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City Council Agenda Packet 09-26-20221. Agenda Documents Documents: 09-26-22 AGENDA.PDF 2022-09-12 MINUTES CC (DRAFT).PDF 2022-9-12 MINUTES CC SPEC (DRAFT).PDF 2A PAYMENT OF BILLS.PDF 2B NEW HIRES AND DEPARTURES.PDF 2C SURPLUS PROPERTY.PDF 2D DONATIONS.PDF 2E TRUTH -IN -TAXATION. PDF 2F ORDINANCE - UB ACCOUNTS OWNER.PDF 2G I-94 LOBBYING.PDF 2H BNSF CROSSING AGREEMENTS ELM AND WALNUT STREETS.PDF 21 DOWNTOWN ROADWAY PEDESTRIAN IMPROVEMENTS.PDF 2J VEOLIA CONTRACT EXTENSION.PDF 2K 2021 CIPP FINAL PAYMENT.PDF 2L COMMUNITY SIGN CONTRACT.PDF 2M ELECTRO INDUSTRIES CUP.PDF 2N COUNTRY CLUB MANOR FINAL STAGE PUD.PDF 4A THE POINTES MASTER PLAN.PDF 4B 2023 HRA PRELIMINARY LEVY.PDF 4C 2023 CITY PRELIMINARY LEVY.PDF 4D PW FACILITY ARCHITECT RFP.PDF AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, September 26, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center SPECIAL CITY COUNCIL MEETING Mississippi Room, Monticello Community Center 5 p.m. Public Works Facility Discussion Mayor: Lloyd Hilgart Council Members: Jim Davidson, Bill Fair, Charlotte Gabler, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting Minutes from September 12, 2022 • Regular Meeting Minutes from September 12, 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 • City Announcements F. Council Liaison Updates • EDA • Library Board • Parks, Arts and Recreation Commission • MOAA • Planning Commission G. Department Updates • Fire Department 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 2022-100 accepting donations of $4,963 from Fire Department fundraiser held at Hi -Way Liquors E. Consideration of establishing a date for the Truth -In -Taxation Public hearing F. Consideration of adopting Ordinance 785 amending Code of Ordinances Title V, Chapter 50, Section 50.37, Billing and Enforcement Procedures to add Section "Accounts" G. Consideration of authorizing the reimbursement of 1-94 Coalition lobbying efforts in the Washington D.C. at an estimated cost of $1,500 H. Consideration of approving agreements with BNSF Railway for the Walnut and Elm Street Crossings 1. Consideration of authorizing Bolton and Menk, Inc. to provide additional engineering services for the Downtown Roadway and Pedestrian Improvements project for a total cost of $15,800 J. Consideration of approving a contract extension with Veolia Water North America -Central, LLC for management of the Wastewater Treatment Plant K. Consideration of adopting Resolution 2022-101 accepting improvements and authorizing final payment of $22,204.09 to Visu-Sewer for the construction of the 2021 CIPP project L. Consideration of authorizing preparation and execution of a contract with Bolton & Menk for a Community Sign Guide at a cost of $15,111 M. Consideration of approving a request for an amendment to a Conditional Use Permit for Planned Unit Development related to building expansion. Applicant: Electro Industries N. Consideration of approving a Final Stage Planned Unit Development, Final Plat and Development Agreement, and rezoning to Planned Unit Development for Country Club Manor Second Addition, a proposed mixed residential project consisting of 102 unit multi -family residential units and 60 twinhome units in an R-3 (Medium Density Residence) District. Applicant: Headwaters Development LLC 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of approving The Pointes at Cedar Master Plan for Public Park & Open Space B. Consideration of adopting Resolution 2022-102 approving the City of Monticello Economic Development Authority special benefit levy of $402,000 and accepting the preliminary EDA 2023 budget of $450,000 C. Consideration of adopting Resolution 2022-103 setting the 2023 City of Monticello Preliminary Tax Levy D. Consideration of authorizing a Request for Proposals for architectural services for a new Public Works Facility 4. Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, September 12, 2022 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Bill Fair, Charlotte Gabler and Sam Murdoff Absent: None. 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Gabler moved to approve the agenda with the addition of 20. Councilmember Fair seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from August 22, 2022 • Regular Meeting Minutes from August 22, 2022 Councilmember Gabler moved approval of the minutes. Councilmember Murdoff seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Announcements • Absentee Voting begins September 23, 2022. • Fire Station Annual Open House — September 17, 2022. • Kid Lifting Certification — September 19, 2022 F. Council Liaison Updates • EDA — Councilmember Davidson provided an update of the special meeting held August 18, 2022 which consisted of items related to Block 52. • CMRP — Rachel Leonard provided an update of the meeting held in August where the group discussed their workplan for the next few months. In addition, the group voted to terminate the contract with the process consultant. City Council Minutes: September 12, 2022 Page 1 1 4 • IEDC—Jim Thares provided an update on the meeting held on September 6, 2022. Much of the meeting consisted of a presentation of the housing study and housing projects in Monticello. • Planning Commission — Councilmember Gabler provided an update of the meeting held Tuesday September 6, 2022. Two public hearings were held. Planning Commission continues to seek applications for a member to fill vacant position. G. Department Updates • Downtown Projects Update — Rachel Leonard, City Administrator, provided a brief update of the downtown projects. 2. Consent Agenda: Councilmember Murdoff moved approval of the consent agenda with the addition of 20. Councilmember Davidson seconded the item. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $1,401,725.19. B. Consideration of approving new hires and departures for City departments. Action taken: Approved hires for the MCC and DMV and departures for Hi -Way Liquors, DMV, MCC 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 approving a two-day temporary liquor license for Monticello Lions for Let's Chalk event on October 22-23, 2022. Action taken: License was approved. E. Consideration of approving a two-day temporary liquor license for Rustech Brewing Company for Let's Chalk event on October 22-23, 2022. Action taken: License was approved. F. Consideration of adopting Resolution approving Minnesota Investment Fund (MIF) Grant Contract Agreement No. CDAP-22-0010-H-FY23 with the Minnesota Department of Employment and Economic Development (MN -DEED) for funding in the amount of $220,000 supporting Willi Hahn Corporation's DBA Wiha Tools warehouse and assembly facility development. Action taken: License was approved. City Council Minutes: September 12, 2022 Page 2 1 4 G. Consideration of approving an agreement for final settlement of all outstanding claims related to the Fallon Avenue Bridge Project. Action taken: Agreement was approved. H. Consideration of approving the City of Monticello's membership to the League of Minnesota Cities and authorizing payment of dues in the amount of $14,202. Action taken: Approved membership to LMC and authorized payment. Consideration of approving the recodification of the Monticello Zoning Ordinance, Chapter 153 of the Monticello City Code at an estimated cost of $12,000. Action taken: Approved the recodification of the Monticello Zoning Ordinance. J. Consideration of approving the replacement of the Romp 'n Stomp playground at the Monticello Community Center for the sum of $81,559 through Sourcewell, a cooperative purchasing contract. Action taken: Approved the purchase of the Romp 'n Stomp playground. K. Consideration of adopting Resolution 2022-98 declaring costs to be assessed, ordering preparation of assessment roll and calling for an Assessment Hearing on October 24, 2022 to adopt assessments for the 2022 Street Improvement Project, City Project 22C001. Action taken: Resolution 2022-98 was adopted. L. Consideration of adopting Resolution 2022-99 declaring costs to be assessed, ordering preparation of assessment roll and calling for an Assessment Hearing on October 24, 2022, to adopt assessments for the 2022 Sidewalk Improvement Project, City Project 22C001. Action taken: Resolution 2022-99 was adopted. M. Consideration of approving an amendment to the Spaeth Industrial Park Planned Unit Development as related to building design. Applicant: Ken Spaeth. Action taken: Amendment to Spaeth Industrial PUD was approved. N. Consideration of approving a Conditional Use Permit for Detached Accessory Structure — Major in an R-1, Single Family Residence District. Applicant: Wes Olson. Action taken: The Conditional Use Permit was approved. O. ADDED ITEM: Consideration of approving an amendment to the approved Development Contract and Planned Unit Development for Block 52 First Addition to include additional signatories to the document. Action taken: Amendment was approved. 3. Public Hearings: 4. Regular Agenda: City Council Minutes: September 12, 2022 Page 3 1 4 A. Consideration of approving repairs to John Deere Model 772G grader to be completed by RDO Equipment Company with an estimated cost of $22,122.26 Matt Leonard, City Engineer/Public Works Director, presented the item and gave a brief overview. The grader broke down as the diesel particulate filter system failed and needs to be replaced. There was minimal discussion among City Council. Councilmember Fair moved to approve the repair to the John Deere Model 772G grader by RDO Equipment Company. Councilmember Davidson seconded the motion. Motion carried unanimously. S. Additional Items: Staff requested that a City Councilmember attend meetings with staff and Swan River Montessori Charter School for discussions on their current contract. By consensus Councilmember Murdoff will attend the meetings. S. Adjournment: The meeting was adjourned at 6:58 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: September 12, 2022 Page 4 1 4 MINUTES MONTICELLO CITY COUNCIL BUDGET WORKSHOP Monday, September 12, 2022 — 5 p.m. Academy Room, Monticello Community Center Present: Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart, Sam Murdoff Absent: None Staff: Rachel Leonard, Sarah Rathlisberger, Tom Pawelk, Ron Hackenmueller, Jim Thares, Tracy Ergen, Angela Schumann and Jennifer Schreiber Call to Order Mayor Lloyd Hilgart called the special meeting to order at 5 p.m. 2. 2023 Budget Review Sarah Rathlisberger presented items for the fourth budget workshop. As part of the presentation, she noted Council Direction on August 22, 2022: • Levy Increase: 6-8% • COLA Increase: 4% • Service Levels: Keep Consistent Ms. Rathlisberger noted that the General Fund has a gap of $186,636 and the Monticello Community Center has a gap of $187,933. By removing items from the budget and balancing out there would be an increase of 8% in General Fund and 6.1% increase in levy overall (with EDA levy). Staff requested discussion by Council on how to proceed with the budget. There was agreement by Council that staff removed items as much as they can without cutting service levels. There was comfort with a 6.1% levy increase and possibly slightly higher. Tom Pawelk, Park & Recreation Director, brought forward discussion on the Swan River Montessori Charter School contract. According to the contract, the City should be receiving more money per student. In addition, all students are charged at a resident rate and families of students are given a family membership. There was discussion of these items and there was consensus that students who are not City residents should be charged a non-resident rate. All these items will be discussed in future meetings held with Swan River. Mr. Pawelk requested that a City Councilmember attend these meetings. This will be noted at the regular meeting. 3. Adjournment By consensus, the meeting was adjourned at 6:25 p.m. Recorder: Jennifer Schreiber Approved: City Council Special Meeting Minutes—September 12, 2022 Attest: City Council Special Meeting Minutes—September 12, 2022 City Administrator City Council Agenda: 9/26/2022 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 9/26/2022 ❑ 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 $1,312,260.06. 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 CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Debbie.Davidson Printed: 09/21/2022 - 12:02PM Batch: 00204.09.2022 - 204.09.2022 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2925 1 ST LINE/LEEWES VENTURES LLC Check Sequence: 1 ACH Enabled: False 143393 resale - concession juice 333.50 09/27/2022 226-45125-425410 Check Total: 333.50 Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 2 ACH Enabled: False 60005 UB Sept Invoices (3700) Print, Fold, Stuff, Enve 661.70 09/27/2022 601-49440-431800 60005 UB Sept Invoices (3700) Print, Fold, Stuff, Envc 661.70 09/27/2022 602-49490-431800 60054 UB Past Due Inv. (455) Print, Fold, Stuff, Envel 173.92 09/27/2022 601-49440-431800 60054 UB Past Due Inv. (455) Print, Fold, Stuff, Envel 173.92 09/27/2022 602-49490-431800 Check Total: 1,671.24 Vendor: 2407 ALL ELEMENTS Check Sequence: 3 ACH Enabled: True 9736 patched roof w/ EPDM -909 Golf Course Rd 241.25 09/27/2022 701-00000-440100 Check Total: 241.25 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 4 ACH Enabled: False 3560028 resale- beer 321.80 09/27/2022 609-49750-425200 Check Total: 321.80 Vendor: 4502 ARVIG Check Sequence: 5 ACH Enabled: True 328739 FMN Expenses - Aug. 2022- buried drops 4,182.00 09/27/2022 656-49877-440100 328739 FMN Expenses - Aug. 2022- Clearfield; Gigaspi 22,332.94 09/27/2022 656-49877-422990 329063 install Fibernet to building 213 Broadway W - M 4,954.16 09/27/2022 101-45204-431990 Check Total: 31,469.10 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 6 ACH Enabled: True 105709000 freight 1.13 09/27/2022 609-49750-433300 105709000 resale - mix 114.85 09/27/2022 609-49750-425400 105709000 asst. bags 131.25 09/27/2022 609-49754-421990 AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 105740200 freight 0.60 09/27/2022 609-49750-433300 105740200 resale - condiments 42.55 09/27/2022 609-49750-425500 105740200 asst. bags 88.00 09/27/2022 609-49754-421990 96411400 resale - liquor 19,210.07 09/27/2022 609-49750-425100 96411400 resale - wine 56.00 09/27/2022 609-49750-425300 96411400 freight 212.85 09/27/2022 609-49750-433300 96447200 resale - liquor credit inv. # 9411400 -177.00 09/27/2022 609-49750-425100 96447200 freight credit inv. # 9411400 -1.65 09/27/2022 609-49750-433300 96503800 resale - liquor 7,371.55 09/27/2022 609-49750-425100 96503800 freight 80.85 09/27/2022 609-49750-433300 96506100 freight credit inv. # 96411400 -4.95 09/27/2022 609-49750-433300 96506100 resale - liquor credit inv. # 96411400 -295.50 09/27/2022 609-49750-425100 Check Total: 26,830.60 Vendor: 1067 BERNICK'S Check Sequence: 7 ACH Enabled: False 375232 resale- beer credit -41.34 09/27/2022 609-49750-425200 375233 resale- soda pop 33.06 09/27/2022 609-49750-425400 375234 resale- beer 2,844.50 09/27/2022 609-49750-425200 377897 resale - soda pop 112.27 09/27/2022 609-49750-425400 377898 resale - beer n/a 130.75 09/27/2022 609-49750-425400 377898 resale - beer 1,469.80 09/27/2022 609-49750-425200 377899 resale- credit concession food -20.12 09/27/2022 226-45125-425410 377900 resale- concession food 131.75 09/27/2022 226-45125-425410 Check Total: 4,660.67 Vendor: 2576 BIG LAKE LUMBER Check Sequence: 8 ACH Enabled: False 2209-519721 24"concrete tubes 102.72 09/27/2022 101-45201-421990 Check Total: 102.72 Vendor: 6092 BOGART, PEDERSON & ASSOCIATES, INC. Check Sequence: 9 ACH Enabled: False 17377 drafted description exhibit- EDA prop. to City of 405.00 09/27/2022 101-41910-431990 Check Total: 405.00 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 10 ACH Enabled: True 0295419 22C005 - Downtown Roadway & Pedestrian 24,050.00 09/27/2022 400-43300-459025 Check Total: 24,050.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 11 ACH Enabled: False 345616686 resale- wine 239.27 09/27/2022 609-49750-425300 AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 345616686 resale- liquor 3,568.49 09/27/2022 609-49750-425100 345616686 freight 47.99 09/27/2022 609-49750-433300 Check Total: 3,855.75 Vendor: UB*01413 MARGUERITE BROOK Check Sequence: 12 ACH Enabled: False Refund Check 60.99 08/15/2022 601-00000-202010 Check Total: 60.99 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 13 ACH Enabled: True 2348-000OG 241 General Admin - August 2022 1,008.00 09/27/2022 101-41610-430400 2348-000OG 241 202210- block 52 PUD - August 2022 672.00 09/27/2022 101-00000-220110 2348-000OG 241 21D006- Stony Brook Village - August 2022 128.00 09/27/2022 101-00000-220110 2348-000OG 241 Water- meter tampering - August 2022 80.00 09/27/2022 601-49440-431990 2348-000OG 241 PW Engineering - August 2022 656.00 09/27/2022 101-43115-431990 2348-000OG 241 PW Admin- August 2022 160.00 09/27/2022 101-43110-431990 2348-000OG 241 General Legal - August 2022 400.00 09/27/2022 101-41610-430400 2348-OOOIG 154 Building Code Enforcement - Aug 2022 176.00 09/27/2022 101-42400-430400 2348-0148G 47 16C006 - Fallon Ave Condemnation - Aug 2022 1,018.00 09/27/2022 400-43300-430400 2348-0178G 21D006 - Stony Brook Village Plat 210.00 09/27/2022 101-00000-220110 2348-0188G 202210 - Block 52 First Addition - Aug. 2022 121.80 09/27/2022 101-00000-220110 2348-0189G 3 16C006 - Bluffs in Monticello COA - Aug 2022 96.80 09/27/2022 400-43300-430400 Check Total: 4,726.60 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 14 ACH Enabled: True 2736747 resale - beer 24,651.87 09/27/2022 609-49750-425200 2736747 resale -juice 129.80 09/27/2022 609-49750-425500 2736747 resale - mix 185.75 09/27/2022 609-49750-425400 Check Total: 24,967.42 Vendor: 5942 CERTIFIED LABORATORIES Check Sequence: 15 ACH Enabled: False 7919705 cx. Diesel -Mate All Seasons; cs. premalube #1; ( 958.18 09/27/2022 101-43127-421600 Check Total: 958.18 Vendor: 6032 CROSS CUT PROPERTY SERVICES Check Sequence: 16 ACH Enabled: True 1300 Riverside Cemetery - Aug 2022 mowing/trimmii 2,300.00 09/27/2022 215-49010-431050 1302 Hillside Cemetery - Aug 2022 mowing/trimming 585.00 09/27/2022 101-45201-431050 1303 Blight Mowings (4) - August 2022 400.00 09/27/2022 101-42400-431050 Check Total: 3,285.00 AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 6094 CROWN RIDGE BUILDERS Check Sequence: 17 ACH Enabled: False 9/19/2022 Escrow Refund -9202 Overlook Ln/Spirit Hills/2 2,000.00 09/27/2022 101-00000-220110 9/19/2022 Escrow Refund - 9208 Overlook Ln/Spirit Hills/: 2,000.00 09/27/2022 101-00000-220110 9/19/2022 Escrow Refund - 9218 Overlook Ln/Spirit Hills/: 2,000.00 09/27/2022 101-00000-220110 9/19/2022 Escrow Refund - 9220 Overlook Ln/Spirit Hills/: 2,000.00 09/27/2022 101-00000-220110 Check Total: 8,000.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 18 ACH Enabled: True 1636133 -correct resale - beer correction to inv. 1636133 13.90 09/27/2022 609-49750-425200 1648129 resale - beer 35,058.10 09/27/2022 609-49750-425200 1648129 resale - beer n/a 58.40 09/27/2022 609-49750-425400 1727725 resale - beer 221.00 09/27/2022 609-49750-425200 1728247 resale - beer 3,752.10 09/27/2022 609-49750-425200 1728247 resale - beer n/a 231.60 09/27/2022 609-49750-425400 1729237 resale - beer n/a 41.60 09/27/2022 609-49750-425400 1729237 resale - beer 28,887.55 09/27/2022 609-49750-425200 1729748 resale - beer credit -175.01 09/27/2022 609-49750-425200 1735497 resale - beer 3,167.91 09/27/2022 609-49750-425200 1735497 resale - beer n/a 278.35 09/27/2022 609-49750-425400 1735530 resale - beer credit -129.00 09/27/2022 609-49750-425200 Check Total: 71,406.50 Vendor: 5588 DESIGN TREE ENGINEERING INC Check Sequence: 19 ACH Enabled: False 22539 19C003 CONSTR - SCADA System Improveme 3,836.25 09/27/2022 601-00000-165010 22539 19C003 CONSTR - SCADA System Improveme 3,836.25 09/27/2022 602-00000-165010 Check Total: 7,672.50 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 20 ACH Enabled: True 1506707 resale- beer credit -199.15 09/27/2022 609-49750-425200 1510081 resale- beer 2,417.90 09/27/2022 609-49750-425200 Check Total: 2,218.75 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 21 ACH Enabled: True 910408 PH Seefel CUP - Ad# 1256544 167.68 09/27/2022 101-41910-435100 911335 TIF145-ESCROW - Ad#1258202 Sept. 26 PH E 313.82 09/27/2022 213-00000-220110 Check Total: 481.50 Vendor: 5970 DAVID ERICKSON Check Sequence: 22 ACH Enabled: False 8132 Canopy w/Frame and Storage Bag 850.00 09/27/2022 101-45201-421990 AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 5 Check Total: 850.00 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 23 ACH Enabled: True 9/8/2022 Sept 2022 - Phone - City Hall 723.23 09/27/2022 702-00000-432100 9/8/2022 Sept 2022 - Phone - MCC 557.95 09/27/2022 702-00000-432100 9/8/2022 Sept 2022 - Phone - Ballfields 20.10 09/27/2022 702-00000-432100 9/8/2022 Sept 2022 - Phone - DMV 285.16 09/27/2022 702-00000-432100 9/8/2022 Sept 2022 - Phone - Liquor 334.30 09/27/2022 702-00000-432100 9/8/2022 Sept 2022 - Phone - Fire Hall 405.32 09/27/2022 702-00000-432100 9/8/2022 Sept 2022 - Phone - Public Works 1,275.28 09/27/2022 702-00000-432100 9/8/2022 Sept 2022 - Phone - Parks 115.74 09/27/2022 702-00000-432100 9/8/2022 Sept 2022 - Phone - Prairie Center 13.22 09/27/2022 702-00000-432100 9/8/2022 Sept 2022 - Internet - City Hall 248.90 09/27/2022 702-00000-432300 9/8/2022 Sept 2022 - Internet - MCC 10.00 09/27/2022 702-00000-432300 9/8/2022 Sept 2022 - Internet - DMV 89.90 09/27/2022 702-00000-432300 9/8/2022 Sept 2022 - Internet - Liquor 45.95 09/27/2022 702-00000-432300 9/8/2022 Sept 2022 - Internet - Fire Hall 170.90 09/27/2022 702-00000-432300 9/8/2022 Sept 2022 - Internet - Animal Shelter 33.95 09/27/2022 702-00000-432300 9/8/2022 Sept 2022 - Internet - Public Works 53.95 09/27/2022 702-00000-432300 9/8/2022 Sept 2022 - Cable - Fire Hall 116.85 09/27/2022 101-42200-431990 9/8/2022 Sept 2022 - Cable - MCC 194.85 09/27/2022 226-45127-432500 9/8/2022 Sept 2022 - Data Hosting 500.00 09/27/2022 702-00000-431900 9/8/2022 Sept 2022 - Service Contract 250.00 09/27/2022 702-00000-431900 9/8/2022 Sept 2022 - Phone & Internet - Monti Arts 222.45 09/27/2022 101-45204-431990 Check Total: 5,668.00 Vendor: 1174 FINKEN WATER CENTERS Check Sequence: 24 ACH Enabled: False 24227TL (4) 40# solar salt; fuel surcharge 40.95 09/27/2022 701-00000-421990 Check Total: 40.95 Vendor: 4821 FIRE CATT, LLC Check Sequence: 25 ACH Enabled: False 11391 (10,585) ft. fire hose testing 3,683.75 09/27/2022 101-42200-440440 Check Total: 3,683.75 Vendor: 1232 HILLYARD INC MINNEAPOLIS Check Sequence: 26 ACH Enabled: False 700518628 (2)squeegee blade 131.97 09/27/2022 226-45126-421990 Check Total: 131.97 Vendor: 5972 HUFFCUTT CONCRETE, LLC Check Sequence: 27 ACH Enabled: True AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 6709 ZPARKS-ELREST - modular restroom; Enginee 135,250.00 09/27/2022 400-43300-453010 Check Total: 135,250.00 Vendor: 6023 BENJAMIN HUGUS Check Sequence: 28 ACH Enabled: False E-2664 dba - Ursa -resale- beer 487.48 09/27/2022 609-49750-425200 Check Total: 487.48 Vendor: 5444 J & G HOLDINGS Check Sequence: 29 ACH Enabled: True 4186 Oct. 2022 cleaning- Fire/Law Enforcement 560.00 09/27/2022 701-00000-431100 Check Total: 560.00 Vendor: 2852 JEFFREY JOHNSON Check Sequence: 30 ACH Enabled: True 14373 dba Midwest Business Promo - (500) press n stic 403.35 09/27/2022 609-49754-434990 Check Total: 403.35 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 31 ACH Enabled: False 2131519 freight 79.53 09/27/2022 609-49750-433300 2131519 resale- liquor 5,446.86 09/27/2022 609-49750-425100 2131520 resale- wine 3,886.90 09/27/2022 609-49750-425300 2131520 resale- wine n/a 215.95 09/27/2022 609-49750-425400 2131520 freight 105.61 09/27/2022 609-49750-433300 2133800 resale - liquor 14,173.04 09/27/2022 609-49750-425100 2133800 freight 144.84 09/27/2022 609-49750-433300 2133801 freight 11.55 09/27/2022 609-49750-433300 2133801 resale- wine 404.15 09/27/2022 609-49750-425300 2133801 resale- mix 70.00 09/27/2022 609-49750-425400 2133802 resale- beer 108.00 09/27/2022 609-49750-425200 2135112 freight 64.70 09/27/2022 609-49750-433300 2135112 resale- liquor 3,092.01 09/27/2022 609-49750-425100 2135113 resale- wine 1,739.40 09/27/2022 609-49750-425300 2135113 resale- mix 91.95 09/27/2022 609-49750-425400 2135113 freight 49.56 09/27/2022 609-49750-433300 2136412 freight 9.64 09/27/2022 609-49750-433300 2136412 resale- liquor 852.90 09/27/2022 609-49750-425100 2136413 resale- wine 1,104.00 09/27/2022 609-49750-425300 2136413 freight 33.00 09/27/2022 609-49750-433300 218792 freight credit inv. 2119882 -1.65 09/27/2022 609-49750-433300 218794 freight credit inv. 2119883 -33.00 09/27/2022 609-49750-433300 218795 freight credit inv. 6449920 -4.95 09/27/2022 609-49750-433300 218796 freight credit inv. 6449921 -69.30 09/27/2022 609-49750-433300 AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 219211 resale- wine credit inv. # 2087659 -6.00 09/27/2022 609-49750-425300 219212 resale- liquor credit inv. # 2093205 -13.08 09/27/2022 609-49750-425100 219213 resale- liquor credit inv. # 2095496 -13.84 09/27/2022 609-49750-425100 Check Total: 31,541.77 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 32 ACH Enabled: True 177492 resale- liquor 672.00 09/27/2022 609-49750-425100 177492 freight 8.00 09/27/2022 609-49750-433300 177681 freight 15.00 09/27/2022 609-49750-433300 177681 resale- wine 1,046.00 09/27/2022 609-49750-425300 Check Total: 1,741.00 Vendor: 1933 M & M EXPRESS SALES & SERVICE Check Sequence: 33 ACH Enabled: False 382801 1 gal. moto mix 35.24 09/27/2022 101-45201-421600 Check Total: 35.24 Vendor: 1305 MACQUEEN EQUIPMENT LLC Check Sequence: 34 ACH Enabled: True P06291 fire helmet; (5) facepiece 4 pt.; (3) leath 1,766.82 09/27/2022 101-42200-421120 P06509 fire helmet; (3) Cairns 6" leath 171.67 09/27/2022 101-42200-421120 P07667 (3) adapter; hardcoat lug 149.03 09/27/2022 101-43120-421990 Check Total: 2,087.52 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 35 ACH Enabled: True INVI0346468 Project Management Services PIT 248.00 09/27/2022 702-00000-431900 Check Total: 248.00 Vendor: 6090 SHAWN DANIEL MCCANN Check Sequence: 36 ACH Enabled: False 1939 50% downpayment Chalk Fest - flights; stipends 15,000.00 09/27/2022 101-45204-431990 Check Total: 15,000.00 Vendor: 6007 PARKER MCDONALD Check Sequence: 37 ACH Enabled: True MCC mural MCC mural touch up 6,000.00 09/27/2022 101-45204-431990 SmallMouth #2 Public Art Gramt Rnd. 2 - Small Mouth Bass- fix 14,000.00 09/27/2022 101-45204-431990 Check Total: 20,000.00 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 38 ACH Enabled: False 639310 C0560- rep. (2) evap. fan motors on cooler; 1,125.65 09/27/2022 701-00000-440100 639355 Quarterly Maintenance #C0520- MCC 9/1-11/30 520.00 09/27/2022 701-00000-431990 AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 8 Check Total: 1,645.65 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 39 ACH Enabled: True Sept 2022 Monthly Allocation - Sept 2022 5,416.67 09/27/2022 101-45175-444310 Check Total: 5,416.67 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 40 ACH Enabled: False 7254 TIF 1-45 - Block 52 - August 2022 1,075.00 09/27/2022 213-00000-220110 Check Total: 1,075.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 41 ACH Enabled: True 25979 Technical Assistance - City Projects - August 20: 5,436.00 09/27/2022 101-41910-431990 25979 21C007 - The Pointes - Technical Assistance - ? 