS ADJUSTMENT DETAIL Cone Section, Casting Steps, Title: Standard Frame rile: Adjustment of Standard rtle: , Metal Casting Ring Standard Plate LibraryStandard Plate LibraryStandard Cover Plate Library y Frame and Cover Standard Plate Library y and Adjusting Rings and Adjustment Detail City o Monticello Date: Plate No. City of Monticello City of Monticello City of Monticello Date: Plate No. Date: Plate No. Date: Plate No. 03-05 03-05 03-05 03-08 1 0 0 1 1002 1003 1004 Revised: 03-15 Revised: 03-15 Revised' 03-15 Revised: 03 —15 O O O STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT FOR WATERMAIN STUB PAINTED GREEN WITH AN OIL BASED PAINT FOR SANITARY AND/OR STORM SEWER STUB AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST. POST SHALL BE BURIED 2' BELOW FINISHED GRADE WITH 4' ABOVE FINISHED GRADE (INCIDENTAL) OR S' IN BACK OF CURB CONCRETE WALK OR BITUMINOUS PATH ARE HYDRAFINDER PRESENT FLAG - WATEROUS MODEL 67 STEEL T -STYLE FENCE POST HYDRANT YELLOW OUT OF ORDER TAG w TO BE INSTALLED ON PUMPER CONN. TOP OF PROPOSED SUBGRADE AFTER BACK -FILL EXISTING OR FUTURE Q STREET - BREAKOFF FLANGE CURB OR GUTTER UNE STREET THE TOP 3' SHALL BE COMPACTED 1' TO 2" MAXIMUM a ABOVE BURY LINE (FINISHED GRADE) FINISHED GRADE Q AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) r a VALVE BOX AS WATERMAIN SPECIFIED 1 " TO 2" A MAX OF 2' LIFTS TO BE WETTED GROUND LINE AND CONSOLIDATED BY VIBRATORY MEANS AND COMPACTED TO A MIN I OF 95% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) o aN O O O 4"x4" WOOD POST\ �4"x4" WOOL) POST 2 LAYERS OF o W 2'- 6" AS REQUIRED 10' POLY (4 mil) 0 � TYPICAL 4' COVER COMPACTED TO 95% OF - w STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT z 3' DIAMETER N FI DEEP PIT E UNDER HYDRANT FILLED WITH 4"x4' WOOD POST STORM SEWER ;n o 1/4 STEEL VALVE BOX ADAPTOR A MINIMUM OF 1 C.Y. OF 1 1-1/2" CLEAR STONE l = WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. MAINLINE OR APPROVED EQUAL MEGALUG O O O STORM SEWER WATERMAIN MEGALUG ',.;}',..,..� GRANULAR BEDDING AS .. WAT RMAI E N PER MNI 3149.2F GATE VALVE TEE THRUST MEGALUG O O O SANITARY SEWER GRANULAR FOUNDATION WHERE BLOCKING BEHIND BLOCKING THRUST MAINLINE ORDERED BY THE ENGINEER HYDRANT PRECAST CONCRETE BASE BELOW GATE BLOCKING VALVE SANITARY SEWER AS SPECIFIED (15"x 15% 4") BEHIND TEE NOTE: O 1. STRUCTURE MARKER SIGNS AND 3" TUBING WITH 2-1" SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO REFLECTORIZED STRIPS SHALL BE FLIRNISHEC AND INSTALLED 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED FOR ALL STRUCTURES LOCATED OFF THE STREET SURFACE. EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. (INCIDENTAL) 02, 3" TUBING SHALL BE ATTACHED TO SIGN POST 3. THE SIGNS MAYBE OMITTED AS PER THE ENGINEER 4. THE SIGNS SHALL BE BURIED 2' BELOW FINISHED GRADE 1WTH 4' OF POST EXPOSED 5, SIGNS SHALL FACE TRAFFIC 0.063" THICK ALUMINUM SIGN, BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED BACKGROUND. U—CHANNEL POST, MINIMUM 1.2 LB./FT. 6' LONG, GALVANIZED. Title: Title: Title: Title: Structure Marker Utility Stub Markers Typical Trench Compaction Standard Plate LibraryyInstallation T ical Hydrant Standard Plate Library Sign Standard Plate Library Standard Plate Library and Class B Bedding City of Monticello Date: Cit of Monticello City City of Monticello City of Monticello Plate No. 03-05 Date: Plate No. Date: Plate No. Date: Plate No. 03-05 04-08 03-05 2001 1005 1006 1007 Revised: 03 —1 7 Revised: Revised: Revised: 03-15 03-15 03-15 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIHI=S 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. 06-ENG-121158-SHEET-DTLS-CTTY PISNEERengineering CIVEL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. 06-ENG-121158-SHEET-DTLS-CTTY STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK CURB STOP. TO BE INSTALLED AT THE TIME OF CURB STOP INSTALLATION (INCIDENTAL) CONCRETE OR GRASSY AREA BITUMINOUS SURFACE J W W F Z P: Z WRAP PLUG WITH 4 MIL. POLY B'WIDE - 4*THICK LESS THAN 5' 8'x 4' x 4" THICK LESS THAN 6' z W w W Z a z a z Z MEGALUG MEGALUG 4' a J STREET J 4' 6" 6 CL a o 12' 12' AS REQUIRED AS REQUIRED PROPOSED STORM SEWER GROUND UNE 11'- 0" 0" GROUND LINE PLUG 6'X 12' INSULATION 2 2 AT PIPE CROSSING 8'X 20' INSULATION FOR BOX TEE AND BEND BEND PLUG SEE PLATE 2006 45' BENDS FOR DETAILS (TYPICAL} CURB BOX WITH 1'- 1 1/4 "STANDPIPE MEGALUG MEGALUG AND STATIONARY ROD T- 6" MIN COVER MEGALUG 6" MEGALUG NOTES: 1" CORP. COCK 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' 12" AND OVER. PIPE SIZE BEARING AREA WATERMAIN ` ' 2. THRUST BLOCKING SHALL ONLY HE USED WHERE g° 6.0 WORKING PRESSURES ARE LESS THAN 150 PSI. VARIES 10" - 12" 12.0 SQ FT 1" COPPER 1" COPPER COPPER 3. THRUST BLOCKS BEARING AREA TO BE POURED 16 20.0 SO FT B, BRICK X 2" WATERMAIN BRICK X 2" AGAINST UNDISTURBED SOIL. 4, POURED CONCRETE THRUST BLOCKING SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN STYROFOAM HI -35 BRAND PLASTIC FOAM OR APPROVED �` 20 CAP CURB STOP WITH BLANK SLUG (TYPICAL) NOTE: ATTACH SHUT OF ROD TO CURB STOP 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BENS SHALL BE RESTAINED USING TIE RODS EQUAL L/'Y J/ SEE SPEC. L " NOTE: STAGGER SHEETS 4' LENGTH ALL PIPE JOINTS WITHIN 10' OF A WISE AND 2' WIDTH WISE BEND SHALL BE RESTRAINED USING TIE RODS. NOTE: INSULATION REQUIRED FOR WATERMAIN WITH LESS THAN 5' COVER IN GRASSY AREAS AND 6' COVER UNDER PAVED SURFACES. Title: Title: Title: Title: Blocking for Insulation Watermain Offset Typical Water Standard Plate Library y Watermain Standard Plate Library Detail Standard Plate Library y Standard Plate Library Service City of Monticello LLj City of Monticello City of Monticello Date: Plate No. 03-05 City of Monticello Date: 03-05 Plate No. Date: 03_05 Plate No. Date: 03-05 Plate No. 2002 2005 Revised:03-17 2004 Revised: 03-17 2006 Revised: Revised:03_15 / 03-15 __-__-=- STEEL T -STYLE FENCE POST PAINTED GREEN WITH AN OIL BASED PAINT AND A CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETEX MINIMUM 2 REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP THE OR APPROVED EQUAL" POST TO MARK THE SERVICE STUB TO FOR COMPLETE TYPE "A" DROP SECTION BE INSTALLED AT THE TIME OF SERVICE UNIT PRICE SHALL INCLUDE ANY CUTTING INTO INSTALLATION (INCIDENTAL) - 4" OR 6" PVC DEPTH OF COVER OVERTOP STANDARD MANHOLE MANHOLE BASE REQUIRED, ELBOW, TEE, PIPE, OF PIPE TO SUIT 4" FlELQ CONDITIONS FRAME AND COVER SUPPORT AS REQUIRED. MIN GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL BE PIPE SHALL BE COMPLETELY ENTRENCHED WITH NON -SHRINKING CEMENT AND SHALL HAVE CLASS "B' BEDDING WHERE DIRECTED BY THE ENGINEER ALL MANHOLES WITH ADJUSTING RINGS INSIDE DROP SECTION MIN 4" - MAX 12" SHALL BE 5' DIA (I.D.) 27" DIA o SEE JOINT DETAIL BELOW :_ - MIN 4• R W v PLACE NEARLY HORIZONTAL FOR LOW DRAINAGE AND BASEMENTS AND SHALLOW SEWER AS STREET g• UTILITY EASEMENT DIRECTED BY THE ENGINEER GROUND MANHOLE SECTION TO BE ASTM C-478 CLASS II PRE -CAST CONCRETE MANHOLE SECTIONS 1 LINE TYPICAL SERVICE WHERE COVER OVER BUILDING CIRCULAR REINF I DUCTILE IRON TEE T�� OF SEWER IS l2' (]R LLSS 2' INSTALLED BY PRIVATE CONTRACT INSTALLED AS PER CITY CONTRACT LATEST REVESiON a NOTES: 5 TRACER WIRE LOCATE BOX 48" DIA ONE LENGTH (20'- 0") OF DIP IN LIEU OF PVC PVC = POLY -VINYL CHLORIDE SDR 26 DEPTH OF COVER OVER TOP OF PIPE TO SUIT GROUND LINE USE R-2 JOINT FOR CORE DRILL ALL SERVICE CONNECTIONS INCLUDING NECESSARY FIELD CONDITIONS ALL MANHOLE JOINTS CONN CT TO MANHOLE BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT I AT THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL COMPENSATION SHALL BE ALLOWED I TRACER WIRE SPLICE S : 16" OC 7 � FOR CONCRETE ENCASEMENT OR PIPE BEDDING. I l CURB BOX STANDPIPE 81, � 4" OR 6" PVC _;' 45'BEND I I COPPER --CLAD 57EEL AWG 12 GAUGE l 2' SPOOL COPPER -CLAD STEEL AWG 12 TRACER WIRE 30 MIL HIGH DENSITY GAUGE TRACER WIRE 30 MIL HIGH DENSITY l 8"'^ "CRE-SEAL","RESEAL", m -• I POLYETHYLENE GREEN COLORED JACKET POLYETHYLENE GREEN COLORED JACKET TO BE PROVIDE UNDER CITY CONTRACT OR APPROVED EQUAL W WYE BE UNDER PRIVATE j PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE z CONCRETE HORSESHOE AND W CONCRETE MORTAR ALL SIDES ENGINEER CONTRACTOR TO VERIFY PRIOR TO BURY ONTR4CTOVIDE6 I CTO l MIN PIPE SHALL BE COMPLETELY ENTRENCHED "B" \ f AND SHALL HAVE CLASS BEDDING / WHERE DIRECTED BY THE ENGINEER 1" COPPER WATERMAIN FqVARIABLE I = a t CONCRETE ENCASEMENT ,, ( } COPPER -CIAO STEEL AWG 12 GAUGE MAX' 24" o z ' SEE DETAIL BELOW FOR CAULKING BETWEEN TRACER WIRE 30 MIL HIGH DENSITY POLYETHLNE GREEN COLORED JACKET S" MIN 6„ DISSIMILAR PIPES TO BE PROVIDED UNDER CITY CONTRACT PRECAST BOTTOM SECTION - W CORE DRILL o CONNECT TO MANHOLE MIN WITH INVERT #5 AT 12. OC EACH WAY MAINLINE SEWER SANITARY SERVICE MAINLINE SANITARY SEWER RISER BASE TYPICAL SERVICE WHERE COVER OVER STANDARD MANHOLE FOR ADAPTER TO BE RESILIENT TOP OF SEWER IS 12' OR MORE SANITARY SEWER ASTM C425-64 TYPE III OR NO SCALE APPROVED EQUAL FOR DISSIMILAR PIPES CONCRETE ENCASEMENT (TYPICAL) NOTES: �`� — PVC WYE VCP TO PVC FERNCO ENCASED IN 1 0 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -1 -PF CONCRETE SHALL BE REQUIRED WHEN CONNECTING TO EXISTING BY MA INDUSTRIAL ONFORMING TO ALL OSHA REGULATIONS ( INC.)) AND SPACED 16" OC. VCP SEWER MAIN (INCIDENTAL). " '"/' '�' `' DETAIL \\\ LCONCRETE 02 IF PROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. ENCASEMENT) `THRUST BLOCKING FOR CLEANING EQUIPMENT Title: Title: I Title: Title: Standard Sanitary Outside Drop Section for Typical Service Connection yp Tracer Wire Standard Plate Library Manhole Standard Plate Library Sanitary Manhole Standard Plate Library Standard Plate Library (New Developments) City of Monticello City of Monticello City of Monticello Date: Plate No. City of Monticello Date: Plate No. Date: Plate No. Date: Plate No. 03-05 03-04 03-05 03-08 3001 3002 ' 3004 3005 3005 Revised: 03-15 Revised: Revised: _ _--_- - -- Revised: PISNEERengineering CIVEL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. 06-ENG-121158-SHEET-DTLS-CTTY C CASTING ADJUSTING RINGS 4" MIN - 12" MAX L O J STANDARD FRAME &COVER INSTALL INFRA SHIELD 6 35 1/4 43" (OR APPROVED EQUAL) ROADWAY SURFACE EXTERNAL CHIMNEY SEAL SEE MnDOT STANDARD PLATE 4020 CURB INLET FRAME AND CURB Box FOR COVER REQUIREMENTS NEENAH NO. R -3067-V WALL CONSTRUCTION SHALL BE CLASS it PRECAST PIPE, EXCEPT 48" DIA MAY BE ASTM C 478 CONCRETE PIPE, SEE MnDCT STANDARD zo z 8" CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP ® CONCRETE OR BOTTOM OF THIS SECTION). CAST -IN-PLACE PLAN o N 4' TO 10' CONCRETE OR MASONRY CONSTRUCTION (BRICK OR BLCCK) ALLOWED ONLY IF APPROVED Z� z BY ENGINEER CD 0 W U CONCRETE DOGHOUSE REQUIRED ON 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS C3 OUTSIDE AND INSIDE OF STRUCTURE INSTALL INFRA SHIELD SHOWN ON THE PLANS HAVE BEEN AND PIPE CONNECTION (OR APPROVED EQUAL) DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) [� g ADJUSTING RINGS = Y 4" MIN - 12" MAX v ENCASE IN CONCRETE 6" M COLLAR USE CONCRETE CURB MIX FOR COLLAR 24" FINISH STRUCTURE 31" GRADE 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE 2" BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 5" 3'- 6" 2" RAISED AREA TO FIT REQUIRED DIAMETER. 4" MIN. 34" O1 REFER TO STANDARD PLANS FOR HEIGHT AND 4" MIN... DIAMETER REQUIRED. O MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 4" CONCRETE COLLAR Q MINIMUM STEEL REINFORCEMENT NOTES: SECTION A -A a". O4 EQUIVALENT STEEL AREA IN WIRE MESH ANHOLE PDDR A 3" GS 4" CONCRETE COLLAR MANHOLE:. ; AROUND RINGS EXTENDING FROM THE MAY BE USED COR ATCH EXTERIOR PLASTERED OR CASTING TO THE PRECAST SECTION © BASIN CATCH GENERAL DIMENSIONS FOR CONCRETE APPLY BASIN ' TO BRICK AND CONCRETE MASONRY UNIT DIA _ DIA CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MrOOT DESIGN H. THE CONSTRUCTION ALSO, EXCEPT AS NOTED. " ' CASTING SHALL BE NEENAH R -3508-A2. SEWER BRICK (MnDOT SPEC 3616) BLOCK 12" MINIMUM FOR PRECAST, 3 BRICKS OR MASONRY CONSTRUCTION 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60, AStandard Plate Library City of Monticello TYPICAL HOLE LOCATIONS 4"1 DEA CORRUGATED POLYETHYLENE PIPE WITH PROTECTIVE WRAP 6" B/C Title: Standard Manhole for Storm Sewer )ate: 03-05 Plate No. Revised:40 01 03-17 4" DLA � 90' 160' PVCPP WITH PROTECTIVE WRAP Q'T'JMINOUS SURFACE AGGREGATE BASE SUBGRADE ® 4" PERFORATED P.E. PIPE WITH FABRIC (TYPICAL) ENCASED WITH COARSE AGGREGATE(MNDOT 3149.2H). INSTALL_ WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE, LOW POINTS IN ROADWAY OR AS DIRECTED BY THE ENGINEER. Standard Plate Library City of Monticello PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. Title: Perforated F.E. Pipe With Fabric )ate: 03-05 Plate No. Revised: 03-15 4006 Title: Standard Plate Library Standard Catch Basin City of Monticello Date: 03-05 Plate No. Revised:4002 o3-17 TRANSVERSE & LONGITUDINAL BARS 5/8 FOR 18" TO 27" APRONS 3/4 FOR 30" & LARGER APRONS. i 6" MAX 6" ANCHOR TOP & BOTH ENDS NOTE: 1. ALL TRASH GUARDS SHALL BE GALVANIZED AFTER FABRICATION PER MNDOT SPEC. 3392 & 3394. 2. APPLIES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD TO THE FLARED END SECTION SHALL BE LEFT EXPOSED Standard Plate Library City of Monticello Title: Trash Guard for End Section ate: 03-05 Plate No. tevised:03-15 4007 A PLAN CASTING TO BE SET 0.10' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE COLLAR 4 *15" 24" x *48"(TYP a < A 35-1/4" 143" r- CURB INLET FRAME AND CURB BOX STANDARD CASTING - NEENAH R -3067-V MANHOLE COVER TO BE 48" DIA CRETEX TYPE II WITH 24"x 36" 6" OPENING 9" CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION > -DIMENSION VARIES BASED ON STRUCTURE DIAMETER RCP PIPE CONCRETE CATCH BASIN MANHOLE J NOTES: AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2, PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R-4342. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE NEENAH R -3508-A2. Title: Standard Plate Library City of Monticello Catch Basin Manhole )ate: 03-05 Plate No. Revised:4003 03-1 7 NOTE: THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS 24" OR LARGER SHEET PILING AS SHOWN SHALL BE CONSIDERED INCIDENTAL TO FLARED END. NUTS AND BOLTS ON TRASH GUARD MUST REMAIN EXPOSED. 4000 PSI CONCRETE ISE (3) 1" BOLTS ABUTMENT 10 PSI CONCRETE #4 REBAR EACH FACE CONCRETE TO ATTACH�TRASH GUARD Standard Plate Library City of Monticello Title: Piling for Flared End Section late. 03-05 Plate No. 2aviearl• - _ _ _ 4008 4"PVCPP 4"x 4" TEE NON PERF AT CONNECTION MANHOLE OR CATCH BASIN WALL H- W J F- =1 7 O Q a U In Lil H- Z LL O W J m RCP PIPE CU 4"PVCPP 45' TEE MORTAR JOINT WHERE DRAIN PIPE COMES INTO MANHOLE OR CATCH BASIN 4"PVCPP MANHOLE OR CATCH BASIN WALL 100' (MAX.)'" PREFERRED METHOD F 0.5' LO EL * LENGTH TO BE DETERMINED BASED ON EXISTING SOIL CONDITIONS METHOD �u 2' BITUMINOUS SURFACE 2.5' 2' TYP SEE DETAIL 4006 FOR CROSS SECTION 2"MAX COURSE FILTER AGGREGATE MN/DOT 3149.2H PERFORATED PIPE Standard Plate Library City of Monticello Q� N La v AGGREi LATE BASE -GRANULAR SUBBASE MORTAR JOINT WHERE DRAIN PIPE COMES INTO MANHOLE OR CATCH BASIN Title: Special Details PVCPP Subdrain Date: 03-05 Plate No. Revised: 03-15 4005 f w 0�a- m W c O W O u5 U F p 0 0 a o oa L � W Z rn "Nd WT nn PS I� IO to �Om OI tl' W p<Om O� Nd�Fr rnminmrnNmmwmNaoln .- W Z W O< l ��N Nn 4 i,6 G00 ni mea N Nm N n n N U �{ W 6 6, 6,67111 N n n OI T O1 n a I15 > II U II O F d a 4 y a N m't N O N MD m 0 mq aq m O m N W a Ond Il]f� a��nn�,O �10nrn NMtryad,Of- 7N W a (f] o =a Q o } W NOfOm7 mNfD V) m00 xg�o r � 2 N Wa W In wrn l�.m H LW Ow nf� Nm u'S .--Q�DN gyp, �p Nf� ONl 1N 6 p Z LLU^- N N n 71n 10 W 0-n C6GiN N zD O [7 J Q � Nn g o H j W "wm g u'S 0, 67 (4N OI o+07 �714m IO U ea you-1vw W mO1 mnrn dSNN Namn Nn d Un 0m cr �Ly a �Nn dlt) mm0�n f00nP�N1� W and H p U N NNnYI LL d 0 Q O v 0 a W mNd RJ P�01 CS W -7IIq n 0 W a x Q�� tD OS NS 1001 nnwN 0n 0 w OK ,na�� n0 �awnwa�lnmdrnu-s N Nna NNS II]fO Op OI lnmom �nl[I ali <3j O N[Nv NII M g o � Of x 0�o W U v p T�dt mm mO�n6f0 to N C9 a mm Ods OI(] h r a ANN nd if110m�Y11D W Ot l71� 0'0 U^ NN Vnj a � 0 Z W O a Z NN m� �I�OION G+� 450 N d0 C) C. R NNY n 1' n tD 1p f� mOl AGGREi LATE BASE -GRANULAR SUBBASE MORTAR JOINT WHERE DRAIN PIPE COMES INTO MANHOLE OR CATCH BASIN Title: Special Details PVCPP Subdrain Date: 03-05 Plate No. Revised: 03-15 4005 f w 0�a- m W c O W O u5 U F p 0 0 a o oa L � W Z rn w W (A O t 1 N Title: Standard Plate Library Riprap Detail City of Monticello Date: 03-05 Plate No. Revised: 03-15 4009 06-ENG-121158-SHEET-DTLS-CTTY Nd�Fr rnminmrnNmmwmNaoln V1 O a l� N U 4,6 W 6 6, 6,67111 N n n OI T O1 n a I15 > II Z N Q g a a (f] o =a Q o } W NOfOm7 mNfD (Oa m00 � 2 N Wa W In wrn l�.m H O� U �NNnnss�ml.nrn� Z W J Q � H j W p ?N u'S 0, 67 (4N OI o+07 �714m IO UN W mO1 �d dSNN Nn d CJ Z� 0�4 W � n LL g0 O v 0 W mNd RJ P�01 CS W -7IIq n 0 W a 7d tD OS NS 1001 nnwN 0n 0 w OK V N NNS m IA In n m X O M Of x 0�o W m a, 7 in m n rn to N C9 a (P (q Or0a4 Na il'i lem O+� W NNUj U^ NN Vnj � NII � g o �rmm7olnlmmnvinonnv na h � M 41 [O -- � o� v -Nn��dmr a z� 0 zw a KN * 0 r� f- M o n a6 N 0 N a -t 0 d N N n V 0 0 m h m O N n l C 5 Title: Standard Plate Library Riprap Detail City of Monticello Date: 03-05 Plate No. Revised: 03-15 4009 06-ENG-121158-SHEET-DTLS-CTTY © 2022 Pioneer Engineering, P.A. SAME SLOPE AS ROADWAY12" ..,...;t.r'e YrR 77 3/4 / PER FT 3" 1/2R 1/2 " R 3.1 HORIZONTAL ':•;1.:;;'° ; °' CONTRACTION JOINTS 3" (FORMS MAY BE TILTED) 7. REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3'R L 2'— 0' j .f3 1 C 1/2 . „R MODIFIED DESIGN "D" 6” 13 1/2 SLOPE 0.06 FT/FT ]' 5'— 0" TYPICAL STANDARD FRAME & BOX OR _ yr O SLOPE 3/4 -/Fr FOR 8618 CURB & GUTTER 2% MAXIMUM OQ n c 2" MIN " 7" CROSS SLOPE n n .. .. .. .. .. � R W R W 6q' HORIZONTAL LINE � 1 'L ' MNDOT �j SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H n c rk 12' OR 14' 30', 32' OR 36' (FACE TO FACE) ® VARIES OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE — 0.0474 CU YDS / LIN FT (8612) �a MOD IFlED DESIGN b" CURB & 8618 � MAY BE TILTED 8612 CONCRETE CURB & GUTTER CONCRETE — 21.1 FT CU. YDS. 8612 6 6, i DIVIDER PLATE 3"R MODIFIED DESIGN D CURB & GUTTER GUTTER (TYPICAL, SEE ABOVE) � o o PLAN e�`� b 1/2 „ 12" GRANULAR BORROW OR 6" CLASS 5 r'. 4.00z2.Do� z qOR 540 4.00 "'1 5, 1 3p 4" OR 6" CONCRETE WALK v� 54°icgt 0 3"R ORO6 FT/FT 6" 13 1I2 " �SLOPE O SLOPE 3/4"/FT BOULEVARD WIDTH VARIES{AVERAGE S'} 4" TOPSOIL, SEED, AND MULCH OR SOD- (IYPICAL) 2' 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 3" TYPE 2360 BITUMINOUS NON—WEARING COURSEfC4L' - `,i - : "... 5', 0" 2" MIN r2'• 7".`, 6" CLASS V GRAVEL (MODIFIED) / 0 HORIZONTAL� 12" TO 24" SELECT GRANULAR BORROW (2'— 6" BEHIND CURB) �2 " d 41 UUU j�}} n LINE/ ,� 6" MINIMUM SCARfFY AND COMPACT SUBGRADE U U MNDOT Q1 SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H TYf ICAL SECTION MATCH MODIFIED DESIGN "D" CURB &GUTTER (TYPICAL) OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE — 0.0582 CU YDS / LIN FT (8618) SIDEWALK DIMENSIONS URBAN RESIDENTIAL MAY BE TILTED B618 CONCRETE CURB & GUTTER CONCRETE — 17.2 FT / CU.YDS. (8618) /f 13'� Bfi18J O" Cror4t� WIDTH — 6' DEPTH – 6" FOR NEW DEVELOPMENTS 12" 3 4 PER FT / / 3" (D CAT 3EROSION CONTROL BLANKET BEHIND CUR6&SIDEWALK/TRAIL 1/2 " R 1/2 " R — *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS Oz THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. NOTE: 3" 3' 7" �•�°�•°��'°.�'.:;c:'.�;'.- 1D" GRANULAR BORROW DEPTH – 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS – 6' INTERVALS Q STREET WIDTH 70 BE DETERMINED BY THE CITY STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER LINEZONTAL-�� — — — — — — EXPANSION JOINTS – 60' INTERVALS (APPROX.) ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM THE 0„ *MATCH EXISTING DEPTH, 4" MINIMUM WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. F MODIFIED DESIGN "D" CURB &GUTTER INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Title: Title: Title: Title: � Typical Street Concrete Curb & Gutter Concrete Curb & Gutter Typical Sidewalk Standard Plate Library y Residential (Minor) Standard Plate Library Standard Plate Library for Streets Standard Plate Library y City of Monticello at Catch Basin City of Monticello Date: 03-05 Plate No. Cit of Monticello y City of Monticello Date: Plate No. 03-05 Date' Plate No. Date: Plate No. 5002 03-05 03-05 5012 Revised: 5004 5005 Revised: 03-17 Revised: Revised: 03-17 03-15 03-15 O ADA REQUIRED TRUNCATED DOME O ALL PEDESTRIAN RAMPS SHALL BE PER MNIDOT D. PLATE 7036E VARIABLE DESIGNEb AND CONSTRUCTED Tb MEET THE LATEST ADA A REQUIREMENTS AND CONFORM TO J— THE LATEST MNDOT PED RAMP GUIDELINES ° Street Sign TRUNCATEDDOMES ' TO BE w a Tn o TRAFFIC SIGN SPECIFICATIONS Ln O p o TRAFFIC SIGN SPECIFICATIONS ° MATERIAL: T°o°o°o°o°oo°o°0°0°00 0 ° MATERIAL: 24" MI °o°o°o°oo�-sb°o°o°o°ons 3" 3#/FT° ALUMINUM SHALL BE 5052—H38 OR 6061—T6 ALLOY. 000008800000a o ............. ° GAUGE SHALL BE: .080 ON THE LONGEST SIDE ALUMINUM SHALL BE: 5052–H38 OR 6061–T6 ALLOY o UP TO 3O" GAUGE SHALL BE: .080 ON THE LONGEST SIDE B c o .100 ON THE LONGEST SIDE 100 ON UP TOOTHE LONGEST SIDE 5' 5' o OVER 30" r OVER 30" VARIABLE o IIGNS HAL BE NOTCHED FOR USE WITH E-450 MATCH EXISTING FACE OF CURB REFLECTING SHEETING SHALL BE DIAMOND GRADE. 3#/FT, ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, 2-3/8" O.D. 9" STREET NAME SIGNS SHALL HAVE 6" UPPER CASE LETTERS WHITE ON GREEN HIGH INTENSITY GRADE SHEETING WIDTH SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR WITH WHITE SERIES E BORDER A ROUND ALL SLOPED INTERSECTIONS PLAN HIGHWAY CONSTRUCTION. o ALL SIGNS SHALL CONFORM TO SECTIONS 2564 AND 3352, - o oI� SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR TOP OF CURB o `\ HIGHWAY CONSTRUCTION. ° CHANNEL POST SPECIFICATIONS 0 o GALVANIZED STEEL CHANNEL POSTS SHALL BOULEVARD ° o BE USED, 2.5 LB/FT POSTS SHOULD BE GRADE VARIABLE MATCH o Z USED THAT ARE PUNCHED ON 1 " CC. _ EXISTING WIDTH ° GALVANIZED POSTS SHALL BE OF THE —1111II_�IIIIII�I-IIIIIIII oo=IIIIIII -1111111101111111 ° 4—RIB DESIGN. POSTS ARE TO BE 7 FEET NIlfllII&1111 �° �°° 11111111=11111111- 5'-0"(CURB) 5'-0" (CURB) IN HEIGHT BETWEEN BOTTOM OF SIGN AND =IIIIIIII ME! ° Qo 4 ° 01111111 TUBULAR POSTS SPECIFICATIONS & 0.10 FT/FT SLOPE & 0.10 FT/FT SLOPE FINISHED GROUND. :IIIIIIII= IIIIIIII IIIII TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFFIC VARIABLE BOLTS, NUTS, AND WASHERS —III Vie° — CONTROL SIGNS, SHALL VARY IN LENGTH, SHALL HAVE °q°IIIIIIII ni A DIMPLED TUBE BELOW GRADE OR INSTALL A ANTI– ROTATION SECTION B—B HARDWARE SHALL BE GRADE 5 IIIIIIII MINIMUM AND BE GALVANIZED _= DEVICE TO PREVENT TUBE FROM TURNING, SHALL BE — m° '11111111 2-3/8" O.D., SHALL BE GALVINIZED AND SHALL HAVE OR CADMIUM PLATED. NEI °p 4 =_ A WEIGHT OF 2LB./FT. 8" VARIABLE 6' 0" CONCRETE GROUTS 9IIIIIII =11111111 DESIGN STREET GRADE NOTE: CONCRETE GROUT TO BE MIXED THOROUGHLY WITH WATER BEFORE BITUMINOUS INSTALLATION PATHWAY OR MAX 50:1 CONCRETE MAX 20:1 SIDEWALK NOTE: 6" CONCRETE TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE NOT INSTALLED NOTE: L 4T ' AGGREGATE BASE TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE TO BE INSTALLED SECTION A — A Title: Title: CONCRETE CURB AND GUTTER Typical Traffic Sign Typical Traffic Sign Standard Plate Library Installation Standard Plate Library Installation SIDEWALK City of Monticello City of Monticello CURB CURB RAMP Date: Plate No. Date: Plate No. 03-05 03-05 5016 5017 Revised: 03-17 Revised:03-15 PISNEERengineering 06 -ENG -121158 -SHEET -DYES -CITY CIVEL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651) 681-1914 I hereby certify that this plan was prepared by Revisions Date 02-28-2022 NOVAK-FLECK INC. 2422 Enterprise Drive Name me or under my direct supervision and that I���� Fax: 681-9488 Paul CITY DETAILS 8857 ZEALAND AVE N. FEATHERSTONE 6TH ADDITION 16 OF 18 J. Cheyne Designed PTC/7MM Mendota Heights, MN 55120 am a duly Licensed Professional Engineer Drawn HW www.pioneereng.com 19860 under the laws of the State of Minnesota Reg. No. Date 02-28-2022 BROOKLYN PARK, 55445 M NTI ELL , MINNESOTA © 2022 Pioneer Engineering, P.A. SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. CURB OR GUTTER 3" OF 1-1/2 ROCK OR 6" CRUSHED CONCRETE OR APPROVED EQUIVAtNT / / TAPER DEPTH AND WIDTH IN 10' SIDEWALK Where Lim IIUYY VI WULCI I5 sheeting, place sod strips perpendicular to the direction of water flow. Standard Plate Library City of Monticello 3" OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE title: Residential Gravel Construction Entrance ate: 03-05 Plate No. ,evised: 6001 03-15 SHINGL Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE; Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Title: Standard Plate Library City of Monticello PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. Sod Placement 5-07 Plate No. 3-15 6010 PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL. DF (EIGHT DEFLECTOR PLATE )P OF Y RB * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello 0.7 STAPLES PER SO. YD. 4:1 SLOPES -Y IINT Title: Inlet Protection Catch Basin Insert Date: 03-07 Plate No. Revised: 03-15 6004 1.15 STAPLES PER SQ -YD. 3:1 SLOPES 335 STAPLES PER SO. YD. HIGH FLOW CHANNEL B SHORELINE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A B' (15cm) DEEP X B' (1 San) WIDE TRENCH WITH APPROXIMATELY 12- (30an) OF BLANKET EXTENDED BEYOND THE UP-SLCPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12" (30-) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STARING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"(34E-) PORTION OF BLANKET BACK OVER $EED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12' (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESfSTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4- THE FOGIES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 7"-Y (5m-175=)OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT. PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY USTALLED BLANKET. 5, CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE} WITH AN APPROXIMATE r(7 S-) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH NOTE: •IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN S• (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Standard Plate Library City of Monticello Title: Erosion Control Blanket Stapling Patterns & Installation Date: 03-08 Plate No. Revised: 03-15 6011 OVERFLOW,' OVERFLOW SLOT IN SHROUD Standard Plate Library City of Monticello ALL EXCAVA77ON & BACKFILL TO COMPLY WITH CITY EXCAVAPON ORCINANCES AND REQUIRE EXC414ARON PERMIT FROM PUBLIC WORKS OFFICE. DRAINAGE &UTILITY EASEMENT LINE TELEPHONE, TV OR FIBER PEDESTAL 0 Title: NG NUT TACHMENT HOOK .T FABRIC SLEEVE R MnDOT SPECIAL OVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 Inlet Protection Grate Inlet Cover 03-07 Plate No. 03-15 1 6005 UTILITY EASEMENT P/L 11•_13• \ 12' LOT STAKE PE WS WIT LOCATE WIRE STREET U �O.D- OF PIPE Ll FIBER TELE GTY 12- MIN. CO5 lai STAGE OF BAGKFlLL 45° YIN. EASEMENT INSTALLATION SEWER AND WATER STUBBED 11' INSIDE PROPERTY LINE TV OR FIBER w I THE EVENT OF A HYDRANT A1 A PROPERTY CORNER, MOVE NS / (S JOINT E DETAENCH L ABOVE) I I v ELEC. TRANS. AND PEDESTALS BACK a TO MAINTAIN 10' CLEAR SPACE 14. �fI PROPERTY LINE G: LaTJ�42EtE p POS§IBI.E' CD 1 SIr1EVA41.K :.` 0 0 2 M HYBRY�N7": ialr0 WON TREE PLANTING AREA ABACK OF CURB ALL ROAD CROSSINGS TO BE RIGID NMC CONDUITS R/W TO R/W WHERE SIDEWALK OR PATHWAY IS INSTALLED. Standard Plate Library City of Monticello Title: Joint Trench Utility for New Residential Developments )ate: 03-08 Plate No. Revised: 03-15 7002 r p J CD 1 x¢LWa 0 0 2 M ,L ialr0 WON r� ora MOIL <= 0, w? W' ma M wF 1- wOn tn0 p TO a �Fa x¢LWa b [LaWL1 �NB-m ialr0 WON En J UxSEJi^aW w v diW G �OZZ M W W 2 Ja W 0 ��roa zL Z.H I OFFW_ t4 U r k 00zMM a fLL� la W 1= CL z oza 0. a OL`1 ZIO7 4 EE, Q R J LU 2 tn�m In r ED ,3 �?aLA Owa Z O w N W p O O [C arW 0 OIL a c m E m TO a j m� II W + m'% II Em L �3 af ��I I 0. 