158.00 09/27/2022 400-43300-453010 25980 202210 - Deephaven Block 52 Prelim Plat/PUD 305.60 09/27/2022 101-00000-220110 25980 202232 - Olson Garage CUP - August 2022 878.60 09/27/2022 101-00000-220110 25980 202230 - Spaeth PUD Amendment - August 20� 955.00 09/27/2022 101-00000-220110 25980 202235 - Monticello Lakes Revison - August 2C 1,738.10 09/27/2022 101-00000-220110 25980 202201 - Ingle Dog Daycare - August 2022 592.10 09/27/2022 101-41910-431990 25981 Technical Assistance - Meetings - August 2022 300.00 09/27/2022 101-41910-431990 Check Total: 10,363.40 Vendor: 4551 NOVAK BUILDERS & REMODELERS Check Sequence: 42 ACH Enabled: False 9/12/2022 Escrow Refund - 4210 Eaton Cir/Featherstone/2: 2,000.00 09/27/2022 101-00000-220110 Check Total: 2,000.00 Vendor: 4472 NOVAK FLECK INC Check Sequence: 43 ACH Enabled: False 9/20/2022 22D001 - Security Reduction Featherstone 6th R 237,699.88 09/27/2022 101-00000-220110 Check Total: 237,699.88 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 44 ACH Enabled: True 5522 solar rebate program - Xcel 57,343.79 09/27/2022 101-41310-443992 Check Total: 57,343.79 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 45 ACH Enabled: True Sept 2nd Semi Monthly Contract Payment 1,622.25 09/27/2022 101-42700-431200 Check Total: 1,622.25 AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1412 OMANN BROTHERS INC Check Sequence: 46 ACH Enabled: False 16396 (3.01) AC Fines mix 279.93 09/27/2022 101-43120-422400 16400 (2.01) AC Fines mix 186.93 09/27/2022 101-43120-422400 16417 (82.02) SPWEA240B 82.02 09/27/2022 101-43120-422400 16425 (3) AC Fines Mix 279.00 09/27/2022 101-43120-422400 16438 (63.75) SPWEA240B 5,228.78 09/27/2022 101-43120-422400 Check Total: 6,056.66 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 47 ACH Enabled: True 313834 resale - concession food 626.64 09/27/2022 226-45125-425410 Check Total: 626.64 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 48 ACH Enabled: False 6459838 resale - liquor 2,813.02 09/27/2022 609-49750-425100 6459838 freight 53.70 09/27/2022 609-49750-433300 6459839 freight 18.51 09/27/2022 609-49750-433300 6459839 resale - wine 857.32 09/27/2022 609-49750-425300 6460698 resale - liquor 2,141.36 09/27/2022 609-49750-425100 6460698 freight 19.23 09/27/2022 609-49750-433300 6460699 freight 35.73 09/27/2022 609-49750-433300 6460699 resale - liquor 99.25 09/27/2022 609-49750-425100 6460699 resale - wine 945.98 09/27/2022 609-49750-425300 6460699 resale - wine n/a 156.00 09/27/2022 609-49750-425400 6461784 resale - liquor 1,472.10 09/27/2022 609-49750-425100 6461784 freight 19.79 09/27/2022 609-49750-433300 677730 resale- liquor credit inv. # 6421098 -2.24 09/27/2022 609-49750-425100 677731 resale- liquor credit inv. # 6438991 -26.25 09/27/2022 609-49750-425100 677732 resale- wine credit inv. # 6443244 -19.00 09/27/2022 609-49750-425300 Check Total: 8,584.50 Vendor: 5713 R.D.OFFUTT COMPANY Check Sequence: 49 ACH Enabled: False W1172214 325G Compact Track- repair air cond.; camera 856.40 09/27/2022 101-43120-422100 Check Total: 856.40 Vendor: 5951 RUFFRIDGE JOHNSON EQUIPMENT COME Check Sequence: 50 ACH Enabled: False IA23575 (2) shovel brac 26E 43.03 09/27/2022 101-43120-422100 Check Total: 43.03 Vendor: 5079 S W WOLD Check Sequence: 51 ACH Enabled: False AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 9/13/2022 Escrow Refund - 9124 Orchard Cir E/Autumn R 2,000.00 09/27/2022 101-00000-220110 9/20/2022 Escrow Refund - 9143 Apple Ln/Autumn Ridge 2,000.00 09/27/2022 101-00000-220110 Check Total: 4,000.00 Vendor: 5775 SAND CREEK LLC Check Sequence: 52 ACH Enabled: False 9/19/2022 Escrow Refund- 9222 Overlook Ln/Spirit Hills/2 2,000.00 09/27/2022 101-00000-220110 Check Total: 2,000.00 Vendor: 1476 SCHLUENDER CONSTRUCTION INC Check Sequence: 53 ACH Enabled: False 23209 (16) yd. cruched concrete 266.29 09/27/2022 101-43120-422400 Check Total: 266.29 Vendor: 6093 SIR LINES -A -LOT Check Sequence: 54 ACH Enabled: False H22-0883-001 pavement striping project - payment #1 19,299.48 09/27/2022 101-43120-440990 Check Total: 19,299.48 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 55 ACH Enabled: False 2256257 freight 16.80 09/27/2022 609-49750-433300 2256257 resale- liquor 1,622.25 09/27/2022 609-49750-425100 2256258 resale - wine 356.00 09/27/2022 609-49750-425300 2256258 freight 5.60 09/27/2022 609-49750-433300 2259057 freight 21.14 09/27/2022 609-49750-433300 2259057 resale- liquor 2,211.01 09/27/2022 609-49750-425100 2259058 resale- liquor 62.75 09/27/2022 609-49750-425100 2259058 resale- wine 1,172.32 09/27/2022 609-49750-425300 2259058 freight 28.00 09/27/2022 609-49750-433300 5087295 freight 1.40 09/27/2022 609-49750-433300 Check Total: 5,497.27 Vendor: 5989 SP3,LLC Check Sequence: 56 ACH Enabled: True W-161308 dba Pequod Dist. - resale- beer 431.25 09/27/2022 609-49750-425200 Check Total: 431.25 Vendor: 1518 TDS TELECOM Check Sequence: 57 ACH Enabled: True 763-271-3257 TDS 101.59 09/27/2022 702-00000-432100 763-295-0078 TDS - Fire 230.11 09/27/2022 702-00000-432100 763-295-0338 TDS 66.86 09/27/2022 702-00000-432100 763-295-2005 TDS 20.20 09/27/2022 702-00000-432100 AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 763-295-3714 TDS - Reservoir 343.78 09/27/2022 702-00000-432100 Check Total: 762.54 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 58 ACH Enabled: True 71795155 maint. system storage; heated mirror; asst. fuse; 1 577.23 09/27/2022 101-43127-421990 Check Total: 577.23 Vendor: 2614 TITAN MACHINERY Check Sequence: 59 ACH Enabled: False 17466278 GP turbocharger; hose; air intake; etc 2,546.91 09/27/2022 101-43120-422100 17475453 GP bearing carrier; u -joint; lock nut; etc. 529.17 09/27/2022 101-43120-422100 Check Total: 3,076.08 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 60 ACH Enabled: False 1109579 resale- mix 622.98 09/27/2022 609-49750-425400 1109579 resale- condiments 288.51 09/27/2022 609-49750-425500 Check Total: 911.49 Vendor: 1544 US POSTAL SERVICE Check Sequence: 61 ACH Enabled: False 9/14/2022 PI 42 - UB Past Due Billing (455 pcs) (1/2) 129.67 09/27/2022 602-49490-432200 9/14/2022 PI 42 - UB Past Due Billing (455 pcs) (1/2) 129.68 09/27/2022 601-49440-432200 9/8/2022 PI 42 - UB Sept Billing (3700 pcs) (1/2) 912.05 09/27/2022 601-49440-432200 9/8/2022 PI 42 - UB Sept Billing (3700 pcs) (1/2) 912.05 09/27/2022 602-49490-432200 Check Total: 2,083.45 Vendor: 1684 VINOCOPIA Check Sequence: 62 ACH Enabled: True 312665 resale - wine 456.00 09/27/2022 609-49750-425300 312665 resale - liquor 709.00 09/27/2022 609-49750-425100 312665 freight 18.00 09/27/2022 609-49750-433300 Check Total: 1,183.00 Vendor: 4697 VISU-SEWER, INC. Check Sequence: 63 ACH Enabled: False PayApp#2 Final 21C006-2021 Sanitary Sewer Lining - Pay App 1 22,204.09 09/27/2022 602-00000-165010 Check Total: 22,204.09 Vendor: 1555 VONCO II LLC Check Sequence: 64 ACH Enabled: False V20000069919 (9.10) TN street sweeping disposal service 528.50 09/27/2022 652-49882-431990 AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 12 Check Total: 528.50 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 65 ACH Enabled: True 73740 9/22 - water testing - BCOL coliform 17.00 09/27/2022 101-45201-431990 9190 Water Testing - August 2022 255.00 09/27/2022 601-49440-431990 Check Total: 272.00 Vendor: 5538 WAYNE'S HOME SERVICES Check Sequence: 66 ACH Enabled: False 2248 window cleaning in/out Fire Station garage door: 754.00 09/27/2022 701-00000-431990 Check Total: 754.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 67 ACH Enabled: True 10779 Labor - wiring for MontiArts 213 Broadway W 1,597.50 09/27/2022 101-45204-431990 10779 Parts- wiring for MontiArts 213 Broadway W 588.69 09/27/2022 101-45204-431990 10781 Labor - Bollard Light 170.00 09/27/2022 701-00000-440100 10781 Labor - Bollard Light - 2 Special Order Lamps 82.50 09/27/2022 701-00000-440100 10784 Compost site - gate wiring, as per quote 8/5/22 7,660.00 09/27/2022 101-43120-440100 10785 Labor- compost site gate -prep for Fibemet equpi 987.50 09/27/2022 101-43120-440100 10785 Parts- compost site gate -prep for Fibemet equpm 598.97 09/27/2022 101-43120-440100 10794 Parts- replace pool light fixture; repair light in w 760.00 09/27/2022 701-00000-440100 10794 Labor - replace pool light fixture; repair light in, 255.00 09/27/2022 701-00000-440100 Check Total: 12,700.16 Vendor: 1572 THE WINE COMPANY Check Sequence: 68 ACH Enabled: True 214389 resale - wine 853.34 09/27/2022 609-49750-425300 214389 freight 24.30 09/27/2022 609-49750-433300 Check Total: 877.64 Vendor: 1206 WINEBOW INC. Check Sequence: 69 ACH Enabled: True MN00118700 resale- wine 1,342.72 09/27/2022 609-49750-425300 MN00118700 resale- liquor 135.96 09/27/2022 609-49750-425100 MN00118700 freight 22.50 09/27/2022 609-49750-433300 Check Total: 1,501.18 Vendor: 2645 WRIGHT CO AUDITOR-TREAS Check Sequence: 70 ACH Enabled: False 09/9/2022 TIF 1-22 Excess Tax Increment Returned to Con 188,360.00 09/27/2022 213-46522-443989 Check Total: 188,360.00 AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 71 ACH Enabled: True 9/9/2022 Court Fines & Fees - Aug 2022 2,172.85 09/27/2022 101-42100-430410 Check Total: 2,172.85 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 72 ACH Enabled: False 202200000057 Easement- Ditch 33 A# 1515697 46.00 09/27/2022 101-43110-443990 Check Total: 46.00 Vendor: 5795 WRIGHT COUNTY FINANCE & TAXPAYER Check Sequence: 73 ACH Enabled: False 800 MHz 2022 (48) 2022 annual 800 MHz radio infrastructure f 5,040.00 09/27/2022 101-42200-431990 Check Total: 5,040.00 Total for Check Run: 1,043,326.47 Total of Number of Checks: 73 The preceding list of bills payable was reviewed and approved for payment. Date: 9/26/2022 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (09/21/2022 - 12:02 PM) Page 13 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 09/16/2022 - 12:13PM Batch: 00201.09.2022 - 201-09-2022 US Bank Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 2364754 (16,123) Transactions 8/2022 1,731.29 09/15/2022 609-49754-443980 2364754 8/2022 cc machine rental 128.61 09/15/2022 609-49754-424100 Check Total: 1,859.90 Vendor: 6041 HEALTHEQUITY INC Check Sequence: 2 ACH Enabled: True 40360704 FSA- Dependent Care 192.31 09/15/2022 101-00000-217200 40362709 FSA- Dependent Care 192.29 09/15/2022 101-00000-217200 40362709 FSA - Medical 110.26 09/15/2022 101-00000-217300 Check Total: 494.86 Vendor: 3241 LINCOLN FINANCIAL GROUP Check Sequence: 3 ACH Enabled: True 9/1/2022 Life Insurance - Sept 2022 2,839.44 09/15/2022 101-00000-217066 Check Total: 2,839.44 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 4 ACH Enabled: True August August Sales Tax - Liquor 59,551.75 09/15/2022 609-00000-208100 August August Sales Tax - Liquor 1.25 09/15/2022 609-49750-443990 August August Sales Tax - General 150.61 09/15/2022 101-00000-208100 August August Sales Tax - General 0.39 09/15/2022 101-41310-443990 August August Waste Tax - General 150.47 09/15/2022 101-00000-208120 August August Waste Tax - General 0.53 09/15/2022 101-43230-443990 August August Sales Tax - MCC 4,658.95 09/15/2022 226-00000-208100 August August Sales Tax - MCC 0.05 09/15/2022 226-45122-443990 August August Sales Tax - Water 3,390.84 09/15/2022 601-00000-208100 August August Sales Tax - Water 0.16 09/15/2022 601-49440-443990 August August Sales Tax - Cemetary 3.43 09/15/2022 215-00000-208100 August August Sales Tax - Cemetary -0.43 09/15/2022 215-00000-362900 Check Total: 67,908.00 AP -Computer Check Proof List by Vendor (09/16/2022 - 12:13 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5147 MN PEIP Check Sequence: 5 1222415 Health Insurance - Oct 2022 49,345.65 09/15/2022 101-00000-217061 Check Total: 49,345.65 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 6 UB July 2022 5005 - spklr - 822 Hart Blvd. 248.33 09/15/2022 101-43120-438200 UB July 2022 8631 - Animal Shelter 112.74 09/15/2022 101-42700-438200 UB July 2022 5026 - Ellison Park 1,056.26 09/15/2022 101-45201-438200 UB July 2022 8905 - PW Office 17.50 09/15/2022 101-43127-438200 UB July 2022 5002- spklr- 1510 Hart Blvd 91.01 09/15/2022 101-43120-438200 UB July 2022 8119 - 303 6th St - Parks new 277.54 09/15/2022 101-45201-438200 UB July 2022 7224 - WWTP 2,929.72 09/15/2022 602-49480-438200 UB July 2022 8394 - spklr - Riverside Cem. 17.06 09/15/2022 215-49010-438200 UB July 2022 7256-004 - 130 Brdwy- Stormwtr 26.25 09/15/2022 213-46301-438200 UB July 2022 5004 - spklr - 1390 Hart Blvd 348.93 09/15/2022 101-43120-438200 UB July 2022 7441 - spklr - 200 W. Broadway 19.88 09/15/2022 101-43120-438200 UB July 2022 14915 - spklr - 4100 1/2 Cedar 13.17 09/15/2022 101-43120-438200 UB July 2022 8528 - Monti -NSP Sftbll Fields 2,359.86 09/15/2022 101-45203-438200 UB July 2022 8086 - 4th St. Warming House 17.50 09/15/2022 101-45201-438200 UB July 2022 8177 - Library 318.37 09/15/2022 101-45501-438200 UB July 2022 8674 - spklr - 207 Chelsea Rd 253.70 09/15/2022 601-49440-438200 UB July 2022 8117 - MCC 1,428.03 09/15/2022 226-45126-438200 UB July 2022 8622 - Pioneer Park bathroom 21.59 09/15/2022 101-45201-438200 UB July 2022 10128 - DMV 50.50 09/15/2022 653-41990-438200 UB July 2022 8906 - spklr - PW 6.29 09/15/2022 101-43127-438200 UB July 2022 5569 - spklr - Meadow Oak Ave 1,282.11 09/15/2022 101-45201-438200 UB July 2022 8488 - spklr - Hillcrest Park 389.56 09/15/2022 101-45201-438200 UB July 2022 15291 - Commuter Lot- Stormwtr 54.25 09/15/2022 101-43120-438200 UB July 2022 13953 - spklr - Hwy25/SE Brdwy 28.36 09/15/2022 101-43120-438200 UB July 2022 15064 - spklr -Featherstone Pk 152.97 09/15/2022 101-45201-438200 UB July 2022 15363 - spklr- Fallon/7th St. 103.27 09/15/2022 101-43120-438200 UB July 2022 5248 - spklr - Bridge Park E 600.51 09/15/2022 101-45201-438200 UB July 2022 7885 - Facilities Maintenance 45.50 09/15/2022 701-00000-438200 UB July 2022 15292 - Dwntwn Parking-Strmwtr 26.25 09/15/2022 101-43120-438200 UB July 2022 5249 - spklr - Bridge Park W 462.99 09/15/2022 101-45201-438200 UB July 2022 8533 - spklr Chelsea Rd Lft St 235.82 09/15/2022 602-49490-438200 UB July 2022 15362 - spklr-Fallon/Chelsea 127.61 09/15/2022 101-43120-438200 UB July 2022 7256-007 - 103 Pine St- EDA 45.50 09/15/2022 213-46301-438200 UB July 2022 5003 - spklr - 1460 Hart Blvd 94.59 09/15/2022 101-43120-438200 UB July 2022 8621 - spklr- Fenning rnd-a-bt 43.80 09/15/2022 101-43120-438200 UB July 2022 8903 - PW Shop/Clerical 417.61 09/15/2022 101-43127-438200 UB July 2022 8120 - Bldg. Inspec. Garage 45.50 09/15/2022 101-41940-438200 ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (09/16/2022 - 12:13 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference UB July 2022 10063 - spklr - Front St. Park 83.86 09/15/2022 101-45201-438200 UB July 2022 7256-008 - 112 River St. W EDA 45.50 09/15/2022 213-46301-438200 UB July 2022 10267 - spklr - Comm. Garden 45.44 09/15/2022 226-45127-438200 UB July 2022 5250 - Bridge Park W 58.66 09/15/2022 101-45201-438200 UB July 2022 8904 - PW Vehicle Storage 9.44 09/15/2022 101-43127-438200 UB July 2022 5637 - Meadow Oak Dog Park 7.10 09/15/2022 101-45201-438200 UB July 2022 7256-003 - 349 Brdwy W - MontiArts 45.50 09/15/2022 101-45204-438200 UB July 2022 8114 - Hi -Way Liquors 300.76 09/15/2022 609-49754-438200 UB July 2022 14522 - spklr - Hillside Cem. 65.40 09/15/2022 101-45201-438200 UB July 2022 15640 - 103 Chelsea Rd- Fire 287.70 09/15/2022 101-42200-438200 UB July 2022 7256-0010 - 101 Broadway W - EDA July 45.50 09/15/2022 213-46301-438200 UB July 2022 7256-0011 107 Broadway W - EDA July 45.50 09/15/2022 213-46301-438200 UB July 2022 7256-013 - 113 Bdwy W- EDA 45.50 09/15/2022 213-46301-438200 UB July 2022 7256-014 - 121 Bdwy W- EDA 49.59 09/15/2022 213-46301-438200 UB July 2022 16726 - 205 Pine Street 61.94 09/15/2022 101-45201-438200 UB July 2022 16795 - 213 Brdwy. W - MontiArts 45.50 09/15/2022 101-45204-438200 Check Total: 15,013.32 Vendor: 2282 MRI SOFTWARE Check Sequence: 7 1218322 August Background Checks (2) 46.00 09/15/2022 226-45122-431990 1218322 August Background Checks (5) 187.00 09/15/2022 101-42200-431990 1218322 August Background Checks (13) 296.00 09/15/2022 101-41410-431990 1218322 August Background Checks (4) 92.00 09/15/2022 653-41990-431990 Check Total: 621.00 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 8 09/06/2022 Waste Mgmt - July 2022 156.75 09/15/2022 101-45201-438400 09/06/2022 Waste Mgmt - July 2022 35.80 09/15/2022 101-43127-438400 09/06/2022 Waste Mgmt - July 2022 25.06 09/15/2022 609-49754-438400 09/06/2022 Waste Mgmt - July 2022 219.30 09/15/2022 226-45126-438400 09/06/2022 Waste Mgmt - July 2022 119.05 09/15/2022 602-49480-438400 09/06/2022 Waste Mgmt - July 2022 12.53 09/15/2022 101-45501-431990 09/06/2022 Waste Mgmt - July 2022 - Recycling 20,446.64 09/15/2022 101-43230-438400 09/06/2022 Waste Mgmt - July 2022 - GFEE 4,395.65 09/15/2022 101-00000-208120 09/06/2022 Waste Mgmt - July 2022 - Garbage 45,159.89 09/15/2022 101-43230-438400 09/06/2022 Amazon - File Folders 22.08 09/15/2022 101-41310-421990 09/06/2022 Amazon - Paper Plates, Staples, Rubber Bands, 87.69 09/15/2022 653-41990-421990 09/06/2022 Cintas - Inv# 4127232020 40.34 09/15/2022 101-45501-431990 09/06/2022 Cintas - Inv# 4127232058 80.99 09/15/2022 226-45126-431990 09/06/2022 Cintas - Inv# 4127956896 54.80 09/15/2022 653-41990-431990 09/06/2022 Cub - Mini Muffins, Fruit Tray, OJ - Downtown 48.24 09/15/2022 101-41910-443990 ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (09/16/2022 - 12:13 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 09/06/2022 Cub - Coffee Creamer (4) - Election Precincts 17.16 09/15/2022 101-41310-443990 09/06/2022 Dacotah Paper - Cleaning Supplies 1,087.74 09/15/2022 701-00000-421990 09/06/2022 Dacotah Paper - Credit for Returned Straws -43.81 09/15/2022 226-45125-421990 09/06/2022 Domino's Pizza - Dinner Primary Election - Prec 31.81 09/15/2022 101-41410-443990 09/06/2022 Domino's Pizza - Dinner Primary Election - Prec 31.81 09/15/2022 101-41410-443990 09/06/2022 Domino's Pizza - Dinner Primary Election - Prec 31.81 09/15/2022 101-41410-443990 09/06/2022 Domino's Pizza - EDA Special Meeting 45.39 09/15/2022 213-46301-443990 09/06/2022 Monti General Rental - Credit Stanchion Rental -55.00 09/15/2022 101-41410-421990 09/06/2022 Holiday - Ice for Primary Elections 5.38 09/15/2022 101-41410-443990 09/06/2022 Home Depot - LED Light for Facility Maintenan 34.97 09/15/2022 701-00000-421990 09/06/2022 Innovative - Paper (2 boxes) 101.30 09/15/2022 101-41310-421990 09/06/2022 Innovative - Binder Clips 8.35 09/15/2022 653-41990-421990 09/06/2022 Jimmy Johns - Lunch Primary Elections - Precin 60.57 09/15/2022 101-41410-443990 09/06/2022 Jimmy Johns - Lunch Primary Elections - Precin 60.57 09/15/2022 101-41410-443990 09/06/2022 Jimmy Johns - Lunch Primary Elections - Precin 60.57 09/15/2022 101-41410-443990 09/06/2022 Jimmy Johns - Lunch Primary Elections - Precin 60.57 09/15/2022 101-41410-443990 09/06/2022 Jimmy Johns - Lunch Primary Elections 13.64 09/15/2022 101-41410-443990 09/06/2022 Jimmy Johns - Planning Comm/City Council Me 111.04 09/15/2022 101-41110-443990 09/06/2022 Kwik Trip - Donuts & Ic3 - Primary Election 25.11 09/15/2022 101-41410-443990 09/06/2022 Long Building Technology - Sensor 883.32 09/15/2022 701-00000-421990 09/06/2022 MN GFOA - 2022 Conference Registration (LL) 230.00 09/15/2022 101-41520-433100 09/06/2022 Moon Donuts - Donuts for Downtown Round M 17.94 09/15/2022 101-41910-443990 09/06/2022 Republic Services - Shredding Service (CH) 34.04 09/15/2022 101-41310-431990 09/06/2022 Republic Services - Shredding Service (DMV) 34.04 09/15/2022 653-41990-431990 09/06/2022 Verizon - June 21 - July 20 1,120.29 09/15/2022 702-00000-432100 09/06/2022 Walmart - Employee Picnic: Gift Cards, Ice Crez 188.36 09/15/2022 101-41800-443990 09/06/2022 Monti Chamber - August Lunch (RL) 25.00 09/15/2022 101-41310-443990 09/06/2022 Amazon - Pens, Napkins, Paper Towels 121.36 09/15/2022 101-41310-421990 09/06/2022 MN APA - Conference Registration (AS) 411.01 09/15/2022 101-41910-433100 09/06/2022 MN Dept Labor - Annual Elevator Operating Pei 100.00 09/15/2022 701-00000-443700 09/06/2022 Auto Value - ATC/ATO fused circuit 3.99 09/15/2022 101-43120-422110 09/06/2022 M & M Express - primer pump 4.80 09/15/2022 101-45201-422990 09/06/2022 Home Depot - (2) 10 oz. liquid nail 7.16 09/15/2022 602-49490-422990 09/06/2022 Auto Value - heavy duty duct tape black 7.49 09/15/2022 101-43127-421990 09/06/2022 Bugambillias - meeting meal w/ Cheif Harnois - 10.59 09/15/2022 101-42200-433100 09/06/2022 Amazon - (2) 36 pk. pens 10.68 09/15/2022 226-45122-421990 09/06/2022 Amazon - compliance sign 12.00 09/15/2022 101-45204-421990 09/06/2022 Mills Fleet Farm - (5) keys 14.95 09/15/2022 101-45201-421990 09/06/2022 Amazon - 56 oz. dish soap refill 15.48 09/15/2022 226-45125-421990 09/06/2022 Amazon - 24 pocket shoe organizer; 600pc. pho 16.36 09/15/2022 101-45204-421990 09/06/2022 Amazon - 25 pk. socks for Romp & Stomp 16.99 09/15/2022 226-45125-421990 09/06/2022 Amazon - power strip 17.58 09/15/2022 101-43110-421990 09/06/2022 Amazon - 2 pk. RV waste vavle handles 18.87 09/15/2022 101-42200-422100 AP -Computer Check Proof List by Vendor (09/16/2022 - 12:13 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 09/06/2022 Home Depot - (5) Vigoro cobble stone 21.40 09/15/2022 101-45201-421990 09/06/2022 M & M Express -(2) fuel pump 22.48 09/15/2022 101-45201-422990 09/06/2022 Runnings - (5) .5L 24pk water 22.95 09/15/2022 101-43120-421990 09/06/2022 Runnings - (8) Hillman bulk bin 23.12 09/15/2022 101-43127-422990 09/06/2022 Amazon - 10 rolls thermal paper for cash registe 23.99 09/15/2022 226-45122-421990 09/06/2022 Home Depot -(4) 10 oz. PU adhesive 24.72 09/15/2022 101-43120-421990 09/06/2022 Amazon - (2) Champion sports reel measure tap 75.00 09/15/2022 101-45201-421990 09/06/2022 Cub - resale - lemons/limes 26.55 09/15/2022 609-49750-425500 09/06/2022 Cub - (4) creamer; (3) paper plates 52.35 09/15/2022 609-49754-421990 09/06/2022 Runnings- (2) 300' powerwind fiberglass meas. t 71.98 09/15/2022 101-45201-421990 09/06/2022 Auto Value 4143 - disc brake 73.99 09/15/2022 101-43120-422110 09/06/2022 Auto Value - #172 - oil filter; mini relay; 50 amp 26.26 09/15/2022 101-43120-422100 09/06/2022 Amazon - stapler w/ staples 26.44 09/15/2022 101-45201-421990 09/06/2022 Runnings - tow ball mount 29.99 09/15/2022 101-43120-421990 09/06/2022 Auto Value - (2) cabin air filter 31.52 09/15/2022 101-43127-422120 09/06/2022 Walmart - Picnic meal for EE's working. 33.90 09/15/2022 101-41800-443990 09/06/2022 Runnings - Gator lights - (24) Hillman bulk bin 35.36 09/15/2022 101-43127-422990 09/06/2022 Amazon - 2pk. indoor/outdoor home PA horn sp 40.99 09/15/2022 101-45201-421990 09/06/2022 Amazon -(2) sets cornhole beanbags 41.98 09/15/2022 226-45127-421990 09/06/2022 Beef O'Brady - (3) meals - Parks 52.29 09/15/2022 101-45201-433100 09/06/2022 Runnings -Roundup 54.99 09/15/2022 101-45201-421990 09/06/2022 Mills Fleet Farm -U13- (14.125) gal unleaded Ca 56.49 09/15/2022 101-42200-421200 09/06/2022 Amazon - set of 8 beanbags 58.99 09/15/2022 226-45127-421990 09/06/2022 Jimmy Johns -appreciation meal for employees N 60.57 09/15/2022 101-41800-443990 09/06/2022 Home Depot - (2) 6pk. 9v; (6) Vigoro cobble sto 61.42 09/15/2022 101-45201-421990 09/06/2022 Amazon -(2) 200 ct. bday pkg. cups 79.98 09/15/2022 226-45123-421990 09/06/2022 Holiday -E12- (16.280) gal diesel @ $4.999 81.38 09/15/2022 101-42200-421200 09/06/2022 Auto Value - elec fuel pump diesel 85.99 09/15/2022 101-43120-422100 09/06/2022 Runnings - grease gun; pry bar; duct tape 87.57 09/15/2022 101-43120-421990 09/06/2022 Auto Value - HD air farm. filter; (4) oil fltr. for d 93.81 09/15/2022 101-43127-422120 09/06/2022 Mills Fleet Farm -El l- (20.005) gal diesel @ $4 100.00 09/15/2022 101-42200-421200 09/06/2022 Red's Service - fuel Parks 129.42 09/15/2022 101-45201-421200 09/06/2022 Craguns - MN RPA Conf. 10/12/22- S.C. 134.22 09/15/2022 226-45124-433100 09/06/2022 MN Ree & Park - Making Magic workshop 9/8/: 139.00 09/15/2022 226-45124-433100 09/06/2022 Auto Value -(75) spool cable 141.75 09/15/2022 101-43127-421990 09/06/2022 Monti Napa - (2) elect fuel pump diesel 171.98 09/15/2022 101-43120-422100 09/06/2022 Auto Value 4302 battery - 1/2 Water 72.24 09/15/2022 601-49440-422990 09/06/2022 Auto Value 4302 battery - 1/2 Sewer 72.25 09/15/2022 602-49490-422990 09/06/2022 Amazon - office chair - TH 199.99 09/15/2022 226-45122-421990 09/06/2022 Ice Cream Machine - Father Daughter Dance 232.00 09/15/2022 226-45127-431990 09/06/2022 Amazon - (2) 30pk pet waste bags 267.66 09/15/2022 101-45201-421990 09/06/2022 Hampton Fitness - (10) barbells for Warehouse 367.89 09/15/2022 226-45127-421720 09/06/2022 MN Rec & Park - MNRPA annual conference 10 375.00 09/15/2022 226-45124-433100 AP -Computer Check Proof List by Vendor (09/16/2022 - 12:13 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 09/06/2022 MN APA - Conference Registration (HS) 465.63 09/15/2022 101-41910-433100 09/06/2022 Cummins - Service Call on Generator - Battery 1 5,321.22 09/15/2022 701-00000-440100 09/06/2022 Jimmy Johns - Special City Council Meeting 122.93 09/15/2022 101-41110-443990 09/06/2022 Papa Johns - Dinner Primary Elections - Precinci 45.83 09/15/2022 101-41410-443990 09/06/2022 Target - Salads for Meeting 11.98 09/15/2022 101-41410-443990 09/06/2022 Von Hanson Meats - Employee Picnic Food 1,249.26 09/15/2022 101-41800-443990 09/06/2022 Walmart - Employee Picnic Supplies for Relay R 73.67 09/15/2022 101-41800-443990 09/06/2022 Home Depot - Aluminum Duct - Dryer Repair C 45.69 09/15/2022 101-42700-421990 09/06/2022 Amazon - Dymo Label Printer 114.99 09/15/2022 101-41310-421990 09/06/2022 Amazon - Keurig Cleaning Solution, Paper Clip 24.98 09/15/2022 101-41310-421990 09/06/2022 Cub - Foam Cups 3.00 09/15/2022 653-41990-421990 09/06/2022 IntegriPrint - Sidewalk Decals for Downtown 2,407.14 09/15/2022 101-41310-421990 09/06/2022 IntegriPrint - Sales Tax - Refund Requested 177.53 09/15/2022 101-00000-115030 09/06/2022 IntegriPrint - Rollers to Apply Decals 50.00 09/15/2022 101-41310-421990 09/06/2022 IntegriPrint - Sales Tax - Refund Requested 3.69 09/15/2022 101-00000-115030 09/06/2022 MN Recreation & Parks Assoc - Conference:Art 169.00 09/15/2022 101-41310-431990 09/06/2022 Auto Value - gasket sealer 6.49 09/15/2022 701-00000-421990 09/06/2022 Amazon - wall calendar 7.79 09/15/2022 226-45122-421990 09/06/2022 Auto Value - #202 & 238- oil filters 10.58 09/15/2022 101-45201-421990 09/06/2022 Home Depot -(2) flat white paintrs touch 12.96 09/15/2022 101-45201-421990 09/06/2022 Amazon - 12 ct. pens 14.18 09/15/2022 101-43110-421990 09/06/2022 Runnings -2pk. hose caps; (2) connect dbl swive 14.97 09/15/2022 101-45201-421990 09/06/2022 O'Reilly - (4) wiper fluid 20.76 09/15/2022 101-42200-421990 09/06/2022 Amazon - (3) mouse pads for front desk MCC 20.97 09/15/2022 226-45125-421990 09/06/2022 Auto Value -(2) gal. prime green 23.98 09/15/2022 101-45201-421990 09/06/2022 Amazon - comfort floor mat 26.99 09/15/2022 226-45122-421990 09/06/2022 Runnings - (3) 4pk padlocks 28.49 09/15/2022 226-45126-421990 09/06/2022 Amazon - (3) commercial wall clock 41.97 09/15/2022 226-45126-421990 09/06/2022 Auto Value - #301 - automotive v -ribbed 44.99 09/15/2022 602-49490-422990 09/06/2022 O'Reilly - U-11 - (2) wiper blades 46.38 09/15/2022 101-42200-422110 09/06/2022 Nighthawk - Sept. 2022 security - Parks Barn 49.95 09/15/2022 701-00000-431990 09/06/2022 Speedway - (19.387) gal. unleaded @ $3.769 73.07 09/15/2022 101-42200-421200 09/06/2022 Amazon - (2) wall mount fans 73.80 09/15/2022 226-45126-421990 09/06/2022 Zep - doz. Zep40 90.71 09/15/2022 101-43127-421990 09/06/2022 Home Depot - (2) LP soffit 97.64 09/15/2022 101-45204-421990 09/06/2022 Craguns - MN RPA Conf 10/12/22- C.M. 134.22 09/15/2022 226-45124-433100 09/06/2022 Auto Value - #232 - battery 136.99 09/15/2022 101-45201-421990 09/06/2022 Runnings - 2022 boots - B.R. 150.00 09/15/2022 601-49440-421990 09/06/2022 1stAyd - (10) cs. nitrile gloves 178.89 09/15/2022 101-43127-421990 09/06/2022 Craguns - MN RPA Conf. 10/12-14/22- T.P. 268.44 09/15/2022 101-45201-433100 09/06/2022 Cintas - Inv# 4127956976; 4128602497 265.31 09/15/2022 609-49754-431990 09/06/2022 Cintas - Inv#4127956921; 4128602391 131.62 09/15/2022 226-45126-431990 09/06/2022 Cintas - Inv #5119050972; 4126565462 196.36 09/15/2022 226-45126-431990 AP -Computer Check Proof List by Vendor (09/16/2022 - 12:13 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 09/06/2022 Cintas - Inv #5119050933 - split Shop 280.58 09/15/2022 101-43127-431990 09/06/2022 Cintas - Inv #5119050933 - split Park 164.73 09/15/2022 101-45201-431990 09/06/2022 Cintas - Inv #5119050933 - split Water 117.49 09/15/2022 601-49440-431990 09/06/2022 Cintas - Inv 95119050933 - split Streets 55.08 09/15/2022 101-43120-431990 09/06/2022 Cintas - Inv #5119050933 - sales tax to be refunc 28.81 09/15/2022 101-00000-115030 09/06/2022 EATI - (6) LED mounts; (4) grille bracket 1,024.19 09/15/2022 101-43120-422100 09/06/2022 Electric Pump - (8) oil plugs for flyte pumps; (1( 1,230.32 09/15/2022 602-49490-422990 09/06/2022 Arctic Glacier - resale - inv. 3454222903; 42235 1,346.76 09/15/2022 609-49750-425500 09/06/2022 ESS Bros. - (8) manhole risers 1,436.16 09/15/2022 101-43120-422400 09/06/2022 MN Rec & Park -(3) MNRPA annual conference 1,500.00 09/15/2022 101-45201-433100 09/06/2022 Runnings -Stihl HTA135 - Parks 558.00 09/15/2022 101-45201-421990 09/06/2022 Crowd Control Warehouse - (9) stanchions 537.13 09/15/2022 226-45127-421990 09/06/2022 POS - postage for music mailer 624.31 09/15/2022 226-45127-431991 09/06/2022 Arctic Glacier - resale - inv. 3458222006 909.90 09/15/2022 609-49750-425500 09/06/2022 Auto Value - #401 - (3) ignition coil; (16) spark 1 999.76 09/15/2022 602-49490-422990 09/06/2022 Dacotah Paper - vet -vac motor; can liners; paper 431.18 09/15/2022 701-00000-421990 09/06/2022 Fastenal - lever tool; (2) 475ct red towel ;etc 478.65 09/15/2022 101-45201-421990 09/06/2022 Dacotah Paper - cs paper cups; towels; liners; et( 492.42 09/15/2022 701-00000-421990 09/06/2022 WHCE - Sunset Ponds 7/1-30/22 (977) kWh 161.49 09/15/2022 602-49490-438100 09/06/2022 WHCE - Sept. 2022 security monitoring 333.89 09/15/2022 701-00000-431900 09/06/2022 WHCE - General Street Lighting 2,820.29 09/15/2022 101-43160-438100 09/06/2022 USPS - quarterly fluoride sample postage to MD 5.10 09/15/2022 601-49440-432200 09/06/2022 Runnings - brown spray paint 8.99 09/15/2022 101-43120-421510 09/06/2022 RDO - air filter 16.80 09/15/2022 101-43120-422100 09/06/2022 CWP - #230 - (4) hyd. fittings 19.02 09/15/2022 101-45201-422990 09/06/2022 Home Depot - swivel triple cube tap; 500 pk. cat 19.10 09/15/2022 101-45201-421990 09/06/2022 Marties - #5 grass seed 22.00 09/15/2022 101-43127-421990 09/06/2022 Home Depot -5 pk. blades; scraper; 3pk valve ga 25.65 09/15/2022 101-45201-421990 09/06/2022 Home Depot -ice maker water supply kit; (6) ma 28.06 09/15/2022 101-45204-421990 09/06/2022 Amazon -(2) reusable safety mask 30.90 09/15/2022 226-45126-421990 09/06/2022 Home Depot - (3) stop rust satin clear; IOOpc. be 34.54 09/15/2022 101-45201-421990 09/06/2022 Cub - resale - lemons/limes 45.66 09/15/2022 609-49750-425500 09/06/2022 DSG - repair parts for curbstops 50.56 09/15/2022 601-49440-422990 09/06/2022 Runnings - (4) 4" TPR swivel stem thr 51.96 09/15/2022 101-45201-421990 09/06/2022 Home Depot - 50 pk. screws; qt. linseed oil; etc 57.15 09/15/2022 