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WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALL BE TRACE WIRE AROUND I STEEL BRACKET TO I I INSTALLED IMMEDIATELY ADJACENT TO THE SERVICE PIPE. NORTH OR EAST SIDE I NEW STAINLESS STEEL PERMANENTLY I + THE WIRE SHALL BE FASTENED TO THE PIPE WITH TAPE OR OF FITTINGS I BOLT TO ALLOW FOR SECURE ACCESS I # i I MAINLINE TO LATERAL PLASTIC TIES AT T INTERVALS. I WATER SERVICE -PLAN VIEW 1 NO SCALE I BRACKET INSTALLATION BOX TO GRADE FLANGE ABOVE -GROUND TRACE WIRE ACCESS BOX LUG CONNECTOR 1.0' MAX ♦ ----- I PERMANENTLY MOUNTED 2,0'MW (TYP) GRADE LEVEL 1 IN -GROUND # 1.5 MAX FINISHED GRADE TO GRADE FLANGE BOLT 3 -WAY (SEE FRONT VIEW) 1.9' MAX CONNECTOR i TRACE WIRE ACCESS BOX � Y 1.0' MAX I AND DRIVE-IN MAGNESIUM WATER SERVICE I GROUNDING ANODE (SEE {TYP)-----------r WATER SERVICE DETAIL) w- \`� \�/\� _-----� \ /_di TRACE WIREIng AROUND NORTH — — — S I OR EAST SIDE 1� # I GRADELEVELIIN-GROUND 1 OF FITTINGS I TRACE WIRE ACCESS BOX TO CURB STOP BOX o e I t CURB STOP BE INSTALLED ON NORTH OR I #12 AWG COPPER it 5.0' MAX I n,p ABOVE GROUND ACCESS BOX 1 (TYP) EAST SIDE OF WATER SERVICE 1 1.0' MAX 1.0' MAX J CLAD STEEL - BLUE II SECURED TO HYDRANT FLANGE I 11 DRIVE-IN (TYP) II (SEE HYDRANT DETAIL) # I I I I COIL 2' OF EXTRA RED AND BLUE I I MAGNESIUM fl TAPE OR I --- 1 WIRE IN ACCESS BOX. RED I #12 AWG COPPER GROUNDING PLASTICTIE WIRE IS FROM GROUNDING 1 CLAD STEEL - BLUE ANODE ROD (TYP) ANODE AND BLUE WIRE IS 1 (TYP) # I TRACE WIRE ON SERVICE PIPE I I 5.01 MAX #12 AWG COPPER THAT CONNECTS TO THE MAIN I LINE WIRE. I DO NOT SECURE WIRES TO CURB STOP BOX WIRE UNDERNEATH 1.0 MAX I CLAD STEEL - BLUE HYDRANT I TYP (TYP) I I I AS TO ALLOW FOR ADJUSTMENTS WITHOUTIDE I NORTH OR EAST WIRE UNDERNEATH OF HYDRANT SIDE OF EAST I I #12 AWG COPPER CLAD y DAMAGING WIRE LEAD MAIN -RFD, FACTORY 3 1 #12 AWG COPPER CLAD I II STEEL -RED, FACTORY 1 �I�STEEL I CONNECTED TO GROUND ROD CONNECTED TO I GROUND ROD TAPE OR WATER MAIN y PLASTIC TIE y I (TYP) I I WIRE CONTINUES UNDER NOTES: DRIVE-IN MAGNESIUM DRIVE-IN MAGNESIUM 1 HYDRANT LEAD AND DRIVE-IN 1. WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALL BE GROUNDING ANODE (TYP) GROUNDING ANODE 4 I CDNNECTS TO MAIN LINE MAGNESIUM INSTALLED ON THE BOTTOM SIDE OF THE PIPE BELOW THE ROD (1 WIRE (SEE PLAN VIEW) GROUNDING SPRING LINE. THE WIRE SHALL BE FASTENED TO THE PIPE WITH TAPE OR PLASTIC TIES AT 5' INTERVALS. t I ANODE ROD CURB STOP WIRE CONTINUES WITH WATER HYDRANT - PLAN VIEW HYDRANT - SECTION VIEW TRACE WIRE PLAN {WATER) NO SCALE SERVICE AND CONNECTS TO MAINLINE WIRE (SEE PLAN VIEW ABOVE( NO SCALE NO SCALE WATER SERVICE - SECTION VIEW NC SCALE MINNESOTA RURAL WATER ASSOCIATION MINNESOTA RURAL WATER ASSOCIATION MINNESOTA RURAL WATER ASSOCIATION STANDARD DETAIL ro?� STANDARD DETAIL STANDARD DETAIL y 00 TRACE WIRE � 1 y 00 TRACE WIRE � 1 y% 00 TRACE WIRE 4� � SAMPLE WATER PLAN III WATER SERVICE DETAIL HYDRANT DETAIL 1111 It 51, 15 CII It 1111 It 51, 15 CI I it 1111 It 11, 55 ki 1111 May 28. 2014 May 28. 2014 May 28, 2014 L4Library\Municipal\Profes5ienal AssociatonslRural Water Detai155Trece Wire Details 5.28.14.dwg L4Library\Municipal\Profes5ienal AssociationslRural Water DetailslTrace Wire Details 5.28.14.dwg L4Library\Municipal\Profes5ienal AssociationslRural Water Details%Trace Wire Details 5.28.14.dwg RIGHT-OF-WAY I iLNE I TRACE WIRE SHALL BE I 1 912 AWG COPPER ICLAD ROUTED AROUND STEL - GREEN TRACE WIRE SHALL BE No SCALE MANHOLES ON THE NORTH (TYP) I ROUTED AROUND ANDIOR EAST SIDE MANHOLES ON THE NORTH ANDIDR EAST SIDE DRIVE-IN LATERAL LUG MAGNESIUM MAINLINE TO GROUNDING CONNECTOR GROUSINGANODE LUG CONNECTOR #12AWG COPPER CLAD 1.0' MAX ANODE ROD STEEL-GREEN:MAINLINETO {TYP} _ ___ ——"----_ _____---'—JJ \\ MAINLINE TO LATERAL 1 �s r 5 S S ) LUG CONNECTOR / LUG 1.0'MAX I SEWER SERVICE GRADE LEVEL f IN -GROUND TRACE ` TAPE OR #12 AWG COPPER CLAD /� �\ PLASTIC TIE \ (NP) I ON PRIVATE SIDE WIRE ACCESS BOX DIRECTLY ABOVE STEEL - RED, FACTORY 1 SEWER SERVICE CONNECTED TO I 1 I GROUND ROD — — — — — -- 1 ss-sv 1 1 5.0' MAX TAPE OC #12 AWG COPPER TIE NOTES; $.�� MAX CLAD STEEL -GREEN 1 (TYP) 1. WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALL BE DRIVE-IN MAGNESIUM (TYP) INSTALLED IMMEDIATELY ADJACENT TO THE SERVICE PIPE. GROUNDING ANODE 1.D' MAX GRADE LEVEL ! IN -GROUND THE WIRE SHALL BE FASTENED TO THE PIPE WITH TAPE OR ROD DRIVE-IN ACCESS BOX AND DRIVE-IN PLASTIC TIES AT 5' INTERVALS. MAGNESIUM GROUNDING SEWER SERVICE - PLAN VIEW ANODE (SEE SEWER 1 -- — --- m—I SERVICE DETAIL) NO SCALE SEWER SERVICE r--� SaEWER MANHOLE -PLAN VIEW SCALE (TYP) I I 4 -WAY CONNECTOR OR ITWO DRIVE-IN MAGNESIUM 3 GROUNDING ANODE I -WAY CONNECTORS WITH SHORT JUMPER WIRE COIL 2' OF EXTRA RED AND GREEN WIRE LN ACCESS BOX. RED WIRE GRADE LEVEL f IN -GROUND TRACE WIRE (TYP) I IS FROM GROUNDING ANODE AND ACCESS BOX TO BE INSTALLED DIRECTLY I T_✓J F�__WW�._—_ _—T -- -- X `F5 GREEN WIRE IS TRACE WIRE ON OVER SERVICE PIPE THAT CONNECTS TO y RIGHTOF-OF THE MAIN LINE WIRE. ) ST S S 14 It it m i 4 #12 AWG COPPER CLAD MANHOLE STEL - RED, FACTORY f� I (TYP) } r--�, I CONNECTED TO fff f I GROUND RDD CENTERLINE SEWER I I I MAINLINE TO MAGNESIUM TAPE OR SERVICE I GROUNDING ANODE LUG PLASTIC TIE / I I CONNECTOR (TYP) I NOTES:I 1. WIRE SHOWN AWAY FROM PIPE FOR CLARITY. WIRE SHALL BE I ` #12 AWG COPPER CLAD � I STEEL - GREEN I (TYP) 11 DRIVE-INMAGNESIUM GROUNDING ANODE INSTALLED ON THE BOTTOM SIDE OF THE PIPE BELOW THE \ I 1 DRIVE-IN MAGNESIUM ROD — — — — — — SPRING LINE. THE WIRE SHALL BE FASTENED TO THE PIPE 1 11 I GROUNDING ANODE1#12 — — , WITH TAPE OR PLASTIC TIES AT 5' INTERVALS. / I i ROD 5A' MAX AWG O PER SERVICE J MAXSEWER 1.0' CLAD STEEL -GREEN {TYP) TRACE WIRE PLAN (SEWER) Na SCALE WIRE CONTINUES WITH SEWER SERVICE AND CONNECTS TO MAINLINE WIRE (SEE PLAN VIEW SEWER MANHOLE - SECTION VIEW ABOVE) NO SCALE SEWER SERVICE - SECTION VfFW NC SCALE MINNESOTA RURAL WATER ASSOCIATION MINNESOTA RURAL WATER ASSOCIATION MINNESOTA RURAL WATER ASSOCIATION STANDARD DETAIL wo'd'p? STANDARD DETAIL STANDARD DETAIL TRACE WIREF�j 4SAMPLE 00 TRACE WIRE �'d 00 TRACE WIRE j SEWER PLAN SEWER SERVICE DETAIL ��'d SEWER MANHOLE DETAIL Iil 101, 55 51I It lil 101. 55 VTI It lil 101. 55 511 It May 28, 2014 May 28, 2014 May 28, 2014 L:4Library4Municipal\Professional AssociationslRural Water Details%Trace Wire Details 5.28.14.dwg L:4Librar}4Municipal\Professional AssociationslRural Wafter Details\Trace Wire Details 5.28.14.dwg L:4Librar}4Municipal\Professional AsscciatonslRural Water Details%Trace Wire Details 5.28.14.dwg PISNEERenginuel.en-ng CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2022 Pioneer Engineering, P.A. 06-ENG-121158-SHEET-DTLS-CITY FEATHERSTONE KNOW ALL PERSONS BY THESE PRESENTS: That Gold Nugget Development, Inc., a Minnesota corporation, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot A, FEATHERSTONE FIFTH ADDITION according to the recorded plat thereof, Wright County, Minnesota And That part of the Northeast Quarter of Section 22, Township 121, Range 25, Wright County, lying east of the easterly line of the Right—Of—Way of Highway 35. Has caused the some to be surveyed and platted as FEATHERSTONE SIXTH ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said Gold Nugget Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of , 20 Gold Nugget Development, Inc. Signature as Printed Name Title STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of , 20 , by of Gold Nugget Development, Inc., a Minnesota corporation, on behalf of the corporation. Signature Printed Name Notary Public, My Commission Expires SURVEYOR'S CERTIFICATE County I Peter J. Hawkinson do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of STATE OF MINNESOTA COUNTY OF 20 Peter J. Hawkinson, Licensed Land Surveyor Minnesota License No. 42299 The foregoing Surveyor's Certificate was acknowledged before me this day of Surveyor, Minnesota License No. 42299. Signature Printed Name Notary Public, My Commission Expires County SIXTH ADDITION CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of did hereby review and approve this plat of FEATHERSTONE FIFTH ADDITION. Chairperson Secretary CITY COUNCIL, City of Monticello, Minnesota 20 , the Planning Commission of the City of Monticello, Minnesota, This plat of FEATHERSTONE SIXTH ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor WRIGHT COUNTY SURVEYOR City Administrator I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this of , 20 . Wright County Surveyor WRIGHT COUNTY AUDITOR/TREASURER day Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 In Wright County Auditor/Treasurer WRIGHT COUNTY RECORDER Deputy I hereby certify that this instrument was filed in the office of the County Recorder for record on this _ 20 , by Peter J. Hawkinson, Land 20 , at o'clock M. and was duly recorded in Cabinet No. Sleeve as Document No. Wright County Recorder day of g� PI$NEERen ineerin P.A. g CIV II, I;AGISha(RS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 1 OF 3 SHEETS W z Ld Q� z 0r; I r I I I J I I SECTION 22 AND 23, TWP. 121, RGE. 25 WRIGHT COUNTY, MINNESOTA VICINITY MAP NO SCALE Q\\ 010 29 O 2� 6.2-4 _. no,&4 46 Lo M co W O CO N 0 00 NE CORNER OF NE 1/4 Z SEC. 22, TWP, 121, RGE, 25 NW CORNER OF NW 1/4 SEC. 23, TWP. 121, RGE. 2 \A • • W L0 co O 00 U) I FEATHERSTONE Q,+ L 1JI V I I _ 0<0� 0 f�• 1 0) I ��w�• 80 ; 402•, J6 p'0 � C T SIXTH ADDITION LTJ/ , /\ % O 00 l 60 �i�� l' l �7 vc 6 v SE CORNER OF NE 1/4 SEC. 22, TWP, 121, RGE. 25 SW CORNER OF NW 1/4 SEC. 23, TWP, 121, RGE, 2 In N F- M 00 O 00 Z S0005094719W __- 33.00 _,N89009'13"W 85.00 N01 05494419E 12.00 N89°09'13"W 1159.84 N82038002"W 176.14 eco ON nu') 0 (0, Co Z a 9 23\ /4, \ I I i w \ \ LLj Z:3 D \ \ \ n n A Lo \ \ vCo \ \ \ \ \ ° FNT \ \ N \ \ 2>0 \ < \ \ \ \ 80.62 \ \ \ o \ \ o 200 100 0 200 \ \ Scale in Feet \ 1 Inch = 200 Feet SE CORNER OF NE 1/4 SEC. 22, TWP, 121, RGE. 25 SW CORNER OF NW 1/4 SEC. 23, TWP, 121, RGE, 2 In N F- M 00 O 00 Z S0005094719W __- 33.00 _,N89009'13"W 85.00 N01 05494419E 12.00 N89°09'13"W 1159.84 N82038002"W 176.14 eco ON nu') 0 (0, Co Z a 9 23\ /4, I i i i i \ SS8 A3 0 0,0 Cg S7 ' Fr R2010 —425 W o)oco \ �4 4 u) i / L o 00 DETAIL NO SCALE / / 22.21 i R=28.00 i 45°34'23" j co � o0Co / I 35WI 35 I / of � 35U 35 �� �r SO4°02'02"W-- 99.19 BEARING ORIENTATION: THE SOUTH LINE OF OUTLOT A, FEATHERSTONE FOURTH ADDITION, IS ASSUMED TO BEAR SOUTH 89002'58" WEST. OO DENOTES FOUND CAST IRON MONUMENT O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299, OR WILL BE SET IN ACCORDANCE WITH MS SECTION 505.021, SUBD. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. DENOTES CONTROLLED ACCESS PIONEERengineering CMI. F',GISI:HRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 2 OF 3 SHEETS FEATHERSTONE SIXTH INSET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: ADDITION 131.89 S00°57'14"W 50 25 0 50 Scale in Feet 1 Inch = 50 Feet BEARING ORIENTATION: THE SOUTH LINE OF OUTLOT A, FEATHERSTONE FOURTH ADDITION, IS ASSUMED TO BEAR SOUTH 89°02'58" WEST. O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299, OR WILL BE SET IN ACCORDANCE WITH MS SECTION 505.021, SUBD. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. PIONEERengineering CMI. P.SGISI:HRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 3 OF 3 SHEETS 150 75 0 150 Scale in Feet 1 Inch = 150 Feet FEATHERSTONE SIXTH AREA SKETCH ADDITION HATCHED AREA = 405,677 SF. 9.3131 AC. HATCHED AREA BELOW HWL= 57,678 SF. 1.3241 AC. NET AREA= 347,999 SF. 7.9890 AC. PIONEERengineering CMI. P.SGISI:HRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS AREA SUMMARY BLOCK 1 = 156,466 SF, 3.5920 AC. BLOCK 2 = 110,697 SF. 2.5412 AC. BLOCK 3 = 59,770 SF. 1.3721 AC, TOTAL LOT AREA = 326,933 SF. 7.5053 AC, TOTAL OUTLOT AREA =4,805,640 SF. 110.3223 AC, TOTAL R/W AREA = 78,744 SF. 1.8077 AC, R/W AREA 85TH STREET= 71,563 SF, 1.6429 AC. TOTAL AREA = 5,282,880 SF. 121.2782 AC. HATCHED AREA = 405,677 SF. 9.3131 AC. HATCHED AREA BELOW HWL= 57,678 SF. 1.3241 AC. NET AREA= 347,999 SF. 7.9890 AC. PIONEERengineering CMI. P.SGISI:HRS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS � Q D ❑ 00000000000 � O ❑4 � o I -------------- -+-----I---1 T--- I ❑I❑ _ — �� ❑ I El I I o — Lj gI _ o v o y❑i❑i�❑ II 'El I ❑ , ❑ ❑ I El I 1 0 100 200 400 GRAPHIC SCALE IN FEET / 7/ ' _ __ ;� EJ 1: Lj Li 7 > \X,_- --__ L 1 -I-I- O I I L J i --� I - -� In In — — — — ----- L-------------- °" h--- ------------------------� �- i i til I I I I I I i I I i PI$NEEReneneering 00_ENG_ 1171 aa-»>QNAI?u-mow® °wEERe P Ess �ns��r°as u(651)681-1914 Iherebycertiytha[ his planwa papa dby Naae Redaion D- X -XX_XX FEATHERSTONE 3RD ADDITION 2422 Enterprise Drive a or, -nit ,y direct supervision and that I Designed PJG1Mnd HYDROLOGY MAP 1 OF 1 Mendota Heights, MN 55120 Fax: 681-9488 aim a duly Licensed Professional Rngiayer N.1 J. eneae ww.pionee[eng.00m ander the laws o[the State of Minnesota Reg. No. I9860 Dale XX-XX-2017 Dawn MSN MONTICELLO, MINNESOTA © 2017 Pioneer Engineering, P.A. • •�; •i • 0 s � • I • . • '1 • ' . • r-1 -_/§567- 11 95Z 11• 1 • ; W .: _ -� • rMW cv, - •' 415 .XI I� ►�. • • ^ ' VAR �•���"�� Ot� •7 - r _-,.��-�• .•r flit4i��� • �A f ,�► ♦ +ham' • I� ����� -111_ ` Wl • • i. i :1 i • � ■ ■ ■ •�� ',�F��,�V�\ \�` � `��\ ��,'i �w`;� -• .� �1 � I I I����i � �1•�r�, • • �, ice' ■ �� .t -- •. � � ,',�, Ste` �1 ��_ • • �• •` a � � ��,.� _- � algin`,— �I' ' •,:�� 4-50 i LIM ., i i.�� • �+' � � � � �.-'fit:-�. ry • � �2� �I� • ;I� I • Lei • , ► �. i I � / 1 / RAW RK I 1 hereby certify that this plan was prepared. Name Date 02-28-2022 me or under my direct supervision and that I Jennifer L. Thompson Designed TLM It am a duly Licensed Landscape Architect under the laws of the State of Minnesota Reg. No. 44763 Date 02-28-2022 • • 1 • © 2022 Pioneer Engineering, P.A. PLANTING SCHEDULE KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY NOTES OVERSTORY TREES a WATER TO SETTLE PLANTS AND WEAK AND/OR DEFORMED p HACKBERRY/CELTIS OCCIDENTALIS 2" B&B 8 LEADER. DO NOT PAINT SENTRY LINDEN/TILIA AMERICANA 'SENTRY 2" B&B 8 p ° o INSTALLATION. WATERING MUST NORTHERN PIN OAK/QUERCUS ELLIPSOILDALIS 2" B&B 8 SET PLANT ON p o THORNLESS HONEYLOCUST/GLEDITSIA TRIACANTHOS VAR INEMIS 2" B&B 8 PLANTING HOLE. OR THOROUGHLY AUTUMN BLAZE MAPL/ACER X FREEMANII 'JEFFERSRED' 2" B&B 9 t> o°°° PLACE MULCH WITHIN 48 HOURS NORTHWOODS MAPLE/ACER RUBRUM 'NORTHWOODS' 2" B&B 7 THE ROOT FLARE IS AT LANDSCAPE REQUIREMENTS: REQUIRED TREES: 2 TREES/INTERIOR LOT, 4 TREES/CORNER LOT TOTAL REQUIRED TREES =48 TREES TWO TREES PLANTED IN THE BOULEVARD FOR EACH LOT FRONTAGE PROPOSED TREES: 48 LANDSCAPE NOTES - THE LANDSCAPE CONTRACTOR SHALL VISIT THE PROJECT SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. - THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF PROPOSED PHYSICAL START DATE AT LEAST 7 DAYS IN ADVANCE. - THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL EXISTING UTILITY LOCATIONS ON THE PROJECT SITE WITH GOPHER STATE ONE CALL 1-800-252-1166 PRIOR TO COMMENCING WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF EXISTING UTILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. - GRADING TO BE PERFORMED BY OTHERS. - NO PLANT MATERIAL SHALL BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. - ALL PLANT MATERIAL SHALL MEET THE STANDARDS FOUND IN THE AMERICAN ASSOCIATION OF NURSERYMEN -AMERICAN STANDARD FOR NURSERY STOCK. - ALL CONTAINER MATERIAL TO BE GROWN IN THE CONTAINER A MINIMUM OF SIX (6) MONTHS PRIOR TO PLANTING ON SITE. - DECIDUOUS AND CONIFEROUS TREES SHALL NOT BE STAKED, BUT THE LANDSCAPE CONTRACTOR MUST GUARANTEE STANDABILITY TO A WIND SPEED OF 60 M.P.H. - THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM GUARANTEE OF ONE YEAR ONE TIME REPLACEMENT ON NEW PLANT MATERIALS. GUARANTEE SHALL BE AGREED UPON BY DEVELOPER/BUILDER AND LANDSCAPE CONTRACTOR. - THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING OR AFTER INSTALLATION. - IF THERE IS A DESCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER SHOWN ON THE PLANT LIST, THE NUMBER SHOWN ON THE PLAN WILL TAKE PRECEDENCE. -THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE WORK SHOWN ON THE PLAN. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANT SCHEDULE. - COMMERCIAL GRADE POLY LAWN EDGING SHALL BE INSTALLED WHERE NOTED. - THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE SITE CAUSED BY THE PLANTING OPERATION AT NO COST TO THE OWNER. - THE LANDSCAPE CONTRACTOR SHALL KEEP PAVEMENTS CLEAN UNSTAINED- ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS AND PERMITS GOVERNING THE WORK. - STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. 0 50 100 200 GRAPHIC SCALE IN FEET 06-PLAN-121158-SHEET-LAND.DWG O°° O ° o TRIM OUT DEAD WOOD AND a WATER TO SETTLE PLANTS AND WEAK AND/OR DEFORMED p FILL VOIDS. TWIGS. DO NOT CUT Ao ° LEADER. DO NOT PAINT o WATER WITHIN TWO HOURS OF CUTS. p ° o INSTALLATION. WATERING MUST p °a °p p BE SUFFICIENT TO THOROUGHLY SET PLANT ON p o SATURATE ROOT BALL AND UNDISTURBED NATIVE SOIL 0 PLANTING HOLE. OR THOROUGHLY o COMPACTED BACKFILL t> o°°° PLACE MULCH WITHIN 48 HOURS SOIL. INSTALL PLANT SO ° ° Q OF THE SECOND WATERING THE ROOT FLARE IS AT ° o ° 4,6° UNLESS SOIL MOISTURE IS OR UP TO 2" ABOVE THE as o ° apo EXCESSIVE. FINISHED GRADE. ° ° 0 0 a o a ° SHREDDED WOOD MULCH MIN. 4" PLACE PLANT IN PLANTING o o DEEP (DO NOT PLACE MULCH HOLE WITH BURLAP AND AGAINST TRUNK OF TREE). WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN PLUMB AND BACKFILL WITH APPROXIMATELY 12" OF BACKFILL SOIL. BREAK DOWN THE TOP OF ROOTBALL, SIDES OF HOLE WHEN WATER PLANT. REMOVE BACKFILLING. TOPkj OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL II—III—III—I —III—III—� i I=III=III{ y� BURLAP AND NAILS FROM TOP k OF THE BALL. I IL—LII I IL—LII +' I—III—I III— I II—III= REMo ALL TWINE. SCARIFY BOTTOM AND —_ _ _ _ _ III I—III—III—I I—III—I I—_ I I—I I 1= TI1177—�I I—II1-1I II177-1I III77-7III I1=,II SIDES OF HOLE PRIOR TO II I II I II I II I PLANTING. II I II II I II I I I II IIII III 2-3 TIMES BALL DIAMETER 0 50 100 200 GRAPHIC SCALE IN FEET 06-PLAN-121158-SHEET-LAND.DWG Featherstone Sixth Addition Lot Tabulation Block Lot Lot Area (S F) Lot Width at Setback (Feet) Side Lot Side Lot Line (Feet) Line (Feet) 1 1 14630 101.45 142 126 2 1 12070 85 142 142 3 1 12070 85 142 142 4 1 13094 85.32 142 146 5 1 14142 81.94 146 150 6 1 14402 81.94 150 150 7 1 14402 81.94 150 150 8 1 13963 85.58 150 150 9 1 13950 85.81 150 154 10 1 15191 85.27 154 175 11 1 18552 85.27 175 216 1 2 15569 85.16 186 176 2 2 14862 85.05 176 186 3 2 14328 95.18 151 4 2 12229 81.13 151 151 5 2 18838 80 205 225 6 2 15857 80 225 172 7 2 19013 105.76 125 189 1 3 20857 85 321 322 2 3 19557 80 315 321 3 3 19356 80 300 315 2 0 0 0 z LU Tl W 0 00 a a M z �i J 0 IL a LU z z 0 W W W W z LU a a z LU X 0 r` wsb March 30, 2022 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Featherstone 6th Addition Final Plat & Plans — Engineering Review City Project No. 2022-015 WSB Project No. R-020078-000 Dear Mr. Leonard: We have reviewed Featherstone 6th Addition Final Plat and Civil Construction Plans dated March 7, 2022 prepared by Pioneer Engineering. The applicant proposes to construct 21 single family lots within approximately 14 acres of land. 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. General / Preliminary Plat (Plat, Sheets 1 - 3) 1. If the cul-de-sac is proposed to be included with the 6th Addition construction, provide final street names on future plat/plan submittals. 2. It is unclear on the grading plans which portion of the project is proposed to be constructed with the 6th Addition, including the erosion control plan. Provide additional notes and linework. 3. In the utility plans, it appears that the cul-de-sac is outside of the 6th Addition but is shown to be constructed with the project. Provide additional clarification on the plans as to what will be constructed with the 6th Addition. 4. Additional comments were provided directly on the plan sheets. All comments from the plan sheets may not be included with the review letter. Removal Plan (Utility Set Sheet 4) Label in more locations the boundary of the 6th Addition. The current text is also hard to read on the plan (too light). Show and note the existing stormwater basin locations on this plan. K:\020078-000Wdmin\Docs\2022-03-14 Submittal (Final Plat)\_2022-03-30 Featherstone 6th Final Plat - WSB Plan Review.docx Featherstone 6th Final Plat & Plans — Engineering Review March 30, 2022 Page 2 Sanitary Sewer & Watermain Utility Plans (Utility Set Sheets 3, 5-7) General 7. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. Private utility conduit crossings shall be shown for the joint trench. The location of the City's Fibernet conduits also need to be added to the plans. Where sanitary or storm sewer cross the watermain, note "Maintain 18 -Inch Separation, 4" Rigid Insulation". Some were noted, other locations were not. 10. Note to install a cap at the end of the sanitary sewer stubs to future additions (in the plan view in similar format as the watermain). Watermain 11. 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. The plan shows hydrant influence lines at a 500' spacing, update the plan showing a 400' influence. 12. Provide dimension notes for the separation between the watermain and sanitary/storm sewer, the minimum allowed by the MDH is 10'. Add the dimension note(s) on the plan view. 13. The City's design manual only requires butterfly valves for sizes over 12". The City will allow either gate valves or butterfly valves for 12" watermain. 14. Extend the 12" watermain the entire length of 89th to the southerly end of the project instead of reducing to 8". The oversizing credit from the City would apply. 15. Notes to connect to existing '12" DIP watermain' should be changed to `12" PVC C900 watermain', `8" DIP watermain' should be changed to `8" PVC C900 watermain', etc. 16. Provide additional gate valves at the intersection of 89th Street and the future cul-de-sac. 17. Shift water services at the end of the future cul-de-sac to the `active' site of the gate valve 18. The watermain goes directly under future CBMH 332 at the end of the future cul-de-sac. Shift alignment or insulate per City Detail Plate 2005. Sanitary Sewer 19. With sanitary sewer depths of 18' or greater PVC SDR 26 is renuired and fnr denths greater than 26' PVC DR 18 is required. Complete, the applicant is proposing to use PVC C900 used for pipe greater than 18' deep, this is acceptable with the City. K:\020078-000\Admin\Docs\2022-03-14 Submittal (Final Plat)\_2022-03-30 Featherstone 6th Final Plat - WSB Plan Revim.docz Featherstone 6th Final Plat & Plans — Engineering Review March 30, 2022 Page 3 Storm Sewer Construction Plans (Utility Sheet 8) 20. In the storm sewer profile views, show the location of the watermain crossings and add the symbol for insulation and note "Maintain 18" Separation, Install 4" Rigid Insulation". Street Construction Plans (Utility Set Sheets 9, 10) 21. Vertical curves shall meet the MnDOT/AASHTO requirements for a 30 MPH design. Minimum vertical curve length is 90'. Complete. 22. With final plans provide the following: a. 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. b. 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. c. Show mailbox cluster locations on the plans. In -progress, the applicant stated they are working with the local postmaster on the location of the mailbox clusters, a plan will be provided when ready. 23. Note the location of pedestrian curb ramps. Sign & Lighting Plan (Utility Sheet 11) 24. Add proposed mailbox locations on this sheet. In -progress, the applicant stated they are working with the local postmaster on the location of the mailbox clusters, a plan will be provided when ready. Erosion Control. SWPPP & Details (Utility Sheet 1 25. A NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. 26. Ensure that the open permit for Feathersone 5th is amended to include the 6th addition if that is the intent, or that a separate NPDES permit is obtained. It appears that the intent is to use the open permit for the 5th addition as the SWPPP for Featherstone 5th indicates 16.71 acres of disturbance however the open permit (C00059464) indicates 23.13 acres of disturbance. Revise accordingly (contact information, estimated completion date, etc.). 27. Is the intent to use the "Featherstone 5th Addition" SWPPP for the 6th addition? If so, updates will be required as indicated below. a. Revise the title and all other references to the 5th addition to include the 6th addition as well (IE templates for SWPPP amendments, inspection forms, estimated quantities, footers, etc.). K:\020078-000\Admin\Docs\2022-03-14 Submittal (Final Plat)\_2022-03-30 Featherstone 6th Final Plat - WSB Plan Review.docz Featherstone 6th Final Plat & Plans — Engineering Review March 30, 2022 Page 4 b. Revise estimated quantities to include BMPs for the 6th addition (page 219 of the Featherstone 5th SWPPP). c. Revisions needed for section 2.3. d. Etc. 28. Please provide type, quantities, and locations for temporary soil stabilization BMPs as they relate to the 61h addition. Standard Details Plans (Utility Sheets 13 - 20) 29. Provide a detail for the temporary turn -around / cul-de-sac. 30. The thickness of the select granular section shall be determined by the applicant's geotechnical engineer; the recommendation will still need to be reviewed by the City. Grading Plan (Grading Set Sheets 3.0, 3.1, 4.0) 31. Clearly show the construction limits on the pertinent sheets for the current (6th) addition project. Although mass grading was done with the 5th Addition, this also relates to the need to have an accurate representation for the NPDES permitting purposes. 32. Hold up the grade for Lot 4 Block 2 to prevent surface water from Lot 3 from draining across. 33. Hold up the grade for Lot 7 Block 2 to prevent surface water from Lot 6 from draining across. 34. The lowest opening for Lot 6 Block 2 needs to be a minimum of 959.5 to meet minimum freeboard requirements (958.0 EOF +1.5). 35. Provide a grading exhibit for future cul-de-sac to verify watermain depth is adequate. Stormwater Manaaement 36. Update the information in the Stormwater Manual. Refers only the 5th addition. Report should be up to date on the proposed 6th addition. 37. Geotechnical information can be used for preliminary design purposes; however, infiltration testing of the constructed systems will be required to confirm drawdown. 38. Conservation easements and posts should be placed at every lot line over infiltration basins, following the City's Design Manual. Wetland & Environmental 39. The applicant has indicated that there are no wetlands onsite. The site does not contain mapped hydric soils or NWI wetlands. Historic aerial imagery from 1940 and 1950 do not show any apparent hydrologic signatures. K:\020078-000Wdmin\Docs\2022-03-14 Submittal (Final Plat)\_2022-03-30 Featherstone 6th Final Plat - WSB Plan Review.docx Featherstone 6th Final Plat & Plans — Engineering Review March 30, 2022 Page 5 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 James L. Stremel, PE Senior Project Manager K:\020078-000\Admin\Docs\2022-03-14 Submittal (Final Plat)\_2022-03-30 Featherstone 6th Final Plat - WSB Plan Review.docz to MonCITYticello March 28, 2022 Re: Featherstone 6th Addition City Project # 2022-015 OFFICE: 763-295-2711 FAX: 763-295-4404 505 Walnut Street Suite 11 Monticello, MN 55362 The Fire Department has reviewed the drawings dated 2/28/22 as prepared by Pioneer Engineering, and offers the following comments: General Comments 1. Hydrant spacing can be no more than 400 feet. The city is not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the city's standards. Please have the applicant provide a written response addressing the comments above. Please contact the Fire Department with any questions. Sincerely, Dan Klein Fire Marshal www.ci.monticello.mn.us DEPARTMENT OF TRANSPORTATION April 21, 2022 Ms. Angela Schumann Community Development Director City of Monticello RE: C.S. 8605; R.P. 066.641 (MN 25) Featherstone Sixth 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 It was a pleasure meeting with you and City Engineer Matt Leonard on April 14th to discuss the Featherstone Addition platted property. The meeting resulted in a conversation surrounding the need for developing a longer- term vision and plan for access along this portion of Highway 25 between School Boulevard and Wright County CR 106/85th Street NE to accommodate future growth and development. The issues that were discussed surrounding the property's access needs were essential to effective review of the plat and the long-term planning for both of our agencies. Our review is structured into two parts. The first part pertains to our official review and comments of the plat that is required pursuant to the provisions of Minnesota Statutes 505.03, Plats and Surveys. The second part of our review consists of our response to several of the items we discussed at the April 14th meeting relative to the longer-term vision for access to Highway 25 and the potential for a new partial- or full -movement intersection along the corridor. Formal Plat Comments: 1. Mn DOT District 3 has acquired access control along Highway 25 abutting Outlot C in the plat. This should be depicted in the line work of the plat with the appropriate symbiology. 2. There appears to be no encroachments from Outlot C in the plat that abuts Highway 25. 3. As development is proposed for the property bordering Highway 25, there shall be no net increase in storm water runoff to the Highway 25 right of way. 4. Since the property abuts MnDOT right of way, a permit is required to perform any work that may be performed within the State owned right of way. Contact Mark Renn, District 3 Permits Supervisor, at 320/223-6522 for permit information. April 14 Meeting Content: Discussion surrounded development of a longer-term vision and plan for access along Highway 25 between School Boulevard and Wright County CR 106/85th Street NE. This included a request by the City for MnDOT's consideration of an additional full -movement intersection along this segment of the corridor to help in the City's future growth and development plans. An equal opportunity employer Featherstone Sixth Addition Plat April 21, 2022 Page 2 It should be noted that the 2021 corridor study of Highway 25 between Buffalo and Monticello did not include an examination of the benefits and impacts of a new intersection in this segment of the corridor. However, there was previous discussion of such an access during the development and reconstruction of this section of the highway to a four -lane in 2014 that resulted in a median u -turn adjoining this property. 1. MnDOT concurs with the need for a longer-term vision for this portion of Highway 25 and for developing a plan for future access and local street network to support the City's future growth and development in this area. 2. It is understood that the area in Outlot C is presently zoned Agricultural and is being considered for future Light Industrial or Commercial purposes, and the plan for Outlot C is to not mingle traffic with or connect to the portion of the plat intended for Residential purposes. 3. The Highway 25 corridor study identified the median U-turn south of the Meadows (formerly Kjellberg's) manufactured home park to remain in place with a future "loon" to be added to accommodate larger vehicles. The location of this U-turn is at the approximate midpoint distance between School Boulevard and CR 106. 4. A full -movement intersection on or in close -proximity to the existing median U-turn described in #3 would be consistent with MnDOT's access and signal spacing guidelines. These guidelines recommend that in areas planned for urbanization over the next 20 -years that direct access to private property be available through the local road network and, if non-existent, to encourage the development of such a supporting local network. 5. MnDOT would be agreeable to a future partial- or full -movement intersection midway between School Boulevard and CR 106/85`" Street NE contingent upon the concurrent development of local supporting parallel street network. If the City elects to pursue this new intersection, MnDOT would like to be involved in the more detailed planning and design activities of the property to ensure proper intersection control and consideration of traffic impacts. 6. Development of a Traffic Impact Study is recommended for proposed developments exceeding 250 peak - hour vehicle trips or 2,500 or more new daily trips. Please contact Mark Renn, District 3 Permits Supervisor, at 320/223-6522 to request any permits that may be needed with the development of the plat or to coordinate any drainage issues. 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 DEVELOPMENT CONTRACT AND AMENDMENT TO PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) FEA THERSTONE SIXTH ADDITION (PC# 2022-__) THIS DEVELOPMENT CONTACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Contract") dated , 2022, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and GOLD NUGGET DEVELOPMENT, INC., a Minnesota corporation (the "Developer") 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and amendment to Planned Unit Development for FEATHERSTONE SWHADDinoN, referred to in this agreement as the "Plat" and the "Development") consisting of 121 total acres, with approximately 10.33 acres developed in the Sixth Addition. The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). The Developer is developing the Property into 21 single-family residential units and is requesting approval from the City to rezone the property to the R-1 zoning standards pursuant to Resolution No. 2022-025. The Plat will also 221387v1 consist of an outlot for park dedication purposes, associated with the 21 single-family residential units, and two additional outlots for future development. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the Plat with the County Recorder or Registrar of Titles within 365 days after the City Council approves the final Plat or the execution of this Contract, whichever occurs later. The City hereby grants approval to the amendment to Planned Unit Development ("PUD") provided the Development is consistent with the conditions of this Contract and the specific City conditions, requirements, and PUD flexibility as set forth in City Resolution 2022-OXX, City Resolution 2022-OXX, City Resolution 2022-OXX and City Resolution 2022-OXX, adopted by the City Council on 2022, and subject to the conditions of Exhibit Z in the staff report dated April 5, 2022 and April 25r", 2022. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the Plat has been submitted to the Wright County Recorder's Office/Registrar of Title's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. A. Should the Developer convey any lot or lots or outlots in the Development to a third party, the City and the owner of that lot or those lots may amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the 2 221387v1 Developer or other lot owners in the Development. Private agreements between the owners of lots within the Development for shared service or access and related matters necessary for the efficient use of the Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. B. The 21 single-family residential units of the Sixth Addition is not a phased development. All lots will be constructed in a single phase. C. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the Plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. D. Future phases of development, including development of Outlot B and C are subject to submission, review and approval for required applications, including, but not limited to, application for rezoning, preliminary and final plat and may be subject to submission, review and approval for required applications for planned unit development or amendment to planned unit development as determined by the City. 5. PRELIMINARY PLAT STATUS. If the Plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within three (3) yeas after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For three (3) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved Plat and amendment to PUD unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City 3 221387v1 may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. ZONING. Except as otherwise provided herein, the 21 single-family residential units of the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R-1, Single -Family Residence District in effect at the time the development stage planned unit development of Featherstone was approved in September 2003, as they apply to the 21 single family lots in the Sixth Addition. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Development Contract and Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations (3) R-1 Zoning District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final Plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the Plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan C - Sanitary Sewer and Watermain Plan 4 221387v1 Plan D — Civil Details Plan Plan E — Street and Storm Sewer Plan Plan F — Stormwater Management Plan Plan G — Utility Plan Plan H - Street Lighting Plan Plan I - Landscape and Tree Preservation Plans Plan J — Building Plans, fagade elevations and typical architectural design plans Plan K — Sidewalk and Trail Plan Plan L — Sign Plan Plan M — Hydrology Map Plan N — Stormwater Pollution Prevention Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Ponding, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails 5 221387v1 L. Retaining Walls M. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mail boxes installed and the location of all mail boxes. Initial costs of the mail boxes and their installation are the responsibility of the developer. All residential developments (other than standard single family homes) must install locking cluster mail boxes. The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes § 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 11. DESIGN STANDARDS. The applicable Planned Unit Development Zoning District Regulations are equal to those set forth in the PUD Resolution, and the R-1 Zoning District Regulations as specified herein. 6 221387v1 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, of the year following the year of recording of the final Plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Paving of the public streets shall be in conformance with the most current City of Monticello General Specifications and Standard Detail Plans. 7 221387v1 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 221387v1 17. GRADING PLAN AND CERTIFICATION. The Plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the Plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will 9 221387v1 endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this paragraph. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 20. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration and City planning -related expenses associated with processing of the Plat, PUD and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $6,098.29 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat and PUD development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $6,098.29 escrow, which is separate and in addition to any other escrow funds for 10 221387v1 this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The fees owed by the Developer to the City under this section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 21. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $24,393.17 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. 11 221387v1 B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $X,XXX.00 [to be inserted upon submission of estimated grading cost] escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, ]2 221387v1 discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA TRUNK AREA CHARGE. The Development is subject to a storm sewer area charge of $34,101.32.00. The area charge is based on the net area of the final Plat less any area credit for pond area, and is calculated as follows: 7.9 acres x $4,268.00 (Base Fee/Net Acre) _ $34,101.32 No alternate ponding fee is attributable to the 21 single-family units of the plat. The total storm sewer area charge for the Development of $34,101.32.00 shall be assessed against the property if not paid by the Developer in cash at the time of final Plat approval at developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 24. SANITARY SEWER TRUNK AREA CHARGE. The Development is subject to a sanitary sewer area charge of $33,474. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 21 units x $1,594.00 per unit = $33,474.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Plat approval at developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 25. WATER MAIN AREA TRUNK CHARGE. The Development is subject to a water main area charge of $24,822.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 13 221387v1 21 units x $1,182.00 per unit = $24,822.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final Plat approval at developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 26. PARK DEDICATION. A. The area of the 21 single-family residential units within the plat is subject to park dedication requirements. The Developer agrees to provide a warranty deed to the City for Outlot A, Featherstone Sixth Addition, totaling 1.02acres, in satisfaction of the park dedication requirements for this phase of the Development. B. Outlot B will be subject to the applicable park dedication requirements at the time of platting. C. As the plat and PUD of Featherstone have progressed, the developer has not completed the full dedication requirement for the residential acreage within the plat. For the reduced residential plat area, the total required park dedication land area is approximately 13.17 acres. As proposed, including land dedication proposed for Outlot B, the developer would dedicate approximately 11.95 acres. The amount of deficiency is 1.4 acres. Therefore, the developer will provide a cash -in -lieu payment in satisfaction of the park dedication deficiency to be paid with the Sixth Addition. The cash -in -lieu equivalent amount is $20,533.80 and is based on the current county market value. This amount may be contributed toward the completion of the trail along 85th Street. 27. LANDSCAPING. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and the City approved Landscape Plan, along with compliance of the boulevard tree requirements. 14 221387v1 28. SPECIAL PROVISIONS. The following special provisions shall apply to Plat development: A. Implementation of the recommendations listed in the City Engineer's Letter dated March 30, 2022. dated B. Implementation of the City Fire Marshal's Letter dated March 28, 2022. C. Implementation of recommendations and comments listed in MnDOT's Report D. Implementation of the recommendations of Resolution Nos. 2022-OXX, 2022-OXX, 2022-OXX and 2022-OXX, including the City Staff recommendation listed in Exhibit Z. E. Prior to City Council approval of the final Plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $6,300.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 21 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. F. Developer and this Development is subject to the Public Improvement and Special Assessment Agreement dated December 10, 2018 between the City and Developer and attached hereto as Exhibit "C". The 9.03 acres of the 21 single-family residential units of single-family Sixth Addition will be assessed $4,009.32 of the assessment for PID 155-246-000010. Pursuant to the Public Improvement and Special Assessment Agreement, the remaining assessment for PID 155-246-000010 in the estimated 15 221387v1 amount of $8,104.18 and the full assessment in the amount of $8,936.24 for PID 155-500-232200 will be assigned to Outot B, Featherstone Sixth Addition. The full assessment in the amount of $35,176.76 for PID 155-500-221101 will be assigned to Outlot C, Featherstone Sixth Addition. G. The developer will be required to construct a trail along a portion of 85th Street and through Outlot A as part of the development. The developer is responsible for 25% of the construction cost. The City is responsible for 75% of the construction cost. The City will provide a credit to the developer for the construction cost of the trail. After application of the cash -in -lieu value of the parkland deficiency, the estimated credit to the developer is $38,428.76. The final credit amount will be based on actual construction costs. H. Developer shall provide access to the single-family residential units by extending service from Eaton Circle and 891h Street NE and subject to the review and approval by the City Engineer. I. The PUD of Featherstone is hereby amended to: a. Transition the boundary between residential and commercial/industrial to follow the section line, leaving approximately 79 acres for commercial and industrial uses within Outlot C. b. Reaffirm that the future commercial area will consist of up to 10 acres in area. c. Affirm that the layout of the 10 acre commercial area will be identified based on an approved preliminary plat, development stage PUD and subsequent rezoning of the area at the time of development. d. Require that the commercial/industrial area will be subject to a future plat, rezoning, and PUD approvals as determined by the City, but notwithstanding the specific lines shown in the Comprehensive Plan future land use layout. e. Create a Development Stage approval for a series of up to 56 detached single family lots along the extension of 89th Street between the 6th Addition and 85th Street as shown in the concept plan attached, subject to PUD conditions identified in this report, generally following the standards of the T -N, Traditional Neighborhood District. Those standards, at minimum shall include: 16 221387v1 1. 7,500 square feet of lot area. 2. 45-65 foot lot widths. 3. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. 4. Building sizes of 1,050 finished, and 2,000 square feet finishable area. 5. Garage square footage of at least 480 square feet 6. Roof pitches of at least 5:12. 7. Brick/Stone on front fagade equal to at least 20% of all front -facing surfaces. 8. Livable portions of the home exposed to the front street no less than 40% of the width of the structure. 9. Usable front porches or similar features. 10. Front entry doors no greater than 6 feet farther back from the garage doors. 11. Extensive buffer of landscaping along the Easterly industrial border, including a common privacy boundary line fence. J. Phased development of the small -lot single family area shall, as requirement of its first phase, either: Connect 89th Street NE from its terminus at the 6" Addition to a new intersection with 85th Street NE; or ii. Connect 89th Street NE from its terminus at the 6th Addition to an intersection with 86th Street NE. K. The Developer is required to submit the final Plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 29. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit from a bank (security) for $XXX,XXX.00, plus a cash fee of $ [both amounts to be inserted with verification of grading, lighting, street sign and mailbox estimates] for City 17 221387v1 engineering, expenses and administration. The irrevocable letter of credit or other security deemed acceptable to the City is referred to throughout this Agreement as the "Security". The Security shall be in the form attached hereto as Exhibit `B", from a bank approved by the City. The bank shall be authorized to do business in the State of Minnesota, and shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. The amount of the Security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer $ 84,390.00 Watermain $ 99,739.80 Storm Sewer/Draintile/Infiltration Basin $ 77,551.00 Internal Streets/Sidewalks/Trails $348,148.40 Lighting/Mailboxes/Street Signage $ Retaining Walls $ CONSTRUCTION SUB -TOTAL (ESTIMATED) $ 0.00 Lot Corners/Iron Monuments $ 6,300.00 TOTAL COSTS $XXX,XXX.XX TOTAL SECURITIES: Total Costs X 125% $XXX,XXX.XX This breakdown is for historical reference; it is not a restriction on the use of the Security. The bank shall be subject to the approval of the City Administrator. The Security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the Security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the Security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the Security, the City may also draw it down. If 18 221387v1 the Security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the Security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as Security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. B. To guarantee compliance with the terms of this agreement, the Developer shall furnish the City with another letter of credit, in the form attached hereto, from a bank ("security") for $ for grading. Landscaping securities shall be provided on a lot by lot basis. The amount of the security was calculated as follows: Grading TOTAL $ .00 $ XX,XXX.00 30. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final Plat approval: Legal (1 %) City Administration and Planning (1 %) Engineering and Inspection (7%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) Streets and Utilities Review & Inspection (4%) Total Cash Requirements * Fees reconciled to actual expenses at close of project. $ 6,098.29* $ 6,098.29* $ X,XXX.XX $ 20,656.58 $ XX,XXX.XX 19 221387v1 31. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for public improvements and underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 32. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the Plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Plat. The Developer shall deposit with the City the amount set forth in Section 30 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat 20 221387v1 approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, plus interest at 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final Plat approval by the City of Monticello or the date of this contract, whichever is later. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt Plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall 21 221387v1 be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 33. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty- eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 34. MISCELLANEOUS. A. The Developer represents to the City that the Plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the Plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the Plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. 22 221387v1 E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this Contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for 23 221387v1 one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the Plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. K. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 24 221387v1 35. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Gold Nugget Development, Inc., 8857 Zealand Avenue North, Brooklyn Park, MN 55445. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. Remainder ofpage intentionally left blank. Signatures on the following pages. 25 221387v1 CITY OF MONTICELLO (SEAL) n STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2022, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 26 221387v1 DEVELOPER: GOLD NUGGET DEVELOPMENT, INC. Lo STATE OF MINNESOTA ) ( ss. COUNTY OF Its The foregoing instrument was acknowledged before me this 2022, by , the Development, Inc., a Minnesota corporation, on behalf of said entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ day of of Gold Nugget 27 221387v1 EXHIBIT "A" TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (PC2022- Legal Description of Property Being Final Platted as FEATHERSTONE SIXTH ADDITION Outlot A, Featherstone Fifth Addition, according to the recorded plat thereof, Wright County, Minnesota. And That part of the Northeast Quarter of Section 22, Township 121, Range 25, Wright County, lying east of the easterly line of the Right -of -Way of Highway 25. EXCEPT Parcel 236A as shown on Minnesota Department of Transportation Right of Way Plat No. 86-128. 28 221387v1 EXHIBIT `B" IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated 12 , of (Name of Bank) b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. :• Its 29 221387v1 EXHIBIT "C" Attach copy of Public Improvement and Special Assessment Agreement dated December 10, 2018. 30 221387v1 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, which mortgage is dated and recorded with the Wright County Recorder/Registrar of Titles as document number agrees that the Development Contract and Planned Unit Development Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2022. Its STATE OF ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2022, by a DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ the of Notary Public on behalf of the [print name] [title] 31 221387v1 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT , a , fee owner of all or part of the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this day of , 2022. itz STATE OF MINNESOTA ) (ss. COUNTY OF ) Its The foregoing instrument was acknowledged before me this 2022, by , the a Minnesota Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ [print name] [title] day of , of on behalf of the entity. 32 221387v1 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: () Claims Made () Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES 33 221387v1 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence -OR- Combined Single Limit Policy Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On MM Authorized Insurance Representative 34 221387v1 FEATHERSTONE 6th ADDITION SUMMARY OF EXPENSES/FINANCE PLAN 6th Addition v4 - 4/19/22 Developer to verify items in yellow highlight Total Acres in Residental Development 150.46 gross 151 net Total Acres in Phase 9.03 gross 7.99 net Total Units in Development 240 Single Family (pending current amendment) Townhome Multi -Family Total Units in Phase 21 Single Family Townhome Multi -Family Trunk Area Charges & Park Dedication Sanitary Sewer Watermain Storm Sewer Roads, Street Signs, Sidewalks/Trails Lighting, Mailboxes Acreage Acres or Credits Net Notes Escrows based on public improvement costs Charge Units Lot Corners/Iron Monuments $300 21 Total Construction Cost for the purpose of calculating LOC I cost X 1 Maximum allowable reduction prior to acceptance and bond 90.00% Assessment $2,000 minimum; Actual; cost reconciled at project completion Park & Pathway Dedication 1.00% $6,098.29 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection Park Dedication Required for phase (11 %) 11% 1.02 $2,000 minimum; Actual; cost reconciled at project completion Grading, Restoration & Land dedication provided via Outlot A 6th Addition ty Credt for Trail Construction (85th and Park) $0.03 $38,428.76 -$38,428.76 See attached spreadsheet on calculations; based on actual Special Assessments Streets and Utilities Review & Inspection 4.00% $24,393.17 Lift Station Total City Fees NA Paid if applicable Little Mountain Booster Station NA Paid if applicable 85th & Th 25 Signal Agreement $444 9.03 $4,009.32 AC share of $25,481.40 (57.40 AC, PID 155-246-000010); Balance to Outlot B $444 0 $0.00 AC share of $8,936.24 (20.13 AC, PID 155-500-232200) Sanitary Sewer (unit) $1,594 21 NA $33,474.00 2022 Rate, Paid at prevailing rate at time of platting Watermain (unit) $1,182 21 NA $24,822.00 2022 Rate, Paid at prevailing rate at time of platting Storm Sewer Base (net acres) $4,268 7.99 $34,101.32 2022 Rate, Paid at prevailing rate at time of platting Storm Sewer Alternate net acres $4,374 acre NA Pay at final plat or assessed by lot Total amount to Assess i 1 $57,977.88 Per Lot Assessment based on (#) units L 1 21 1 $2,760.85 City Review & Inspection Escrow City Fees/Escrows/Securities) Sanitary Sewer Watermain Storm Sewer Roads, Street Signs, Sidewalks/Trails Lighting, Mailboxes $0.00 All landscaping is lot specific $84,390.00 $99,739.80 $77,551.00 $348,148.40 Notes Escrows based on public improvement costs Planning 1.00% Lot Corners/Iron Monuments $300 21 Total Construction Cost for the purpose of calculating LOC I cost X 1 Maximum allowable reduction prior to acceptance and bond 90.00% $6,098.29 $2,000 minimum; Actual; cost reconciled at project completion Legal 1.00% $6,098.29 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection $2,000 minimum; Actual; cost reconciled at project completion Grading, Restoration & 3.00% $0.03 Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $24,393.17 Total City Fees $36,589.78 Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) Sanitary Sewer Watermain Storm Sewer Roads, Street Signs, Sidewalks/Trails Lighting, Mailboxes $0.00 All landscaping is lot specific $84,390.00 $99,739.80 $77,551.00 $348,148.40 Notes Includes Conservation Easement posts Construction total (for purpose of calculating other fees) $609,829.20 Lot Corners/Iron Monuments $300 21 Total Construction Cost for the purpose of calculating LOC I cost X 1 Maximum allowable reduction prior to acceptance and bond 90.00% $6,300.00 $616,129.20 $770,161.50 $693,145.35 Update to only new area being disturbed for 6th addition utilities, road, Estimated site grading cost for calculation of escrow (not an LOC) stockpiles Landscaping Prairie Restoration Tree Preservation Grading $3,000 $0.00 All landscaping is lot specific NA Based on estimate of restoration and maintenance cost NA $3,000.00 Surety for grading to plan and restoration - disturbed area for 6th DEVELOPMENT CONTRACT (Developer Installed Improvements) FEATHERSTONE SIXTHADDITION TRUNK UTILITY EXTENSION 15) THIS DEVELOPMENT CONTACT ("Contract") dated , 2022, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and GOLD NUGGET DEVELOPMENT, INC., a Minnesota corporation (the "Developer"). 