101-45201-421990 09/06/2022 Home Depot - 6 pk Scotchblue; (3) steel ext pole 62.68 09/15/2022 101-45201-421990 09/06/2022 Amazon - 51 oz. coffee 69.98 09/15/2022 101-45201-421990 09/06/2022 Domino's Pizza - Pizza dinner for Employee Pici 76.24 09/15/2022 101-41800-443990 09/06/2022 AT & T - FirstNet August 22 mobile unlimited a 76.46 09/15/2022 101-42200-432100 09/06/2022 Fastenal - Mandrel 95.00 09/15/2022 101-45201-421990 09/06/2022 Walmart - refreshments for Arts Program 103.93 09/15/2022 101-45204-421990 09/06/2022 Marties - #25 Premium Sunny 118.00 09/15/2022 101-45201-422500 09/06/2022 Craguns - MN RPA Conf. 10/12/22- TH 134.22 09/15/2022 226-45122-433100 AP -Computer Check Proof List by Vendor (09/16/2022 - 12:13 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 09/06/2022 Von Hanson Snacks - resale concession 151.40 09/15/2022 226-45125-425410 09/06/2022 Auto Value - #206 battery 166.15 09/15/2022 101-45201-422990 09/06/2022 Midway Iron - (4) 16' channel alum. 202.88 09/15/2022 101-45201-421990 09/06/2022 MN Fall Expo - (7) Expo - Streets 210.00 09/15/2022 101-43120-433100 09/06/2022 DSG - (3) ball valve; pvc adaptor 215.49 09/15/2022 101-43127-422990 09/06/2022 Amazon - 2 drawer file cabinet; utensil holder 266.97 09/15/2022 226-45125-421990 09/06/2022 American Door Works - (6) garage door openers 279.24 09/15/2022 101-43120-421990 09/06/2022 Central Landscape - (2) Brentwood 6 cuft flat ft( 610.80 09/15/2022 101-43120-421990 09/06/2022 Sherwin Williams - (45) 5 gal. white 643.95 09/15/2022 101-45203-421990 09/06/2022 Ess Brothers - (4) 309 x 1 D.I. oversized; Adj. R 897.60 09/15/2022 101-43120-422400 09/06/2022 Ikea - (18) art carts 838.82 09/15/2022 101-45204-421990 09/06/2022 AST Sports - Staff Clothing 56.65 09/15/2022 101-41310-443990 09/06/2022 AST Sports - Staff Clothing 95.85 09/15/2022 101-41310-443990 09/06/2022 AST Sports - Staff Clothing 74.10 09/15/2022 101-41410-443990 09/06/2022 AST Sports - Staff Clothing 56.65 09/15/2022 101-41800-443990 09/06/2022 Home Depot - Programmable Thermostat for PVA 28.98 09/15/2022 701-00000-421990 09/06/2022 Runnings - Misc Hardware 4.70 09/15/2022 701-00000-421990 09/06/2022 Dollar Tree - Earbuds (4) 4.12 09/15/2022 653-41990-421990 09/06/2022 Dollar Tree - Reimburse for Personal Earbuds 1.25 09/15/2022 653-00000-115030 09/06/2022 The Business Journal - Annual Subscription (JT) 100.00 09/15/2022 213-46301-443300 09/06/2022 Safeguard Security - Sept 2022 Security Monitor 44.95 09/15/2022 701-00000-431990 09/06/2022 Amazon - Ethernet Cable 9.99 09/15/2022 702-00000-421990 09/06/2022 Amazon - Reusable Cardboard Boxes (10) 98.00 09/15/2022 101-41800-421990 09/06/2022 Cintas - Inv# 4129292529 62.30 09/15/2022 653-41990-431990 09/06/2022 Amazon - Plastic Spoons, Paper 95.97 09/15/2022 653-41990-421990 09/06/2022 Microsoft - August 2022 Online Service 365 E3 207.22 09/15/2022 702-00000-431990 09/06/2022 Microsoft - Monthly E3 Email User Licenses (1) 32.00 09/15/2022 702-00000-431990 09/06/2022 Gold Medallion Awards - Annual Employee Awz 75.51 09/15/2022 101-41800-443990 09/06/2022 Gate House Supplies - Compost Gate Materials 204.53 09/15/2022 701-00000-421990 09/06/2022 Gate House Supplies - Compost Gate Loop Seah 118.40 09/15/2022 701-00000-421990 09/06/2022 Home Depot - lev load center filler plates 7.70 09/15/2022 101-45201-421990 09/06/2022 Runnings -coupling; (2) xclose 8.47 09/15/2022 601-49440-421990 09/06/2022 Runnings - (2) u bolts; (.33) lb. bolts 12.67 09/15/2022 101-45201-421990 09/06/2022 Mills Fleet Farm - (2) fittings; (2) barstock 20.06 09/15/2022 101-45201-421990 09/06/2022 Runnings - (5) 24 pk. water 22.95 09/15/2022 101-43120-421990 09/06/2022 Runnings - (4) 24 pk water - split 18.36 09/15/2022 101-43120-421990 09/06/2022 Runnings - #172 (2) sparkplug; fuel line- split 14.97 09/15/2022 101-43120-422100 09/06/2022 Runnings - #172 fitting adapter;primer; (2) coul 112.88 09/15/2022 101-43120-422100 09/06/2022 Auto Value - A/c recharge 23.99 09/15/2022 101-43127-421990 09/06/2022 DISH - Sept. 2022 service 77.03 09/15/2022 609-49754-432500 09/06/2022 Red's Auto Elec. - alt. repair; rotor; (2) bearing; l 84.59 09/15/2022 602-49490-422990 09/06/2022 Grainger - (24) coated gloves; (20) safety glasse: 58.34 09/15/2022 601-49440-421990 09/06/2022 Grainger - (24) coated gloves; (20) safety glasse: 58.34 09/15/2022 602-49490-421990 AP -Computer Check Proof List by Vendor (09/16/2022 - 12:13 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 09/06/2022 EATI - (2) LED surgace mount amber lights 161.24 09/15/2022 101-43120-422100 09/06/2022 Sheels - boots 2021/22 D.W. 210.00 09/15/2022 101-45201-421990 09/06/2022 eReplacementparts - fuel tank; carburetor assy.; : 284.01 09/15/2022 101-43120-422100 09/06/2022 EATI - sound off signal minibar; 6 super LED su 495.72 09/15/2022 101-43120-422100 09/06/2022 AST Sports - Staff Clothing 135.20 09/15/2022 101-43115-443990 09/06/2022 Amazon - Envelopes, Refill Ink for Stamp 32.18 09/15/2022 653-41990-421990 09/06/2022 Domino's Pizza - Pizza for Monti Arts Painting I 52.95 09/15/2022 101-45204-443990 09/06/2022 Facebook - Advertising: Movie in the Park & Mi 121.05 09/15/2022 226-45127-434990 09/06/2022 Cintas - Inv# 4129292529 - correction to inv. -1.27 09/15/2022 653-41990-431990 09/06/2022 USPS - postage for pagers to Ancom 9.05 09/15/2022 101-42200-432200 09/06/2022 Squarespace - subscription starter- vibraphone - 108.00 09/15/2022 101-45204-431990 09/06/2022 Squarespace - subscription: Growing - vibraphor 276.00 09/15/2022 101-45204-431990 09/06/2022 Royal Tire - (8) foam fill 280.00 09/15/2022 101-45201-421990 09/06/2022 Home Depot - birch butcher block countertop 354.00 09/15/2022 101-45204-421990 09/06/2022 Blackburn -(5000) flags; (2) wand w/ flag holder 290.15 09/15/2022 601-49440-421990 09/06/2022 Blackburn -(5000) flags; (2) wand w/ flag holder 290.15 09/15/2022 602-49490-421990 09/06/2022 Amazon -(2) 3pc. bistro set; outdoor string light 309.57 09/15/2022 101-45204-421990 09/06/2022 Aramark - July 2022 mat, towel, rug service - Pa 126.98 09/15/2022 101-45201-431990 09/06/2022 Aramark - July 2022 uniforms - Parks 203.40 09/15/2022 101-45201-441700 09/06/2022 Aramark - July 2022 uniforms - Sewer 124.76 09/15/2022 602-49490-441700 09/06/2022 Aramark - July 2022 uniforms - Water 124.75 09/15/2022 601-49440-441700 09/06/2022 Aramark - July 2022 uniforms - Streets 224.06 09/15/2022 101-43120-441700 09/06/2022 Aramark - July 2022 towel service - Shop 230.27 09/15/2022 101-43127-431990 09/06/2022 Amazon - 12pk. pens 11.99 09/15/2022 101-43110-421990 09/06/2022 Grant Gopher - Find My Grants monthly service 9.00 09/15/2022 101-45201-443300 09/06/2022 EATI - (2) LED surgace mount amber lights 161.24 09/15/2022 101-43120-422100 09/06/2022 EATI - (2) LED surgace mount amber lights 161.24 09/15/2022 101-43120-422100 09/06/2022 Auto Value -T-connector 42.99 09/15/2022 101-43120-422110 09/06/2022 Red Wing Shoes - boots 2022 - M.B. 150.00 09/15/2022 101-43127-421990 09/06/2022 Grainger - (12) line marking paint 74.16 09/15/2022 101-43110-421990 09/06/2022 Runnings - 1" cap; cap pipe 6.68 09/15/2022 101-43127-422990 09/06/2022 Varitech - brine tanker - spray bar pkg.; (4) sprat 1,691.22 09/15/2022 101-43125-422100 09/06/2022 Home Depot -Refrigerator 2,244.28 09/15/2022 101-45204-421990 09/06/2022 US Bank Quarterly Rebate -8,416.61 09/15/2022 101-00000-362970 09/06/2022 Delegard Tool - creeper -foldable 304.45 09/15/2022 101-43127-421990 09/06/2022 Delegard Tool - spak plug socket set 101.45 09/15/2022 101-43127-421990 Check Total: 116,295.25 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 9 00012816300 Vanco Gateway Exchange - August 2022 (1/2) 58.44 09/15/2022 601-49440-443980 00012816300 Vanco Gateway Exchange - August 2022 (1/2) 58.44 09/15/2022 602-49490-443980 ACH Enabled: True AP -Computer Check Proof List by Vendor (09/16/2022 - 12:13 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference ACH Enabled: True The preceding list of bills payable was reviewed and approved for payment. Date: 9/26/2022 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (09/16/2022 - 12:13 PM) Page 10 Check Total: 116.88 Vendor: 2405 WELLS FARGO - Monthly Charges/Retums Check Sequence: 10 Sept 2022 Liq Store CC Fees (WF -0990) 8,744.35 09/15/2022 609-49754-443980 Sept 2022 WF account interest earnings -1,250.18 09/15/2022 101-00000-362110 Sept 2022 UB CC Fees (AmEx -8910) 86.86 09/15/2022 601-49440-443980 Sept 2022 CH CC Fees (WF -0999) 162.72 09/15/2022 101-41520-443980 Sept 2022 MCC CC Fees (iAccess FM -1476) 117.60 09/15/2022 226-45127-431992 Sept 2022 UB CC Fees (AmEx -8910) 86.86 09/15/2022 602-49490-443980 Sept 2022 WF account bank charges 1,440.82 09/15/2022 101-41520-443980 Sept 2022 MCC CC Fees (Daxco- 2887) 1,318.08 09/15/2022 226-45122-443980 Sept 2022 UB CC Fees (Bluefin - 7022) 1,755.69 09/15/2022 601-49440-443980 Sept 2022 UB CC Fees (Bluefin - 7022) 1,755.69 09/15/2022 602-49490-443980 Sept 2022 Global Payments - CivicRec 169.54 09/15/2022 101-45201-443980 Sept 2022 Authorize.Net CC Fees (Bldg) 29.84 09/15/2022 101-42400-443980 Sept 2022 MCC CC Fees (Clover- Fmrs Mkt) 21.42 09/15/2022 226-45127-431992 Check Total: 14,439.29 Total for Check Run: 268,933.59 Total of Number of Checks: 10 ACH Enabled: True The preceding list of bills payable was reviewed and approved for payment. Date: 9/26/2022 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (09/16/2022 - 12:13 PM) Page 10 City Council Agenda: 9/26/2022 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑x Consent Agenda Item Human Resources Manager 9/26/2022 ❑ 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 Name Title NEW EMPLOYEES Department Hire Date Class TERMINATING EMPLOYEES Name Reason Department Effective Date Class Kennedy O'Connell Voluntary MCC 8/18/22 PT Isaac Flicker Voluntary Parks 9/1/22 Seasonal Nate Green Voluntary Parks 9/2/22 Seasonal Janel Lewis Voluntary DMV 9/7/22 PT Debbie Davidson Voluntary Finance 9/29/22 FT Stephanie Duszynski Voluntary MCC 9/30/22 PT New Hire and Terms City Council 2022: 9/21/2022 City Council Agenda: 9/26/2022 2C. Consideration of approving the sale of Streets Department surplus property Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 9/26/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the sale of Streets 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 Street Department is selling a plate tamper and a V -box sander. 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: Streets 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. B. C. 7. $100 - $1,000 A. V -box sander - $500 B. C. 8. $0-$100 A. Plat Tamper - $100 B. C. Date: 9/26/22 r, ah��*i r��#9� �4► �c � � il, 7 ��a-lit �- Ptanuftetured lby: r vp Aw Mir 3.941697 1914509 're"Otlem, 1840.4(),Z 't.5r 7' Tmclh orquipf"a"I ^"ADS, �qq f Lot -A4 320493 7,qoo Fax 320493 7p2l P^rt* 3Z*--N9J-45vs Pmrtlm Fair 3z"rj.l lq)r,03 11 Volk" bis* dk W& SWENs olq SJWDE:R -,flooR p7t^jt.= Isaft -u"acJ*.umm�-atO: 2012 IWJ "A I loan bdS06870/1941697/2012 00 11 AWO AL ''r �� 0 City Council Agenda: 9/26/2022 2D. Consideration of adopting Resolution 2022-100 approving donations in the amount of $4,963 for the Monticello Fire Department from the fundraiser held at Hi -Way Liquors Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 9/26/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-100 accepting the donation for the Fire Department. REFERENCE AND BACKGROUND The City Council is asked to approve donations received from a Fire Department fundraiser held at Hi -Way Liquors. The department received a total of $4,963 in donations. The department plans to use the funds 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. Budget Impact: The donations received will be for general use by the Fire Department. Staff Workload Impact: Minimal. STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-100 accepting the donation. SUPPORTING DATA • Resolution 2022-100 CITY OF MONTICELLO RESOLUTION NO. 2022-100 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 Various cash donations Cash $4,963 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 Various cash donations Fire Department General Use/$4,963 Adopted by the City Council of Monticello this 2611 day of September, 2022. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 9/26/2022 2E. Consideration of establishing a date for the Truth -In -Taxation Public Hearing. Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 9/26/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to establish the Truth -In -Taxation Public Hearing on December 12, 2022. REFERENCE AND BACKGROUND Cities with a population over 500 are required by state statute to hold a public hearing at which the proposed budget and levy are discussed. The meeting must be held after November 24, before December 28, and after 6:00 p.m. The public must be allowed to speak at the public hearing. Based on these requirements, staff recommends holding the public hearing at the regular City Council meeting on December 12, 2022. After the public hearing, the City Council will need to adopt the final 2023 property tax levy and 2023 budget. Council must set the TNT meeting prior to October 1. If not, the county auditor will set a date within the same range of days allowed by law for cities. If the City fails to certify a preliminary levy by September 30, the county auditor will use the prior year's final levy for property tax notices. The county auditor shall mail TNT notices to be delivered between November 10 and November 24 Budget Impact: None. II. Staff Workload Impact: None. III. Comprehensive Plan Impact: None. STAFF RECOMMENDED ACTION City staff recommends establishing December 12, 2022 for the Truth -In -Taxation Public Hearing. SUPPORTING DATA • None City Council Agenda: 9/26/2022 2F. Consideration of adopting Ordinance 785 amending Code of Ordinances Title V, Chapter 50, Section 50.37. Billing and Enforcement Procedures to add Section "Accounts" Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 9/26/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Manager City Administrator Motion to adopt Ordinance amending Chapter Section 50.37, Billing and Enforcement Procedures to add Section "Accounts." REFERENCE AND BACKGROUND City Council is asked to consider an administrative change to require utility bill accounts to be held in the name of the property owner. For rental properties in the city, there is a mix of accounts in renter and property owner names. This causes challenges for the utility billing process. First, if the utility account is held in the name of the owner, staff must close the account and open a new account when renters change. If the new renter is not yet known, the account is put in the property owner's name, which is then closed, and another new account is created under the new renter's name. In addition, often the move -out dates do not coincide with the water department's normal meter reading dates, and staff must manually read the meter for the final bill. Second, the existing ordinance authorizes the city to assess unpaid utility charges to the tax statement for the property. Thus, the property owner is ultimately responsible for payment of the utility bill. However, if the account is not in the property owner's name, they are not always aware of outstanding balances until the assessment process begins in September of each year. To improve the system, the proposed ordinance amendment requires the accounts be held in the property owner's name. The change will not impact accounts already held in the property owner's name. For any accounts in the renter's name, their account would be closed out, and a new account would be created in the property owner's name. The property owner can request a copy of the bill be sent to the renter, who can then pay the bill, depending on the agreement and lease terms made between the property owner and renter. If a renter moves out mid- month, it will be the property owner's responsibility to prorate any charges for that month. City Council Agenda: 9/26/2022 If the ordinance amendment is approved, finance staff will update applicable accounts in October so all accounts will be in the property owner's name on the bill they receive in November. To ensure renters who pay the property's bill can still take advantage of the $1.25 ACH discount, finance will allow them to sign up to pay the property owner's bill, but they will need to re -submit the form under the new account number to do so. I. Budget Impact: There will be a reduction in final meter reading fees collected. However, this will be offset indirectly by the reduction in staff time. II. Staff Impact: While there will be an increase in finance staff time up front to update the applicable utility billing accounts, ongoing staff time in processing account changes and obtaining final readings will be reduced. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Ordinance 785 amending Chapter 50 Section 50.37, Billing and Enforcement Procedures to add Section "Accounts." SUPPORTING DATA • Draft Ordinance ORDINANCE NO. 785 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING THE MONTICELLO CITY CODE TITLE V, CHAPTER 50, SECTION 50.37 — BILLING AND ENFORCEMENT PROCEDURES I�:Ix�ir��rlel►�[�l��l��a��ir'L�lyu[�1►�i�[��i��1:1�:7�3'L�1:7�7_►IP�� Section 1. Chapter 50, Section 50.37 — Billing and Enforcement Procedures, shall be amended add followings: 50.37: BILLING AND ENFORCEMENT PROCEDURES: (A) Accounts. All accounts shall be carried in the name of the owner who personally, or by his or her authorized agent, applied for such service. The owner shall be liabile for water and sewer services supplied to the property, whether he or she is occupying the property or not, and any unpaid charges shall be a lien upon the property. (13)4A} Charges due. The Chief Financial Officer shall compute the amount due the city for service charges and render a statement thereof monthly to the owner or oft of any premises served or to both. All amounts due hereunder shall be payable to the office of the Finance Department. (E)4B4 Right of action. Any charges levied by and pursuant to§ 50.36, and which have not been properly billed to the owner 9F eft any premises served, and not paid, may be recovered in a civil action by the city in any court of competent jurisdiction. (F) {E+Application of funds. The funds received from the collection of charges authorized by this section shall be deposited as collected into funds known as the Water Fund and Sewer Fund and shall be disbursed: 1. To meet the costs of operation and maintaining the water and sewage disposal pumping stations, treatment plant, and collection system; and 2. To meet the costs of repair and replacement of the water and sewage disposal facilities. Section 2. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code. Section 2. This Ordinance shall take effect and be in full force from and after its passage. The ordinance in its entirety shall be posted on the City website after publication. Copies of the complete Ordinance are available online and at Monticello City Hall for examination upon request. ORDINANCE NO. 785 ADOPTED BYthe Monticello City Council this 26th day of September, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor rerII*II Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: City Council Agenda: 09/26/2022 2G. Consideration of authorizing the reimbursement of 1-94 Coalition lobbying efforts in Washington D.C. at an estimated cost of $1,500 Prepared by: Meeting Date: ❑x Consent Agenda Item Public Works Director/City Engineer 09/26/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Consideration of authorizing the reimbursement of 1-94 Coalition lobbying efforts in Washington D.C. at an estimated cost of $1,500. PREVIOUS COUNCIL ACTION June 13, 2022: Authorized Mayor Hilgart, Councilmember Gabler and the City Administrator to participate in the July 2022 Coalition lobbying effort in Washington D.C. at an estimated cost of $4,500. REFERENCE AND BACKGROUND The United States Department of Transportation (USDOT) requested to meet with the 1-94 Coalition to discuss additional questions they have on the federal INFRA grant that was submitted by the Minnesota Department of Transportation, (MNDOT). In July, Councilmember Gabler, the Monticello city administrator and 1-94 Coalition members met with USDOT staff to discuss the project. Since that meeting in July, it is assumed that the application has moved further along in the funding process which has resulted in additional questions. The 1-94 Coalition felt strongly that a representative from the City of Monticello should be present at the meeting since one of the project bookends is at the City of Monticello. The Public Works Director/City Engineer represented the City of Monticello on the trip. The employee handbook states that all out-of-state travel must be approved by the City Council. The September 22, 2022 meeting in Washington D.C. was discussed during the September 15, 2022 1-94 Coalition meeting. Due to the tight timeline, pre -authorization by the City Council wasn't possible. The 1-94 Coalition agreed to pay for the cost of the trip if the City Council doesn't authorize the reimbursement of this trip. I. Budget Impact: This expenditure would be made from the Engineering Department General Fund budget and sufficient funds are available for this expense. II. Staff Workload Impact: Travel time for the trip. City Council Agenda: 09/26/2022 III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends reimbursing the 1-94 Coalition as part of our continued support of the organization's lobbying efforts. SUPPORTING DATA • None City Council Agenda: 9/26/2022 2H. Consideration of approving agreements with BNSF Railway for the Walnut and Elm Street Crossines Prepared by: Meeting Date: ® Consent Agenda Item City Engineer/Public Works Director 9/26/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to approve the agreements with BNSF Railway for the removal of the automatic flashing lights at the Walnut Street railway crossing and for the installation of a new sidewalk crossing at the Elm Street railway crossings. REFERENCE AND BACKGROUND The automatic flashing lights for the railroad crossings at Walnut Street and Elm Street have reached the end of their useful life and will soon require replacement. City staff worked with Wright County, BNSF, and MNDOT to determine next steps and determined that crossbucks and yield signs would provide adequate protection to the public and that automatic flashing lights are no longer necessary due to the limited use of the crossings by the railroad. BNSF will be responsible for all costs associated with this improvement and will be responsible for acquiring all necessary MNDOT approval. The Pinewood Elementary Safe Routes to School improvements that the City received funding for on Elm Street includes the addition of a pedestrian crossing on the east side of Elm Street over the railroad tracks. The City will be responsible for the cost of installing this concrete pedestrian crossing which is estimated at $43,072. WSB is currently working on design for this project and the anticipated project schedule includes a bid date in early 2023 with 2023 construction. Budget Impact: The approved CIP includes $50,000 for this project in 2022 and $700,000 for 2023. This project would be partially funded from the $500,000 Safe Routes to School funding received from MNDOT. These crossing improvements are anticipated to occur in 2023 and are included in the draft 2023 Capital Project Fund budget. II. Staff Workload Impact: City staff will be involved in the development of this project. III. Comprehensive Plan Impact: N/A City Council Agenda: 9/26/2022 STAFF RECOMMENDED ACTION Staff recommends approval of the agreements with BNSF. SUPPORTING DATA • BNSF Agreements —W .c?A rZ Pv.4 r GRADE CROSSING WARNING DEVICES AGREEMENT BNSF File No.: BF10018260 Mile Post 35.26 Line Segment 202 U.S. DOT Number 075081K Monticello Subdivision THIS GRADE CROSSING WARNING DEVICES AGREEMENT (hereinafter called, "Agreement"), is executed to be effective as of , by and between the City of Monticello, MN, a Political Subdivision of the State of Minnesota, a Municipal Corporation (hereinafter called, "AGENCY"), and BNSF RAILWAY COMPANY, a Delaware Corporation (hereinafter called, "RAILROAD"); WITNESSETH: WHEREAS, in 1977, AGENCY desired to create and open a public road, to be called Walnut St., across the tracks and right-of-way of the RAILROAD, and RAILROAD agreed to the creation of such a crossing under certain conditions; WHEREAS, persuant the terms of that 1977 agreement and a subsequent ex parte order issued by the Department of Transportation of the State of Minnesota ("MNDOT"), the crossing was constructed and the RAILROAD installed automatic flashing light signals at the crossing at the public's expense; WHEREAS, this crossing was assigned DOT crossing inventory record #075081K; WHEREAS, the RAILROAD has subsequently maintained such signals in working order until the present day; WHEREAS, railroad traffic across the crossing has greatly diminished since the 1977 agreement, with less than one train movement per year; WHEREAS, the crossing is subject to an "exempt order" from MNDOT, which requires the railroad to protect all train movements at the crossing with a flagman, and which exempts covered commercial passenger vehicles and hazardous material trucks from having to stop at the crossing pursuant to Minnesota statute 169.28; 1 of 4 WHEREAS, a diagnostic team consisting of representatives from the AGENCY, the RAILROAD, and MNDOT assembled at the crossing on June 28, 2021 to study the crossing and make recommendations on the appropriate traffic control system to be used at the crossing per Section 8A.02 of the Minnesota Manual of Uniform Traffic Control Devices (MMUTCD) WHEREAS, the consensus opinion of the diagnostic team was that crossbucks and yield signs would provide adequate protection to the public, and that automatic flashing lights are no longer necessary for public safety; and, WHEREAS, the existing automatic flashing lights and their associated control circuitry have reached the end of their useful life and will soon require replacement and the expense of the public and / or the RAILROAD; NOW, THEREFORE, in consideration of the mutual covenants and agreements of the parties contained herein, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: ARTICLE I — SCOPE OF WORK 1. The term "Project" as used in this agreement includes any and all work related to the removal of the existing automatic flashing light signals and installation of crossbucks, yield signs, advance warning signs, and appropriate pavement markings, all in compliance with the requirements of the MMUTCD at crossing 075081K, Walnut St. in the City of Monticello, state of Minnesota.. ARTICLE II — RAILROAD OBLIGATIONS In consideration of the covenants of AGENCY set forth herein and the faithful performance thereof, RAILROAD agrees as follows: 1. The RAILROAD will, in accordance with the requirements of Minnesota Administrative Rules 8830.1000 Subp. 4, submit a request to MNDOT for approval to remove the automatic flashing lights at the crossing. 2. If MNDOT orders the removal of the automatic flashing lights, the RAILROAD will, at its sole expense, remove the existing automatic flashing lights and install signage in compliance with MnDOT's order, the MMUTCD, and railroad standards. Notwithstanding the preceding provision, if any regulations, ordinances, acts, rules or other laws subsequently passed or amended by the AGENCY or any other appropriate governmental or legislative authority increase the AGENCY'S portion of maintenance costs under this Agreement, RAILROAD will receive the benefit of any such regulations, ordinances, acts, rules or other laws and the AGENCY'S increased portion of maintenance costs will be incorporated into and 2 of 4 17Ar,� WA r made a part of this Agreement. The RAILROAD will, at its sole expense, maintain crossbucks and yield signs in proper condition. ARTICLE III — AGENCY OBLIGATIONS In consideration of the covenants of RAILROAD set forth herein and the faithful performance thereof, AGENCY agrees as follows: 1. By this agreement, AGENCY states that it does not object to the removal of automatic flashing lights and the installation of crossbucks and yield signs at the crossing, and that it will cooperate fully and without objection with the RAILROAD's request to MNDOT for an order requiring such removal and installation: 2. AGENCY must perform, at AGENCY'S expense, the following work: a) Install pavement markings at the crossing accordance with the Manual on Uniform Traffic Control Devices (hereinafter called, "MMUTCD"), if not already present; b) Install advance warning signs in accordance with the MMUTCD, if not already present. 3. The AGENCY assumes full responsibility for the maintenance of advance warning signs and pavement markings and agrees to hold harmless and indemnify the RAILROAD for any claims, damages or losses, in whole or in part, caused by or due to the AGENCY'S failure to maintain the advance warning signs and markings or other requirements of the MMUTCD or applicable laws. ARTICLE IV- JOINT OBLIGATIONS 1. This Agreement will inure to the benefit of and be binding on the parties hereto, their successors, and assigns. 