1. REQUEST FOR APPROVAL. Pursuant to Resolution No. 2022-0XX and Resolution No. 2022-OXX, the City has approved the plat and Development Contract and Planned Unit Development Agreement for Featherstone Sixth Addition ("plat"). The plat consists of 21 single family residential units, and Outlots A, B and C. As part of the plat and development of the plat, the Developer has asked the City to approve by this separate agreement trunk line extensions from the residential portion of the plat through Outlot B, Featherstone Sixth Addition ("Trunk Line Extensions"). The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). 2. CONDITIONS OF APPROVAL. The City hereby approves the Trunk Line Extension on condition that the Developer enter into this Contract, furnish the security required by it, and record this 221420v1 Contract with the County Recorder or Registrar of Titles in conjunction with the recording of the Featherstone Sixth Addition plat and development agreement within 365 days after the City Council approves the plat. 3. RIGHT TO PROCEED. Unless separate written approval has been given by the City, as evidenced by grading, utility or building permits or other written authorization to proceed, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat of Featherstone Sixth Addition and this Contract have been recorded with Wright County, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. CHANGES IN OFFICIAL CONTROLS. For three (3) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved Development unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, and not in conflict with any portion of the development already completed or under construction, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, Subdivision or dedication requirements enacted after the date of this Contract. 5. DEVELOPMENT PLANS / PUBLIC IMPROVEMENTS. The Trunk Line Extensions shall be developed in accordance with the following plans ("Plans") which the City has approved. The Plans shall not be attached to this Contract. If the plans vary from the written terms of this Contract, the written terms shall control. The Plans are: 2 221420v1 Plan A - Final Grading, Drainage, and Erosion Control Plan Plan B - Sanitary Sewer and Watermain Plan Plan C — Civil Details Plan The Developer shall construct and pay 100% of the cost of the above improvements in accordance with the Plans. The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors/engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors/engineer subject to Developer's plans and specifications. The Developer or its engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. All labor and work shall be done and performed in good and workmanlike manner and in material conformance with the Plans. No material deviations from the Plans will be permitted unless approved in writing by the City. The Developer agrees to furnish to the City a list of contractors being considered for retention by the Developer for the performance of the work required by the Contract. The Developer shall not do any work or furnish any materials not covered by the Plans and special conditions of this Contract, 3 221420v1 for which reimbursement is expected from the City, unless such work is first ordered in writing by the City Engineer as provided in the specifications. 6. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 7. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter upon the property to perform all work and inspections deemed appropriate by the City in conjunction with the Trunk Line Extensions. 8. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water 4 221420v1 Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Trunk Line Extensions is in full compliance with the approved erosion control plan and storm water control measures are in place. 9. GRADING PLAN AND CERTIFICATION. The Trunk Line Extensions shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in the Plans. The grading plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading, the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; and b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. 10. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 5 221420v1 11. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration and City planning -related expenses associated with processing the Trunk Line Extension and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,733.00 escrow for the Trunk Line Extensions, which is separate and in addition to any other escrow funds. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Trunk Line Extensions. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,733.93 escrow for the Trunk Line Extensions, which is separate and in addition to any other escrow funds. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The fees owed by the Developer to the City under this section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Trunk Line Extensions have been completed in accordance with this Contract. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 6 221420v1 12. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $10,935.70 escrow, which is separate and in addition to any other escrow funds for the Trunk Line Extensions, to pay the fees owed to the City under this section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $X,XX.XX [to be inserted based on estimated grading cost] escrow, which is 7 221420v1 separate and in addition to any other escrow funds for the Trunk Line Extensions. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Trunk Line Extensions have been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 13. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 14. SANITARY SEWER TRUNK AREA CHARGE. The Trunk Line Extensions are subject to a sanitary sewer area credit of $X,XXX.XX [to be inserted based on information from developer's engineer and verified by the City Engineer] for material oversizing of the lines. This 221420v1 amount will be credited against trunk utility charges applicable to the 21 single-family units in the Sixth Addition. 15. WATER MAIN AREA TRUNK CHARGE. The Trunk Line Extensions are subject to a water main area credit of $X,XXX.XX [to be inserted based on information from developer's engineer and verified by the City Engineer] for material oversizing of the lines. This amount will be credited against trunk utility charges applicable to the 21 single-family units in the Sixth Addition. 16. SPECIAL PROVISIONS. The following special provisions shall apply to the Trunk Line Extensions: A. Implementation of the recommendations listed in the City Engineer's Letter dated March 30, 2022. B. Implementation of the recommendations of Resolution Nos. 2022 -XX and Resolution 2022-OXX, including the City Staff recommendation listed in Exhibit Z. C. The Developer is required to submit to the City all construction record drawings (e.g., grading, utilities, and streets) in electronic format in accordance with standard City specifications. 17. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this Contract, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit from a bank (security) for $341,740.76, plus a cash fee of $XX,XXX.XX [to be inserted following submission of grading estimate] for City engineering, expenses and administration. The irrevocable letter of credit or other security deemed acceptable to the City is referred to throughout this Agreement as the "Security". The Security shall be in the form attached hereto as Exhibit `B", from a bank approved by the City. The bank shall be authorized to do business in the State of Minnesota, and 9 221420v1 shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Trunk Line Extensions work. The amount of the Security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer $ 161,890.01 Watermain $ 111,502.60 TOTAL COSTS $ 273,392.61 TOTAL SECURITIES: Total Costs X 125% $ 341,740.76 This breakdown is for historical reference; it is not a restriction on the use of the Security. The bank shall be subject to the approval of the City Administrator. The Security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the Security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the Security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the Security, the City may also draw it down. If the Security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the Security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as Security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. 10 221420v1 B. To guarantee compliance with the terms of this agreement, the Developer shall furnish the City with another letter of credit, in the form attached hereto, from a bank ("security") for $ for grading. The amount of the security was calculated as follows: Grading TOTAL $ .00 $ XX,XXX.00 18. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final Trunk Line Extensions approval: Legal (2%) City Administration and Planning (2%) Engineering and Inspection (7%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) Streets and Utilities Review & Inspection (4%) Total Cash Requirements * Fees reconciled to actual expenses at close of project. $ 2,733.93* $ 2,733.93* $ X,XXX.XX* $10,935.70* $XX,XXX.XX* 19. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for public improvements and underground utilities is two (2) years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used 11 221420v1 to pay for warranty work. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 20. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the Trunk Line Extensions, including but not limited to reasonable legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Trunk Line Extensions, the preparation of this Contract, review of Plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting the Trunk Line Extensions. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from development approval and the Trunk Line Extensions. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable over a ten year period, in ten equal principal installments, plus interest at 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final Trunk Line Extensions approval by the City of Monticello or the date of this Contract, whichever is later. 12 221420v1 E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. 21. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty- eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 22. MISCELLANEOUS. A. The Developer represents to the City that the Trunk Line Extensions comply with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the Trunk Line Extensions cease to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. 13 221420v1 D. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. E. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this Contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. F. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing this Contract or when any ground disturbance commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. 14 221420v1 G. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. H. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the land, until all conditions of assignment are met. 35. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: Gold Nugget Development, Inc., 8857 Zealand Avenue North, Brooklyn Park, MN 55445. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. Remainder of page intentionally left blank. Signatures on the following pages. 15 221420v1 CITY OF MONTICELLO LIN (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 DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 16 221420v1 DEVELOPER: GOLD NUGGET DEVELOPMENT, INC. Lo STATE OF MINNESOTA ) ( ss. COUNTY OF Its The foregoing instrument was acknowledged before me this _ 2022, by , the Development, Inc., a Minnesota corporation, on behalf of said entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ day of of Gold Nugget 17 221420v1 EXHIBIT "A" Outlot B, Featherstone Sixth Addition 18 221420v1 EXHIBIT `B" IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated 12 , of (Name of Bank)"• b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at _Address of Bank) , on or before 4:00 p.m. on November 30, This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Its 19 221420v1 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, which mortgage is dated and recorded with the Wright County Recorder/Registrar of Titles as document number agrees that the Development Contract and Planned Unit Development Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2022. STATE OF ss. COUNTY OF Its The foregoing instrument was acknowledged before me this day of 2022, by DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ the of Notary Public on behalf of the [print name] [title] 20 221420v1 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT , a , fee owner of all or part of the subject property, the development of which is governed by the foregoing Development Contract and Planned Unit Development Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this day of 12022. itz STATE OF MINNESOTA ) (ss. COUNTY OF ) Its The foregoing instrument was acknowledged before me this 2022, by , the a Minnesota Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ [print name] [title] day of , of on behalf of the entity. 21 2214200 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: () Claims Made () Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES 22 221420v1 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence -OR- Combined Single Limit Policy Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On MM Authorized Insurance Representative 23 221420v1 FEATHERSTONE 6th ADDITION SUMMARY OF EXPENSES/FINANCE PLAN Trunk Extensions (Remains with Gold Nugget) V5 - 04/21/22 Developer to verify items in yellow highlight Trunk Area Charges & Park Dedication Acreage Acres or Credits Net Notes Charge Units Escrows based on public improvement costs Assessment 1.00% Park & Pathway Dedication $2,733.93 $2,000 minimum; Actual; cost reconciled at project completion Legal 1.00% Special Assessments $2,733.93 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection Lift Station $2,000 minimum; Actual; cost reconciled at project completion NA Paid if applicable Little Mountain Booster Station $0.03 NA Paid if applicable 85th & Th 25 Signal Agreement Streets and Utilities Review & Inspection See 6th Addition Development Agreement Sanitary Sewer (unit) $10,935.70 Material Only NA Paid at prevailing rate at time of platting Watermain (unit) $16,403.59 Verify NA Paid at prevailing rate at time of platting Storm Sewer Base (net acres) NA Paid at prevailing rate at time of platting Storm Sewer Alternate net acres Pay at final plat or assessed by lot Total amount to Assess in Per Lot Assessment based on (#) units 26 $0.00 City Review & Inspection Escrows Escrows based on public improvement costs City Admin and Planning 1.00% $2,733.93 $2,000 minimum; Actual; cost reconciled at project completion Legal 1.00% $2,733.93 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection $2,000 minimum; Actual; cost reconciled at project completion Grading, Restoration & 3.00% $0.03 Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $10,935.70 Total City Fees $16,403.59 Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) Sanitary Sewer Watermain Storm Sewer Roads, Street Signs, Sidewalks/Trails Lighting, Mailboxes Construction total (for purpose of calculating other fees) Lot Corners/Iron Monuments $300 Total Construction Cost for the purpose of calculating LOC Maximum allowable reduction prior to acceptance and bond Estimated site grading cost for calculation of LOC Landscaping Prairie Restoration Tree Preservation Notes $161,890.01 $111,502.60 NA NA NA 392.61 NA $273,392.61 $341,740.76 90.00%1 $307,566.691 DArea of trunk disturbance NA JAII landscaping is lot NA Based on estimate c NA Area of trunk utility disturbance FUTURE LAND USE MAP MIXED NEIGHBORHOOD (MN) The Mixed Neighborhood designation applies to areas of the City intended for mixed land use types including single-family detached housing, duplexes, townhomes, and medium - density multi -family buildings as well as small scale commercial uses. Residential densities in these areas generally range between 8 and 12 units per acre, corresponding to site area allowances of 3,500-5,400 square feet per unit. These areas are residential in character but could also have neighborhood serving commercial uses that provide for the sale of goods and services generally needed on a day-to-day basis. The character of these areas is defined by the limited scale of businesses operating in these designations and may include local services, offices, small-scale retail stores and childcare centers. Other compatible uses, such as schools, nursing homes, fraternal organizations, private parks and religious facilities may also locate in this designation. Residential • Single -Family Residential • Two -Family Residential • Multi -Family Residential • Senior Living Facility Commercial • Small Scale Office/ Retail • Daycare Centers • Personal Service Public/institutional • Schools Recreational • Parks/Playgrounds Open Space • Sensitive Habitat MONTICELLO 2040 VISION + PLAN Primary Mode Vehicular (slow speeds) Secondary Mode R. Pedestrian paths /1 and trails C�b Bicycle facilities and parking f Transit or Shuttle Service • Density - 8-12 units/acre (Low -Mid Density Residential) • Height - 1-2 stories • Lot Area - 3,500-5,400 sq. ft. per unit n2018 Correlating �♦ Zoning District TN Traditional Neighborhood District R-2 Single and Two Family Residence District R-3 Medium Density Residential District B-1 Neighborhood Business District t 11 EMPLOYMENT CAMPUS (EC) This designation primarily applies to areas used for research and development, medical laboratories, advanced manufacturing, green technology, renewable energy, computer technology, professional and corporate offices and industrial engineering facilities. Some commercial uses such as restaurants and hotels are also allowed. Characteristics such as noise, vibration and odor do not occur or do not generate significant impacts. Hazardous materials handling and storage may also occur but must be stored indoors or screened from the public right-of-way. The Employment Campus designation is characterized by a campus -like environment of one and two-story buildings on large parcels. It also provides a high level of amenities including pedestrian connections and architectural and landscape treatment that maintain high standards of visual quality in a campus like environment. Employment Research and Development Advanced Manufacturing Green Technology Renewable Resources • Professional and Corporate Offices • Industrial Engineering Facilities Commercial • Restaurant • Convenience Retail • Corporate Hotel Recreational • Plaza • Public Space Primary Mode Vehicular with access to collectors and arterials �i Transit or shuttle service Secondary Mode Pedestrian -friendly streetscape Bicycle facilities and parking • Floor Area Ratio (FAR) 0.50 to 0.75 • Height - Up to 6 stories • Lot Area - N/A ♦� 2018 Correlating Zoning District IBC Business Campus District 80 t((� LAND USE, GROWTH AND ORDERLY ANNEXATION City Council Agenda: 04/25/2022 4C. Consideration of a request for Amendment to the City of Monticello Zoning Ordinance for adoption of The Pointes at Cedar Planned Development District and an amendment to the City of Monticello Zoning Ordinance for an amendment to the boundary of the Freeway Bonus Sign Overlay District. Applicant: City of Monticello Prepared by: Meeting Date: ❑ Consent Agenda Item NAC/Community Development Director 04/25/2022 ® Regular Agenda Item Reviewed by: Approved by: Chief Building & Zoning Official, City Administrator Community and Economic Development Coordinator, Project Engineer, Fire Marshal ACTION REQUESTED Decision 1: Adoption of The Pointes at Cedar District Motion to adopt Ordinance No. 776 for amendment to the Monticello Zoning Ordinance Chapters and Sections relating to The Pointes at Cedar District (PCD), including adoption of an amendment to the Official Zoning map for the boundaries of The Pointes at Cedar District, based on findings in Resolution PC -2022-027 and adopt Summary Ordinance 776A for publication. The Planning Commission recommends adoption of the Pointes at Cedar District. Decision 2: Amendment to the Freeway Bonus Sign District Motion to adopt Ordinance No. 776 for amendment to the Monticello Zoning Ordinance for an amendment to the boundary to the Freeway Bonus Sign Overlay District, based on findings in Resolution PC -2022-028. The Planning Commission recommends adoption of the amendment to the Freeway Bous District. REFERENCE AND BACKGROUND Property: 155258000010, 155265000010, 155265001010, 155258001010, 155258000030,155500142300,155500142303,155500142401, 155213002010,155500142305,155500142304,155230000010, 155098000030,155227000010,155227001010 Planning Case Number: 2021-052 Request(s): Deadline for Decision: Land Use Designation: Zoning Designation: Overlays/Environmental Regulations Applicable: Current Site Use: Surrounding Land Uses: ANALYSIS City Council Agenda: 04/25/2022 Ordinance amendments in support of the adoption of the Comprehensive Plan's The Pointes at Cedar Small Area Plan goals. NA Commercial -Residential Flex B-3/13-4, PUD Freeway Bonus Sign Overlay District Mixed Commercial, Residential, Agricultural North: Commercial East: Residential — PUD and Industrial (1-2) South: Commercial B-4/Residential R-3 West: Commercial B-4/13-3 In September 2021, the City adopted an amendment to its Comprehensive Plan for inclusion of The Pointes at Cedar Small Area Plan. The Pointes at Cedar Small Area Plan represents the reimagining of a prominent land area in the core of Monticello as an exceptional neighborhood in which to live, work and play. The approximately 100 -acre project area combines a varied mix of commercial services, residential living opportunities, and public open space amenities. The Pointes at Cedar is centered on a significant recreational water feature and surrounded by a series of interconnected public spaces. The Pointes at Cedar is intended to encourage private development that values and builds on these distinctive public areas. While the Small Area Plan set the vision and broader design goals for the area, revision to the City's zoning district language and requirements is necessary as the Zoning Ordinance is the regulatory tool for implementing the objectives of the Comprehensive Plan. Zoning regulations establish a consistent framework for applying the City's goals as stated in the Comprehensive Plan, and in this case, the Small Area Plan for the Pointes project area. Additionally, the current zoning ordinances require update to address signage allowances in the Freeway Bonus Sign District which would conflict with the proposed ordinance. The draft amendments proposed therefore focus on The Pointes at Cedar District (PCD) zoning regulations. The PCD is the zoning district in which the Small Area Plan is geographically located and centered. City Council Agenda: 04/25/2022 To help provide direction for the ordinance update, the City created a small working group consisting of Council members, Planning Commission members, and representatives of the public, including property owner interests in the area. The group reviewed the Small Area Plan objectives and developed a framework for use and performance standards. From those meetings, a set of recommendations for the PCD land use regulations was developed in draft form. The recommended changes were brought to the Planning Commission and City Council in a joint workshop in February 2022. The Planning Commission and Council provided further direction to staff on the ordinance, particularly in the areas of process and review requirements. It was understood from these workshops that the ordinance should establish a set of baseline zoning regulations while accommodating flexibility (versus a guide -only approach). The ordinance draft presented for review and hearing includes the following primary elements: 1. Purpose: Provides for alignment with the Small Area Plan. This section of ordinance also includes language for general application, conflicts between zoning provisions, and non- conformity. 2. Process Requirements: The procedure for application and review of applications has been developed based on the input of the Zoning Ordinance Work Group as well as the City Attorney, who has advised that the process must be consistent with MN Statutes 15.99 for review timelines. The PCD process provides for a required pre -application meeting, an optional (but recommended) concept submittal and required development stage application. The process includes a rigorous evaluation at the Concept Plan submittal level. This is intended to provide the proposer with clear direction on the project's compliance with the PCD ordinance and Small Area Plan goals. The required Development Stage Permit is a Conditional Use Permit. Therefore, although a given use may be permitted within the district, application and approval of a Development Stage Permit is required to commence. The process is a modified form of PUD, with a heavier reliance on early submission of materials at the Concept level. The greater specificity in the proposed District code language, combined with the pre -application meetings with staff, is intended to give prospective developers more certainty on the goals and requirements for development in the district. The "Final Stage" component required of the typical PUD process is eliminated and will be a function of staff review and requirements for consistency with the Development Stage approval conditions. City Council Agenda: 04/25/2022 Because a PUD can be somewhat directionless at the beginning, the full three -stage review process is often required to allow appropriate refinement of the project. The PCD, by contrast, is more extensively defined. The goal of the Zoning Work Group was to streamline the process for developers and designers, but still allow thorough public review. 3. Applicable Standards: The proposed ordinance establishes standards applicable to commercial and residential uses within the district, including allowable uses, density and Floor Area Ratio thresholds. The ordinance provides for flexibility in setbacks in recognition of the unique nature of the site relative to the public spaces. This section also provides the requirement for shared/cross parking across the district. 4. Biome Sub -Districts: Development of subdistricts to reflect the three biome areas as provided in the Small Area Plan, with accompanying regulations for architecture and other site performance standards. These standards were developed based on the Small Area Plan and the feedback of the Zoning Ordinance Work Group. An image gallery is proposed to be added to support the text standards presented as part of the ordinance for adoption. This gallery will be processed as a forthcoming amendment to the PCD as staff is working to develop a gallery of public -use or credited images. 