2. In the event any paragraph contained in this Agreement or any item, part, or term within any particular paragraph is determined by a court of competent jurisdiction to be invalid or unenforceable, the validity of the remaining paragraphs or items will not be affected; and the rights and obligations of the parties will be construed and enforced as if this Agreement did not contain that particular paragraph or item held to be invalid or unenforceable. 3. This Agreement may be signed in counterparts, any one of which will be deemed to be an original. The parties further agree that any facsimile copy of a party's signature is valid and binding to the same extent as an original signature. 3 of 4 RA11 WAY IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first above written. BNSF RAILWAY COMPANY LM Printed Name: Title: City of Monticello, MN IIn Printed Name: Title: 4 of 4 B/VSF RAIL WA Y SIDEWALK CROSSING SURFACE INSTALLATION AGREEMENT BNSF File No.: BF -20203738 Mile Post 35.72 Line Segment 202 U.S. DOT Number 095679R Monticello Subdivision This Crossing Surface Installation Agreement (hereinafter called, this "Agreement") is entered into effective as of , by and between CITY OF MONTICELLO (hereinafter called, "AGENCY") and BNSF Railway Company (hereinafter called, "BNSF"). WHEREAS, BNSF operates a freight transportation system by rail with operations throughout the United States and Canada; and WHEREAS, AGENCY desires to extend the existing concrete crossing surface at CSAH 39 (Elm Street) to accommodate a sidewalk on the east side of the crossing; NOW, THEREFORE, in consideration of the mutual covenants and agreements of the parties contained herein, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1) BNSF Work. The Company will extend the concrete crossing surface for a width of 16 feet from the edge of the existing crossing surface. The Company will perform all necessary track upgrades to accommodate the new crossing surface. 2) AGENCY Work. AGENCY must construct the Project as shown on the attached Exhibit A and do all work ("AGENCY's Work") provided for in the plans and specifications for the Project, except railroad work that will be performed by BNSF hereunder. AGENCY must furnish all labor, materials, tools and equipment for the performance of AGENCY's Work. The principal elements of AGENCY's Work are as follows: A. Design and Construction of CSAH 39 (Elm Street) sidewalk; B. Installation of a pavement marking stop bar in accordance with the Manual on Uniform Traffic Control Devices (hereinafter called, "MUTCD"); C. Installation of advance warning signs in accordance with the MUTCD; D. Perform all necessary grading and paving, including backfill of excavations and restoration of disturbed vegetation on BNSF's right-of-way; B/VSF RAIL WA Y E. Provide suitable drainage, both temporary and permanent; F. Provide all barricades, lights, flagmen or traffic control devices as necessary, during the installation of the concrete pedestrian crossing surfaces; G. Construct concrete sidewalk surface on approaches to each track, if desired; H. Job site cleanup including removal of all construction materials, concrete debris, surplus soil, refuse, contaminated soils, asphalt debris, litter and other waste materials to the satisfaction of BNSF. 3) Payment; Invoicing. Upon execution of this Agreement by both parties hereto, Company will send Agency an invoice detailing the total amount owed by Agency for the new crossing surface. Company shall send to Agency a final invoice upon completion and Agency shall pay the final invoice within 30 days of receipt. Agency agrees to pay Company Two Thousand Six Hundred Ninety Two and No/100 Dollars ($2,692) per foot for the new crossing surface. Agency's ESTIMATED total cost for the new crossing surface is Forty Three Thousand Seventy Two and No/100 Dollars ($43,072). 4) Maintenance of the Crossing Surface. After installation of the new sidewalk crossing surface is completed, Agency will maintain, at its own cost and expense, the crossing surface, against normal wear and tear, in a satisfactory manner for the expected life of the crossing surface. Notwithstanding the preceding sentence, BNSF shall be entitled to receive any contribution toward the cost of such maintenance made available by reason of any existing or future laws, ordinances, regulations, orders, grants, or other means or sources. 5) Vehicular Traffic during Installation. The AGENCY shall provide, at its own cost and expense, all necessary barricades, lights or traffic control devices for detouring vehicular/pedestrian traffic at the CSAH 39 (Elm Street) Street crossing during installation of the new sidewalk crossing surface. 6) Drainage. The AGENCY agrees to allow BNSF to drain water from the CSAH 39 (Elm Street) Street crossing area into existing AGENCY storm sewers, if such storm sewers are available. Drain pipes and filter fabric necessary for such drainage will be furnished and installed by BNSF. 7) Roadway Surfacing Work. The AGENCY agrees to provide, at its sole cost and expense, enough asphalt to cover the distance between the new sidewalk surface at CSAH 39 (Elm Street) Street/Ave and the new crossing surface on both sides of the track. 8) Contractor Requirements: AGENCY must require its contractor to comply with the obligations set forth in this Agreement, including Exhibit C and Exhibit C-1, and B/VSF RAIL WA Y incorporate in each prime contract for construction of the Project, or the specifications therefor, the provisions set forth in Exhibit C and Exhibit C -I, attached hereto and by reference made a part hereof. No work shall be commenced within BNSF's right of way until the AGENCY's contractor shall have (i) executed and delivered to BNSF an agreement in the form of said Exhibit C-1 and (ii) delivered to and secured BNSF's approval of the required insurance. 9) Term. This Agreement begins on the effective date set forth above and remains in effect until completion of all work contemplated in this Agreement and AGENCY's payment of the amounts set forth in Section 3 above. B/VSF RAIL WA Y IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed and attested by its duly qualified and authorized officials as of the day and year first written above. BNSF Railway Compan By: Printed Name: Title: AGENCY: CITY OF MONTICELLO By: Printed Name: Title: SrVSF' RAILWAY EXHIBIT "C" CONTRACTOR REQUIREMENTS 1.01 General: • 1.01.01 The Contractor must cooperate with BNSF RAILWAY COMPANY, hereinafter referred to as "Railway" where work is over or under on or adjacent to Railway property and/or right-of-way, hereafter referred to as "Railway Property", during the construction of the sidewalk on the east side of Elm Street DOT# 095679R. • 1.01.02 The Contractor must execute and deliver to the Railway duplicate copies of the Exhibit "C-1" Agreement, in the form attached hereto, obligating the Contractor to provide and maintain in full force and effect the insurance called for under Section 3 of said Exhibit "C-1". Questions regarding procurement of the Railroad Protective Liability Insurance should be directed to Rosa Martinez at Marsh, USA, 214-303-8519. • 1.01.03 The Contractor must plan, schedule and conduct all work activities so as not to interfere with the movement of any trains on Railway Property. • 1.01.04 The Contractor's right to enter Railway's Property is subject to the absolute right of Railway to cause the Contractor's work on Railway's Property to cease if, in the opinion of Railway, Contractor's activities create a hazard to Railway's Property, employees, and/or operations. Railway will have the right to stop construction work on the Project if any of the following events take place: (i) Contractor (or any of its subcontractors) performs the Project work in a manner contrary to the plans and specifications approved by Railway; (ii) Contractor (or any of its subcontractors), in Railway's opinion, prosecutes the Project work in a manner which is hazardous to Railway property, facilities or the safe and expeditious movement of railroad traffic; (iii) the insurance described in the attached Exhibit C-1 is canceled during the course of the Project; or (iv) Contractor fails to pay Railway for the Temporary Construction License or the Easement. The work stoppage will continue until all necessary actions are taken by Contractor or its subcontractor to rectify the situation to the satisfaction of Railway's Division Engineer or until additional insurance has been delivered to and accepted by Railway. In the event of a breach of (i) this Agreement, (ii) the Temporary Construction License, or (iii) the Easement, Railway may immediately terminate the Temporary Construction License or the Easement. Any such work stoppage under this provision will not give rise to any liability on the part of Railway. Railway's right to stop the work is in addition to any other rights Railway may have including, but not limited to, actions or suits for damages or lost profits. In the event that Railway desires to stop construction work on the Project, Railway agrees to immediately notify the following individual in writing: SrVSF' RAILWAY 1.01.05 The Contractor is responsible for determining and complying with all Federal, State and Local Governmental laws and regulations, including, but not limited to environmental laws and regulations (including but not limited to the Resource Conservation and Recovery Act, as amended; the Clean Water Act, the Oil Pollution Act, the Hazardous Materials Transportation Act, CERCLA), and health and safety laws and regulations. The Contractor hereby indemnifies, defends and holds harmless Railway for, from and against all fines or penalties imposed or assessed by Federal, State and Local Governmental Agencies against the Railway which arise out of Contractor's work under this Agreement. • 1.01.06 The Contractor must notify A enc and Railway's Manager Public Projects, telephone number 763-782-3476 at least thirty (30) calendar days before commencing any work on Railway Property. Contractor's notification to Railway must refer to Railway's file BF - 20203738. 1.01.07 For any bridge demolition and/or falsework above any tracks or any excavations located with any part of the excavations located within, whichever is greater, twenty-five (25) feet of the nearest track or intersecting a slope from the plane of the top of rail on a 2 horizontal to 1 vertical slope beginning at eleven (11) feet from centerline of the nearest track, both measured perpendicular to center line of track, the Contractor must furnish the Railway five sets of working drawings showing details of construction affecting Railway Property and tracks. The working drawing must include the proposed method of installation and removal of falsework, shoring or cribbing, not included in the contract plans and two sets of structural calculations of any falsework, shoring or cribbing. For all excavation and shoring submittal plans, the current "BNSF-UPRR Guidelines for Temporary Shoring" must be used for determining the design loading conditions to be used in shoring design, and all calculations and submittals must be in accordance with the current "BNSF-UPRR Guidelines for Temporary Shoring". All submittal drawings and calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located. All calculations must take into consideration railway surcharge loading and must be designed to meet American Railway Engineering and Maintenance -of -Way Association (previously known as American Railway Engineering Association) Coopers E-80 live loading standard. All drawings and calculations must be stamped by a registered professional engineer licensed to practice in the state the project is located. The Contractor must not begin work until notified by the Railway that plans have been approved. The Contractor will be required to use lifting devices such as, cranes and/or winches to place or to remove any falsework over Railway's tracks. In no case will the Contractor be relieved of responsibility for results obtained by the implementation of said approved plans. 1.01.08 Subject to the movement of Railway's trains, Railway will cooperate with the Contractor such that the work may be handled and performed in an efficient manner. The Contractor will have no claim whatsoever for any type of damages or for extra or additional compensation in the event his work is delayed by the Railway. 1.02 Contractor Safety Orientation • 1.02.01 No employee of the Contractor, its subcontractors, agents or invitees may enter Railway Property without first having completed Railway's Engineering Contractor Safety Orientation, found on the web site www.BNSFContractor.com. The Contractor must ensure that each of its employees, subcontractors, agents or invitees completes B/VSF RAIL WA Y Railway's Engineering Contractor Safety Orientation through internet sessions before any work is performed on the Project. Additionally, the Contractor must ensure that each and every one of its employees, subcontractors, agents or invitees possesses a card certifying completion of the Railway Contractor Safety Orientation before entering Railway Property. The Contractor is responsible for the cost of the Railway Contractor Safety Orientation. The Contractor must renew the Railway Contractor Safety Orientation annually. Further clarification can be found on the web site or from the Railway's Representative. 1.03 Railway Requirements • 1.03.01 The Contractor must take protective measures as are necessary to keep railway facilities, including track ballast, free of sand, debris, and other foreign objects and materials resulting from his operations. Any damage to railway facilities resulting from Contractor's operations will be repaired or replaced by Railway and the cost of such repairs or replacement must be paid for by the Agency. • 1.03.02 The Contractor must notify the Railway's Division Engineer Keith Jones at 763- 782-3479 and provide blasting plans to the Railway for review seven (7) calendar days prior to conducting any blasting operations adjacent to or on Railway's Property. • 1.03.03 The Contractor must abide by the following temporary clearances during construction: ■ 15'-0" Horizontally from centerline of nearest track ■ 21'-6" Vertically above top of rail ■ 27'-0" Vertically above top of rail for electric wires carrying less than 750 volts ■ 28'-0" Vertically above top of rail for electric wires carrying 750 volts to 15,000 volts ■ 30'-0" Vertically above top of rail for electric wires carrying 15,000 volts to 20,000 volts ■ 34'-0" Vertically above top of rail for electric wires carrying more than 20,000 volts • 1.03.04 Upon completion of construction, the following clearances shall be maintained: ■ 25' Horizontally from centerline of nearest track ■ 23' 6" Vertically above top of rail 1.03.05 Any infringement within State statutory clearances due to the Contractor's operations must be submitted to the Railway and to the A enc and must not be undertaken until approved in writing by the Railway, and until the (Agency) has obtained any necessary authorization from the State Regulatory Authority for the infringement. No extra compensation will be allowed in the event the Contractor's work is delayed pending Railway approval, and/or the State Regulatory Authority's approval. • 1.03.06 In the case of impaired vertical clearance above top of rail, Railway will have the option of installing tell -tales or other protective devices Railway deems necessary for protection of Railway operations. The cost of tell -tales or protective devices will be borne by the Agency. SrVSF' RAILWAY • 1.03.07 The details of construction affecting the Railway's Property and tracks not included in the contract plans must be submitted to the Railway by (Agency) for approval before work is undertaken and this work must not be undertaken until approved by the Railway. 1.03.08 At other than public road crossings, the Contractor must not move any equipment or materials across Railway's tracks until permission has been obtained from the Railway. The Contractor must obtain a "Temporary Construction Crossing Agreement" from the Railway prior to moving his equipment or materials across the Railways tracks. The temporary crossing must be gated and locked at all times when not required for use by the Contractor. The temporary crossing for use of the Contractor will be constructed and, at the completion of the project, removed at the expense of the Contractor. 1.03.09 Discharge, release or spill on the Railway Property of any hazardous substances, oil, petroleum, constituents, pollutants, contaminants, or any hazardous waste is prohibited and Contractor must immediately notify the Railway's Resource Operations Center at 1(800) 832-5452, of any discharge, release or spills in excess of a reportable quantity. Contractor must not allow Railway Property to become a treatment, storage or transfer facility as those terms are defined in the Resource Conservation and Recovery Act or any state analogue. • 1.03.10 The Contractor upon completion of the work covered by this contract, must promptly remove from the Railway's Property all of Contractor's tools, equipment, implements and other materials, whether brought upon said property by said Contractor or any Subcontractor, employee or agent of Contractor or of any Subcontractor, and must cause Railway's Property to be left in a condition acceptable to the Railway's representative. 1.04 Contractor Roadway Worker on Track Safety Program and Safety Action Plan: 1.04.01 Each Contractor that will perform work within 25 feet of the centerline of a track must develop and implement a Roadway Worker Protection/On Track Safety Program and work with Railway Project Representative to develop an on track safety strategy as described in the guidelines listed in the on track safety portion of the Safety Orientation. This Program must provide Roadway Worker protection/on track training for all employees of the Contractor, its subcontractors, agents or invitees. This training is reinforced at the job site through job safety briefings. Additionally, each Contractor must develop and implement the Safety Action Plan, as provided for on the web site www.BNSFContractor.com, which will be made available to Railway prior to commencement of any work on Railway Property. During the performance of work, the Contractor must audit its work activities. The Contractor must designate an on-site Project Supervisor who will serve as the contact person for the Railway and who will maintain a copy of the Safety Action Plan, safety audits, and Material Safety Datasheets (MSDS), at the job site. 1.04.02 Contractor shall have a background investigation performed on all of its employees, subcontractors and agents who will be performing any services for Railroad under this Agreement which are determined by Railroad in its sole discretion a) to be on Railroad's property, or b) that require access to Railroad Critical Infrastructure, Railroad Critical Information Systems, Railroad's Employees, Hazardous Materials on Railroad's property or is being transported by or otherwise in the custody of Railroad, or Freight in Transit involving SrVSF' RAILWAY Railroad. The required background screening shall at a minimum meet the rail industry background screening criteria defined by the e-RAILSAFE Program as outlined at www.eVerifile.com, in addition to any other applicable regulatory requirements. Contractor shall obtain written consent from all its employees, subcontractors or agents screened in compliance with the e-RAILSAFE Program to participate in the Program on their behalf and to release completed background information to Railroad's designee. Contractor shall be subject to periodic audit to ensure compliance. Contractor subject to the e-RAILSAFE Program hereunder shall not permit any of its employees, subcontractors or agents to perform services hereunder who are not first approved under e-RAILSAFE Program standards. Railroad shall have the right to deny entry onto its premises or access as described in this section above to any of Contractor's employees, subcontractors or agents who do not display the authorized identification badge issued by a background screening service meeting the standards set forth in the e-RAILSAFE Program, or who in Railroad's opinion, which may not be unreasonable, may pose a threat to the safety or security of Railroad's operations, assets or personnel. Contractors shall be responsible for ensuring that its employees, subcontractors and agents are United States citizens or legally working in the United States under a lawful and appropriate work VISA or other work authorization. 1.05 Railway Flagger Services: 1.05.01 The Contractor must give Railway's Roadmaster Kota Patton (telephone 763- 782-3209) a minimum of thirty (30) calendar days advance notice when flagging services will be required so that the Roadmaster can make appropriate arrangements (i.e., bulletin the flagger's position). If flagging services are scheduled in advance by the Contractor and it is subsequently determined by the parties hereto that such services are no longer necessary, the Contractor must give the Roadmaster five (5) working days advance notice so that appropriate arrangements can be made to abolish the position pursuant to union requirements. 1.05.02 Unless determined otherwise by Railway's Project Representative, Railway flagger will be required and furnished when Contractor's work activities are located over, under and/or within twenty-five (25) feet measured horizontally from centerline of the nearest track and when cranes or similar equipment positioned beyond 25 -feet from the track centerline could foul the track in the event of tip over or other catastrophic occurrence, but not limited thereto for the following conditions: 1.05.02a When, upon inspection by Railway's Representative, other conditions warrant. 1.05.02b When any excavation is performed below the bottom of tie elevation, if, in the opinion of Railway's representative, track or other Railway B/VSF RAIL WA Y facilities may be subject to movement or settlement. 1.05.02c When work in any way interferes with the safe operation of trains at timetable speeds. 1.05.02d When any hazard is presented to Railway track, communications, signal, electrical, or other facilities either due to persons, material, equipment or blasting in the vicinity. 1.05.02e Special permission must be obtained from the Railway before moving heavy or cumbersome objects or equipment which might result in making the track impassable. • 1.05.03 Flagging services will be performed by qualified Railway flaggers. 1.05.03a Flagging crew generally consists of one employee. However, additional personnel may be required to protect Railway Property and operations, if deemed necessary by the Railways Representative. 1.05.03b Each time a flagger is called, the minimum period for billing will be the eight (8) hour basic day. 1.05.03c The cost of flagger services provided by the Railway will be borne by (Agency). The estimated cost for one (1) flagger is approximately between $800.00-$1,600.00 for an eight (8) hour basic day with time and one-half or double time for overtime, rest days and holidays. The estimated cost for each flagger includes vacation allowance, paid holidays, Railway and unemployment insurance, public liability and property damage insurance, health and welfare benefits, vehicle, transportation, meals, lodging, radio, equipment, supervision and other costs incidental to performing flagging services. Negotiations for Railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase actual or estimated flagging rates. THE FLAGGING RATE IN EFFECT AT THE TIME OF PERFORMANCE BY THE CONTRACTOR HEREUNDER WILL BE USED TO CALCULATE THE ACTUAL COSTS OF FLAGGING PURSUANT TO THIS PARAGRAPH. 1.05.03d The average train traffic on this route is 1 freight trains per 24-hour period at a timetable speed 10 MPH and N/A passenger trains at a timetable speed of N/A MPH. 1.06 Contractor General Safety Requirements • 1.06.01 Work in the proximity of railway track(s) is potentially hazardous where movement of trains and equipment can occur at any time and in any direction. All work performed by contractors within 25 feet of any track must be in compliance with FRA Roadway Worker Protection Regulations. • 1.06.02 Before beginning any task on Railway Property, a thorough job safety briefing must SrVSF' RAILWAY be conducted with all personnel involved with the task and repeated when the personnel or task changes. If the task is within 25 feet of any track, the job briefing must include the Railway's flagger, as applicable, and include the procedures the Contractor will use to protect its employees, subcontractors, agents or invitees from moving any equipment adjacent to or across any Railway track(s). 1.06.03 Workers must not work within 25 feet of the centerline of any track without an on track safety strategy approved by the Railway's Project Representative. When authority is provided, every contractor employee must know: (1) who the Railway flagger is, and how to contact the flagger, (2) limits of the authority, (3) the method of communication to stop and resume work, and (4) location of the designated places of safety. Persons or equipment entering flag/work limits that were not previously job briefed, must notify the flagger immediately, and be given a job briefing when working within 25 feet of the center line of track. • 1.06.04 When Contractor employees are required to work on the Railway Property after normal working hours or on weekends, the Railway's representative in charge of the project must be notified. A minimum of two employees must be present at all times. • 1.06.05 Any employees, agents or invitees of Contractor or its subcontractors under suspicion of being under the influence of drugs or alcohol, or in the possession of same, will be removed from the Railway's Property and subsequently released to the custody of a representative of Contractor management. Future access to the Railway's Property by that employee will be denied. 1.06.06 Any damage to Railway Property, or any hazard noticed on passing trains must be reported immediately to the Railway's representative in charge of the project. Any vehicle or machine which may come in contact with track, signal equipment, or structure (bridge) and could result in a train derailment must be reported immediately to the Railway representative in charge of the project and to the Railway's Resource Operations Center at 1(800) 832-5452. Local emergency numbers are to be obtained from the Railway representative in charge of the project prior to the start of any work and must be posted at the job site. • 1.06.07 For safety reasons, all persons are prohibited from having pocket knives, firearms or other deadly weapons in their possession while working on Railway's Property. 1.06.08 All personnel protective equipment (PPE) used on Railway Property must meet applicable OSHA and ANSI specifications. Current Railway personnel protective equipment requirements are listed on the web site, www.BNSFContractor.com, however, a partial list of the requirements include: a) safety glasses with permanently affixed side shields (no yellow lenses); b) hard hats; c) safety shoe with: hardened toes, above -the -ankle lace -up and a defined heel; and d) high visibility retro -reflective work wear. The Railway's representative in charge of the project is to be contacted regarding local specifications for meeting requirements relating to hi -visibility work wear. Hearing protection, fall protection, gloves, and respirators must be worn as required by State and Federal regulations. (NOTE — Should there be a discrepancy between the information contained on the web site and the information in this paragraph, the web site will govern.) 1.06.09 THE CONTRACTOR MUST NOT PILE OR STORE ANY MATERIALS, MACHINERY OR EQUIPMENT CLOSER THAN 25'-0" TO THE CENTER LINE OF THE NEAREST RAILWAY TRACK. MATERIALS, MACHINERY OR EQUIPMENT MUST NOT B/VSF RAIL WA Y BE STORED OR LEFT WITHIN 250 FEET OF ANY HIGHWAY/RAIL AT -GRADE CROSSINGS OR TEMPORARY CONSTRUCTION CROSSING, WHERE STORAGE OF THE SAME WILL OBSTRUCT THE VIEW OF A TRAIN APPROACHING THE CROSSING. PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST ESTABLISH A STORAGE AREA WITH CONCURRENCE OF THE RAILWAY'S REPRESENTATIVE. • 1.06.10 Machines or vehicles must not be left unattended with the engine running. Parked machines or equipment must be in gear with brakes set and if equipped with blade, pan or bucket, they must be lowered to the ground. All machinery and equipment left unattended on Railway's Property must be left inoperable and secured against movement. (See internet Engineering Contractor Safety Orientation program for more detailed specifications) 1.06.11 Workers must not create and leave any conditions at the work site that would interfere with water drainage. Any work performed over water must meet all Federal, State and Local regulations. 1.06.12 All power line wires must be considered dangerous and of high voltage unless informed to the contrary by proper authority. For all power lines the minimum clearance between the lines and any part of the equipment or load must be; 200 KV or below - 15 feet; 200 to 350 KV - 20 feet; 350 to 500 KV - 25 feet; 500 to 750 KV - 35 feet; and 750 to 1000 KV - 45 feet. If capacity of the line is not known, a minimum clearance of 45 feet must be maintained. A person must be designated to observe clearance of the equipment and give a timely warning for all operations where it is difficult for an operator to maintain the desired clearance by visual means. 