5. Existing PUD Zoning: The planned unit developments previously approved for Deephaven's residential district and Monticello Lakes will continue to apply for the term specified in their individual development agreements. After that time, the rezoning of the land within The Pointes to "Pointes at Cedar District" will supersede the PUDs, unless otherwise extended by the City Council. A companion Pointes at Cedar District (PCD) zoning map, including sub -districts, has been prepared for review and adoption. The map encompasses the entirety of the Small Area Plan's geographic area. It is included in this report as an exhibit but is also included within the ordinance itself. The amendment to ordinance therefore includes the establishment of The Pointes at Cedar zoning district as part of the City's Official Zoning Map. Staff have contacted all property owners within the district to discuss the ordinance and provide background information on The Pointes at Cedar project. All property owners within the proposed district area and 350' of the proposed district were mailed a public hearing notice. Freeway Bonus Sign Overlay District Map Amendment In addition to establishment of The Pointes at Cedar District, the Commission is asked to amend the boundaries of the Freeway Bonus Sign Overlay District. The FBS District boundaries encompass the northerly portion of the proposed PCD. The PCD ordinance as drafted includes specific signage requirements, including a requirement for monument and consolidated signage City Council Agenda: 04/25/2022 consistent with each sub -district. Pylon signage is not allowed in the PCD as drafted. As such, the boundaries of the FBS would need to be amended to exclude any land within the proposed PCD boundary. Budget Impact: NAC's work on the ordinance progressed under a contract proposal for services of $14,500. II. Staff Workload Impact: City staff spent a considerable amount of time in the review of ordinance and work with the Zoning Work Group, estimated at 30 hours. III. Comprehensive Plan Impact: Adoption of an ordinance providing the necessary implementation infrastructure for development within The Pointes area is consistent with the adopted Pointes at Cedar Small Area Plan, which is adopted as part of the 2040 Plan. Excerpt of the Small Area Plan's guidance are included for reference. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed this item on April 5, 2022, holding a public hearing on the item. Staff provided an overview of the ordinance contents, explaining that the Zoning Work Group team had reviewed several site images and design styles as part of their work. He also noted the group worked through the application and review process requirements. Mr. Konsor indicated that the presented ordinance is reflective of the work of the group, with the additional language noted by staff. The Commission confirmed that the biome theme was incorporated into the ordinance throughout. The Commission inquired whether amendments to the ordinance could be made. Staff stated that amendments to the PCD ordinance would be processed in the same manner as other zoning ordinance amendments. Staff clarified that the Zoning Ordinance Work Group had outlined a series of items to address within the ordinance version presented to City Council. These included additional drive-through location allowances, clarification on administrative adjustments, and general grammar and clerical corrections. It was also note that the image gallery is a work in progress, as images need to be confirmed for public use. No public was present to address the Commission on the item. Following the hearing, the Planning Commission recommended approval of the amendment to the zoning ordinance for addition of the Pointes at Cedar District, with the additional language noted by staff, including amendment to the Freeway Bonus District. City Council Agenda: 04/25/2022 STAFF RECOMMENDATION Staff recommends approval. Revision of the zoning ordinance in support of the land use and performance standards of the Small Area Plan is a necessary step in achieving the vision set by the plan. In addition, outside of the metropolitan area, it is the city's zoning ordinance which prevails in land use development. As such, zoning ordinance which reflect the Comprehensive Plan's The Pointes at Cedar Small Area plan is critical. Further, the ordinance presented is reflective of the feedback received both the PCD Zoning Work Group meetings and the joint Planning Commission and City Council session. SUPPORTING DATA A. Ordinance No. 776 — Draft B. Summary Ordinance 776A C. Resolution PC -2022-027, The Pointes at Cedar Zoning District D. Resolution PC -2022-028, Amendment to Freeway Bonus District E. Aerial Image —The Pointes at Cedar area F. Aerial image — Current Boundary of Freeway Bonus Sign Overlay District G. Aerial image — Updated Boundary of Freeway Bonus Sign Overlay District H. The Pointes at Cedar Sub -Districts Zoning Map — Draft I. Monticello Official Zoning Map J. The Pointes at Cedar Small Area Plan, excerpts K. Monticello 2040 Plan, excerpts ORDINANCE NO. 776 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE POINTES AT CEDAR DISTRICT (PCD) AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B- 4, REGIONAL BUSINESS DISTRICT AND PUD, PLANNED UNIT DEVELOPMENT DISTRICT PCD, POINTES AT CEDAR DISTRICT: See Exhibit A for Legal Descriptions AND AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, FOR AMENDMENT TO THE FREEWAY BONUS SIGN OVERLAY DISTRICT BOUNDARY INLCUDING REMOVAL OF THE FOLLOWOING PARCELS: Lot 1, Block 1, Deephaven; Lot 1, Block 1 Deephaven 2; Lots 1-4, Deephaven 3 THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Chapter 3 Title 10 — Zoning Districts is hereby amended by adding the following: 3.9 Pointes at Cedar District (A) Purpose. The purpose of the PCD, Pointes at Cedar District is to provide for the development of certain real estate subject to the District for mixed land uses consistent with the direction of the Pointes at Cedar Small Area Plan chapter of the Comprehensive Plan. (B) Permitted Uses. Permitted principal uses in the Pointes at Cedar District shall be those identified in the Zoning District and on the PCD Zoning Map. The introduction of any other use from any district shall be reviewed under the requirements of the PCD requirements and process. (C) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to the principal uses, as specifically identified by the approved Development Stage plans for each approved project. (D) District Performance Standards. Performance standards for the development of any lot in the Pointes at Cedar District shall adhere to the approved Development Stage plans and development agreement. In such case where any proposed improvement is not addressed by ORDINANCE NO. 776 the Development Stage PCD plans, such improvement shall only be considered with an amendment to the Development Stage plans per the process specified in the Ordinance. (E) Amendments. Where changes to any proposed project in the PCD 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 approved Development Stage PCD plan under the terms of the PCD text and requirements. The City may require that substantial changes in overall use of the PCD property be processed as a new project, including a zoning district amendment. Section 2. The zoning Ordinance is hereby amended to incorporate the district language of the PCD attached to this ordinance as Exhibit B. Section 3. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from R-3, Medium Density Residential District to Country Club Manor PUD District, Planned Unit Development: See attached Exhibit A for legal description. Section 4. The zoning map of the City of Monticello is hereby amended to remove the following parcels from the Freeway Bonus Sign Overlay District: Lot 1, Block 1, Deephaven; Lot 1, Block 1 Deephaven 2; Lots 1-4, Deephaven 3 Section S. 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 6. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this day of , 2022 2 ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: ORDINANCE NO. 776 Lloyd Hilgart, Mayor EXHIBIT A ORDINANCE NO. 776 155258000010 Outlot A, Deephaven, Wright County, Minnesota 155265000010 Outlot A, Deephaven 2, Wright County, Minnesota 155265001010 Lot 1, Block 1, Deephaven 2, Wright County, Minnesota 155258001010 Lot 1, Block 1, Deephaven, Wright County, Minnesota 155258000030 Outlot C, Deephaven, Wright County, Minnesota 155500142300 A tract of land in the South Half of the Northwest Quarter of Section 14, Township 121, Range 25 described as follows: Commencing at the Northeast corner of said South Half of the Northwest Quarter of said Section 14; thence West on the North line of said South Half of the Northwest Quarter of Section 14, for a distance of 64 rods for a point of beginning; thence South on a line parallel to the East line of said South Half of the Northwest Quarter of Section 14, for a distance of 56 rods to a point; thence West on a line parallel to the North line of said South Half of the Northwest Quarter to State Highway No. 25; thence Northeasterly along said State Highway No. 25 to the North line of said South Half of Northwest Quarter; thence East on said North line of said South Half of the Northwest Quarter to the point of beginning; Except the South 550 feet thereof, Wright County, Minnesota. Except that part platted as Commercial Plaza 25; Also except that part platted as Kampschroer Addition; Also except that portion of Cedar Street contained in Doc. No. A1485433 155500142303 The South 550 feet of that part of the South % of the Northwest % of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows: Commencing at the Northeast corner of said South %2 of the Northwest %; thence along north line of said South % of the Northwest % on an assumed bearing of South 89 degrees 08 minutes 38 seconds West a distance of 1,056 feet to the point of beginning; thence South 00 degrees 07 minutes 17 seconds West parallel with the east line of said South % of the Northwest % a distance of 924 feet; thence South 89 degrees 08 minutes 38 seconds West, parallel with the north line of said South % of the Northwest %, a distance of 831.61 feet to the center line of old Minnesota Highway Number 25; thence North 27 degrees 42 minutes 10 seconds East, along said center line, a distance of 1,051.81 feet to the North line of said South % of the Northwest Quarter; thence North 89 degrees 08 minutes 38 seconds East, along said North line, a distance of 344.52 feet to the point of beginning. Except therefrom that part of the South % of the M ORDINANCE NO. 776 Northwest % of said Section 14 described as commencing at the Northeast corner of said South of the Northwest %; thence along the North line of said South % of the Northwest % on an assumed bearing of South 89 degrees 08 minutes 38 seconds West a distance of 1,056 feet; thence South 00 degrees 07 minutes 17 seconds West parallel with the East line of said South of the Northwest %, a distance of 924 feet; thence South 89 degrees 08 minutes 38 seconds West, parallel with the North line of said South % of the Northwest %, a distance of 319.14 feet to the actual point of beginning; thence continuing South 89 degrees 08 minutes 38 seconds West, a distance of 512.47 feet to the center line of old Minnesota Highway Number 25; thence North 27 degrees 42 minutes 10 seconds East, along said center line, a distance of 386.16 feet; thence North 89 degrees 08 minutes 38 seconds East, parallel with the north line of said South of the Northwest %, a distance of 333.83 feet; thence South 00 degrees 09 minutes 07 seconds West a distance of 339.23 feet to the point of beginning; also except That part of the South % of the Northwest % of Section 14, Township 121, Range 25, Wright County, Minnesota described as follows: Commencing at the Northeast corner of said South % of the Northwest %; thence on an assumed bearing of South 89 degrees 08 minutes 38 seconds West, along the North line of said South % of the Northwest %, 1056.00 feet; thence South 00 degrees 07 minutes 17 seconds West, parallel with the East line of said South % of the Northwest Y4,632.54 feet to the centerline of a 80 foot roadway and utility easement and the actual point of beginning; thence continue South 00 degrees 07 minutes 17 seconds West, on said parallel line, 291.46 feet; thence South 89 degrees 08 minutes 38 seconds West parallel with the North line of said South % of the Northwest %, 319.14 feet to the east line of a tract of land recorded in Book 293 of Deeds, page 872 in the Office of the Wright County Recorder; thence North 00 degrees 09 minutes 07 seconds East, along said East line and its northerly extension, 342.26 feet to the centerline of said 80 foot roadway and utility easement; thence North 89 degrees 08 minutes 38 seconds East, along said centerline, 17.39 feet; thence continue along said centerline 64.41 feet easterly along a tangential curve, concave southerly, having a central angle of 12 degrees 18 minutes 08 seconds and a radius of 300 feet; thence South 78 degrees 33 minutes 14 seconds East, along said centerline, tangent to curve, 159.19 feet; thence 63.27 feet easterly along said centerline on a tangential curve, concave northerly, having a central angle of 12 degrees 05 minutes 02 seconds and a radius of 300 feet; thence North 89 degrees 21 minutes 44 seconds East, along said centerline, 18.25 feet to the actual point of beginning. Also except that part platted as Kampschroer Addition; Also except that portion of Cedar Street contained in Doc. No. A1485433 155500142401 That part of the South one-half of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows: Beginning at the Northeast corner of said South one-half of Northwest Quarter of said Section 14; thence South along the East line of said South one half of Northwest Quarter for a distance of 126 feet to a point; thence West on a line parallel to the North line of said South one-half of Northwest Quarter for a distance of 330 feet to a point; thence North on a line parallel to the East line of said South one-half of Northwest Quarter for a distance of 126 feet to a point; thence East for a distance of 330 feet to the point of beginning. 5 ORDINANCE NO. 776 155213002010 Lot 1, Block 2, Amax Addition, Wright County, Minnesota 155500142305 That part of the South Half of the Northwest Quarter of Section 14, Township 121, Range 25, Wright county, Minnesota, which lies Westerly of the East 106.38 feet of a tract described as follows: Commencing at the Northeast corner of said South Half of the Northwest Quarter, thence on an assumed bearing of South 89 degrees 08 minutes 38 seconds West, along the North line of said South Half of the Northwest Quarter, 1056.00 feet, thence South 00 degrees 07 minutes 17 seconds West, parallel with the East line of said South Half of the Northwest Quarter, 632.54 feet to the centerline of a 80.00 foot roadway and utility easement and the actual point of beginning, thence continue South 00 degrees 07 minutes 17 seconds West, on said parallel line, 291.46 feet, thence South 89 degrees 08 minutes 38 seconds West, parallel with the North line of said South Half of the Northwest Quarter, 319.14 feet to the East line of a tract of land recorded in Book 293 of Deeds, page 872, in the Office of the Wright County Recorder, thence North 00 degrees 09 minutes 07 seconds East along said East line and its northerly extension, 342.26 feet to the centerline of said 80.00 foot roadway and utility easement, thence North 89 degrees 08 minutes 38 seconds East, along said centerline, 17.39 feet, thence continue along said centerline, 64.41 feet Easterly along a tangential curve, concave southerly, having a central angle of 12 degrees 18 minutes 08 seconds and a radius of 300.00 feet, thence South 78 degrees 33 minutes 14 seconds East, along said centerline, tangent to curve, 159.19 feet, thence 63.27 feet easterly along said centerline on a tangential curve, concave northerly, having a central angle of 12 degrees 05 minutes 02 seconds and a radius of 300.00 feet, thence North 89 degrees 21 minutes 44 seconds East, along said centerline, 18.25 feet to the actual point of beginning. 155500142304 That part of the South Half of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows: Commencing at the northeast corner of said South Half of the Northwest Quarter, thence on an assumed bearing of the South 89 degrees 8 minutes 38 seconds West along the North line of said South Half of Northwest Quarter, 1056.00 feet; thence South 00 degrees 07 minutes 17 seconds West, parallel with the East line of said South Half of the Northwest Quarter, 632.54 feet to the centerline of a 80.00 foot roadway and utility easement and the actual point of beginning, thence continue South 00 degrees 7 minutes 17 seconds West on said parallel line, 291.46 feet, thence South 89 degrees 8 minutes 38 seconds West, parallel with the North line of said South Half of the Northwest Quarter, 319.14 feet to the East line of a tract of land recorded in Book 293 of Deeds, page 872, thence North 00 degrees 09 minutes 07 seconds East, along said East line and its Northerly extension 342.26 feet to the centerline of said 80.0 foot roadway and utility easement, thence North 89 degrees 08 minutes 38 seconds East, along said centerline, 17.39 feet, thence continuing along said centerline, 64.41 feet Easterly along a tangential curve, concave Southerly, having a central angle of 12 degrees 18 minutes 08 seconds and a radius of 300 feet, thence South 78 degrees 33 minutes 14 seconds East along said centerline, tangent to curve, 159.19 feet, thence 63.27 feet along said centerline on a tangential curve, concave Northerly, having a central angle of 12 0 ORDINANCE NO. 776 degrees 05 minutes 02 seconds, and a radius of 300.00 feet, thence North 89 degrees 21 minutes 44 seconds East along said centerline 18.25 feet to the actual point of beginning. EXCEPT that part of said land which lies Westerly of the East 106.38 feet. 155230000010 Outlot A, Cedar Street Addition, Wright County, Minnesota 155098000030 Outlot C, Monticello Business Center, Wright County, Minnesota 155227000010 Outlot A, Monticello Business Center 7th Addition, Wright County, Minnesota 155227001010 Lot 1, Block 1, Monticello Business Center 7th Addition, Wright County, Minnesota EXHIBIT B 7 ORDINANCE NO. 776 [See full Pointes at Cedar Zoning District on Next Page] r .t. � 1 1 • tr -� � � 4.e ` y i !"iv L�` ��\ , ly � e��� ;�� 0` is M� '. ~ � ��• � t MUM l��� Ok". l��,e�17i/�rl..c Ylilt- 1,; r �O �I `���`I1 �' • % !t // :11 I IpI n ;�.����a '��� �_�« °"1r"a'a�'�/%..��:� �/_��, A � �,IIL � (�-'- l:r�-.. �.._�e- ��4, �• �`'��.� � 7 �`�'" R �-�� -.f. �; �;�La� v.'g •/ phi _-- ` �Am�tu - Pplllllldl� 1 IIIoL;I �� ,Ir',illN fiil1"!"; uI I ,µ i iti ► . ci�plll Iliiil�;,; u(iil��;�� % -'t' '�. i,M.I 11111IL•.�,I .+i.YP,y • 1%- __ �,a I 1 ..� 'W� P� � as �,j''tt��� WWWOq�! �,' I ':'nom 'Q�� 1 �'�"•A� I�1 j �1? i _ _�►— I I ^r, !�cl; I, �'�y_ \ /����ml I�,I� �'��4�1 �1� }i� i�� ii i �/G`;I�`�j ,.� -. r Purpose The purpose of The Pointes at Cedar District (PCD) is to implement the goals, policies and specific design requirements of The Pointes at Cedar Small Area Plan (SAP), a chapter of the Monticello 2040 Comprehensive Plan. In accordance with the SAP, the PCD ordinance establishes three subdistricts. Each subdistrict with its specific uses and development expectations are clustered around a separate pool of The Pointes at Cedar lake and its public spaces. Each subdistrict's public and private improvements are intended to be developed in accordance with the applicable "biome" concept as identified in The Pointes SAP. Architecture, landscape architecture, and all site elements are to be designed and constructed in consistency with the biome theme within which the site is located. The three subdistricts are: • Populus: Reflects Northern Minnesota coniferous forest areas • Tilia: Reflects Central Minnesota's Big Woods and more heavily popu- lated/developed regions • Quercus: Reflects Southwestern Minnesota's prairie and oak savanna Project proposals must demonstrate how they advance the goals of the SAP and the PCD District as a precondition of successful consideration. A finding by the City Council that the proposed development activity is inconsistent with the Pointes at Cedar Small Area Plan (SAP), or with this Ordinance, is grounds for denial of any application for such development. It is the exclusive role of the City Council, with consideration of recommendation and analysis from various advisory bodies of the City, including City staff, to determine whether a development proposal reaches the requirement of consistency with The Pointes SAP and this ordinance. A. Application of Ordinance The PCD applies to all private and public lands within the subject area of The Pointes Small Area Plan and as depicted on the PCD zoning map. The PCD zoning regulations establish compatibility requirements for prospec- tive development interests consistent with the intent of The Pointes SAP. The PCD regulates the uses, standards, and expectations of all new develop- ment in the District. Similarly, where this Ordinance is silent on any specific aspect of performance standards, the generally applicable regulations of the Zoning Ordinance shall apply, provided they do not conflict with the intent of The Pointes at Cedar Small Area Plan. The PCD regulations include specifically allowed uses. The uses listed herein are the complete list. The Community Development Department may evalu- ate proposed uses that are not specifically listed and make a determination as to whether a proposed use is both consistent with the listed uses and accept- able as related to land use compatibility and standards of development. The Community Development Department will make an administrative decision regarding such use determinations. The City Council shall consider, under the Zoning Ordinance appeal process, any disputes over such determinations. The PCD regulations also include finishing standards and graphic illustrations of examples of the scope and range of potentially suitable projects and site elements. While the District has minimum performance standards, it also is intended to inspire creativity within the themes of each "biome" sub -district. B. Conflicts Between Other Standards In cases where two or more ordinance standards conflict, this subsection shall apply. The determination as to which control applies shall be made by the Community Development Department. The following standards shall govern the Community Development Department and the Board of Adjustment and Appeals in issuing use interpretations: (a) Greater consistency with the goals and objectives contained within the adopted The Pointes at Cedar Small Area Plan; (b) A superior level of building form, design, or architecture; (c) Increased compatibility with adjacent development and surround ing community character; (d) Enhanced environmental quality and natural resource protection. C. Non -Conforming Uses Within the PCD zoning district, development and uses pre-exist the adoption of the PCD. These are considered legal non -conformities and may be con- tinued under the requirements of the applicable Zoning Ordinance sections regulating such uses and standards. Expansions or intensifications of existing uses may be considered but shall be subject to the Process Requirements of this Ordinance. Pointes at Cedar District Process Requirements Project applications will be evaluated as to their consistency with the appli- cable PCD subdistrict regulations. Applicants should expect to understand the relevant goals and design values and elements of The Pointes at Cedar Small Area Plan, explain their interpretation of those goals and standards, and identify in specific detail how their proposal comports with those goals and standards. This is an affirmative expectation of any application, and its design- ers, owners, and applicants. The PCD requires a distinct process for making application for development of any property within the district. (1) Pre -Application Prior to formal application, applicants are required to arrange one or more pre -application meetings with the Community Development Depart- ment, and other appropriate staff, to ensure that plan design and develop- ment starts off with the clearest set of goals. The pre -application meeting(s) will outline for the proposed applicant the evaluation and review process for Concept and Development Permit, and how projects may be enhanced to meet the goals of the SAP and PCD. At its sole discretion, Community Development staff may waive the pre -application requirement for a phased project which has received prior review under the PCD application process. (2) Concept Plan Submittal The Concept Plan Submittal provides the guiding framework for any devel- opment within the PCD. The Pointes SAP, along with the subsequent text and graphic representations of appropriate development in this ordinance establish a specific outline for development projects. Prior to submitting a Development Stage Permit application for the pro- posed development, submission of a Concept Plan is strongly encouraged. The Concept Plan shall be presented to the Planning Commission and City Council at a concurrent work session, as scheduled by the Community Development Department. The purpose of the Concept Plan joint meeting is to gain a common and thorough understanding of the project, how the proposed project com- plies with the general goals and specific requirements of The Pointes at Cedar SAP and the PCD regulations. Concept Plan submittal will require a significant amount of submission material for review and consideration to determine consistency with the SAP and PCD standards. It shall be the responsibility of the applicant Pointes at Cedar District to explain and illustrate how the project meets the goals and require- ments of The Pointes at Cedar Small Area Plan and the requirements of The Pointes at Cedar District. Concept Plan Submittal consideration shall not run concurrent with the Development Stage application. A Concept Plan Submittal review grants no development rights. (a) Concept Plan Submittal Procedure: i. Concept Plan Submittals shall be considered by a joint meet- ing of the City Council and Planning Commission. Other City commissions or committees may participate upon request and identification by the Mayor, the Planning Commission Chair, or the Community Development Director. ii. The Joint meeting shall be public and noticed in the official newspaper and on the City's website. A mailed notice to property owners shall be required to all property owners in the PCD, and any other property owners within 350 feet of the subject parcel. iii. The joint meeting shall be held in worksession format and shall not be a formal public hearing. The Mayor may invite members of the public to speak on the matter as time allows, at the Mayor's discretion. iv. The submitter of the Concept Plan shall be provided an op- portunity to address the joint meeting, with time allotted as directed by the Mayor. V. City staff and/or consultants will provide an evaluation of the Concept Plan based on the following six categories: a) Consistency with the Pointes at Cedar Small Area Plan goals, design values and elements b) Use and Building Architecture (Principle and Accessory) c) Landscape Design and Elements d) Connectivity (Internal to the project site, to the public space, and to external points) e) Other Site and Building Elements (Utilities, Me- chanicals, Service Areas, Signage, Lighting, Etc.) f) Special Features (Outdoor Spaces, Art, Rooftop Elements, Sustainable Features, Etc.) vi. During the concurrent meeting, the Planning Commission and City Council may make comment on the merit, need- ed changes, and suggested conditions which may assist the proposer in future application for Development Stage Permit. 3 vii. The Planning Commission and City Council may also take comment from the public as part of the joint meeting. viii. The Council and Planning Commission shall make no for- mal decision as part of the consideration. The City Council and Planning Commission's comments are explicitly not an approval or decision on the project. ix. The Council and Planning Commission's feedback is intend- ed to provide feedback related to the submitter on the Con- cept Plan's consistency with the items in section iv above. X. Other elements may be identified as required as part of the Concept review or separate Development Stage Permit review. The Concept Plan comments do not necessarily constitute the entire list of elements that an applicant may be required to include. xi. Following the joint meeting of the Planning Commission and City Council, within 15 business days of the joint meeting, City staff shall provide the submitter with a summary report of the identifiable comments, terms and directions that the submitter shall consider as a part of a Development Stage Permit application. This report is not necessarily a summary of all requirements for further consideration, and may be reconsidered, supplemented, or amended by the City Council as the project proceeds through subsequent review. (b) Concept Plan Submission Requirements Completed submittal on the required City form. Narrative, including: • Explanation of the applicant's Relevant goals and stan- dards. • Explanation of the applicant's interpretation of the City goals and standards, and how the proposal comports with those goals and standards. • The Narrative must also include a listing of any PCD requirements that the applicant seeks to be modified un- der the development plan, and how those modifications are supported by the overall goals and objectives of the PCD and the Pointes Small Area Plan. • The Narrative shall further include a summary statement of the applicant's efforts to address each of the following six categories, which are not necessarily equal in weight of evaluation importance: a) Consistency with the Pointes at Cedar Small Area Plan goals and design values and elements b) Use and building architecture c) Landscape design and elements d) Connectivity e) Other site & building elements f) Special features iii. Site Plan Maps, including: a) Certificate of Survey signed by registered surveyor and dated within 6 months of application b) Preliminary topography (by survey, Lidar data, or similar source) c) Public and private utility locations and easements d) Site analysis map, with significant features, views, issues, etc. e) Concept Site Development Plan, with all proposed buildings, site improvements, setbacks, land cover (acreage of pervious/impervious) addressed f) Acreage tabulation for Lots, Blocks, Easements and Outlots g) Concept stormwater plan, including a focus on the capture, treatment, and return of stormwater to the central lake feature including impervious/pervious acreage iv. Proposed Buildings and Uses, including: a) Architecture addressing the specific PCD Biome setting. b) Proposed range of principal and accessory uses for each building and throughout site c) Preliminary building elevations from all exposures d) Preliminary 3-D perspective sketch/rendering of the site and buildings e) Preliminary schematic floor plans and square foot- age, including underground parking V. Proposed Site Landscape including: a) Preliminary plant materials addressing the specific biome setting b) General landscape ground covers (grasses, mulch, other plantings) c) Other surface treatments, including pavements and decorative pavement concepts, pedestrian areas, and other use areas d) Preliminary perspective sketch of landscape at full growth (may be incorporated into the Building and Use perspective sketch). 4 Pointes at Cedar District vi. Connectivity, including: a) Pedestrian connections internal to the project site and to adjacent private property b) Pedestrian connections to the public space central to The Pointes at Cedar c) Pedestrian connections to the external pedestrian/ multi -modal system surrounding The Pointes at Cedar vii. Other Proposed Elements, including: a) Preliminary plans addressing the location and de- sign for mechanicals and appurtenances, screening, signage, lighting, public and/or private utilities viii. Special Features descriptions, including artwork, noted vistas, patios, rooftop seating, public elements, and any other aspects of the proposed project that the applicant believes elevates the project above the standard require- ments. (3) Development Stage Permit A Development Stage Permit, for the purposes of this District, is a Condi- tional Use Permit, as authorized in MN Stat. Chapter 462.3595. Concept Plan submission consideration shall not run concurrent with the Development Stage application. If required, the platting process may run concurrent with the Development Stage application. Approval of a Development Stage Permit in the PCD grants development rights to a project application only once all required conditions of the City Council's approval have been met. Amendments to approved Development Stage Permits shall be considered under a specific process as outlined by this PCD ordinance. In accordance with MN Stat. Chapter 15.99, the City has 60 days from the date a n application for Development Stage Permit is found to be complete to make a decision as to approval or denial of a Development Stage Permit application. The City may, as allowed under the statute, extend the dead- line to a total of 120 days. (a) Development Stage Permit Procedure: i. The Development Stage Permit recommendation meet- ing shall be held by the Planning Commission and shall be public and noticed in the official newspaper and on the City's website, among other notice options. A mailed notice to property owners shall be required to all prop- erty owners in the PCD, and any other property owners within 350 feet of the subject parcel. ii. The Planning Commission shall hold a public hearing as a component of its consideration of Development Stage Permit review. iii. The applicant for Development Stage Permit shall be pro- vided an opportunity to address the public hearing, with time allotted as directed by the Chair. iv. The purpose of the Development Stage Permit review by Planning Commission is to gain a common and thorough understanding of the project, how the proposed project complies with the general goals and specific require- ments of the applicable City Plans, how the proposal responds to comments and requirements suggested by the Concept Permit and provide the Planning Commis- sion the opportunity to identify recommended changes, conditions, and elements to the City Council. V. The Planning Commission may seek and/or incorporate comments of other City commissions, committees, and/ or staff as an aspect of its review and recommendation. vi. City staff shall prepare a specific review of the Approved Concept Plan relative to the Development Stage appli- cation and an updated evaluation of the following six categories: a) Consistency with the Pointes at Cedar Small Area Plan goals, design values and elements b) Use and Building Architecture c) Landscape Design and Elements d) Connectivity e) Other Site & Building Elements f) Special Features vii. The Planning Commission shall make a recommenda- tion to the City Council as to approval or denial of the Development Stage Permit application, based on the evaluation of the application, and other comments. The Commission's recommendation, its' assigned conditions and findings for its recommendation shall be reported to the Council through its minutes and/or other report as its findings of fact for the record. Pointes at Cedar District 5 viii. Upon Planning Commission action on the Development Stage Permit application shall be considered by the City Council. ix. The City Council may invite comment from the applicant or any other persons, at its discretion. If it desires, the City Council may hold a separate public hearing on the matter if such a hearing is considered beneficial to the record. Such hearing be noticed in accordance with the notices provided for the Planning Commission public hearing. X. The City Council shall make a decision on the Develop- ment Stage Permit within the 60 day (or 120 day) period noted herein, unless the time is extended in writing by the applicant. xi. Any decision to approve a Development Stage Permit shall be in the form of an ordinance that amends the official Pointes at Cedar Planned Development District. The ordinance shall be considered passed when a simple majority of the number of the current City Council mem- bers votes in the affirmative. xii. The City Council shall adopt findings of fact supporting its decision on the Development Stage Permit, establishing the reasons for its approval or denial. xiii. In the event that the City Council denies a request for De- velopment Stage Permit, no further consideration of an application for a substantively similar proposal shall be made unless the applicant begins with a new request for Concept Permit. All timelines for decision making shall reset upon such application, as if no prior application had been made. xiv. A Development Stage Permit shall be effective only with the resolution of and compliance with all conditions of approval. Development Stage Permit plans meeting ap- proval conditions are a pre -requisite to Grading, Building or other land alteration permits. (b) Development Stage Permit Application Submission Require- ments. i. Completed Application on a City Application Form ii. Updated Narrative, demonstrating compliance with the terms and direction provided at the Concept Permit joint meeting and in City Staff's Concept Permit report, or ex- planation of any specific request for waiver of said terms and directions iii. Development Stage Plans a) Detailed utility services (sanitary sewer, water, storm water, grading, and any other plans required by the City engineer b) Fire service access planning, including fire vehicle routes and water sources, and any other plans re- quired by the Fire Marshall c) Other plans and detais as requested by the Commu- nity Development Department iv. Updated plans in each of the six categories required by the Concept Permit Application as follows: a) Consistency with the Pointes at Cedar Small Area Plan goals, design values and elements b) Use and Building Architecture c) Landscape Design and Elements d) Connectivity e) Other Site & Building Elements f) Special Features V. Parking plan, including proposed cross access and park- ing declarations, easements, and documents. vi. For residential projects, association and/or covenant documents. (4) Amendments to Development Stage Permit After approval of a PCD Development Stage Permit, no changes to the buildings, building materials, site plan or site development design or elements, landscape plan or materials, or any other aspect of the proj- ect area shall be made, except any approval of an amendment to the prior Development Stage approval. The process for amendment shall be as outlined in the PCD ordinance. (5) Administrative Adjustment Adjustments may be approved to an approved PCD Development Stage Permit where proposed changes are shown to be necessary to adopt to unanticipated site conditions and where such adjustments are minor in nature, including the substitution of a particular building material or site improvement for another simular approved material or improvement. Administrative Adjustments shall require submission of a request detailing the proposed change in both narrative and an update to any documents approved under the original PCD Develop- ment Stage permit. The Community Development Department shall have the authority to deem proposed changes as either administrative adjustments or as requiring an Amendment under subdivision (4) of this section. If the submission is accepted as an Administrative Adjust Pointes at Cedar District ment, the Community Development Department shall issue a decision within 30 calendar days of the full submission. (6) Variances and/or Planned Unit Development Variations The PCD is designed to incorporate a complete development package from any applicant as to uses, standards, and elements. Any such proposal in the PCD will be evaluated as a whole, rather than as a sum of its parts. As a result, no application for Variance (under the Zoning Ordinance variance process, Section 2.4(C)), or Planned Unit Develop- ment (under Zoning Ordinance PUD process, Section 2.4(0), is expect- ed to be necessary or appropriate. District Uses and General Regulations (1) Standards Applicable to All Uses (a) Any use not identified within the PCD shall be considered prohib- ited. (b) In the event that any finishing standard or design element of a proposed project is not specifically addressed by this district, the minimum requirements of the Monticello Zoning Ordinance's Finishing Standards shall apply. The City reserves the right to increase or such standards to ensure consistency with the objec- tives and terms of the Small Area Plan and other standards of this ordinance. (c) Use Types. i. Commercial and public uses as identified herein will dominate the frontages along Chelsea Road, Cedar Street, and School Boulevard. ii. Along School Boulevard, especially toward the easter- ly portion of the district frontage, horizontal or vertical mixed-use shall be allowable, subject to the allowable Uses, Floor Area Ratios and Finishing Standards identi- fied by this ordinance along with public uses. iii. Residential and public uses as identified herein will dominate the frontages along Edmonson Avenue NE. (d) Appropriate access and transitions between private development area and public spaces shall be a required and integral part of the private projects. The City may work with the private developer to facilitate these access and transitional areas through grading ac- commodations or other improvements on public property when, in the discretion of the City Council, the project design justifies it. (e) Height. The district does not establish a minimum or maximum height for uses or buildings. Pointes at Cedar District (f) Site and building maintenance. Sites and buildings shall be maintained in accordance with City Ordinance 150. Violations are subject to the provisions of City Ordinance 10.99. (g) Joint Parking and Underground Parking elements. All projects are required to enter into a binding development agreement or other instrument as determined by the City Attorney to ensure that the minimum amount of surface parking required by the Concept and Development Stage Permit are available in common, and provide for parking lot maintenance on their respective land parcels. Nothing in this section is intended to preclude property owners from creating joint maintenance agreements, or to preclude the City (in its sole discretion) from creating a special maintenance district or other management tool for such purposes. i. Underground or similar structured parking provided for residential development shall be reserved for the private residential use of the residents and guests and shall be incorporated into the ownership and/or rent structures for said residents to ensure full utilization. ii. A parking management plan shall be required for each property at the time of Development Stage applica- tion and may be incorporated into the City's approval for the benefit of the District with terms as approved by the City. iii. Public structured parking may be provided by the City for the benefit of any use or purpose and managed under its discretion. (h) Signage. Signage within the PCD shall be controlled and regulated to en -sure reasonable visual access to the uses in the district and ensure that signage is designed to be a visual complement to the district, avoid competition with signage necessary for public safety, and avoid unnecessary visual clutter. i. The allowances for sandwich board or other temporary signage per Chapter 4.5 (C)(7) shall apply to the PCD. ii. Monument -style freestanding signs only are allowed up to 14 feet in height, and 100 square feet per sign face. Pylon signs are prohibited in the PCD. iii. Additional signage may be permitted by the City when specific traffic management is necessary on a particular site, and provided such signage is constructed with ma- terials similar to that of the principal building with which the sign is associated. iv. Wall signage shall be allowed on all faces of commercial facilities, with a maximum total square footage of 20% of the silhouette area of the wall facing a single public street, (c) Permitted Principal Commercial Uses and where no more than 10% of any individual wall is covered. Each of these uses will be subject to the requirements of this district, v. Sign materials shall incorporate materials of the sub-dis- as well as the requirements of Chapter 5.2(E) of the City's Zoning Ordi- trict, including the use of stone in the base and frame of nance. Where such regulations conflict with the requirements of this the freestanding sign. district, the requirements of this Chapter will take precedence. vi. Other regulations of Chapter 4.5 of the Monticello Zon- ing Ordinance shall apply to development in this district. i. Retail stores Where the requirements for this district and Chapter 4.5 ii. Full-service Restaurants conflict, the requirements of this district shall apply. iii. Specialty Eating Establishments iv. Brew Pubs (2) Standards Applicable to Commercial Site Development V. Production Brewery w/Tap Rooms vi. Micro -distilleries w/Cocktail Room or Lounge (a) Minimum Lot Size, Lot Area, Setbacks vii. Commercial Lodging, excluding Boarding Houses No minimum lot dimensions or setbacks. Lot dimensions and set- viii. Bed and Breakfast backs (including building, parking, other setbacks) shall be deter- ix. Professional Offices mined as a component of the Development Stage Permit approval. X. Personal Services A. Medical Clinics (b) Floor Area Ratio xii. Retail Service Uses A Floor Area Ratio (FAR) standard is applicable to the Commercial xiii. Day Care Centers - Commercial areas of the PCD. The FAR shall apply to the parcel being devel- xiv. Entertainment/Recreation — Indoor Commercial oped, including accessory parking being developed on adjoining xv. Event Centers parcels or outlots as may be platted and approved. FAR shall be xvi. Financial Institutions calculated by dividing the gross floor area of the building by the xvii. Temporary "cart" or "truck" -based food vendors gross lot area attributable to the project. Underground and struc- xviii. Public uses in Parks tured parking, required ponding, and public space set aside from (d) Permitted Commercial Accessory Uses the development areas and provided for public open space use, shall not be included in the FAR calculation. Each of these uses will be subject to the requirements of this district, i. Commercial lands fronting the public park/lakefront areas as well as the requirements of Chapter 5.2(E) of the City's Zoning Ordi- of the PCD shall maintain a minimum FAR of 0.4 for single nance. Where such regulations conflict with the requirements of this story buildings, 0.8 for two-story buildings, and 1.2 for district, the requirements of the PCD will take precedence. three story buildings or greater. Applicants shall provide the square foot ratio at concept level. i. Outdoor Seating ii. Commercial land not fronting the public park/lakefront ii. Outdoor Sidewalk Sales & Display areas of the PCD shall maintain a minimum FAR of 0.3 for iii. Outdoor Recreation, not including firing ranges single story buildings, 0.6 for two-story buildings, and 0.9 iv. Drive -Through Facilities, subject to the following re - for three story building or greater. quirements: iii. Floor Area Ratio may be used as a guide in mixed use 1. Restaurants and specialty eating establishments projects, however, the overall requirements for FAR and 2. Financial Institutions density will be set by the Concept and Development Stage 3. Pharmacies Permit. V. Trash Enclosures iv. Commercial uses should be designed to create access and vi. Signage (as permitted by the PCD ordinance only) exposure to both the primary public walkway/plaza areas, vii. Solar Energy Systems and the public street exposure areas where applicable. viii. Parking Pointes at Cedar District (e) Commercial Site Finishing Standards iv v Parking. Joint parking and access over the parking lot areas serving the site is required and will be granted similar joint parking and access to adjoining property. Parking supply for private development must be calcu- lated at no less than 50% of the required parking in the Monticello Zoning Ordinance, Chapter 4.8., and no more than 65% of the required parking in that section. Private parking areas not subject to joint parking shall be reviewed and approved as part of the Development Stage permit. Landscaping Plan. A robust planting plan reflecting the requirements of the sub -district is expected. The plant- ing quantities of Chapter 4.1 (F) and (H) of the Monticel- lo Zoning Ordinance shall serve as a base requirement. The requirements for buffering in Chapter 4.1 (G) shall not be strictly applied, however, applicants should design projects with a sensitivity to the need to screen or buffer when incompatibilities are apparent between the proposed occupants of the project and the adjoining land uses. Landscape Standards. Landscape design in the PCD is a critical component of consistency with the goals of the Pointes at Cedar Small Area Plan. The SAP utilizes the "biome" concept as the basis for its design, and compatible landscape elements will required in confor- mance to the SAP goals. The PCD encourages a reliance on qualified landscape architecture in site planning to ensure compliance with the District goals. A successful landscape plan will be factored in the project review. A Site grading and land form, integration of stormwater management into the landscape design, and significant use of hardscape elements such as pedestrian and patio amenities and other active outdoor use areas will be re- quired for all development in the District. An emphasis on year-round use and interest will be required, Signage. Commercial signage in the district shall consist of monument -style and wall signage as defined by this ordinance. One monument sign shall be allowed for each approved driveway entrance from the primary access road. Consolidated monument sign displays are required for multiple tenant buildings and sites and as required for shared access parcels. Accessory Components and Appurtinant Uses, Struc- tures and Elements. These shall be designed and constructed to be consistent with the design and materials requirements in the various sub -districts. Every building shall be designed and constructed with attention to all external exposures, including loading, mechanical, and service components. Applicants shall make a particu-lar effort to design service exposures and entrances to minimize the size of such spaces, blend them into the overall building and site design, and maximize the public exposure portions of the buildings. Operational aspects of the commercial uses and known tenants shall be a component of the management and review process. Pointes at Cedar District 9 (3) Standards Applicable to Residential Site Development iii. Landscape Plan. A robust planting plan reflecting the requirements of the Sub -district is expected. The planting (a) Minimum Lot Size, Lot Area, Setbacks quantities of Chapter 4.1 (F) and (H) of the Monticello No minimum lot dimensions or setbacks are established for residential Zoning Ordinance shall serve as a base requirement. The site development. Lot dimensions and setbacks (including building, requirements for buffering in Chapter 4.1 (G) shall not parking, other setbacks) shall be determined as a component of the be strictly applied, however, applicants should design Development Stage PCD approval. projects with a sensitivity to the need to screen or buffer when incompatibilities are apparent between the pro - (b) Minimum Density posed occupants of the project and the adjoining land Minimum overall average density of 24 units per gross developable uses. iv. Landscape Design. Landscape design in the PCD is a acre (exclusive of public park and open space areas) is expected over critical component of consistency with the goals of the the residential portions of the PCD. The City reserves the right to Pointes at Cedar Small Area Plan. Because the SAP utilizes balance this density over a variety of projects and proposals and may the "biome" concept as the basis for its design, landscape decline to approve residential projects that have the potential to im- elements will be a key factor to the success of the SAP pede this objective. Variation in market segment, ownership or rental goals. The PCD encourages a reliance on qualified land - status, and other factors is encouraged. Projects may be considered scape architecture in site planning to ensure compliance that vary from the target density when the City is confident that the with the District goals. A successful landscape plan will density objectives can be met by other projects in the district overall. encompass more than a planting plan. Site grading and While no unit styles are specifically disallowed, lower density pro- land form, integration of stormwater management into posals will be examined more closely within the context of available the landscape design, and significant use of hardscape el - options for maintaining the average. ements such as pedestrian and patio amenities and other i. Target Minimum High -Density Projects: 24 units per acre active outdoor use areas will be required for all devel- ii. Target Minimum Medium Density Projects: 8 units per opment in the District. Moreover, an emphasis on year - acre round use and interest will be required, as the Pointes at (b) Minimum Square Footage Finished/Finishable Unit Sizes Cedar area is expected to be an active living, working, and entertainment area in all seasons. Minimum finished unit and square footage shall be determined by V. Signage. in the residential areas of the district signage the Concept Plan and Development Stage Permit. shall consist of wall signage and/or monument -style con- struction only. Consolidated monument sign displays are (c) Site Finishing Standards required for multiple building projects. i. Buffering. Residential uses should be designed to buffer vi. Accessory and Appurtinant Components, Uses, Struc- lower-level residential uses from the public walkway/plaza tures and Elements. These shall be designed and con - areas through the use of grade and elevation changes. structed to be consistent with the design and materials ii. Parking. Parking for residential projects shall be provided requirements in the various sub -districts. Every building with no less than one space covered per residential unit, shall be designed and constructed with attention to all included in the base rent or ownership. Additional park- external exposures, including loading, mechanical, and ing shall be provided to total 1.1 parking spaces per bed- service components. Applicants shall make a particu- room. No more than 1 space per unit shall be constructed lar effort to design service exposures and entrances to with any residential project as surface parking. Detached minimize the size of such spaces, blend them into the covered parking garages shall only be constructed in overall building and site design, and maximize the public excess of these requirements and shall be subject to all exposure portions of the buildings. Operational aspects of architectural requirements of the sub -district. Depending the project shall be a component of the management and on the project and location, the City Council may prohibit review process. detached parking garages if they are too prominent on the subject property. 10 Pointes at Cedar District a 0 Pointes at Cedar District 3N 3AV NOSNOW03 N N J 7 K � W 4 J d, O UW U~ UW Q Q fBz NO NN W w W B. p2 mW 6Q mW fW Ns oz on Oz II K U Q 2t aU a� "�® .. 