1.07 Excavation: 1.07.01 Before excavating, the Contractor must determine whether any underground pipe lines, electric wires, or cables, including fiber optic cable systems are present and located within the Project work area. The Contractor must determine whether excavation on Railway's Property could cause damage to buried cables resulting in delay to Railway traffic and disruption of service to users. Delays and disruptions to service may cause business interruptions involving loss of revenue and profits. Before commencing excavation, the Contractor must contact BNSF's Field Engineering Representative Kota Patton (763 -782 - All underground and overhead wires will be considered HIGH VOLTAGE and dangerous until verified with the company having ownership of the line. It is the Contractor's responsibility to notify any other companies that have underground utilities in the area and arrange for the location of all underground utilities before excavating. 1.07.02 The Contractor must cease all work and notify the Railway immediately before continuing excavation in the area if obstructions are encountered which do not appear on drawings. If the obstruction is a utility and the owner of the utility can be identified, then the Contractor must also notify the owner immediately. If there is any doubt about the location of underground cables or lines of any kind, no work must be performed until the exact location has been determined. There will be no exceptions to these instructions. 1.07.03 All excavations must be conducted in compliance with applicable OSHA regulations and, regardless of depth, must be shored where there is any danger to tracks, structures or personnel. SrVSF' RAILWAY • 1.07.04 Any excavations, holes or trenches on the Railway's Property must be covered, guarded and/or protected when not being worked on. When leaving work site areas at night and over weekends, the areas must be secured and left in a condition that will ensure that Railway employees and other personnel who may be working or passing through the area are protected from all hazards. All excavations must be back filled as soon as possible. 1.08 Hazardous Waste, Substances and Material Reporting: 1.08.01 If Contractor discovers any hazardous waste, hazardous substance, petroleum or other deleterious material, including but not limited to any non -containerized commodity or material, on or adjacent to Railway's Property, in or near any surface water, swamp, wetlands or waterways, while performing any work under this Agreement, Contractor must immediately: (a) notify the Railway's Resource Operations Center at 1(800) 832-5452, of such discovery: (b) take safeguards necessary to protect its employees, subcontractors, agents and/or third parties: and (c) exercise due care with respect to the release, including the taking of any appropriate measure to minimize the impact of such release. 1.09 Personal Injury Reporting 1.09.01 The Railway is required to report certain injuries as a part of compliance with Federal Railroad Administration (FRA) reporting requirements. Any personal injury sustained by an employee of the Contractor, subcontractor or Contractor's invitees while on the Railway's Property must be reported immediately (by phone mail if unable to contact in person) to the Railway's representative in charge of the project. The Non -Employee Personal Injury Data Collection Form contained herein is to be completed and sent by Fax to the Railway at 1(817) 352-7595 and to the Railway's Project Representative no later than the close of shift on the date of the injury. SrVSF' RAILWAY B/VSF RAILWAY NDN -EMPLOYEE PERSONAL INJURY DATA COLLECTION (If injuries are in connection with rail equipment accident/incident, highway rail grade crossing accident or automobile accident, ensure that appropriate information is obtained, forms completed and that data entry personnel are aware that injuries relate to that specific event.) Injured Person Type: ❑ Passenger on train (C) ❑ Non-employee (N) (i.e., emp of emther railroad, or, non-BNSf emp involved in vehicle accident, including companY vehicles) ❑ Contractor/safety sensitive (F) ❑ Contractor/non-safety sensitive (G) ❑ Volunteer/safety sensitive (H) ❑ Volunteer/other non -safety sensitive (1) ❑ Non -trespasser (D) - to include highway users involved in highway rail grade crossing accidents who did not go around or through gates ❑ Trespasser (E) - to include highway users involved in highway rail grade crossing accidents who went around or through gates ❑ Non -trespasser (J) - Off railroad property If train involved. Train ID: Transmit attached information to Accident/Incident Reporting Center by: Fax 1-817-352-7595 or by Phone 1-800-697-6736 or email to: Accident-Reporting.Center[NBNSF.com Officer Providing Information: (Name) (Employee No.) (Phone #) REPORT PREPARED TO COMPLY WITH FEDERAL ACCIDENT REPORTING REQUIREMENTS AND PROTECTED FROM DISCLOSURE PURSUANT TO 49 U.S.C. 20903 AND 03 U.S.C. 490 17ArC WAY Contract Number: BF -20203738 NDN -EMPLOYEE PERSONAL INJURY DATA COLLECTION INFORMATION REQUIRED TO BE COLLECTED PURSUANT TO FEDERAL REGULATION. IT SHOULD BE USED FOR COMPLIANCE WITH FEDERAL REGULATIONS ONLY AND IT IS NOT INTENDED TO PRESUME ACCEPTANCE OF RESPONSIBILITY OR LIABILITY. I. Accident City/St: 2. Date: Time: County: 3. Temperature: 4. Weather: (if non BNSF location) Mile Post / Line Segment: 5. Driver's License No (and state) or other ID: G. Name (last, first, mi): 7. Address: 8. Date of Birth: Phone Number: 9. Injury: (i.e., Laceration, etc.) II. Description of Accident (To include location, action, result, etc.): 12. Treatment: First Aid Only Required Medical Treatment Other Medical Treatment 13. Dr. Name: 14. Dr. Address: Street: 15. Hospital Name: IG. Hospital Address: Street: 17. Dinannsis City: and/or Age: (if available) Employer: City: SSN (required): St: Zip: 10. Body Part: Date: (i.e., Hand, etc.) St: Zip: 15 of 25 City: St: Zip: Contract Number: BF -20203738 EXHIBIT "C-1" Agreement Between BNSF RAILWAY COMPANY and the CONTRACTOR Railway File: Agency Project: (hereinafter called "Contractor"), has entered into an agreement (hereinafter called "Agreement") dated , 202_, with THE CITY OF MONTICELLO for the performance of certain work in connection with the following project: construct a sidewalk on the east side of Elm Street DOT# 095679R. Performance of such work will necessarily require Contractor to enter BNSF RAILWAY COMPANY (hereinafter called "Railway") right of way and property (hereinafter called "Railway Property"). The Agreement provides that no work will be commenced within Railway Property until the Contractor employed in connection with said work for THE CITY OF MONTICELLO (i) executes and delivers to Railway an Agreement in the form hereof, and (ii) provides insurance of the coverage and limits specified in such Agreement and Section 3 herein. If this Agreement is executed by a party who is not the Owner, General Partner, President or Vice President of Contractor, Contractor must furnish evidence to Railway certifying that the signatory is empowered to execute this Agreement on behalf of Contractor. Accordingly, in consideration of Railway granting permission to Contractor to enter upon Railway Property and as an inducement for such entry, Contractor, effective on the date of the Agreement, has agreed and does hereby agree with Railway as follows: 1) RELEASE OF LIABILITY AND INDEMNITY Contractor hereby waives, releases, indemnifies, defends and holds harmless Railway for all judgments, awards, claims, demands, and expenses (including attorneys' fees), for injury or death to all persons, including Railway's and Contractor's officers and employees, and for loss and damage to property belonging to any person, arising in any manner from Contractor's or any of Contractor's subcontractors' acts or omissions or any work performed on or about Railway's property or right-of-way. THE LIABILITY ASSUMED BY CONTRACTOR WILL NOT BE AFFECTED BY THE FACT, IF IT IS A FACT, THAT THE DESTRUCTION, DAMAGE, DEATH, OR INJURY WAS OCCASIONED BY OR CONTRIBUTED TO BY THE NEGLIGENCE OF RAILWAY, ITS AGENTS, SERVANTS, 16 of 25 "ffW—d11WAF=' Contract Number: BF -20203738 EMPLOYEES OR OTHERWISE, EXCEPT TO THE EXTENT THAT SUCH CLAIMS ARE PROXIMATELY CAUSED BY THE INTENSIONAL MISCONDUCT OR GROSS NEGLIGENCE OF RAILWAY. THE INDEMNIFICATION OBLIGATION ASSUMED BY CONTRACTOR INCLUDES ANY CLAIMS, SUITS OR JUDGMENTS BROUGHT AGAINST RAILWAY UNDER THE FEDERAL EMPLOYEE'S LIABILITY ACT, INCLUDING CLAIMS FOR STRICT LIABILITY UNDER THE SAFETY APPLIANCE ACT OR THE LOCOMOTIVE INSPECTION ACT, WHENEVER SO CLAIMED. Contractor further agrees, at its expense, in the name and on behalf of Railway, that it will adjust and settle all claims made against Railway, and will, at Railway's discretion, appear and defend any suits or actions of law or in equity brought against Railway on any claim or cause of action arising or growing out of or in any manner connected with any liability assumed by Contractor under this Agreement for which Railway is liable or is alleged to be liable. Railway will give notice to Contractor, in writing, of the receipt or dependency of such claims and thereupon Contractor must proceed to adjust and handle to a conclusion such claims, and in the event of a suit being brought against Railway, Railway may forward summons and complaint or other process in connection therewith to Contractor, and Contractor, at Railway's discretion, must defend, adjust, or settle such suits and protect, indemnify, and save harmless Railway from and against all damages, judgments, decrees, attorney's fees, costs, and expenses growing out of or resulting from or incident to any such claims or suits. In addition to any other provision of this Agreement, in the event that all or any portion of this Article shall be deemed to be inapplicable for any reason, including without limitation as a result of a decision of an applicable court, legislative enactment or regulatory order, the parties agree that this Article shall be interpreted as requiring Contractor to indemnify Railway to the fullest extent permitted by applicable law. THROUGH THIS AGREEMENT THE PARTIES EXPRESSLY INTEND FOR CONTRACTOR TO INDEMNIFY RAILWAY FOR RAILWAY'S ACTS OF NEGLIGENCE. It is mutually understood and agreed that the assumption of liabilities and indemnification provided for in this Agreement survive any termination of this Agreement. 2) TERM This Agreement is effective from the date of the Agreement until (i) the completion of the project set forth herein, and (ii) full and complete payment to Railway of any and all sums or other amounts owing and due hereunder. 3) INSURANCE 17 of 25 17ArC WAY Contract Number: BF -20203738 Contractor shall, at its sole cost and expense, procure and maintain during the life of this Agreement the following insurance coverage: A. Commercial General Liability insurance. This insurance shall contain broad form contractual liability with a combined single limit of a minimum of $2,000,000 each occurrence and an aggregate limit of at least $4,000,000 but in no event less than the amount otherwise carried by the Contractor. Coverage must be purchased on a post 2004 ISO occurrence form or equivalent and include coverage for, but not limit to the following: ♦ Bodily Injury and Property Damage ♦ Personal Injury and Advertising Injury ♦ Fire legal liability ♦ Products and completed operations This policy shall also contain the following endorsements, which shall be indicated on the certificate of insurance: ♦ The definition of insured contract shall be amended to remove any exclusion or other limitation for any work being done within 50 feet of railroad property. ♦ Waver of subrogation in favor of and acceptable to Railway. ♦ Additional insured endorsement in favor of and acceptable to Railway. ♦ Separation of insureds. ♦ The policy shall be primary and non-contributing with respect to any insurance carried by Railway. It is agreed that the workers' compensation and employers' liability related exclusions in the Commercial General Liability insurance policy(s) required herein are intended to apply to employees of the policy holder and shall not apply to Railway employees. 18 of 25 Contract Number: BF -20203738 No other endorsements limiting coverage as respects obligations under this Agreement may be included on the policy with regard to the work being performed under this agreement. B. Business Automobile Insurance. This insurance shall contain a combined single limit of at least $1,000,000 per occurrence, and include coverage for, but not limited to the following: ♦ Bodily injury and property damage ♦ Any and all vehicles owned, used or hired The policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: ♦ Waiver of subrogation in favor of and acceptable to Railway. ♦ Additional insured endorsement in favor of and acceptable to Railway. ♦ Separation of insureds. ♦ The policy shall be primary and non-contributing with respect to any insurance carried by Railway. C. Workers Compensation and Employers Liability insurance including coverage for, but not limited to: ♦ Contractor's statutory liability under the worker's compensation laws of the state(s) in which the work is to be performed. If optional under State law, the insurance must cover all employees anyway. ♦ Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. This policy shall also contain the following endorsements or language, which shall be indicated on the certificate of insurance: ♦ Waiver of subrogation in favor of and acceptable to Railway. 19 of 25 17A WA Y Contract Number: BF -20203738 A. Railroad Protective Liability insurance naming only the Railway as the Insured with coverage of at least $2,000,000 per occurrence and $6,000,000 in the aggregate. The policy Must be issued on a standard ISO form CG 00 35 12 04 and include the following: ♦ Endorsed to include the Pollution Exclusion Amendment ♦ Endorsed to include the Limited Seepage and Pollution Endorsement. ♦ Endorsed to remove any exclusion for punitive damages. ♦ No other endorsements restricting coverage may be added. ♦ The original policy must be provided to the Railway prior to performing any work or services under this Agreement ♦ Definition of "Physical Damage to Property" shall be endorsed to read: "means direct and accidental loss of or damage to all property owned by any named insured and all property in any named insured' care, custody, and control arising out of the acts or omissions of the contractor named on the Declarations. In lieu of providing a Railroad Protective Liability Policy, Licensee may participate (if available) in Railway's Blanket Railroad Protective Liability Insurance Policy. Other Requirements: Where allowable by law, all policies (applying to coverage listed above) shall contain no exclusion for punitive damages. Contractor agrees to waive its right of recovery against Railway for all claims and suits against Railway. In addition, its insurers, through the terms of the policy or policy endorsement, waive their right of subrogation against Railway for all claims and suits. Contractor further waives its right of recovery, and its insurers also waive their right of subrogation against Railway for loss of its owned or leased property or property under Contractor's care, custody or control. Allocated Loss Expense shall be in addition to all policy limits for coverages referenced above. 20 of 25 17ArC WAY Contract Number: BF -20203738 Contractor is not allowed to self -insure without the prior written consent of Railway. If granted by Railway, any self-insured retention or other financial responsibility for claims shall be covered directly by Contractor in lieu of insurance. Any and all Railway liabilities that would otherwise, in accordance with the provisions of this Agreement, be covered by Contractor's insurance will be covered as if Contractor elected not to include a deductible, self-insured retention or other financial responsibility for claims. Prior to commencing services, Contractor shall furnish to Railway an acceptable certificate(s) of insurance from an authorized representative evidencing the required coverage(s), endorsements, and amendments. The certificate should be directed to the following address: BNSF Railway Company c/o CertFocus P.O. Box 140528 Kansas City, MO 64114 Toll Free: 877-576-2378 Fax number: 817-840-7487 Email: BNSF@certfocus.com www.certfocus.com Contractor shall notify Railway in writing at least 30 days prior to any cancellation, non- renewal, substitution or material alteration. Any insurance policy shall be written by a reputable insurance company acceptable to Railway or with a current Best's Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. If coverage is purchased on a "claims made" basis, Contractor hereby agrees to maintain coverage in force for a minimum of three years after expiration, cancellation or termination of this Agreement. Annually Contractor agrees to provide evidence of such coverage as required hereunder. Contractor represents that this Agreement has been thoroughly reviewed by Contractor's insurance agent(s)/broker(s), who have been instructed by Contractor to procure the insurance coverage required by this Agreement. Not more frequently than once every five years, Railway may reasonably modify the required insurance coverage to reflect then -current risk management practices in the railroad industry and underwriting practices in the insurance industry. 21 of 25 17ArC AY Contract Number: BF -20203738 If any portion of the operation is to be subcontracted by Contractor, Contractor shall require that the subcontractor shall provide and maintain insurance coverage(s) as set forth herein, naming Railway as an additional insured, and shall require that the subcontractor shall release, defend and indemnify Railway to the same extent and under the same terms and conditions as Contractor is required to release, defend and indemnify Railway herein. Failure to provide evidence as required by this section shall entitle, but not require, Railway to terminate this Agreement immediately. Acceptance of a certificate that does not comply with this section shall not operate as a waiver of Contractor's obligations hereunder. The fact that insurance (including, without limitation, self-insurance) is obtained by Contractor shall not be deemed to release or diminish the liability of Contractor including, without limitation, liability under the indemnity provisions of this Agreement. Damages recoverable by Railway shall not be limited by the amount of the required insurance coverage. In the event of a claim or lawsuit involving Railway arising out of this agreement, Contractor will make available any required policy covering such claim or lawsuit. These insurance provisions are intended to be a separate and distinct obligation on the part of the Contractor. Therefore, these provisions shall be enforceable and Contractor shall be bound thereby regardless of whether or not indemnity provisions are determined to be enforceable in the jurisdiction in which the work covered hereunder is performed. For purposes of this section, Railway shall mean "Burlington Northern Santa Fe LLC", "BNSF Railway Company" and the subsidiaries, successors, assigns and affiliates of each. 4) SALES AND OTHER TAXES In the event applicable sales taxes of a state or political subdivision of a state of the United States are levied or assessed in connection with and directly related to any amounts invoiced by Contractor to Railway ("Sales Taxes"), Railway shall be responsible for paying only the Sales Taxes that Contractor separately states on the invoice or other billing documents provided to Railway; provided, however, that (i) nothing herein shall preclude Railway from claiming whatever Sales Tax exemptions are applicable to amounts Contractor bills Railway, (ii) Contractor shall be responsible for all sales, use, excise, consumption, services and other taxes which may accrue on all services, materials, equipment, supplies or fixtures that Contractor and its subcontractors use or consume in the performance of this Agreement, (iii) Contractor shall be responsible for Sales Taxes 22 of 25 o7ArC WAY Contract Number: BF -20203738 (together with any penalties, fines or interest thereon) that Contractor fails to separately state on the invoice or other billing documents provided to Railway or fails to collect at the time of payment by Railway of invoiced amounts (except where Railway claims a Sales Tax exemption), and (iv) Contractor shall be responsible for Sales Taxes (together with any penalties, fines or interest thereon) if Contractor fails to issue separate invoices for each state in which Contractor delivers goods, provides services or, if applicable, transfers intangible rights to Railway. Upon request, Contractor shall provide Railway satisfactory evidence that all taxes (together with any penalties, fines or interest thereon) that Contractor is responsible to pay under this Agreement have been paid. If a written claim is made against Contractor for Sales Taxes with respect to which Railway may be liable for under this Agreement, Contractor shall promptly notify Railway of such claim and provide Railway copies of all correspondence received from the taxing authority. Railway shall have the right to contest, protest, or claim a refund, in Railway's own name, any Sales Taxes paid by Railway to Contractor or for which Railway might otherwise be responsible for under this Agreement; provided, however, that if Railway is not permitted by law to contest any such Sales Tax in its own name, Contractor shall, if requested by Railway at Railway's sole cost and expense, contest in Contractor's own name the validity, applicability or amount of such Sales Tax and allow Railway to control and conduct such contest. Railway retains the right to withhold from payments made under this Agreement amounts required to be withheld under tax laws of any jurisdiction. If Contractor is claiming a withholding exemption or a reduction in the withholding rate of any jurisdiction on any payments under this Agreement, before any payments are made (and in each succeeding period or year as required by law), Contractor agrees to furnish to Railway a properly completed exemption form prescribed by such jurisdiction. Contractor shall be responsible for any taxes, interest or penalties assessed against Railway with respect to withholding taxes that Railway does not withhold from payments to Contractor. 1) EXHIBIT "C" CONTRACTOR REQUIREMENTS The Contractor must observe and comply with all provisions, obligations, requirements and limitations contained in the Agreement, and the Contractor Requirements set forth on Exhibit "C" attached to the Agreement and this Agreement, including, but not be limited to, payment of all costs incurred for any damages to Railway roadbed, tracks, and/or appurtenances thereto, resulting from use, occupancy, or presence of its employees, representatives, or agents or subcontractors on or about the construction site. Contractor shall execute a Temporary Construction Crossing Agreement or Private Crossing Agreement (http://www.bnsf.com/communities/faqs/permits-real-estate/), for any temporary crossing requested to aid in the construction of this Project, if approved by BNSF. 23 of 25 2) 17ArC AY Contract Number: BF -20203738 TRAIN DELAY Contractor is responsible for and hereby indemnifies and holds harmless Railway (including its affiliated railway companies, and its tenants) for, from and against all damages arising from any unscheduled delay to a freight or passenger train which affects Railway's ability to fully utilize its equipment and to meet customer service and contract obligations. Contractor will be billed, as further provided below, for the economic losses arising from loss of use of equipment, contractual loss of incentive pay and bonuses and contractual penalties resulting from train delays, whether caused by Contractor, or subcontractors, or by the Railway performing work under this Agreement. Railway agrees that it will not perform any act to unnecessarily cause train delay. For loss of use of equipment, Contractor will be billed the current freight train hour rate per train as determined from Railway's records. Any disruption to train traffic may cause delays to multiple trains at the same time for the same period. Additionally, the parties acknowledge that passenger, U.S. mail trains and certain other grain, intermodal, coal and freight trains operate under incentive/penalty contracts between Railway and its customer(s). Under these arrangements, if Railway does not meet its contract service commitments, Railway may suffer loss of performance or incentive pay and/or be subject to penalty payments. Contractor is responsible for any train performance and incentive penalties or other contractual economic losses actually incurred by Railway which are attributable to a train delay caused by Contractor or its subcontractors. The contractual relationship between Railway and its customers is proprietary and confidential. In the event of a train delay covered by this Agreement, Railway will share information relevant to any train delay to the extent consistent with Railway confidentiality obligations. The rate then in effect at the time of performance by the Contractor hereunder will be used to calculate the actual costs of train delay pursuant to this agreement. Contractor and its subcontractors must give Railway's representative Kota Patton 763- 782-3209 (4) weeks advance notice of the times and dates for proposed work windows. Railway and Contractor will establish mutually agreeable work windows for the project. Railway has the right at any time to revise or change the work windows due to train operations or service obligations. Railway will not be responsible for any additional costs or expenses resulting from a change in work windows. Additional costs or expenses resulting from a change in work windows shall be accounted for in Contractor's expenses for the project. Contractor and subcontractors must plan, schedule, coordinate and conduct all Contractor's work so as to not cause any delays to any trains. 24 of 25 17ArC AY Contract Number: BF -20203738 IN WITNESS WHEREOF, each of the parties hereto has caused this Agreement to be executed by its duly authorized officer the day and year first above written. Contractor Legal Name BNSF Railway Company By: Printed Name: Title: Contact Person: Address: City: State: Zip: Fax: Phone: E-mail: 25 of 25 M Name: Manager Public Projects Accepted and effective this day of 20_. City Council Agenda: 9/26/2022 21. Consideration of authorizing Bolton and Menk, Inc. to provide additional engineering services for the Downtown Roadwav and Pedestrian Improvements proiect for a total cost of $15,800 Prepared by: Meeting Date: N Consent Agenda Item City Engineer/Public Works Director 9/26/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to authorize Bolton and Menk, Inc. to provide additional engineering services for the Downtown Roadway and Pedestrian Improvements project for a total cost of $15,800. PREVIOUS COUNCIL ACTION June 13, 2022: Authorized Bolton and Menk, Inc. to provide engineering services for the Downtown Roadway and Pedestrian improvement project for a total cost of $241,250. REFERENCE AND BACKGROUND Earlier this year staff discussed the possibility of a downtown traffic study to look holistically at the area's current conditions and possible future improvements as the city grows and changes. Ultimately staff opted to complete a traffic study more specifically focused on current project areas. However, initial discussions about the Downtown Roadway and Pedestrian Improvements Project indicate additional traffic analysis would be beneficial for determining potential traffic control changes in the wider area. The expanded scope will examine traffic in the downtown area north of 1-94 from Elm Street east to Washington Street. The proposed scope would include traffic counts as well as traffic modeling and geometric design analysis culminating in a technical memorandum with findings and recommendations. The data can be used immediately to guide the ultimate lane configuration for the City's planned 2023 project as well as for the Broadway Avenue pavement management project scheduled for 2023 and 2024. In addition, the results will assist with planning additional future improvements throughout the study area. Budget Impact: The draft 2023 budget includes $4,250,000 for this project, and an additional $100,000 included in the 2022 budget. Unspent funds originally budgeted in 2022 for the Pointes at Cedar will be used if 2022 activity exceeds $100,000. City Council Agenda: 9/26/2022 II. Staff Workload Impact: City engineering, community development, finance, parks and recreation, and public works staff will be involved in the development of this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends proceeding with approving the additional engineering services for this project. SUPPORTING DATA • RFP Documents QBOLTON & MENK Real People. Real Solutions. September 8, 2022 Matt Leonard City of Monticello Public Works Director/City Engineer 505 Walnut Street Monticello, MN 55362 RE: Downtown Roadway & Pedestrian Improvements — Expanded Traffic Study Scope City of Monticello, Minnesota Project No. OW1.127815 2040 Highway 12 East Willmar, MN 56201-5818 Ph: 13201 231-3956 Fax: (3201 231-971 0 Balton-Menk.com We are pleased to present the following proposal to prepare a traffic analysis for downtown Monticello to expand the scope of the Downtown Roadway & Pedestrian Improvements project to complete an expanded traffic study to help the city assess some potential traffic control changes in the downtown area. The expanded study area will examine downtown Monticello north of 1-94 to the Mississippi River and Elm Street easterly towards Washington Street. The proposed scope of work for this effort is shown in Attachment 1. Fee• Based on the scope of work, Bolton & Menk proposes an hourly not to exceed fee of $15,800 for this additional work. Schedule: Bolton & Menk will begin work immediately on notice to proceed. We are excited for the opportunity to provide these services. If you have any questions, please contact me at 320-905-2704 or justin.kannas@bolton-menk.com. Sincerely, Bolton & Menk, Inc. Justin Kannas, PE Jennifer McCoy PE, P.T.O.E. Attachment H:\MTCE\OW1127815 Bolton & Menk is an ATTACHMENT 1 SCOPE OF SERVICES FOR DOWNTOWN TRAFFIC STUDY MONTICELLO, MN DESCRIPTION OF PROPOSED DEVELOPMENT: The Consultant shall expand the scope of the Downtown Roadway & Pedestrian Improvements project to complete an expanded traffic study to help the city assess some potential traffic control changes in the downtown area. The expanded study area will examine downtown Monticello north of 1-94 to the Mississippi River and Elm Street easterly towards Washington Street. A traffic model will be used to help make some potential traffic control changes in this area. TRAFFIC IMPACT STUDY LOCATION/LIMITS: The original downtown improvements project included examining only Broadway/Hwy 25 and Broadway/Walnut Street. The expanded study area would include Broadway Avenue, Pine Street/Hwy 25, Walnut Street, Cedar Street, 4th Street, and 7th Street. River Street and 6th Street are also proposed to be included in the model. The expanded study includes a review of the following intersections: Figure 1— Study Intersections Ll" H:\MTCE\0W1127815 Bolton & Menk is an SCOPE OF SERVICES: The Consultant shall provide the following traffic services for the expanded study area: 1. EXISTING CONDITIONS AND PLANNED CHANGES REVIEW a. Review Existing Land usage b. Study Area streets i. Functional Classification ii. Width, number of lanes, intersection configurations iii. Posted speed limits, On -Street parking iv. AM and PM Peak Traffic Count Information at 7 additional study intersections 1. 24 -Hr traffic counts with turning movements will be provided for the added intersections. 2. CRASH REVIEW a. Review / Analyze MNCMAT2 crashes in past 5 years for the 7 additional intersections b. Describe details of any injury crashes c. Prepare crash greensheets and discuss any trends in crash data 3. PROPOSED IMPROVEMENTS REVIEW a. Review land usage / Proposed ITE Trip Generation / Distribution i. Incorporate trips for Block 52 and Block 34 developments, distribute to additional study intersections b. Review Study Area Street Changes i. Identify proposed changes with site driveways ii. All these scenarios will have Walnut Street extended between Broadway Avenue and River Street. c. Future traffic volume forecasts 4. TRAFFIC MODELING a. Perform traffic capacity analysis with Synchro/Sim Traffic to determine impact of potential traffic control changes. b. The following scenarios will be analyzed for Build Year and 20 -Year Traffic Forecasts: i. Existing system ii. Addition of a traffic signal at Hwy 25 and 4th Street iii. Addition of traffic signal at 4th and Hwy 25 along with the removal of the Hwy 25 and River Street signal iv. Remove signal at Hwy 25 and River Street with a single southbound left turn lane on Hwy 25 at Broadway. This turn lane would be extended into the existing River Street intersection v. Opening of River Street between Palm Street and Cedar Street c. Perform Traffic Control / Geometric Impact Analysis for study intersections. Includes review of existing and proposed turn lane storage. d. Perform Signal and Turn Lane Warrant Analysis for proposed / recommended traffic control changes. H:\MTCE\OW1127815 Balton & Menk I5 an equal 5. DELIVERABLES Prepare a technical memorandum that summarizes the findings of the traffic analysis and provides any recommendations. Draft and final technical memorandum (to be provided electronically in PDF format) H:\MTCE\OW1127815 Bolton & Menk is an City Council Agenda: 09/26/2022 21. Consideration of approving a contract extension with Veolia Water North America - Central, LLC for management of the wastewater treatment plant Prepared by: Meeting Date: Nx Consent Agenda Item Public Works Director/City Engineer 9/26/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to approve a contract extension with Veolia Water North America -Central, LLC for management of the wastewater treatment plant PREVIOUS COUNCIL ACTION December 11, 2017: City Council approved Addendum No. 2 for a five-year contract extension with a 2.5% increase for years 2-5. November 9, 2015: City Council approved a two-year contract extension with Veolia Water. November 22, 2010: City Council approved a 5 -year contract with Veolia Water. REFERENCE AND BACKGROUND Veolia has operated the City of Monticello wastewater treatment plant since they took over the operation and maintenance contract from PSG. In 2017 the City agreed to the latest five-year contract extension that included a 2.5% annual increase. This agreement expires on December 31, 2022. City staff is satisfied with the operation and maintenance of the wastewater treatment plant by Veolia and has been working on a contract extension proposal. The proposed contract amendment includes a four-year extension with automatic two-year renewals thereafter. The annual fee is proposed to increase by 3.5% each year. Also, the City pays actual costs for maintenance and repair items as well as sludge hauling and disposal costs. Those costs can be adjusted as mutually agreed between both parties expected to occur during the annual budgeting process. Budget Impact: The budget impact is reflected in the draft 2023 Sewer Fund budget and will be included in the determination for setting utility rate increases. II. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A City Council Agenda: 09/26/2022 STAFF RECOMMENDED ACTION City staff recommends extending the agreement with Veolia for management of the wastewater treatment plant. SUPPORTING DATA A. Contract Renewal/Extension letter B. Addendum No. 3 Q VEOLIA September 16, 2022 Honorably Mayor and City Council 505 Walnut Street Monticello, MN 55362 RE: O&M Contract Renewal/Extension Dear Mayor Hilgart, Council and Mr. Leonard: It's hard to believe that 37 years have passed since Veolia (formerly PSG) began serving the City of Monticello. Throughout this enduring partnership Veolia has continued to provide world class operations and maintenance while providing savings for the community. Veolia is proud of all that has been accomplished and very much looks forward to continuing this partnership. As you know, the most recent extension runs through December 31st of this year. Please find attached the draft Addendum #3 for your review and approval. This draft also incorporates Mr. Leonard's collective feedback. There are really only a few items to note: • Simplification - Text and definitions have been modified for simplicity and clarity. • Annual O&M Fee - Similar to the last extension, this includes a fixed escalation factor of 3.5% annually. While this is slightly higher than the previous extension, it's quite favorable for the City in light of the current 12 month CPI of 8.2% and ECI (Employment Cost Index) of 5.5%. • Term - Included is an initial 4 year term with automatic successive 2 year extensions unless notified otherwise; simplifies the process for everyone. • Termination - Because Veolia is confident in its commitment to the City of Monticello and the success of our long term relationship, this allows either party to terminate the contract at any time with 180 day notice. Should the City ever cease to be happy with the service Veolia provides, we want you to know whatever the issue - we will fix it. Or you have the ability to make a change. And as always there also remains termination for cause with 60 days notice. As always, should you have any questions, concerns or anything that you would like to discuss please feel free to contact me at any time. Respectf Ily, Kelly Irving Vice President of Operations Veolia Water America cc: File Veolia North America 700 Butterfield Rd Ste 201 Lombard, IL 60148 www.veolianorthamerica.com Addendum No. 3 to the Agreement for Operations and Maintenance Services THIS ADDENDUM No. 3 (this "Addendum"), entered into as of by and between: The City of Monticello, Minnesota, a municipal corporation, with its principal address at 505 Walnut Street, Suite 1, Monticello, Minnesota 55362 (hereinafter "CITY"); Veolia Water North America -Central, LLC, a Delaware limited liability company with its principal address at 53 State Street, 14th Floor, Boston MA 02109, (hereinafter referred to as "VWNAC")' (Each of CITY and VWNAC may be referred to individually as a "Party," and collectively referred to as the "Parties") WITNESSETH THAT: WHEREAS, CITY and VWNAC are parties to an Agreement for Operations and Maintenance Services made effective the 1 st day of January, 2011, as amended by Addendum One dated October 15, 2012, a Two -Year Contract Extension dated November 23, 2015, and Addendum Two dated December 11, 2017, and (collectively referred to as the "Agreement"). NOW, THEREFORE, in consideration of the promises, covenants, and conditions hereinafter provided, the Parties hereto do mutually agree as follows: 1. Article 7 - TERM, TERMINATION AND DEFAULT. 7.1 shall be amended to include: "The CITY and VWNAC hereby acknowledge and agree that the Agreement is renewed for an additional four (4) year term, effective January 1, 2023, and ending December 31, 2026. The Agreement will renew for an additional two (2) year term for similar renewal terms each 2 years thereafter, unless canceled by either party with at least one hundred twenty (180) days' written notice prior to the renewal date." 7.2 through 7.5 shall be deleted and replaced with: "Except as otherwise set forth herein, either party may terminate this Agreement for convenience with a 180 day notice by either party; and, except in case of a breach by OWNER for nonpayment of VWNA's invoices, in which case termination may be immediate by VWNA, only after allowing the other party sixty (60) days to cure or commence taking reasonable steps to cure." 2. Section 4.1 is hereby amended by deleting the existing section and replacing it with the following: 4.1 shall be replaced with "VWNAC's compensation under this Agreement shall consist of an Annual Fee as indicated in Section 4.4". In addition to the Annual Fee shall be a Maintenance and Repair Limit and a Sludge Landfill and Hauling Limit. The Maintenance and Repair Limit and Sludge Landfill and Hauling Limit will be adjusted annually by agreement between the parties. The Maintenance and Repair Limit for 2023 shall be $75,000; the Sludge Landfill and Hauling Limit shall be $105,000. 3. Section 4.4 is hereby amended by deleting the existing section and replacing it with the following: "4.4 The Annual Fee shall be adjusted on January 1 sc of each calendar year. The O&M Annual Fee will be increased by three and fifty hundredths of a percent (3.50%) each year. For clarification, the O&M Annual Fee shall be as follows: • 2023 — $643,647.87 • 2024 — $666,175.55 • 2025 — $689,491.69 • 2026 — $713,623.90 4. Except as modified by this Addendum, the Agreement remains unchanged and is in full force and effect in accordance with its terms. IN WITNESS WHEREOF, the Parties hereto have signed this Addendum as of the day and year first stated above. THE CITY OF MONTICELLO, MINNESOTA am VEOLIA WATER NORTH AMERICA - CENTRAL, LLC ME Name: Name: Title: Title: Date: Date: City Council Agenda: 9/26/2022 2K. Consideration of adopting Resolution 2022-101 accepting improvements and authorizing final payment of $22,204.09 to Visu-Sewer for the construction of the 2021 CIPP project. Prepared by: Meeting Date: ® Consent Agenda Item Project Engineer 9/26/2022 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-101 accepting improvements and authorizing final payment of $22,204.09 to Visu-Sewer for the construction of the 2021 CIPP project. PRIOR COUNCIL ACTION July 26, 2021: Consideration of accepting bids and awarding contract to Visu-Sewer for the 2021 CIPP Sanitary Sewer Lining Project, City Project No 21CO06 for a total amount of $105,832.50. December 13, 2021: Consideration of approving Change Order #1 with Visu-Sewer for the 2021 CIPP project for a total of $18,000.00. REFERENCE AND BACKGROUND This 2021 CIPP project consisted of rehabilitation of sewer lines by installing a resin - impregnated flexible tube Cured -In -Place System. The installation of this product was done without having to excavate the roadway. The CIPP lining is expected to have a life -expectancy of more than 50 years. During routine stormwater inspections, a 90' section of 24" RCP stormwater pipe in East Bridge Park was found to have gaps in the joints of the pipe sections. Due to the grades and proximity to the river, repairing the pipe with a CIPP lining was recommended instead of excavation which would likely add additional costs to the project. The following paperwork was recently submitted by the contractor for final payment to be released: Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC134 forms). 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers). City Council Agenda: 9/26/2022 Budget Impact: The total construction project cost was $115,381.75 II. Staff Workload Impact: Impacts to staff workload will be minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-101 accepting improvements and authorizing final payment of $22,204.09 to Visu-Sewer for the construction of the 2021 CIPP project. SUPPORTING DATA A. Resolution 2022-101 B. Final Pay Invoice CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-101 RESOLUTION ACCEPTING IMPROVEMENTS AND APPROVING FINAL PAYMENT OF $22,204.09 TO VISU-SEWER FOR THE CONSTRUCTION OF THE 2021 CIPP PROJECT WHEREAS, pursuant to a contract with the City of Monticello, Visu-Sewer was awarded, on July 26, 2021, for the 2021 CIPP Project; and NOW THEREFORE, BE IT RESOL VED BY THE CITY OF MONTICELLO, MINNESOTA that the work completed under said contract is hereby accepted and approved and that the Mayor and City Clerk are hereby directed to issue a proper order for the final payment on such contract subject to receipt of the following: 1) Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC 134); 2) Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured; ADOPTED BY the Monticello City Council this 26th day of September, 2022. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: IML Total: $ 115,381.75 Total Billable: $ 115,381.75 Visu Sewer Billing Worksheet $ - Pay App. #1: Less Previous Pay Pay App. #2: Applications: Pay App. #3: Pay App. #4: Visu-Sewer Project No. 21452M-11 Month of: Date Starting: Date Ending: August 8/1/2022 8/31/2022 Retainage %: 0% 2nd/Final pay ap Billing Address: Attn: City of Monticello 505 Walnut St., Suite #1 Monticello, MN 55362 Ryan Melhouse, PE Mailing Address: Attn: Base Bid Complete This Period To Date Item # Description Est. QTY U/M Unit Price Total Billable 1 8" CIPP Main Lining 4110 LF $ 25.75 0 3809 $ 98,081.75- 2 24" add on 1 LS $ 17,300.00 1 1 1 1 $ 17,300.00 3 i$ - 1 0 0 1 $ - Total: $ 115,381.75 Total Billable: $ 115,381.75 Less Total Retainage: $ - Pay App. #1: Less Previous Pay Pay App. #2: Applications: Pay App. #3: Pay App. #4: $ 93,177.66 TOTAL DUE (This Period): $ 22,204.09 City Council Agenda: 09/26/2022 2L. Consideration to authorize preparation and execution of a contract with Bolton & Menk for creation of a Community Sign Guide at a cost of $15,111 Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 9/26/2022 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Finance Director, Park & Recreation Director, Communications & Marketing Specialist ACTION REQUESTED Motion to authorize the preparation and execution of a contract with Bolton & Menk for preparation of a community sign guide at an estimated cost of $15,111. PRIOR COUNCIL ACTION August 22, 2022: Authorization to Request Proposals for a Community Sign Guide. REFERENCE AND BACKGROUND A request for proposal for creation of a Community Sign Guide was posted on the City's website and to the League of MN Cities and American Planning Association websites following recent Council authorization. Three proposals were received in response to the posting. Based on qualifications as provided in the proposals and project budget, staff recommends that the City Administrator be authorized to work with Bolten & Menk to prepare and execute a contract reflecting the cost estimate and scope of work detailed in their submitted proposal and meeting the requirements of the City Attorney. The development of a comprehensive sign guide is an important first step in preparation for the addition and replacement of public signs. Preparation of a comprehensive sign guide will provide the City with a cohesive look and feel for all public signage, promoting the community's identity and aiding in clarity of place. A sign guide ensures that public signs are reflective of the City's more recent brand, logo, and color components, while incorporating style references already in place. The intended guide will include the preparation of design templates for individual sign types for all community buildings and facilities, and the preparation of plans and specifications for each individual sign. The plans and specification component allows the City to bid sign packages out project -by -project or include them within City Council Agenda: 09/26/2022 a given project scope. If authorized, work on the sign guide will commence in late September and is expected to be completed by the end of November 2022. Budget Impact: The development of the sign guide was not budgeted in 2022. However, given the timing of several highly visible public projects, preparation of the sign guide will provide the necessary plans and specifications for signage for these projects. Funding for this project will come from the Administration department in the General Fund. Future sign installations will be funded from the appropriate department in the General Fund, depending on sign type and purpose. II. Staff Workload Impact: Staff involvement includes providing direction for the guide itself. III. Comprehensive Plan Impact: The Monticello 2040 Plan's Implementation Chapter includes the following statement: "Strategy 2.3.4 - Develop a cohesive community signage program which develops and utilizes common elements to unify both public and neighborhood signage - including common branding elements, design and materials." The Implementation chapter further supports the use of this guide by recommending the introduction of branded signage to enhance neighborhoods and commercial corridors, as well as the need for wayfinding signage throughout the pathway system. STAFF RECOMMENDED ACTION City staff recommends authorization to proceed with preparation and execution of the contract with Bolton & Menk. A cohesive community signage program is specifically cited as an implementation strategy of the City's comprehensive plan and will provide value for years to come as the City invests in public signage through the community. SUPPORTING DATA A. Request for Proposals B. Proposals Received — Provided Under Separate Cover a Moneticllo City Of Monticello 505 Walnut Street, Suite 1 Monticello, Minnesota 55362 www.ci.monticello.mn.us Request for Proposals Community Sign Guide Design & Specifications Proposals Due: September 19, 2022 Proposers are solely responsible for delivering their proposals to the city before the deadline. Any proposal received after the deadline will not be considered. Interested firms should register by sending an email to Hayden Stensgard to ensure inclusion on any addenda or additional information provided to interested parties. In the interest of fairness to all respondents, please do not contact other staff or elected or appointed officials unless instructed to do so. Hayden Stensgard Community & Economic Development Coordinator (763)-271-3206 hoyden. stensgard@ci. monticello. mn. us CITY OF MONTICELLO REQUEST FOR PROPOSALS TABLE OF CONTENTS Introduction A. General Information B. Project Context C. Term of Engagement D. Subcontracting II. Nature of Services Required A. Scope of Work to be Performed B. Standards to be Followed C. Deliverables D. Additional Services E. Retention of Workpapers and Access to Working Papers III. Description of the City of Monticello IV. Time Requirements A. Anticipated Proposal Calendar B. Notification C. Schedule for Completion of Work V. Proposal Requirements A. General Requirements B. Detailed Proposal VI. Evaluation Procedures A. Evaluation Committee B. Evaluation Criteria C. Final Selection D. Right to Reject Proposals VII. Appendices A. Insurance Requirement B. Style References 2 I. INTRODUCTION A. General Information The City of Monticello (City) is requesting proposals from qualified firms for preparation of a comprehensive community sign guide, to include sign design, plans and specifications. There is no expressed or implied obligation for the City to reimburse responding firms for any expenses incurred in preparing proposals in response to this request. The City of Monticello shall not be liable for any expenses incurred by the applicant including but not limited to expenses associated with the preparation of the proposals, preparation of a compensation (fees) schedule or final contract negotiations. To be considered, one electronic copy of the proposal must be mailed or delivered to the contact listed below and received prior to the deadline. City of Monticello Attn: Hayden Stensgard Community & Economic Development Coordinator 505 Walnut Street, Suite 1Monticello, MN 55362 (763)-271-3206 Hayden. stensgard@ci. mon ticello. mn. us The proposal must be received no later than 4:00 p.m. on Monday, September 19, 2022. Proposers are solely responsible for delivering their proposals to the City before the deadline. Any proposal received after the deadline will not be considered. The City reserves the right without prejudice to reject any or all proposals submitted. During the evaluation process, the City reserves the right, where it may serve the City's best interest, to request additional information or clarifications from proposers, or to allow corrections of errors or omissions. Firms may be requested to make oral presentations to the Selection Committee as part of the final evaluation process. The City reserves the right to retain all proposals submitted and to use any ideas in a proposal regardless of whether that proposal is selected. Submission of a proposal indicates acceptance bythe firm of the conditions contained in this request for proposals, unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the City and the firm selected. It is anticipated the selection of a firm will be completed by September 22, 2022. Following the notification of the selected firm, it is expected a contract will be executed between both parties following the September 26, 2022 meeting of the City Council. B. Project Context The City of Monticello is seeking a comprehensive plan to guide placement of public facility signage. The desired plan will support the addition of new signs, gradual replacement of existing signs and consolidation of signage where appropriate. As signs are added or replaced, the City desires the development and installation of signage which is reflective of the City's more recent brand, logo and color components, while incorporating style references already in place to maintain consistency and cohesion as transitions are made within the community. Existing sign style reference images and brand information is provided as Appendix B of this document. C. Term of Engagement The length of this contract will be less than 90 days from award date to final deliverables received by the City. D. Subcontracting No subcontracting will be allowed without the express prior written consent of the City. II. NATURE OF SERVICES REQUIRED A. Scope of Work to be Performed The City of Monticello is requesting proposals for professional services related to development of a community sign guide. The scope of work includes consultation with City staff to prepare design templates for all community buildings and facilities, including wayfinding signage. The scope of work includes the preparation of plans and specifications for each individual sign. Engagement and Meetings 1. Initial project scoping meeting to confirm deliverables 2. Project team/staff coordination meetings at regular intervals a) At least two general design concepts should be provided at the first regular team meeting for purposes of guiding future work and project direction; this should include variations in sign orientation (horizontal/vertical) 3. 2 public board meetings 4. General public engagement is not requested as part of this proposal and project B. Standards to be Followed Contracted firm will follow Minnesota Manual on Uniform Traffic Control Devices requirements as applicable, including reflectivity requirements. Contracted firm will meet any roadway jurisdiction signage requirements applicable. Signs shall be in compliance with Americans with Disabilities Act (ADA). Signage for park facilities shall follow National Park & Recreation Association standards. Signs shall meet City ordinance requirements. C. Deliverables All materials to be delivered in AutoCAD and .pdf forms. 0 1. Style guide, including: a) Materials b) Colors c) Typography d) Patterns e) Symbols and icons 2. Scaled plan specification sheet including dimensions, materials and construction notes for each sign listed: a) City Building Facility Identification I. Main II. Secondary/Secondary Entrance III. Shingle IV. Building b) Community Gateway/Entrance I. Primary II. Secondary III. Pathway c) Community Corridor Wall Entrance d) Park Identification I. Main II. Secondary/Secondary Entrance III. Parking IV. River Access V. Field/Facility Identification e) Vehicular Directional I. Primary Corridor II. Secondary III. Signal or Pole Standard Directional f) Pedestrian Directional I. Street Corridor II. Pathway Corridor g) Wayfinding Kiosk I. Districts/Nodes II. Parks III. Pathway System h) Historic Interpretive Signage i) Parking Lot Identification I. Main II. Shingle III. Building D. Additional Services None. E. Retention of Workpapers and Access to Working Papers All working papers and reports must be retained, at the firm's expense, for a minimum of three years, unless the firm is notified in writing by the City of the need to extend the G0 retention period. The firm will be required to make working papers available, upon request, to the following parties or their designees: City of Monticello. All materials, including models, reports, design, diagrams, images, plans and specifications and other information generated in connection with performance of this Agreement shall be the property of the City. III. DESCRIPTION OF THE CITY OF MONTICELLO Classified a 501(a) entity under the Internal Revenue Code, the city of Monticello was organized as a municipality in 1856. Monticello is located approximately 45 miles northwest of the Minneapolis -St. Paul metropolitan area along the 1-94 corridor in Wright County. Monticello's population is estimated at 14,455 and the city encompasses an area of 8.94 square miles. The city is categorized as a 501(a) entity by IRS Code and operates under the "Optional Plan A" form of government as defined in Minnesota Statutes. Under this plan, the government of the city is directed by a city council composed of an elected mayor and four elected city council members. The city council exercises legislative authority and determines all matters of policy. The city council appoints personnel responsible for the proper administration of all affairs relating to the city. Council members serve four-year terms, with two members elected every two years. The mayor is elected for a two-year term. The mayor and members of the city council are elected at large IV. TIME REQUIREMENTS A. Anticipated Proposal Calendar The following is a list of key dates regarding the selection process: 1. Request for Proposals Released ............................................August 23, 2022 2. Proposals Due..................................................................September 19, 2022 3. Vendor Selected..............................................................September 21, 2022 4. Contract Approved by City Council .................................September 26, 2022 B. Notification It is anticipated that the staff recommended firm will be notified on September 21, 2022. C. Schedule for Completion of Work Completion of the work as detailed within the scope and all deliverables are expected by November 30, 2022. V. PROPOSAL REQUIREMENTS A. General Requirements 1. Inquiries A Inquiries concerning the request for proposals and the subject of the request for proposals must be addressed to: Hayden Stensgard Community & Economic Development Coordinator (763)-271-3206 Hayden.stensgard@ci.monticello.mn.us All responses, questions, and correspondence should be directed to Hayden Stensgard. In the interest of fairness to all respondents, do not contact other staff or elected or appointed officials. 