2I 211, iiIII iiIII iiIII U a 2 II 1Sbbp3J W I . I Fua �7 � W oil II Pointes at Cedar District 3N 3AV NOSNOW03 i U a Q 1Sbbp3J W I . I \V �7 � W a Z U o O W (O d) W in in (n O N Cq N '0 N C i ewoig pue ee0 puej\So!gde0\000 9LFROVN 11 i U a Q Z / W NQ \V � W a Z U o O W (O d) W in in (n O N Cq N '0 N C E6 CO-LLOl- dew 6uiuoz ywp 000'9Lg6W\,dew ewoig pue ee0 puej\So!gde0\000 9LFROVN 11 L 5 - •• 7 � 1 r # ■ r 1 L J r + ` . � r� i L 1 4 ■ � Ir 7 � 1 ■ 76 + 1 r• 1 + %r it I JF , ■_ 7 IL • k 4 T -r' r 1 'ILL Lb t 4 -r j,L - JLE1 ! jj L ~ f J ■ , Ir } f M _ ■ -� , IPI j ■-' C ' � . 1 1 + POPUIUSL � ' 1 � 1 ''1 L T ' + J J l� i I _ 1 J s Y �F • 117 P t L �5 ALf J � f Coniferous Forest) The intent of the Populus Sub -district is to create an environment that is reflective of the Northern Minnesota lakes and woods region, with elements that range from the Lake Superior shoreline to the cabin and/ or resort lodge lakefronts. Buildings in the Populus Sub -district should suggest a north -woods theme in overall design and feel. The Pointes landscape will reflect this region with extensive rock outcroppings, pine, birch, spruce, and tamarack tree cover, and naturalized shrub -intensive landscapes with limited lawn grasses. The elements of design applicable to commercial and residential develop- iv ment for this subdistrict are as follows: (a) Architecture, Materials, and Architectural Details. Buildings will reflect a north -woods design and feel. Square or rectangular timbers shall serve as a theme for primary building components or prominent detailing. Wood -look components V. should be dominated by darker natural colors, with accent col- ors on detailing, balconies, window frames, and similar features. Extensive use of angular cut stone -face as a building feature is strongly encouraged, both on the building itself, as well as bases for structure support timbers and related features. Round -sur- faced fieldstone is discouraged, although rounded granite stone vi and boulder materials may serve as landscape features in areas used for dry stream -beds and drainageways. Attention should be paid to contrasting architectural features, including entry canopies, architectural metal components, and coordinating materials and colors throughout the project compo- nents. ii. Roof lines, eaves, roofing materials. Composite or asphalt vii. shingles, wood shakes, and metal standing seam products are considered representative materials for roofs in the district. Metal may be incorporated into the soffits, eaves, and facia, as well as featured areas where architectural metal treatments enhance the ability of the building to viii meet the intent of the sub -district. Roofs should be of a sloped design, and extensive use of gables, hipped roofs, and avoidance of a continuous roof ridge line will be required. ix. iii. Wall materials and mixes, window glass and window walls. A significant reliance on wood -look materials, with angular cut stone (especially granite or basalt) should be incorporated into building materials. Composite materi- als may be used (such as LP and fiber cement board) that simulate the look of authentic wood and manufactured cement products may be used that simulate the look of authentic stone, however, vinyl or panel style is not an acceptable material. Concrete masonry units should be visible only as part of foundation materials in locations of limited exposure and visibility. Glass should comprise a significant amount of the building walls. All sides of every building shall be carefully designed to include the ac- ceptable materials, and a significant component of stone treatment Window signage. Commercial uses should avoid the use of windows for signage display, with limited exceptions for "Open" or Hours of Operation announcements. Window signage is ideally placed in the door, or immediately adjoining windows to the public entrance(s) and shall be limited to no more than 25% of those windows. Screening of ground or roof mounted mechanicals. Mechanical equipment should be designed to minimize visibility from any viewpoint. When such equipment is visible, the project design should use site design elements that screen the views of such equipment with materials that incorporate the equipment with the building design. Balcony design and materials. Recessed or inset bal- conies on residential buildings that include overhead weather protection for the tenants are preferred. Pro- jecting balconies may be considered when all elements of the balcony design, including cover, support beams and timbers, and other elements contribute to the utility of the balcony, and the goals of the district. Balcony railings shall be coordinated to the other materials found in the building. Accessory building design and materials. Any accessory building, use, or element shall be designed to be compat- ible with the principal building and materials on the site, and these requirements. Site design should de-emphasize accessory buildings and uses. Lighting. Buildings and sites should emphasize decorative lighting features under eaves, and in landscape, patio, and walkway areas. Materials and design should reflect the themes utilized in the principal building. Usable outdoor spaces. These spaces should be incor- porated into the site planning. The outdoor use areas should be located so as to transition to the public outdoor Pointes at Cedar District 13 spaces and provide views to and from the outdoor use areas. Patios, pergolas, decks, and similar features will require appropriate landscape treatments, as well as light- ing that complements the use of the site, and views of the site from other property in the district. (b) Site Structures and Other Elements For site structures, including accessory buildings and uses, the ob- jective will be to minimize impacts of the accessory activity on the larger principal use of the property. For these structures and uses, materials and styles shall be used that complement and coordi- nate with those of the principal building and the biome concepts. Examples of site structures include, but are not limited to: • Service entrance treatments • Loading/trash areas or scheduling • Utility box screening • Parking lot design and lighting • Parking lot layout • Parking quantity and joint use requirements • Security lighting • Pedestrian lighting • Outdoor sales displays • Fencing and retaining wall requirements • Signage (c) Site Landscape Elements In the Populus sub -district, plant material selections should be centered on Pine, Spruce, Birch, Aspen, and Tamarack tree plant- ing, and those shrub and perennial plantings that may be com- monly found in northern climate areas of Minnesota. Planting areas that include extensive use of rock outcroppings, northern wildflowers and groundcovers, and in which lawn grasses are limited, are strongly encouraged. The following elements will be evaluated for conformance to the sub -district's intent. • Landscape materials — plants, mulches, groundcover, etc. • Landscape quantities • Landscape design • Site landforms and grading • Alternative stormwater design • Pedestrian connections • Pedestrian amenities • Site furniture • Landscape irrigation • Site and building lighting 14 Pointes at Cedar District Image Gallery [INSERT] The images in this gallery support the text of each biome subdistrict within the PCD. The images illustrate a framework for the types of buildings, archi- tecture, landscapes, and site amenities that developers and designers should use to imagine their specific projects. No single image represents the ultimate design for the biome; rather, the collection of images represent a feeling that designers are encouraged to pursue creatively, in the context of the needs of their particular project. Pointes at Cedar District 15 _5 dow CWIW' (Big Woods and Large Cities) apet lines. Buildings should incorporate differing story heights, edge materials, complementary coloring and utilize roof -top spaces for elevated patios, balconies, or The Intent of the Tilia Sub -district is to reflect the mixed landcover other usable spaces. Metal may be incorporated into patterns that dominate the central portion of Minnesota, including the soffits, eaves, and facia, as well as featured areas remnants of what was the large area of hardwoods forests (referred to where architectural metal treatments enhance the abil- as the "Big Woods") and the more highly -developed areas of the state, ity of the to meet ntont of the from Rochester to the Twin Cities to St. Cloud. Monticello is situated iiWall aterialding glass and window . ls and mixes, window edge of the traditional Big Woods region, transitioning to the walls. A significant reliance on glass and brick mate - prairies and oaks of the southwestern biome areas below. In the Tilia prairies rials should be incorporated into building materials. Sub -district, contemporary architecture with clean lines, hardwoods tree Composite materials may be used (such as LP and fiber cover (Maple, Basswood and Oak), and more structured, outdoor garden cement board) that simulate the look of authentic spaces should dominate. wood and manufactured cement products may be used that simulate the look of authentic stone, however, The elements of design applicable to commercial and residential devel- vinyl is not an acceptable material. Concrete mason- opment for this subdistrict are as follows: ry units should be visible only as part of foundation materials in locations of limited exposure and visibili- (a) Architecture, Building Materials, and Architectural Details. ty. Glass should comprise a significant amount of the Buildings should suggest contemporary building themes in overall building walls. All sides of every building shall be care - design and feel. Clean lines, utilizing a mix of materials with large fully designed to include the acceptable materials. areas of glass, and a creative use of color should dominate the ar- iii. Window signage. Commercial uses will avoid the use chitecture. Extensive use of brick as a building feature is strongly of windows for signage display, with limited exceptions encouraged, both on the building itself, as well as bases for struc- for "Open" or Hours of Operation announcements. ture support and related features. Stone (or cultured stone) is an Window signage is ideally placed in the door, or imme- acceptable accent material as well. Wood siding materials should diately adjoining windows to the public entrance(s), be comprised of only composite materials (such as fiber -cement and shall be limited to no more than 25% of those or similar), and be placed as a support material, rather than the windows. dominant cover. Where such composite materials are used, the iv. Screening of ground or roof mounted mechanicals. building should incorporate a variety of textures, colors, and wall Mechanical equipment should be designed to minimize planes to break up any long continuous building faces. visibility from any viewpoint. When such equipment is visible, the project design should use site design Attention should be paid to contrasting architectural features, elements that screen the views of such equipment with including entry canopies, architectural metal components, and materials that incorporate the equipment with the coordinating materials and colors throughout the project compo- building design. nents. EIFS and metal are acceptable materials in support of the V. Balcony design and materials. Recessed or inset bal- brick and glass, but not as the dominant building cover. Where conies on residential buildings that include overhead used, texture will be a factor for the City in its review. weather protection for the tenants are preferred. Pro- jecting balconies may be considered when all elements Other components should include a variety of natural and accent of the balcony design, including cover, support walls, colors, with accent coloring used to emphasize wall plane chang- structural materials, and other elements contribute to es, as well as building detailing, balconies, window frames, and the utility of the balcony, and the goals of the district. similar features. Balcony railings shall be coordinated to the other mate- rials found in the building. i. Roof lines, eaves, roofing materials. Roofs should be vi. Accessory Building design and materials. Any acces- of a flat design, with an extensive use of varied roofline sory building, use, or element shall be designed to be height, and avoidance of a continuous roof ridge/par- Pointes at Cedar District 21 compatible with the principal building and materials on (c) Site Landscape Elements the site, and these requirements. Site design should de-emphasize accessory buildings and uses. In the Tilia sub -district, plant material selections should be cen- vii. Lighting. Buildings and sites should emphasize deco- tered on Linden, Maple, and Oak tree planting, and those shrub rative lighting features under eaves, and in landscape, and perennial plantings that may be commonly found in the patio, and walkway areas. Materials and design should central climate areas of Minnesota. Planting areas that include reflect the themes utilized in the principal building. extensive use of formal garden design and groundcovers, and in Viii. Usable outdoor space. These spaces should be which lawn grasses are limited, are strongly encouraged. The incorporated into the site planning. The outdoor use landscaped gardens should feature extensive use of hardscapes, areas should be located so as to transition to the public usable patio areas and outdoor seating, as well as public art. The outdoor spaces and provide views to and from the following elements will be evaluated for conformance to the outdoor use areas. Patios, pergolas, decks, and similar sub -district's intent. features will require appropriate landscape treatments, i. Landscape materials — plants, hardscape, groundcover, as well as lighting that complements the use of the mulches, etc. site, and views of the site from other property in the ii. Landscape quantities district. iii. Landscape design iv. Site landforms and grading (b) Site Structures and Other Elements V. Alternative stormwater design For site structures, including accessory buildings and uses, the vi. Pedestrian connections objective will be to minimize vii. Pedestrian amenities viii. Site furniture impacts of the accessory activity on the larger principal use of the ix. Landscape irrigation property. For these structures and uses, materials and styles shall X. Site and building lighting be used that complement and coordinate with those of the princi- pal building and the biome concepts. Examples of site structures include, but are limited to, the following elements: i. Service entrance treatments and loading/trash areas or scheduling ii. Utility box screening iii. Parking lot design and lighting iv. Parking lot layout V. Parking quantity and cross use requirements vi. Security lighting vii. Pedestrian lighting viii. Outdoor displays ix. Fencing and retaining wall requirements 22 Pointes at Cedar District Image Gallery [INSERT] The images in this gallery support the text of each biome subdistrict within the PCD. The images illustrate a framework for the types of buildings, archi- tecture, landscapes, and site amenities that developers and designers should use to imagine their specific projects. No single image represents the ultimate design for the biome; rather, the collection of images represent a feeling that designers are encouraged to pursue creatively, in the context of the needs of their particular project. Pointes at Cedar District 23 -r•i—�- IPA-% I imal ' 1 C I• _ � �' • •' � � � . + ice: , .T � f• • 1 i } '• L ti, ti ~ JA J& r � ' LL L,l, %'7 , �L J J d Oak Savanna) ct is to reflect the extensive tallgrass prairie areas that form the northern and eastern extent of the Great Plains, and the mixed Oak Savanna that represents the transition to the Big Woods. Monticello is situated at the edge of this region, transitioning from the Big Woods to the prairies and oaks of the southwestern biome. In the Quercus Sub -district, the architectural themes should mirror Prairie Style patterns, tree and shrub planting patterns that show clusters of Oaks and consistent shrub areas, (especially Bur and Pin Oak where practical), with landscape cover design that mixes suitable shrub plantings with ex- panses of grasslands, including native prairie seed mixes and ornamental grasses. The elements of design applicable to commercial and residential develop- ment for this subdistrict are as follows: (a) Architecture, building materials, and architectural details. Build- ings in the Quercus Sub -district should suggest building themes that reflect Prairie Style forms in overall design and feel. Buildings should be dominated by glass, with brick, stone and composite wood in support. Other components should include a variety of complementary natural colors, with accent coloring used to em- phasize wall plane changes, as well as building detailing, balconies, window frames, and similar features. This style incorporates extensive use of horizontal lines, low slop- ing roofs with broad eaves, utilizing a mix of materials with large areas of glass, along with brick and/or stone, and natural colors. The glass should create a sense of connection between indoor and outdoor spaces. Extensive use of brick as a building feature is strongly encouraged, both on the building itself, as well as bases for structure support and related features. Stone (or cultured stone) is an acceptable accent material as well. Wood siding ma- terials should be comprised only of composite materials (such as fiber -cement or similar), and be included as a prominent material, but not necessarily the dominant cover. Where such composite materials are used, the building should incorporate a variety of textures, colors, and wall planes (especially in horizontal patterns) to break up any long continuous building faces. EIFS and metal are acceptable materials only in very limited support of the glass, brick, stone, and composite wood. Where used, texture will be a factor for the City in its review. Attention should be paid to complementary architectural fea- tures, including entry canopies, architectural metal components, and coordinating materials and colors throughout the project components. Recessed balconies are encouraged for residential structures, with balcony railings coordinated to the other mate- rials found in the building. Projecting balcony structures may be considered, where they add to the variety in the building wall and face, but not as self -supported projections. i. Roof lines, eaves, roofing materials. Roofs should be of a low -sloped design, with an gabled and hipped components. Avoidance of a continuous roof ridge/ parapet lines will be required. Roof lines should be primarily long with low slopes, gabled and hipped at building ends, with a variety of heights and edge materials, and complementary coloring. Buildings should incorporate differing roofline heights, and seek opportunities for roof -top spaces as elevated patios, balconies, or other usable spaces. Metal may be in- corporated into the soffits, eaves, and facia, as well as featured areas where architectural metal treatments enhance the ability of the building to meet the intent of the sub -district. ii. Wall materials and mixes, window glass and window walls. A significant reliance on glass, brick, stone, and composite wood materials should be incorporated into building materials. Composite materials may be used (such as LP and fiber cement board) that simu- late the look of authentic wood, and manufactured brick or stone. Vinyl and prefabricated panels are not acceptable materials. Concrete masonry units should be visible only as part of foundation materials in loca- tions of limited exposure and visibility. Glass should comprise a significant amount of the building walls. All sides of every building shall be carefully designed to include the acceptable materials. iii. Window signage. Commercial uses will avoid the use of windows for signage display, with limited excep- tions for "Open" or Hours of Operation announce- ments. In the door, or immediately adjoining windows to the public entrance(s), and shall be limited to no more than 25% of those windows. Pointes at Cedar District 29 iv. Screening of ground or roof mounted mechanicals. i. Service entrance treatments and loading/trash Mechanical equipment should be designed to mini- areas or scheduling mize visibility from any viewpoint. When such equip- ii. Utility box screening ment is visible, the project design should use site iii. Parking lot design and lighting design elements that screen the views of such equip- iv. Parking lot layout ment with materials that incorporate the equipment V. Parking quantity and cross use requirements with the building design. vi. Security lighting V. Balcony design and materials. Inset balconies on vii. Pedestrian lighting residential buildings that include overhead weather viii. Outdoor displays protection for the tenants are preferred. Projecting ix. Fencing and retaining wall requirements balconies may be considered when all elements of the X. Signage balcony design, including cover, support walls, struc- tural materials, and other elements contribute to the (c) Site Landscape Elements utility of the balcony, and the goals of the district. vi. Accessory Building design and materials. Any acces- In the Quercus sub -district, plant material selections should be sory building, use, or element shall be designed to be centered on Oak tree plantings, with an emphasis on opportuni- compatible with the principal building and materials ties for Burr and Northern Pin which hold leaves into, or through, on the site, and these requirements. Site design the winter. Shrub and perennial plantings that may be commonly should de-emphasize accessory buildings and uses. found in the prairie biome climate areas of Minnesota are strongly vii. Lighting. Buildings and sites should emphasize preferred. Planting areas that include extensive use of natural - decorative lighting features under eaves, and in the ized prairie grasses, wildflowers, forbs, and related groundcovers, landscape, patio, and walkway areas. Materials and and in which lawn grasses are limited, are strongly encouraged. design should reflect the themes utilized in the princi- Clusters of both tree and shrub planting areas that simulate the pal building. forms of the Oak Savanna are encouraged as well. More cultured viii. Usable outdoor spaces. These spaces should be landscaped gardens and areas around entrances should feature incorporated into the site planning. The outdoor extensive use of hardscapes with alternative pavements, usable use areas should be located so as to transition to the patio areas and outdoor seating, as well as public art. The follow - public outdoor spaces and provide views to and from ing elements will be evaluated for conformance to the sub-dis- the outdoor use areas. Patios, pergolas, decks, and trict's intent. similar features will require appropriate landscape i. Landscape materials — plants, hardscape, mulches, treatments, as well as lighting that complements the etc. use of the site, and views of the site from other prop- ii. Landscape quantities erty in the district. iii. Landscape design iv. Site landforms and grading (b) Site Structures and Other Elements V. Alternative stormwater design For site structures, including accessory buildings and uses, the ob- vi. Pedestrian connections jective will be to minimize impacts of the accessory activity on the vii. Pedestrian amenities larger principal use of the property. For these structures and uses, viii. Site furniture materials and styles shall be used that complement and coordi- ix. Landscape irrigation nate with those of the principal building and the biome concepts. X. Site and building lighting Examples of site structures include, but are limited to, the follow- ing elements: 30 Pointes at Cedar District Image Gallery [INSERT] The images in this gallery support the text of each biome subdistrict with- in the PCD. The images illustrate a framework for the types of buildings, architecture, landscapes, and site amenities that developers and designers should use to imagine their specific projects. No single image represents the ultimate design for the biome; rather, the collection of images represent a feeling that designers are encouraged to pursue creatively, in the context of the needs of their particular project. Pointes at Cedar District 31 SUMMARY ORDINANCE NO. 776A CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA A SUMMARY ORDINANCE AMENDING TITLE 10, CITY OF MONTICELLO ZONING CODE, BY ESTABLISHING THE POINTES AT CEDAR DISTRICT (PCD) AS A ZONING DISTRICT IN THE CITY OF MONTICELLO AND REZONING PROPERTY FROM B-4, REGIONAL BUSINESS DISTRICT, B-3 HIGHWAY BUSINESS DISTRICTAND PUD, PLANNED UNIT DEVELOPMENT DISTRICT TO PCD, POINTES AT CEDAR DISTRICT AND AMENDING TITLE 10, ZONING ORDINANCE, BY AMENDING THE FREEWAY BONUS SIGN OVERLAY DISTRICT BOUNDARY INCLUDING REMOVAL OF PARCELS NOTICE IS HEREBY GIVEN that, on April 25, 2022, Ordinance No. 776 was adopted by the City Council of the City of Monticello, Minnesota. Due to the lengthy nature of Ordinance No. 776A, the following Summary Ordinance No. 776A has been prepared for publication as authorized by state law. The ordinance adopted by the Council amends Title 10 of the Monticello Zoning Code. The general purpose of the ordinance amendments is to add section Pointes at Cedar District and amending Freeway Bonus Sign Overlay District: Adding: Chapter 3.9 Pointes at Cedar District Amending: Zoning Map to Reflect Changes A printed copy of the whole ordinance is available for inspection by any person during the City's regular office hours. The complete ordinance will be posted on the City's website following publication. APPROVED FOR PUBLICATION by the City Council of Monticello, Minnesota, this 25th day of April, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-027 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE MONTICELLO ZONING ORDINANCE ESTABLISHING THE "POINTES AT CEDAR DISTRICT (PCD)", AND REZONING THE IDENTIFIED PARCELS TO POINTS AT CEDAR PCD DISTRICT See attached legal description WHEREAS, the City seeks to establish zoning and other land use regulations implementing the goals, objectives, and plans of the Pointes at Cedar Small Area Plan, a chapter of the Monticello Comprehensive Plan; and WHEREAS, the proposed zoning district is created and established to specifically implement the Plan as adopted; and WHEREAS, the PCD has been developed based on direction from the Small Area Plan process, with guidance from a working group representative of the City official boards, staff, property owners, and citizens; and WHEREAS, the PCD will be applied in connection with the City's development of the public spaces to ensure private development in the District will meet the objectives and goals of the Small Area Plan; and WHEREAS, the Planning Commission held a public hearing on April 5th, 2022 on the application 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 and the proposed district ordinance, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The zoning amendment provides an effective means of furthering the intent of the Comprehensive Plan for the site by providing for the development of mixed uses in appropriate locations as defined by the Pointes at Cedar Small Area Plan. The potential improvements on the properties subject to the District will be consistent with the needs of the land uses in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been, and are being, planned to serve the property for the development as regulated by the District. 4. The development framework proposed with the amendment is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's related zoning regulations. The amendment provides an opportunity to support a wide varied of mixed residential and commercial uses that will increase the variety, quality, and attraction for land use development choices in the community. 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 Pointes at Cedar (PCD) zoning ordinance and rezones the subject property to the Pointes at Cedar (PCD) District, subject to the corrections and verifications noted by staff in the meeting on April 5, 2022. ADOPTED this 5th day of April, 2022, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-028 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE MONTICELLO OFFICIAL ZONING MAP AMENDING THE BOUNDARIES OF THE FREEWAY BONUS DISTRICT WHEREAS, the City seeks to establish zoning and other land use regulations implementing the goals, objectives, and plans of the Pointes at Cedar Small Area Plan, a chapter of the Monticello Comprehensive Plan; and WHEREAS, the proposed amendment to the Freeway bonus Sign Overlay District is intended to specifically implement signage regulations for the Plan as adopted; and WHEREAS, the PCD has been developed based on direction from the Small Area Plan process, with guidance from a working group representative of the City official boards, staff, property owners, and citizens; and WHEREAS, the PCD will be applied in connection with the City's development of the public spaces to ensure private development in the District will meet the objectives and goals of the Small Area Plan; and WHEREAS, the Planning Commission held a public hearing on April 51h, 2022 on the application 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 and the proposed district ordinance, 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 map amendment provides an effective means of furthering the intent of the Comprehensive Plan for The Pointes at Cedar District (PCD) by providing for appropriate signage regulations as defined by the Pointes at Cedar Small Area Plan. 4. The development framework proposed with the amendment, including those for signage, are consistent with the intent of the City's economic development objectives, as well as with the intent of the City's related 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 amendment to the Official Zoning Map, amending the boundaries of the Freeway Bonus Sign Overlay District. ADOPTED this 5t" day of April, 2022, by the Planning Commission of the City of Monticello, Minnesota. [�l�>t1[y����ll�e1�1►11�[el�I�l► IW�Y.y[�l�l Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director 2 CITY OF Monticello 1 in=1,505ft N A March 25, 2022 Map Powered By DataLink -i wsb a• � +. \ �," � '+ r ,i is 1� i 41P 40 440 4LO w s s ' qb It 41 A. . _ �� w. '� � 1 � � J Imo^`,... • � t � _ � �, ` , trs. • �` ' �r�'`i1 �Li`. _fir < ,,- t •�4 +����.t ''�►� :� �, � � tf► :�•� • , r�� C�_� �y ,� �• , iii , .t `i �. 1.,'a��M..1• '�+ �tlt ��/� „ 7 r r•♦ 40 • c .. 4 Current Freeway Bonus Sign Overlay District Boundary Updated Freeway Bonus Sign Overlay District Boundary C,* ., Monticello 1 in=1,505ft N A March 25, 2022 Map Powered By DataLink A /(- k a 0 Pointes at Cedar District 3N 3AV NOSNOW03 N N J 7 K � W 4 J d, O UW U~ UW Q Q fBz NO NN W w W B. p2 mW 6Q mW fW Ns oz on Oz II K U Q 2t aU a� "�® .. 2I 211, iiIII iiIII iiIII U a 2 II 1Sbbp3J W I . I Fua �7 � W oil II Pointes at Cedar District 3N 3AV NOSNOW03 i U a Q 1Sbbp3J W I . I \V �7 � W a Z U o O W (O d) W in in (n O N Cq N '0 N C i ewoig pue ee0 puej\So!gde0\000 9LFROVN 11 i U a Q Z / W NQ \V � W a Z U o O W (O d) W in in (n O N Cq N '0 N C E6 CO-LLOl- dew 6uiuoz ywp 000'9Lg6W\,dew ewoig pue ee0 puej\So!gde0\000 9LFROVN 11 0 y%v r O . mom....:. THE POINTES AT CEDAR DESIGN GOALS A series of goals arose in response to the design challenges. They built on the early principles and evolved as new technical and policy information emerged. The following goals directly support the project vision and further guided ongoing design and policy work. • The Pointes at Cedar is a joint public-private venture. It is designed to enhance valuable commercial development potential and integrate a variety of residential opportunities surrounding a significant public space, including a usable water feature and a variety of upland spaces. • Residents, business owners, and employees may experience The Pointes at Cedar as a complete environment in which they can live, work, and recreate. The Pointes is also envisioned as a place that invites all members of the Monticello community and beyond to patronize its businesses and enjoy its open space features, both active and passive. • The Pointes at Cedar will present a distinct set of amenities within Monticello's larger park system, and the design will seek connectivity with the City's other assets. The Pointes at Cedar will also relate actively to the existing and future surrounding land use neighborhoods. • At the nearly 100 -acre The Pointes at Cedar, a wide range of uses are supported and encouraged. Mixed use is most likely to be seen in the horizontal layout of interrelated uses, rather than vertical mixed-use buildings, although such buildings would be welcomed. In concept, The Pointes area anticipates commercial land uses to the west and north, transitioning to a mix of residential living environments to the east and south. • To achieve the vision of an exceptional development area, the City will consider higher intensity land usage in parts of the project than that commonly applied under the City's zoning or related ordinances, most often in conjunction with execution of desired amenities. Moreover, the higher intensity of land usage will have the beneficial effect of helping realize the feasibility of the amenities planned for the public spaces. • The Pointes at Cedar is envisioned to host a variety of housing: affordable options, modest -cost options, and luxury homes, in a variety of configurations of density, massing, and ownership. • To support the mixed-use neighborhood, desired commercial uses are those that promote high levels of employment and consist of or support hospitality and recreational uses. These include restaurants and entertainment venues. Due to the extensive exposure of the commercial buildings in The Pointes area, business building design and use will present a public face in all directions, with attention to architectural opportunities presented by the service portions of the buildings. • A unique transitional landscaping model reflecting Minnesota's biomes will guide the public and private spaces and their landscape design. Art, signage, architecture and other design elements are encouraged to reflect the biome construct. • Paramount will be the intention and ability to both value and take advantage of the public space investments that comprise the central focus of The Pointes at Cedar' design. PUBLIC MEETINGS & WORKSHOPS • October 21, 2019 — Joint City Council and Planning Commission Overview of The Pointes at Cedar Area & Concept Workshop • November 9, 2020 —City Council (Regular Meeting) Consideration of Authorization of The Pointes at Cedar Small Area Plan • January 13,2021 — Joint City Council and Economic Development Authority Small Area Plan Kick -Off Workshop • January 28,2021 — Joint Planning Commission and Parks, Arts & Recreation Commission Small Area Plan Kick -Off Workshop • March 8, 2021 — Joint City Council, Economic Development Authority, Planning Commission and Parks, Arts & Recreation Commission The Pointes at Cedar Three Conceptual Layouts Design Workshop • April 28, 2021 - Joint City Council, Economic Development Authority, Planning Commission and Parks, Arts & Recreation Commission Site Tours — Maple Grove: Central Park, Edina: Centennial Lakes, Blaine: The Lakes • May 4, 2021 - Joint City Council, Economic Development Authority, Planning Commission and Parks, Arts & Recreation Commission The Pointes at Cedar Preferred Concept, Standards and Naming Workshop • June 2, 2021 —Parks, Arts & Recreation Commission The Pointes at Cedar Design & Vignettes • June 23,2021 — Joint City Council and Planning Commission The Pointes at Cedar Traffic Analysis Workshop • August 5, 2021 -Joint City Council, Economic Development Authority, Planning Commission and Parks, Arts & Recreation Commission The Pointes at Cedar Small Area Plan Overview Workshop • September 23, 2021 —Parks, Arts & Recreation Commission The Pointes at Cedar Small Area Plan Adoption Recommendation — Comprehensive Plan Amendment • September 23, 2021 — Planning Commission (Special Meeting) The Pointes at Cedar Small Area Plan Adoption Recommendation — Comprehensive Plan Amendment Public Hearing • September 27 2021 - City Council (Regular Meeting) The Pointes at Cedar Small Area Plan Adoption — Comprehensive Plan Amendment * The Pointes at Cedar was selected as the final name of the project area in October 2021. 141 Page UNIFYING DESIGN ELEMENTS & CONTRIBUTIONS PARKING AND SHARED/JOINT PARKIN Vehicular parking is critical to successful business and residential communities, as well as maximizing the intensity of uses around the public areas. Attention to adequate and convenient parking will be examined closely as a factor in site planning review. It is emphasized, however, that overparking— particularly surface parking lots — will need to be minimized using shared parking areas wherever practicable. Extensive reliance on covered parking will be a requirement in residential projects and encouraged on commercial sites. Common parking areas that can be managed cooperatively are encouraged and will result in greater density allowances. In all areas, both residential and commercial, the City will seek underground, under - building, and/orshared structured parking to minimize the areas of the development properties devoted to automobile surface parking. For some, this will entail cross access and parking agreements (especially in the commercial zones), and in others, this will include flexibility as to parking design and investment in structured parking that fulfills these objectives. Sustainability measures, including electric vehicle charging stations, are further encouraged. CONSOLIDATED SIGNAGE The City will develop a signage system for The Pointes at Cedar, including identification and wayfinding. Private development in the district will be encouraged to incorporate elements of that system into its wayfinding and identification packages. This policy is not intended to create a single communication theme for all occupants of the district, and artistic variation is supported. However, particularly where private communication intersects with public uses or spaces, adherence to the City's design will be important. Signage throughout the area may incorporate signage elements specific to its biome. ARCHITECTURAL DESIGN AND MATERIALS A diverse architectural environment is encouraged in The Pointes. The Plan anticipates that building and/or site development will draw from design themes reflective of the biome environment. Individual development design may choose other options but will be expected to respect the neighborhood in which it is located. However, it will be critical that all development, regardless of use, will incorporate high quality materials, creative architectural choices, and close attention to all aspects of the building and site being built upon. High quality building materials that consist significantly of masonry, glass, and similar materials are expected. In commercial development, lapped siding will be expected to be used in tightly limited exposures and primarily when designed to mimic wood finishes. Wall articulation, ornamental features, roofline variation, extensive window coverage, and four-sided architecture all are examples of the high expectations for development in the district. It is recommended that the City utilize PUD zoning to identify and encourage architectural character. Project design should be prepared to be reviewed as to its ability to conform to this expectation. ART Monticello is investing in a culture of creativity which encourages art in all forms —visual, literary, performance, and more. The integration of art throughout the public and private spaces of The Pointes at Cedar will enhance the central amenities and experience of all who live, work, and visit. Art will encourage exploration and enrich the space. Consistent with its other public improvement and park projects, the City will seek to incorporate art into both the built and programmed The Pointes at Cedar environment. LIGHTING The City will establish a common public lighting plan and design for The Pointes at Cedar. The plan will incorporate potential opportunities for unique branding of the area, but also with attention to existing lighting used in nearby areas. Lighting will include both pedestrian and general surface scale conditions. Private lighting is encouraged to reflect the styles and themes used in the public realm. Because The Pointes at Cedar is a mixed-use area of higher intensity land uses, attention must be paid to respecting adjoining land uses with the control of glare, light spread, and ambient light, balancing that with safety and need. Ailk k111YA'lW_MI-1 Access to The Pointes land uses may occur from several points of entry surrounding the project area. In addition, the City plans an Entry Plaza at the corner of Cedar Street and Chelsea Road, creating a visual announcement of the district, along with access to its pedestrian and bicycle visitors. The plaza will serve as an initial gathering space, as well as a prominent wayfinding marker for passers-by on these two major roadways. Elements of the Entry Plaza may be mirrored in other entry points, as well as used as common thematic aspects of other public and private improvements. The plan of the Entry Plaza should introduce, and then allow repetition of, the public spaces that comprise the district, to avoid the appearance of private -only improvements. LANDSCAPING Both public and private landscaping elements are expected to reflect the biome model for The Pointes at Cedar. Landscaping is discussed in detail on page 33 through 38. 301 Page PLAN IMPLEMENTATION STEPS To proceed from Plan to Implementation, there are number of next steps to achieve the vision established for The Pointes at Cedar. The Plan and its Appendices provide a high-level guide for the development of The Pointes at Cedar. The following items, among others, will be a part of the ongoing preparation and implementation for both private development review and public infrastructure construction. It is also realistic to anticipate that, as with any Plan, things can and do change. Amendments to the Plan of significant impact may require re -adoption or amendment consistent with the City's PUD zoning thresholds identified in the zoning ordinance. EXISTING USES Within The Pointes at Cedar area are a variety of existing property owners, many of which are longstanding occupants of the property on which they are located. The Pointes at Cedar Plan anticipates their continued integration within the project, until such time that the property owners elect otherwise. Along Cedar Street, the StorageLink self -storage facility at Dundas and Cedar takes its access from Dundas Road, which for much of the project area is scheduled to be removed. However, this section from Cedar to the entrance of the self -storage facility is programmed for continuation to allow or access to other commercial uses on lands north of Dundas is maintained. The final design of the termination of Dundas at this point has not been addressed but would be a part of the reconstruction planning when Dundas is to be removed. It is noted that the facility itself has few natural connections to The Pointes at Cedar park space. It is anticipated that the development of the public spaces in this area — both to the east and to the south — will be dominated by significant grading and vegetative planting to screen the use from the public areas. There are opportunities in this area to incorporate business plans with surrounding The Pointes at Cedar construction, and the City intends to continue working with the owners of the facility. Farther to the south, Aldi grocery occupies the corner of Cedar Street and School Boulevard. Aldi has recently undergone a small expansion. This use, while not a classic neighbor of a large public space, is considered a compatible commercial facility within the larger planning concept. Additional commercial space is shown adjacent to the Aldi property, which could be utilized for further expansion, or other compatible commercial uses. Commercial space is also programmed for land adjoining the northerly boundary of the Aldi site near The Pointes property, which is viewed as more viable for entertainment commercial. Aldi has a current joint - parking relationship with the currently vacant land to the east. The City views this as a model for The Pointes at Cedar area in an effort to limit the amount of pavement and provide parking supplies that are well matched with the variety of commercial uses in the area. Finally, along Edmonson Avenue, there is a one -acre parcel occupied by a collection of buildings with a variety of uses, including rental residential and rental storage area. This property is a legal nonconformity, and as such, is privileged to retain its current buildings and uses as long as the owner maintains them. At some point in the future, upon the owners interest, redevelopment of this site would be envisioned by The Pointes at Cedar Plan. Under the current concept, this parcel would be utilized for both public access to The Pointes at Cedar, and for private redevelopment purposes as multi -family residential. As noted, there is no specific timeframe, other than the owner's plans, for redevelopment of this parcel. PLAN EVOLUTION As The Pointes at Cedar Small Area Plan is adopted as part of the Monticello 2040 Vision + Plan, any substantive changes to the plan's guidance would require a comprehensive plan amendment. It is anticipated that small adjustment consistent with the vision, guiding principles and goals of the Plan may occur over time. GRADING, PARK PLANNING & LANDSCAPE ARCHITECTURE While the Small Area Plan provides a contextual guide for the overall area, neither the SAP nor its appendices provide final detail on items such as landscaping quantities and selection, sign design, lighting standards, etc. Additional design attention is required to ensure that both the City and the development community understands the scope of the vision for The Pointes area and its translation to on -the -ground improvements. CONSTRUCTION -LEVEL PLANS Each construction project will require separate construction planning and bid documentation as is typical for any large public improvement project. It is critical that the Small Area Plan and its Appendix documents serve as the foundation for these plans in order to properly translate the Plan Vision to reality. LAND USE REGULATIONS/PROCESS To have its greatest effect, this Plan will be incorporated into the City's 2040 Comprehensive Plan as an amendment. Changes to the Plan that require substantive recalculation of the project vision would require amendment under that process, and/or, revision per the amendment/adjustment processes of the City PUD zoning regulations. In that regard, it is expected that to best incorporate the intentions of this Plan, its vision, goals, and objectives, would be the adoption of a PUD zoning district applying to The Pointes at Cedar district area. Process for projects within the district would proceed per the requirements of the PUD process, giving development parties an opportunity to meet directly with public officials and jointly identify project and Plan goals together. Depending on complexity, projects may process in one or more review phases to approval under the PUD zoning ordinance processes in place. PARK, PATHWAYS AND OPEN SPACE Parks, pathways and open space for The Pointes at Cedar will be accomplished through the application of a variety of tools. Right of way dedication and construction of road improvements will be one such tool. Private pathway development serving internal property purposes will also play an important role in connecting residents and businesses to the larger open space system. Park dedication requirements are an additional improvement tool. As a part of the general stormwater requirements, large portions of the pond area and construction will be required which will fulfill both the stormwater management and open space aspects of The Pointes area. How these components of the system will be constructed, and who will 391 Page FUTURE LAND USE MAP COMMERCIAL DESIGNATIONS There are four commercial and mixed land use designations as follows: Community Commercial A Community Commercial designation applies to existing commercial uses along State Highway 25, School Boulevard and Chelsea Road, as well as other small pockets of Monticello that include existing shopping centers, retailers and entertainment uses. The intent of Community Commercial is to provide locations for everyday retail goods and services generally oriented to a city-wide basis. Regional Commercial A Regional Commercial designation applies to areas targeted for uses that serve the traveling public and larger retail uses and commercial development intended for a regional market. This designation is generally applied to various areas along the Interstate 94 corridor with high visibility. The development character of the regional commercial development will continue to be auto -oriented, large format commercial uses such as `big -box' uses and other uses that require a large parking area. Looking to the future, opportunities for connectivity and design linkages between such development and nearby uses and neighborhoods will be emphasized. Downtown Mixed -Use The Downtown Mixed -Use category identifies and designates the downtown area as a primary development focus for downtown intended to improve, revitalize and redevelop Downtown Monticello as envisioned in the 2017 Downtown Small Area Plan. The goal is to transform downtown into a thriving commercial area with new mixed-use, specialty retail and restaurant uses with enhanced streetscape and pedestrian amenities. Entertainment uses, co -working spaces, boutiques and cafes are also envisioned. New downtown development should also embrace and be oriented towards the river whenever possible. Commercial/Residential Flex The Commercial/Residential Flex designation encourages the mix of flexible and compatible development of commercial, office, retail and residential uses in limited areas of the city on the same or adjacent properties. The purpose of this designation is to give the city and property owners flexibility for future land use based on market demand. The Commercial/Residential Flex designation is applied to a few of the remaining large vacant parcels in the City including the parcels located south of Chelsea Road and north of School Boulevard and centered along Dundas Road. This designation is also applied to parcels located between Interstate 94 and 7th Street West. These properties may be developed as commercial, residential, or mixed land uses under the city's PUD zoning, subject to review and approval of the City. TABLE 3.3.- FUTURE LAND USE COMMERCIAL ACREAGES Land Use CategoriesAcreage Community Commercial 125 Regional Commercial 433 Downtown Mixed -Use 48 Commercial and Residential Flex 174 Source: Monticello Downtown Small Area Plan (2017) 60 (« LAND USE, GROWTH AND ORDERLY ANNEXATION COMMERCIAL RESIDENTIAL FLEX (CRF) The purpose of the Commercial Residential Flex designation is to provide limited locations where commercial and residential uses may be allowed and located in close proximity to each other. Mixed-use buildings are typically not appropriate in this designation although they may be considered at discretion of the City. Rather, the intent is to provide locations where a range of compatible uses can be established close to one another. This is a hybrid designation that allows a range of uses including residential, professional office, personal and professional services, hotels, retail and restaurants, entertainment uses and educational services. The goal is to create an urban mix of uses and provide the opportunity for inventive, flexible development standards characteristic of an urban lifestyle center. Commercial • Office/Retail • Professional Service • Restaurants • Hotels • Entertainment Residential • Mixed -Density Residential • Senior Living Facility Public/institutional • Educational Centers Recreational • Plaza • Public Space • Parks/Playgrounds Primary Mode Vehicular with access to collectors and arterials Transit or shuttle service Secondary Mode Pedestrian -friendly streetscape Bicycle facilities and parking • PUD Standards • Density (Low to High Density Residential) • Floor Area Ratio (FAR) 0.30-0.50 '♦1 2018 Correlating J Zoning District PUD Planned Unit Development MONTICELLO 2040 VISION + PLAN 79 Applicant: Date: CONCEPT SUBMITTAL EVALUATION FORM Consistency with The Pointes at Cedar Small Area Plan Goals, Design Values and Elements Comment(s): 1. 2. Compliance Range (circle) ENV MEDIUM HIGH 1. 2. Use (principal and accessory) & Building Architecture Comment(s): 1. 2. Compliance Range (circle) Finding(s): 1. Landscape Design & Elements Comment(s): 1. 2. Compliance Range (circle) MEDIUM HIGH Finding(s): 1. 2. Connectivity (Internal to the project site, to the public space, and to external points) Comment(s): 1. 2. Compliance Range (circle) MEDIUM HIGH Finding(s): 1. 2. Other Site & Building Elements (Utilities, Mechanicals, Service Areas, Signage, Lighting, Etc.) Comment(s): 1. 2. Compliance Range (circle) Finding(s): 1. 0 Special Features (Outdoor Spaces, Art, Rooftop Elements, Sustainable Features, Etc.) Comment(s): Compliance Range (circle) MEDIUM - HIGH Finding(s): Applicant: Date: Isle] 1L M 2 I&I'll= ► 110r -AM CONDITIONS REPORT Consistency with The Pointes at Cedar Small Area Plan Goals, Design Values and Elements Conditions of approval: 1. 2. Use & Building Architecture Conditions of approval: Landscape Design & Elements Conditions of approval: Connectivity (Internal to the project site, to the public space, and to external points) Conditions of approval: Other Site & Building Elements (Utilities, Mechanicals, Service Areas, Signage, Lighting, Etc.) Conditions of approval: Special Features (Outdoor Spaces, Art, Rooftop Elements, Sustainable Features, Etc.) Conditions of approval: Applicant: Date: DEVELOPMENT PERMIT APPLICATION EVALUATION FORM Consistency with The Pointes at Cedar Small Area Plan Goals, Design Values and Elements Development Stage Response Review Comment(s): [Insert comment(s) direct from concept permit approval summary and development stage review response] Updated Development Permit Compliance Range (circle) Finding(s): 1. 2. Use & Building Architecture Development Stage Response Review Comment(s): [Insert comment(s) direct from concept permit approval summary and development stage review response] Updated Development Permit Compliance Range (circle) Finding(s): 1. 2. Landscape Design & Elements Development Stage Response Review Comment(s): [Insert comment(s) direct from concept permit approval summary and development stage review response] Updated Development Permit Compliance Range (circle) I MEDIU HIGH Finding(s): 1. 2. Connectivity (Internal to the project site, to the public space, and to external points) Development Stage Response Review Comment(s): [Insert comment(s) direct from concept permit approval summary and development stage review response] Updated Development Permit Compliance Range (circle) Finding(s): 1. 2. Other Site & Building Elements (Utilities, Mechanicals, Service Areas, Signage, Lighting, Etc.) Development Stage Response Review Comment(s): [Insert comment(s) direct from concept permit approval summary and development stage review response] Updated Development Permit Compliance Range (circle) Finding(s): 1. 2. Special Features (Outdoor Spaces, Art, Rooftop Elements, Sustainable Features, Etc.) Development Stage Response Review Comment(s): [Insert comment(s) direct from concept permit approval summary and development stage review response] Updated Development Permit Compliance Range (circle) MEDIUM HIGH Finding(s): 1. 2.