2. Submission of Proposals The following material is required to be received by September 19, 2022, at 4:00 p.m. for a proposing firm to be considered. a) Transmittal Letter/Summary of Project Understanding A signed letter of transmittal briefly stating the proposer's understanding of thework to be done, the commitment to perform the work within the time period, a statement why the firm believes itself to be the best qualified to perform the engagement. b) Detailed Proposal The detailed proposal should follow the specifications set forth in this request for proposals. The selected consultant will understand and convey their ideas for signage which is reflective of Monticello as a community, as well as considers the location and context in which signs will be located. c) Detailed Project Timeline with Meeting and Deliverable Dates d) Comparable Project References & Examples Provide links to or samples of three (3) reference projects. Provide summary information on the consultant's experience with the three comparable projects including specific descriptions of proposed team members' roles on the referenced projects. Provide a contact name and information for each comparable project. Detailed Proposal 1. General Requirements The purpose of the proposal is to demonstrate the qualifications, competence and capacity of the firms seeking to undertake platting services of the City in conformity with the requirements of this request for proposals. As such, the substance of proposals will carry more weight than their form or manner of presentation. The proposal should demonstrate the qualifications of the firm and of the staff to be 7 assigned to the engagement. It should also specify a work approach that will meet the request for proposals requirement. The proposal should address all the points outlined in the request for proposal. The proposalshould be prepared simply and economically, providing a straightforward, concise description of the proposer's capabilities to satisfy the requirements of the request for proposal. While additional data may be presented, the following subjects must be included. They represent the criteria upon which the proposal will be evaluated. VI. EVALUATION PROCEDURES A. Review Committee A selection committee including City staff will recommend the most qualified team to the City Council. B. Evaluation Criteria The following represent the principal selection criteria that will be considered during the evaluation process: 1. Mandatory Deliverable Elements 2. Price Consideration Fees should be broken down by item and rate and should equal the total all- inclusive maximum price proposed. A description of the proposer's billing process should be included. Cost will not be the only factor the review committee will use to evaluate proposing firms. C. Final Selection It is anticipated that the Council will approve the recommended firm on September 26, 2022. D. Right to Reject Proposals Submission of a proposal indicates acceptance by the firm of the conditions contained in this request for proposal unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the City and the firm selected. The City reserves the right to reject any and all proposals, waive all technicalities and accept any proposal deemed to be in the city's best interest. N APPENDIX A: INSURANCE REQUIREMENTS Insurance shall be in such form as will protect the Contractor from all claims and liabilities for damages for bodily injury, including accidental death, and for property damage, which may arise from operations under this contract, whether such operations by himself or anyone directly or indirectly employed by Contractor. Amount of Insurance A) Comprehensive General Liability: Bodily Injury or Property Damage - $1,000,000 each occurrence and general aggregate B) Automobile and Truck Liability: Bodily Injury or Property Damage - $1,000,000 each occurrence and general aggregate *Comprehensive General Liability coverage and Automobile and Truck Liability coverage may be met with a combination of coverage including excess and umbrella liability coverage. Type of Insurance for Contractor A) Workers Comprehensive Insurance: Coverage for all people employed by the Contractor to perform work under this contract. This insurance shall be in the amount of $500,000 for each accident, illness or disease or such other amount that may be required by the most current laws of the State of Minnesota, whichever is greater. B) Comprehensive General Liability Insurance: Covering bodily injuries and property damage and also including coverage for: 1) Injury to or destruction of wires, pipes, conduits, and similar property located below the surface of the ground, whether public or private. 2) Collapse of or structural injury to any building or structure except those on which work under this Contract is being performed. 3) Contractual liabilities related to bodily injury and property damage. C) Automobile and Truck Liability Insurance: Covering bodily injury and property damage relating to operation of all motor vehicles and equipment, whether or not owned by the Contractor, being operated in conjunction with work under this contract. D) Product and Completed Operations Insurance: Coverage to be included in the amounts specified above for Comprehensive General Liability. Evidence of Insurance The City of Monticello shall be listed as an Additional Insured on the certificates of insurance. The Contractor shall submit Certificates of Insurance to the Owner at the time of execution of the Service Contract. Written notice shall be given to the City of Monticello at least thirty (30) days prior to cancellation or non -renewal of such insurance coverage. As evidence of insurance coverage, the Owner may, in lieu of actual policies, accept official written statements from the insurance company certifying that all the insurance policies specified are in force for the specified period of the contract. wz .:� 4� 'tIP}illEhO MOIY'r'[CELLO 'J PoaLrc y,jpgY LIBRARY { MONTICELLO COMMUNITY CENTER cnr of - -� il�onticello ciry ov on��c o 7 DEPARTMENT OF MOTOR VEHICLES FIBERNET I CHAMBEROE NEWS— COMMERCE ti ;i7) INFJRMATIQN PC,) INF0RMAT1ON 4\9a,11,5: Rjih—yis 1.—tlnn h5,p AGOSTO LAW BUILDING I soa .,, mis lino hoitiog is —thea 1, hno Doan aomhaAk to 1988.-ihe bolting Is meap-Mo, In hist. Fit— of lbnaloxn14p91[elt and ns ahw uncusual. Only Ne-l—knotiss a.,. nunlsddltlon tomhe buildings arlglnel ramtrucion. In tun¢ 2840, me Moonrelt Ewnomlc 0—kep— &-it, app,,,d a grant through the 11—an Fayhe Impiwemenl PmBiam massa[ in Nereritliratlon oltk buiWing and pmtcet i Olan i oulnry. ' Ih"houl to histry, the Willdin9 has wk many uses iiia cal", i a.. Iloaal Nop,jex�elrysleia, imod lloen,ials i - ands Mt oHlm.. 7h, kild�ng bvsnow been mmeathe Afl to law eol id! ng in meni lames AHoak I.. above, so htahusyal Inw xho el ishetlhisI.— ln ilia buiWing fmm 1998 to 2811 Mt. 4,ta li 8iulog hack to his tun enu wtpcenee wit tam ii "y.nlmmae Inawaee u,e alantiadlo Romay CWh, 8n ilk wry Fuundahon, Cunfmunlly Health 6 Witan, -so the MonB¢ello-8l9 Lake Community Hospital. He is 9natly misaed by his l m y.himdsaad hme thstk ewhim, Swan gradient: White, Aqua, Dk_ Brie 0 ArN. -� `Monticello Fonts: ,,11 AlonticeHa- PERPETUA REGULAR (706.25) horizontal scale: 30% leading: -50 (-85 between M and o; 0 between t and i) CITY 0F: OFF IMA REGULAR (2 1) horizontal scale: 100%-. leading: 200 is 10 10 Dark Blue Green Wave gradient AQUA CMYI : c100 m76 y31 k16 CMYI : c87 m42 y42 k11 CMYK: c73 m19 y34 k_0 c62 m0 y1D0 k0 R B: r 12 g71 b14 R B: r63 g159 b167 RB: r 21 g110 b127 HEX #0c4772 r 108 g190 b69 HEC #3f9fa7 HEX #15717f #6cbe45 COLOR PALETTE A consistent color scheme ensures that a cohesive image is represented across all City of Monticello communications_ They are appropriate far use when developing any collateral, printed materials, advertising, Web sites or multimedia campaigns for the City of Monticello. Graphic designers and printers understand the codes associated with these calors_ (Pms codes are registered trademarks of Panlow, Ina) 12 City Council Agenda: 9/26/2022 2M. Consideration to approve a request for an amendment to a Conditional Use Permit for Planned Unit Development related to Building Expansion. Applicant: Electro Industries Prepared by: Meeting Date: ® Consent Agenda Item Northwest Associated Consultants 09/26/2022 ❑ Regular Agenda Item (NAC), Community Development Director Reviewed by: Approved by: Community & Economic Development City Administrator Coordinator, Chief Building Official, Project Engineer Decision 1: Amendment to CUP for PUD Motion to approve an amendment to an existing Conditional Use Permit for PUD for a building expansion at Electro Industries subject to the conditions in Exhibit Z and based on findings in Resolution PC -2022-47. Decision 2: Fee and Escrow Waiver Motion to approve a waiver of the required application fee and escrow associated with the application for amendment to CUP for PUD based on a finding that the subject PUD was originated as a result of City action related to the MCC downtown redevelopment site, contingent on the condition that future amendments to the subject PUD will require applicable fee and escrow at the time of application. REFERENCE AND BACKGROUND Property: Address: 2150 River Street West PID #: 155-500-041300 Planning Case Number: 2022-037 Request(s): Amendment to a Conditional Use Permit for a Planned Unit Development Deadline for Decision: November 5, 2022 (60 -day deadline) January 4, 2023 (120 -day deadline) Land Use Designation: General Industrial City Council Agenda: 9/26/2022 Zoning Designation: 1-2, Heavy Industrial District The purpose of the 1-2," heavy industrial, district is to provide for the establishment of heavy industrial and manufacturing development and use which because of the nature of the product or character of activity requires isolation from residential or commercial use. Overlays/Environmental Regulations Applicable: Freeway Bonus Sign Overlay District Current Site Uses: Industrial - Manufacturing Surrounding Land Uses: North: Industrial - Office East: Medium Density - Townhouses South: Industrial — Outdoor Storage West: Vacant Industrial Project Description: The applicants seek to replace a detached storage building with an attached building, also to be used for cold storage of equipment and materials. The addition is intended to resolve internal use and operational issues, as well as site drainage issues caused by the prior detached building. ANALYSIS: Background. The site was established as a Planned Unit Development several years ago when the applicant/owner sold the south parcel to an oil and propane fuels distributor. Because the south parcel had no direct public street access, a PUD was required, which at the time was established by Conditional Use Permit. The oil/fuel company was relocating due to the City's construction of the current City Hall/Community Center building. Proposed Expansion. The proposed amendment to the Conditional Use PUD is intended to help Electro Industries resolve issues related to storage of materials and equipment used in their current business. The building that the attached addition is replacing was detached from the main facility, raising issues of access and drainage between the former building and the principal structure. Moreover, it was limited in size and height — the new building is larger and taller, allowing for more capacity and better access. The expansion of the Electro Industries buildings and site use is complicated by two principal issues. First, the site parking and circulation areas are largely unpaved, in violation of current zoning regulations. Overtime, the applicants expanded the paved surfaces on the property, City Council Agenda: 9/26/2022 accommodating some — but not all — of the parking along the west boundary of the property. Aerial photos continue to show some areas of graveled site used for vehicle parking. The addition is a building of approximately 4,300 square feet, more than double the size of the prior detached building. The building would be a post -frame (pole) construction with exterior siding to match the existing principal structure. The additional 2,400 square feet of building area creates an additional parking requirement of at least 2 spaces at one space per 1,250 square feet. Planning staff recommends that the site plan be amended to increase the paved parking area on the site to accommodate these 2 spaces, plus the existing 5 spaces occurring (per aerial photo evidence). By paving the space along the east side of the existing building, to a depth of approximately 25 feet from the existing east wall, this parking would be able to be contained on the pavement. The City Council may also negotiate a phased -in paving calendar as a part of the Conditional Use PUD. While the code normally requires paving of all parking and circulation areas, no condition related to the pavement of other circulation areas on the site is being made. The circulation pattern is not changing, and as such, the applicant is entitled to retain the existing gravel surface for those areas. Naturally, the City would welcome any additional paved surfaces to minimize dust, and the tracking of mud onto the City streets. The applicant has not identified other aspects of the building improvements, either existing or proposed. Because this portion of the site is fully visible to the adjoining residential area to the east, it would be important to manage any noise, dust, and lights that are part of the current or proposed operation. A stormwater pond separates the building from the adjoining property, so vegetative screening is not possible. However, the City's code requires that any lighting is shielded from glare onto adjoining property — the applicant should verify compliance with this aspect of code. Downcast wall lighting is required to meet this condition. PLANNING COMMISSION REVIEW AND RECOMMENDATION Planning Commission reviewed this request and held a public hearing on the application during a special meeting on September 20, 2022. Applicant John Seefeldt representing Electro Industries, addressed the Commission. He noted that the paved area was added to the northwest side of the site. No other public testimony. The Commission verified the size of the proposed structure. The Commission voted unanimously to approve the amendment to CUP for PUD. I. Budget Impact: It is requested that the fee and escrow for this application be waived. Electro Industries facilitated the relocation of bulk fuel tanks to the south of their site as City Council Agenda: 9/26/2022 part of the downtown redevelopment of the bulk fuel site for construction of the Monticello Community Center. In recognition of this effort and partnership, staff is recommending a one-time waiver of application fee and escrow, estimated at $2,000. Funding for the review and application notice would be paid from the Planning & Zoning budget. In addition, to accommodate Electro's schedule, the Planning Commission's special meeting fee would also be included in the waiver, at $150. II. Staff Workload Impact: Limited to the preparation of this report. III. Comprehensive Plan Impact: The proposed request is consistent with the intent of the city's industrial land use districts as identified in the Monticello 2040 Plan and the Land Use strategy of "accommodating many different kinds of businesses of all shapes and forms" and Implementation strategy "Retain existing businesses and employers to ensure existing and future residents have access to livable wage jobs in a diverse range of economic sectors." STAFF RECOMMENDED ACTION City staff recommends approval of both the CUP and the fee waiver. The site is zoned and guided for industrial uses and has long been put to that purpose. Because much of the site building and use pre -date current zoning language, there is much that is "grandfathered." However, when expansions are made, the code requires improvements that meet the zoning standards for at least the aspects of the site that are affected by the expansion. In this case, an amount of pavement to accommodate the new and existing few parking spaces that are currently located on gravel would be one such requirement. As noted, no condition for paving the circulation areas would be required, as those areas are not being affected by the expansion. With the conditions listed in Exhibit Z, including verification that lighting on the building will meet code requirements to avoid glare onto adjoining residential areas to the east, staff recommends approval of the amendment to the CUP -PUD. Further, as the PUD resulted from a relocation of bulk fuel tanks for purposes of a City project, staff supports a one-time fee waiver. SUPPORTING DATA A. Resolution PC -2022-47 B. Aerial Site Image C. Applicant Narrative D. Plans, Including: a. Existing Conditions and Removals b. Proposed Building Layout City Council Agenda: 9/26/2022 E. Building Elevations and Floor Plan F. City Engineer's Letter, dated September 14, 2022 Z. Conditions of Approval EXHIBIT Z Conditions of Approval Amendment to Conditional Use Permit for PUD 2150 River Street West PID: 155-500-041300 1. The site plan is revised to add paved parking area along the east side of the existing building to accommodate existing and new parking demand, to a depth of 25 feet from the existing building wall. 2. Verification that lighting on the building meets the City's requirements for avoiding direct glare toward residential property on the east side of the existing and new building. 3. Approval of the site circulation pattern by engineering and fire staff. 4. Compliance with the terms of the City's Engineering Staff letter dated September 14, 2022. 5. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-47 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR AN AMENDMENT TO A PLANNED UNIT DEVELOPMENT FOR ELECTRO INDUSTRIES IN THE 1-2, HEAVY INDUSTRIAL DISTRICT ADDRESS: 2150 River Street West PID: 155-010-041300 WHEREAS, the applicant operates a manufacturing facility in the 1-2, Heavy Industrial District ; and WHEREAS, the facility is subject to a Conditional Use Permit for a Planned Unit Development, accommodating cross access through the property for an adjoining industrial property; and WHEREAS, the applicant has submitted a request to amend the CUP -PUD by expanding the building; and WHEREAS, the proposed project changes require an amendment to the PUD, via a Conditional Use Permit process; and WHEREAS, the site is guided for "General Industrial" uses in the City's Comprehensive Plan; and WHEREAS, the proposed amendments to the site are consistent with the long-term use and development of the property for industrial use; and WHEREAS, the changes take into account the cross -access requirements of the adjoining property; and WHEREAS, the Planning Commission held a public hearing on September 20, 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: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-47 The CUP -PUD provides an appropriate a reasonable expansion of the use on the site, and is consistent with the intent of the Zoning Ordinance requirements for the area. 2. The proposed improvements will benefit internal and external uses of the site through better access and improvements to stormwater management. 3. The improvements will integrate detached storage uses into the expanded building area, improving both site use and aesthetics. 4. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 5. The PUD flexibility for the project, including maintaining existing gravel circulation surfaces on the property, are not inconsistent with the intent of the City's economic development objectives, nor with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the amendment to the CUP -PUD, subject to the conditions listed in Exhibit Z of the staff report as follows: The site plan is revised to add paved parking area along the east side of the existing building to accommodate existing and new parking demand, to a depth of 25 feet from the existing building wall. Verification that lighting on the building meets the City's requirements for avoiding direct glare toward residential property on the east side of the existing and new building. 3. Approval of the site circulation pattern by engineering and fire staff. 4. Compliance with the terms of the City's Engineering Staff letter dated September 14, 2022 Comments and recommendations of other Staff and Planning Commission. ADOPTED this 20th day of September, 2022, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION JIM 2 Paul Konsor, Chair CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2022-47 /—AINKI N Angela Schumann, Community Development Director Request for an Amendment to CUP for PUD Related to Building Expansion Created by: City of Monticello Seefeldt/Electro Industries Building Addition PUD Narrative September 2022 We will start with a description of the building itself and how it fits into the campus layout. It has been determined by Electro Industries manufacturing process that the immediate need is additional basic finished product inventory and large quantity parts temporary storage. This type of building requirement is effectively handled by uninsulated cold/heat construction. The most economical for this type of cold storage/rain protection is "post frame" metal exterior (commonly called "pole shed"). Currently this cold storage is the south end of Building J, built in 2005, 60x100xl4'. This building is too small for the current need. Thus, the new Building L (60x72x2O') is simply an extension of Building J with 20' external ceiling to allow for higher pallet stacking. Realizing the convenience of the new "L" as a true extension (the inside space is open), the end of the existing J is up against a 1979 pole shed originally used for some sheet metal storage and R&D surplus. Since there was no internal connection with J, Building H 10' ceiling, etc. it has been removed from the premises for this expansion. This new Building L is being engineered correctly to fit the end of the existing Building J. Both are "post frame" type, cold storage, correctly engineered by one building for fire code etc. The external appearance for "L" is simply a copy of the existing Building J: Steel roof, steel siding, color, roof soffit, doors, etc. From the site plan point of view, we decided it would be easier for us and the readers if I referred to the last site plan for this campus. Part of the Building Permit requirement for the previous 2009 new Building K (12,000 sq ft,) Fabcon, with proper draining, storm water ponding, potential building expansion, one way truck route to the new dock area was prepared by Hakanson Anderson Assoc. of Anoka (July 2010. These new site drawings also included the documentation of all rain gutters, underground drain tile, pipes, rock drainage, etc. The grading, ponding, car and truck routes, all eastward sloping building drains were studied and calculated for the site plan. The land spaced between this Building K and any expansion to the South was calculated into the plot requirements/design. Thus, current requested building expansion (L) was already taken care of in 2010. The north roof drain will have a rain gutter system tied in to an upgrade of the roof drains between Building J and Building I. The site drawing with this application is the Hakanson Anderson update. The truck route from the main entrance continues to wrap around these buildings as they exist today. Except for a slight shift in the curve going around the back of this addition everything else is the same, this is sketched on page 2 of the Hakanson Anderson update Exterior and landscaping: Since this is an addition to the existing Bldg. J, the inside slab is at the same elevation. Thus, the exterior also follows the same: the north slab is extended to meet the new building, the east and south will be gravel same as the existing. — --7_ LEGEND M \ —_—_ -------------- � UTILITY POLE M ----��--_=—__— "°"— SIGN ---- .,'iTcvsAREa �— ��,: --- ��— —� ,� �— ,— iF LIGHT _ T ceTNUNa FENCE-- ---t — 1— — ea„-_—L__—__� i7 TELEPHONE PEDESTAL © ELECTRIC PEDESTAL unit �� i13 CABLE TV n I GATE "° (. / / c,°wy� Bit—mo°�/ °\yH°s P \ \ \ \ \ 1 1 / //ii 9 MAIL BOX BOX E-N,g "_ / 1” G°P�ef \ '� / \ \ \ \ 1 1 I I II I I I PROPERTY LINE _��" --- DRAINAGE AND UTILITY EASEMENT --800-- EXISTING CONTOUR 1 \ r\ \ 11 V I I 1111 x 831.5 EXISTING SPOT ELEVATION 41 1 EXISTING I CONIFEROUS TREE ��m a f em ol"c wss\ e I \ ° vosrRD 1 1 \ \ 1 I I DECIDUOUS TREE 19q2 \\ 1 1 I I 1 1 an°i= $ \ Exlsc"s �\ \ I �° / I I I 11111 � SHRUB aw"sa°=f TREE LINE \\ Bit—imus FENCE D D°w„sa I �� \ \ / o.pmw°av e -54 EEE °w"sa°° 1 \ \ I I I 1 UNDERGROUND ELECTRIC 1 / \ � 1 I OVERHEAD ELECTRIC pLE I\ \ _ UNDERGROUND TELEPHONE \ I I 15.. PIC \ �� OVERHEAD TELEPHONE \ 1 I D.—p— ° GAS MAIN 1 B°w„.a°° I D STOR FIBER OPTIC 1 ;LL TREES ARE / I I r TEs AREA 1 w CABLE TELEVISION °ownspouf CONCRETE PAVEMENT Bow„gPo°\7� CONCRETE CURB & GUTTER eAS1 NcuT "•Rim I\ / i I rno� �9 Y9\\ \ 11 / II / � » STORM SEWER sa°u I/ cl I MAIN— ve cE r7( 0 CATCH BASIN D°w„ i I I \ _� � o Bloc ❑ �” � I�1 1 � I �/9e/ 0 STORM SEWER MANHOLE w�T/ II 1 `e >� of // / CULVERT wnu I / SANITARY SEWER Roc” �� ® SANITARY SEWER MANHOLE I \ xqp,„a obona abe\ \ I — I a� 5� / / / WATERMAIN s•' Pio sq4 I 1 RZ Iv / l l I tY HYDRANT en WATER VALVE \ 94 — 6”�'Pw Mo — ae BEPe \ / Tr:A.,.. r ” •. \ Roc I 1 I \ \ / / \ / x e V ��'•' - vv11111\1VAA\\VAA —�/�/////�\� /IIIIIIIjjII A �,m_szaa G d—/ Bow".a°=t � I I 1 •w. .; BU ENG \ \` � � \\ \\\\\\\\\I II 113 \\�� \ \\ I 1\ i�� P°sfd / REMOVE EXISTI-N)6B ie \\\ IIIII1 STEEL AB BUILDING IILD AIJ R— \ \ \111i III II II IIII)11111CONC1 G. n°sf v III IIIIIIIOo. s. II I IIAI \ \ \ 1 \ II 1 \ _Ta 9H.15 RE / III II 111 I III J \ 0121 I I \\ \ / 1 11111111 1111111111(all ss \\\ \\ kg, 40 0 40 80 SCALE IN FEET UAIL KLVIJIUN I nereoy cerTny mar Tris plan, speCITlcaTlon, or repon was DESIGNED BY: xi P repared by ce or ander my direct sapervi °nd fh°" Hakanson Anderson Assoc. Inc. ELECTRO INDUSTRIES of a duly Licensed Professional En e� r the Iaws DRAWN Civil Engineers and Land Surveyors of the State of Minnesota. Q(�\\ l SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 2150 WEST RIVER STREET EXISTING CONDITIONS UV rWillilli JOCHUM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 MONTICELLO, MN 55362 AND REMOVALS Date 8 22 Lic. No. TAE www.hakonson—anderson.com 50 0 50 100 SCALE IN FEET nereo certit mat tnis ion, s eciticanon, or report was Y Y P p p prepared byme or under my direct supervi and that i am a dul Licensed Professional Engi r }he laws of }he State of Minnesota. Qty\\ �p\� \U�y\If . JOCHUM, P.E. Date 8 22 Lic. No. DESIGNED n: OJJ Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com ELECTRO INDUSTRIES 2150 WEST RIVER STREET MONTICELLO, MN 55362 PROPOSED BUILDING LAYOUT SHEET 2 °F 2 SHEETS ow,W Br: SG J cNECNma: TAE ------------------- 50 0 50 100 SCALE IN FEET 3564.02 nereo certit mat tnis ion, s eciticanon, or report was Y Y P p p prepared byme or under my direct supervi and that i am a dul Licensed Professional Engi r }he laws of }he State of Minnesota. Qty\\ �p\� \U�y\If . JOCHUM, P.E. Date 8 22 Lic. No. DESIGNED n: OJJ Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com ELECTRO INDUSTRIES 2150 WEST RIVER STREET MONTICELLO, MN 55362 PROPOSED BUILDING LAYOUT SHEET 2 °F 2 SHEETS ow,W Br: SG J cNECNma: TAE 3564.02 r 722 r CD /{ , ��i+� C> Ln y-ry°5 .. _ v "^c e ` £.."`"y' t, k E LJ LM _ 8 9 6 i i i DL 3 i rte - p Ft - 1 i a L LD .-- .-- Ur -i - - �. %wil 9 ahoA $ i 214 ik04 t� Monticello September 14, 2022 Re: Electro Industries OFFICE: 763-295-2711 FAX: 763-295-4404 505 Walnut Street Suite 1 I Monticello, MN 55362 The Engineering Department has reviewed the Civil Plan Set dated 8-22-22 as prepared by Hakanson Anderson and offers the following comments: General Comments 1. Please provide grading plan for proposed building. 2. Please provide erosion control on grading plan or as standalone plan sheet for proposed area to be disturbed. The City is not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. Please have the applicant provide a written response addressing the comments above. Please contact the Engineering Department with any questions. Sincerely, a C Ryan Melhouse Project Engineer www.ci.monticeIlo.mn.us City Council Agenda: 9/26/2022 2N. Consideration of approving a Final Stage Planned Unit Development, Final Plat and Development Agreement, and Rezoning to Planned Unit Development for Country Club Manor Second Addition, a Proposed Mixed Residential Project Consisting of 102 Unit Multi Familv Residential Units and 60 Twinhome Units in an R-3 (Medium Densil Residence) District. Applicant: Headwaters Development LLC Prepared by: Meeting Date: ® Consent Agenda Item Northwest Associated Consultants 9/26/22 ❑ Regular Agenda Item (NAC)/Community Development Director Reviewed by: Approved by: Project Engineer, City Engineer/Public City Administrator Works Director, Chief Building Official, Community & Economic Development Coordinator, Economic Development Manager ACTION REQUESTED Decision 1: Consideration of a Final Plat for Country Club Manor Second (formerly known as First) Addition Motion to adopt Resolution No. 2022-104 approving the Final Plat for Country Club Manor Second Addition, subject to the findings in said resolution and contingent on the conditions of Exhibit Z, and to approve the Development Agreements for Country Club Manor Second Addition and Country Club Manor Second Addition — Lot 1, Block 5, authorizing the Mayor and City Administrator to execute said Agreement, and further authorizing the Mayor and City Administrator to negotiate and specify final changes or amendments necessary to more fully execute the intention of the City Council with respect to the proposed project. Decision 2: Consideration of a Final Stage PUD for Country Club Manor Second Addition — Twinhome and Multi -Family Motion to adopt Resolution No. 2022-105 approving a Final Stage PUD for Country Club Manor Second Addition, a 162 -unit mixed residential project, based on findings in said resolution and subject to the conditions of Exhibit Z. Decision 3: Consideration of a Zoning Amendment creating the Country Club Manor Second Addition Development District and Rezoning the subject property to Country Club Manor Second Addition Planned Unit Development District. City Council Agenda: 9/26/2022 Motion to adopt Resolution No. 2022-106 and Ordinance No. 786 establishing the Country Club Manor Second Addition PUD District and Rezoning the subject property to Country Club Manor Second Addition PUD, Planned Unit Development District, based on findings in said resolution. PREVIOUS COUNCIL ACTION April 25, 2022: City Council approves the Development Stage PUD for the twinhome component of the PUD and the preliminary plat of Country Club Manor First Addition (now proposed as Second Addition), a plat representing both the twinhome lots the proposed multi -family Lot 1, Block 5 of Country Club Manor Second Addition June 27, 2022: City Council approves the Development Stage PUD for the multi -family component of Country Club Manor First Addition (now proposed to be platted as Second Addition) REFERENCE AND BACKGROUND Property: Planning Case Number: Request(s): Deadline for Decision: Land Use Designation Zoning Designation Overlays/Environmental Regulations Applicable: Legal Description: Outlot A, Country Club Manor, City of Monticello, Wright County, Minnesota. PID #: 155033900010 2022-013 A. Rezoning to PUD, Planned Unit Development B. Final Plat (Country Club Manor Second Addition) C. Final Stage Planned Unit Development Twinhome PUD/Preliminary Plat May 7, 2022 July 6, 2022 (Extension sent for 120 -day deadline) Multi -Family PUD July 15, 2022 (60 -day deadline) September 15, 2022 (Extension sent for 120 -day deadline) Developer requested an extension and waived the 60 -day deadline to allow applications for Final Plat, Final Stage PUD and Rezoning to be considered concurrently. Mixed Density Residential R-3, Medium Density Residence District 101"i Current Site Uses: Vacant Surrounding Land Uses: City Council Agenda: 9/26/2022 North: Monticello Country Club, Single Family Residential and Multiple Family Residential (A -O & R-2) East: Single Family Residential (R-1) South: Highway Business Commercial (B-3) West: Interstate 94 Project Description: The subject site is located south of County Road 39 and east of Interstate 94 along 7t" Street and overlays approximately 16.71 acres of land. Country Club Manor Second Addition consists of 60 units of twin homes for senior independent living. Intended to be the first phase of construction, the twinhome lots overlay the southern 11.5 acres of land and consists of 60 dwelling units in the 30 twinhome buildings. The twinhomes would be accessed via a new public street (Teebox Trail). The multi -family site is located on the north side of the parcel, occupying approximately 4.6 acres of land. The multiple family building proposed in this second phase would also be independent living senior housing. The proposed multi -family building is to be accessed in two locations, including a direct access from 7t" Street near the main entrance of the building, and a second access point from the new street being developed with the twin homes. *Wright County requested the change in the plat name from First to Second Addition as part of their review. City Council Agenda: 9/26/2022 ANALYSIS: The standard of review for both Final Plat and Final Stage PUD is whether the proposed plat and PUD meet the requirements and conditions applied to the Preliminary Plat and Development Stage PUD. For rezoning, the standard of review is whether the zoning map amendment is consistent with future land use plan for the City. Final Plat and Final Stage PUD As noted above, the City Council acted on the Preliminary Plat and Development Stage PUD for the twinhomes, after recommendation from the Planning Commission, on April 25, 2022. The multi -family Development Stage PUD was approved by the City Council on June 27, 2022. The conditions applied as a part of the approvals for both the Plat and PUD were as follows, with staff comments as to each. Country Club Manor Second Addition: Twinhome Development Stage PUD and Preliminary Plat 1. Issues related to site access and streets shall be subject to comment and recommendation by the City Engineer. Staff Comment: The developer's engineer provided a comment response to the City Engineer's Development Stage PUD letters with the Final Stage PUD/Final Plat application. The City Engineer has provided an updated letter of review on the Final Stage PUD/Final Plat plans. City Council Agenda: 9/26/2022 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. Staff Comment: The applicant addressed the concern for increased trees for screening and noise mitigation by adding a significant number and variety of vegetation to the landscape plan in the rear yards along 7th Street. The Development Stage Landscaping plan has been included with this report as a comparison to the improved Final Stage Plan. 3. The applicant shall demonstrate compliance with a 450 square foot garage size requirement via the submission of a typical twinhome building floor plan. Staff Comment: The applicant has provided plans that are compliant with the requested layout. Garage sizes all exceed this threshold. 4. Upland area within Outlot C shall be devoted to recreational open space for PUD residents. Staff Comment: Plans for the site as usable open space should be verified as a part of the plat construction approvals. 5. Consideration shall be given to providing a pedestrian connection from the adjacent cul- de-sac to 7th Street West. Staff Comment: A connection from the development cul-de-sac to the pathway along 7th Street has been provided in the updated plans. 6. A vegetation preservation and protection plan shall be submitted as required by Ordinance, and replacement plantings included as required. Staff Comment: The landscaping plans meet this requirement. 7. Wetland -related issues, including wetland buffer requirements, shall be subject to comment and recommendation by the City Engineer. Staff Comment: The applicant has completed a wetland delineation. The plans prepared illustrate no impact to the wetland with the development and the applicant has provided wetland buffer setbacks in accordance with the ordinance, subject to final verification by the City Engineer. 8. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. City Council Agenda: 9/26/2022 Staff Comment: The developer's engineer provided a comment response to the City Engineer's Development Stage PUD letters with the Final Stage PUD/Final Plat application. The City Engineer provided an updated letter of review on the Final Stage PUD/Final Plat plans and compliance with this letter is a condition of approval. 9. Engineered lap siding as noted in this report, rather than vinyl, shall be used as primary finish materials on the proposed twinhome buildings. Staff Comment: The applicant provided plans that are compliant with the requested material. This will be an ongoing condition of building permit review and approval. 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. Staff Comment: The applicants provided a drawing that illustrates a pergola structure over the entryway sidewalk, and an example of the location on one of the buildings in the twinhome plat. It is presumed by staff that this construction is intended to be applied to each of the buildings to comply with this condition and is a condition of approval. 11. If provided, street lighting shall be in accordance with the City's Subdivision Ordinance standards. Staff Comment: Remains an ongoing condition of development and is subject to further comment by the City Engineer. 12. Individual trash containers shall be stored within garages Staff Comment: The updated floor plans show room for individual trash containers within the garages of the twinhomes. 13. Access alignment shall be reviewed for possible reconfiguration to reduce headlight glare at the discretion of the City Engineer. Staff Comment: This aspect of the plat design has been reviewed by the Engineer. No change in the intersection location is required or proposed following review. 14. Any new signage shall be subject to sign permit. Staff Comment: This is an ongoing condition of development. 15. Compliance with the terms of the City's Engineering Staff letter dated March 30, 2022. City Council Agenda: 9/26/2022 Staff Comment: The developer's engineer provided a comment response to the City Engineer's letter with the Final Stage PUD/Final Plat application. The City Engineer has provided an updated letter of review on the Final Stage PUD/Final Plat plans. 16. Compliance with the terms of the City Fire Marshal's letter dated March 28, 2022. Staff Comment: This is a required continued condition. Trail access to the rear of the site has been provided for fire access purposes. The adequacy of the trail is to be verified by the Building Department per Fire Code. 17. Compliance with the comments of the Wright County Highway Engineer's Department and the comments of MnDOT. Staff Comment: The applicant revised their plans consistent with the comments of both MnDOT and Wright County. At the time of this report, MnDOT confirmed that the revised plat meets their comment/requirements. 18. Comments and recommendations of other Staff and Planning Commission. Comment: Conditions above are reflective of the conditions assigned by Planning Commission and Council. No other conditions were assigned. Country Club Manor Second Addition: Multi -Family Development Stage PUD Additional pedestrian access is provided to include a looped trail around the building (combined with a fire access route), and direct sidewalk access to both 71" Street and Tee Box Trail. Staff Comment: The applicant has provided an access route in the plans. Verification of compliance to Fire Code will be made by the Building Department. 2. Additions to the site and landscaping plans, particularly along the west side of the building in accordance with the requirements in previous report. Staff Comment: The applicant has addressed the concerns for increased trees for screening and noise mitigation, by adding a mix of Norway, White, and Black Hills Spruce trees to landscape plan 2.1 dated 5/9/2022. 3. Fiber -cement siding as noted in a pervious report shall be used as primary siding finish materials in support of the proposed and recommended stone veneer for the multi- family building. Staff Comment: The applicant is requested to verify the material being used; Staff continues to discourage the use of vinyl, particularly given the large exposure without additional brick or stone on the rear of the building. Fiber cement material use is a condition of approval. City Council Agenda: 9/26/2022 4. Consideration should be given to modifying the building materials of the multi -family building to include stone veneer on the west building exposure. Staff Comment: Updated plans show some stone veneer on portions of the west building exposure. The applicants note that much of the view of the building from the west (from 1-94) will be screened from view due both to grade and landscaping. As part of the Council's review, the Council should comment on the condition requiring additional stone treatment. 5. Additional roofline variation and/or enhancement of the rear inside building corner to enhance the west view of the building. Staff Comment: Applicant had provided imagery from the perspective of the highway that supported their design; staff no longer requires the change in the design. 6. Individual trash containers for all buildings shall be stored within the garage Staff Comment: Interior trash containers will serve the apartment building. Internal trash handling is included as an -going condition of approval. 7. Any new signage shall be subject to review at Final Stage PUD. Staff Comment: The applicant has provided no new signage for review. Signage will be required to comply with the base zoning Ordinance standards. 8. Compliance with the terms of the City's Engineering staff letter dated June 2nd, 2022. The developer's engineer has provided a comment response to the City Engineer's Development Stage PUD letters with the Final Stage PUD/Final Plat application. The City Engineer has provided an updated letter of review on the Final Stage PUD/Final Plat plans and compliance with this letter is a condition of approval. 9. Compliance with the comments of MnDOT and the Wright County Highway Engineer. Staff Comments: The applicant has revised their plans consistent with the comments of both MnDOT and Wright County. At the time of this report, MnDOT has confirmed that the revised plat meets their comment/requirements. 10. Comments and recommendations of other staff and Planning Commission. Staff Comments: Conditions above are reflective of the conditions assigned by Planning Commission and Council. No other conditions were assigned. In addition to the conditions analysis above for prior approvals, staff has completed additional review of the submitted Final Plat and PUD plans and recommends the following additional conditions of approval. City Council Agenda: 9/26/2022 1. The final plat is labeled "Country Club Manor Second Addition." This change was made at the request of Wright County. However, the approved preliminary plat was labeled "Country Club Manor First Addition" and the submitted revised preliminary plat plan shows the same name labeling. The applicant should update the revised preliminary plat for final records. 2. The final plat document does not meet the City's subdivision standards for required drainage and utility easements for plat and lot perimeters, over stormwater facilities and over outlots. The plat is required to be revised to meet drainage and utility easements consistent with the City Engineer's requirements. 3. The plans provided limit the pathway construction along 7t" Street to the development site. In conversations with the Developer, it has been discussed that they would work with the City to extend to pathway to Elm Street. PARC made a similar recommendation in support of connectivity within the system. City staff is in the process of verifying right of way allowances for this purpose. A condition of approval has been added relating to this extension to Elm Street if required by the City Engineer's office. If extended, the Developer would receive additional credit toward their park dedication requirement. 4. Plat street names are required to be revised consistent with Wright County naming conventions. 5. The Developer is required to revise plans to meet the comments of the City Engineer's September review letters. 6. The Developer shall provide any stormwater maintenance agreement required by the City Engineer. The two components of the project utilize the public street for access, but residents of each of the two areas may utilize common amenities. A cross access agreement reflecting any shared uses or amenities, including the open spaces and stormwater facilities, is to be prepared, executed and recorded by the Developer, and is subject to the comments of the City Attorney and City Engineer. 7. At this time, the Developer indicated that it is their intent to own all units within the townhome area for rental. However, if at any point the Developer elects to sell individual buildings or units, a homeowner's association document is required to be prepared, executed and recorded by the Developer, and is subject to the comments of the City Attorney. The document should provide the terms for all association and private property responsibilities, both for the units and all common spaces. Such sale may impact terms and conditions of the companion TIF agreements in place for the project. City Council Agenda: 9/26/2022 Rezoning to PUD, Country Club Manor Second Addition PUD District The standard of review for rezoning is whether the plat and PUD are consistent with the future land use plan for the subject property. The project is consistent with the Monticello 2040 land use plan and provides an appropriate level of transition in densities and unit styles for the existing and proposed land uses in the area. The parcel is guided Mixed -Density Residential in the Monticello 2040 Plan. his designation "Applies to areas of the City where mixed housing types and medium to high density housing are appropriate. Housing types could include attached housing such as apartments, townhomes, condominiums and multi -family buildings." With a mix of unit types and a gross density of 10 units/acre, this project is well within the guidance and density allowance. The project is also consistent with the Monticello 2040 goal encouraging Complete Neighborhoods/Neighborhood Diversity & Life -Cycle Housing, specifically providing for needed senior living. The need for senior housing was identified in the City's 2020 Housing Study. Further, the Implementation chapter of the 2040 Plan suggests locating new "higher density housing and mixed-use development in proximity to Downtown where there is good access to parks and open space, proximity to local -serving commercial uses, and proximity to the transportation network. Consider impacts to over concentration of multi -family uses in specific locations." This project is located close to the core of the community and is an ideal location in terms of proximity to amenities and commercial for the targeted senior demographic. Park Dedication The PARC recommended a combination of credit for the completion of the pathway along 71h Street and cash -in -lieu payment. The cash in lieu required for this parcel would total 11% of the value of the raw land at the time of final plat. An appraisal for the property has been completed and the value of the land at the time of approval of plat and purchase agreement with the EDA will result in a dedication of approximately $86,823. Consistent with the adopted policy for street improvements, the developer will receive construction cost credit for the pathway due in the amount of 75% of the trail improvement cost. Staff would also propose working with the developer to extend the proposed trail through the adjacent single-family parcel if feasible at the time of construction. The construction cost for this segment would be a City expense or added to the park dedication credit. Development Contracts The Developer is proposing to complete the project in multiple phases and may consider separate ownership between the single multi -family lot and the twinhome lot areas of the plat. City Council Agenda: 9/26/2022 As such, they requested the preparation and approval of two development contracts. A development contract for the twinhome area and a development contract for the multi -family lot have been drafted. The development contracts and finance plans for both the twinhome project area and multi- family project area have been prepared, outlining the terms and conditions of approval and project development, as well as the necessary fees and securities for the development. Trunk area charges and park dedication requirements are also provided. As a note, the developer will need to provide staff with direction on the final assessment term desired, 5 or 10 years, along with any non -substantive changes. Any substantive proposed changes to the contracts will require review and consideration for amendment by the City Council. The developer will also need to confirm the final engineer's estimates for all public improvements and net acreages. The City Engineer has also asked that the Developer confirm whether the rental company is providing internet for purposes of Fibernet and joint trench provisions. The Finance Department is also calculating the final deferred assessment amount due for 711 Street. In regard to the park dedication terms, the development agreement states that if the pathway along 7t" can be extended to Elm Street, the Developer would receive additional credit toward their park dedication requirement. Further, the Developer will need to provide direction on whether they would like park dedication allocated between the two agreements or paid with the twinhomes in full. Given the Developer's desire for the separate contracts, these draft documents are subject to the further comment of the City Attorney. STAFF RECOMMENDED ACTION City staff recommends approval of the Final Plat and Development Agreement, Final Stage PUD, and Rezoning to PUD, along with adoption of the ordinance creating the Country Club Manor Second Addition PUD District. This recommendation is subject to final compliance with the terms of Exhibit Z, which are included in the appropriate Resolutions. SUPPORTING DATA A. Resolution 2022-104, Final Plat and Development Agreement B. Resolution 2022-105, Final Stage PUD C. Resolution 2022-106, Rezoning to PUD D. Resolution PC -2022-019, Rezoning to PUD E. Ordinance No. 786 City Council Agenda: 9/26/2022 F. Aerial Image G. Applicant Narrative, Updated H. Final Plat I. Revised Preliminary Plat J. Revised Civil Plans—Twinhomes, including: a. Existing Conditions b. Removals c. Removals Plan d. Tree Inventory e. Civil Site f. Fire Turning Plan g. Grading Plan h. Sanitary Sewer & Watermain Plan i. Storm Sewer Plan j. SWPPP/Erosion Control Plans K. Revised Civil Plans — Multi -Family, including: a. Existing Conditions b. Removals c. Removals Plan d. Civil Site e. Grading Plan f. Sanitary Sewer & Watermain Plan g. Storm Sewer Plan h. SWPPP/Erosion Control Plans L. Traffic Memorandum, Updated September 13, 2022 M. Final Stage PUD Landscape Plan, Twinhomes N. Final Stage PUD Landscape Plan, Multi -Family 0. Building Elevations and Floor Plans — Twinhomes P. Building Elevations and Floor Plans — Multi -Family Q. Developer Response Comments to Development Stage PUD Engineering Letters R. City Engineer's Letter, dated September 8, 2022 — Twinhomes S. City Engineer's Letter, dated September 20, 2022 — Multi -Family T. Development Agreement, Country Club Manor Second Addition, Draft U. Development Agreement, Country Club Manor Second Addition, Lot 1, Block 5, Draft V. Finance Plan, Twinhomes W. Finance Plan, Multi -Family (Lot 1, Block 5) X. MnDOT Comment Letter (Provided with Development Stage consideration) Y. Wright County Comment Letter (Provided with Development Stage consideration) City Council Agenda: 9/26/2022 Z. Conditions of Approval Exhibit Z Conditions of Approval Country Club Manor Second Addition Final Plat and Final Stage PUD 1. The approval of the final plat is contingent on approval of the final stage PUD and rezoning to PUD. 2. Approval of the final stage PUD and rezoning to PUD are contingent on approval of the final plat. 3. All work in the plat for private and public improvements shall comply with the final submitted plans with the comments identified in the following conditions of Exhibit Z. 4. Additional pedestrian access is confirmed to include a looped trail around the apartment building (combined with a fire access route), and direct sidewalk access to both 7th Street and Tee Box Trail. 5. Engineered lap siding as noted in this report, rather than vinyl, shall be used as primary finish materials on the proposed twinhome buildings 6. Fiber -cement siding or other composite material as noted in this report shall be used as primary siding finish materials (not including vinyl) in support of the proposed and recommended stone veneer for the multi -family building. 7. Individual trash containers shall be stored within the garages of the twinhomes, and all trash service shall be located within the basement garage of the apartment building. 8. All signage shall be subject to review for compliance with the requirements of the City's sign regulations. 9. Issues related to site access and streets shall be subject to comment and recommendation by the City Engineer. 10. Upland area within Outlot C shall be devoted to recreational open space for PUD residents. 11. Wetland -related issues, including wetland buffer requirements, shall be subject to comment and recommendation by the City Engineer. 12. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 13. The pergola design over the entryway sidewalks shall be applied to each of the twinhome units. City Council Agenda: 9/26/2022 14. 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. 15. The applicant will correct the preliminary and final plat naming, confirming the naming convention with Wright County. 16. The final plat shall be revised to meet the requirements for drainage and utility easements per the City Engineer and Subdivision Ordinance. 17. The Developer shall continue to work with the City on the extension of the pathway along 71" Street to Elm Street at the direction of the City Engineer. If extended, the Developer would receive additional credit toward their park dedication requirement. 18. Plat street names are required to be revised consistent with Wright County naming conventions. 19. A cross easement agreement reflecting the any shared uses or amenities, including the open spaces and stormwater facilities, is to be prepared, executed and recorded by the Developer, and is subject to the comments of the City Attorney and City Engineer. 20. If any individual buildings or units within the twinhome lots are to be sold as owner - occupied units, a homeowner's association document is required to be prepared, executed and recorded by the Developer, and is subject to the comments of the City Attorney. The document should provide the terms for all association and private property responsibilities, both for the units and all common spaces. 21. Compliance with the Department of Building Safety & Code Enforcement regarding Fire Code requirements. 22. Compliance with the comments of the Wright County Highway Engineer's Department and the comments of MnDOT. 23. Compliance with the terms of the City's Engineering Staff letters for the twinhome and multi -family project areas dated September 8th and 20th, 2022. 24. The Developer shall execute the required Development Contracts outlining the terms and conditions of the plat and PUD; these contracts shall be subject to the comments of the City Attorney. 25. Comments and recommendations of other Staff and final approvals of the City Council. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-104 APPROVAL OF A FINAL PLAT FOR THE COUNTRY CLUB MANOR SECOND ADDITION AND COUNTRY CLUB MANOR SECOND ADDITION MIXED RESIDENTIAL PLANNED UNIT DEVELOPMENT AND DEVELOPMENT AGREEMENTS WHEREAS, the applicant has submitted a request for a Final Plat, establishing parcels for mixed residential uses under Planned Unit Development zoning; and WHEREAS, the site is to be zoned PUD, Country Club Manor Second Addition Planned Unit Development District; and WHEREAS, the proposed use and development of the future residential areas as mixed residential uses would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, the applicant is seeking a rezoning of the property to PUD, Planned Unit Development to accommodate the specific building and site development standards in the PUD proposal; and WHEREAS, the applicant is developing the site to include private common areas and public improvements to serve the plat; 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 public hearings on the preliminary plat 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 Second Additions (formerly known as First Addition); and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the Final Plat 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 incorporates standards of the PUD applicable to the zoning districts which properly address the impacts of the applicable residential development. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-104 3. The impacts of the improvements on public services are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. The impacts of the land uses as proposed are consistent with those expected by the Comprehensive Plan on adjoining property in the area. 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 Final Plat of Country Club Manor Second Addition subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The approval of the final plat is contingent on approval of the final stage PUD and rezoning to PUD. 2. Approval of the final stage PUD and rezoning to PUD are contingent on approval of the final plat. 3. All work in the plat for private and public improvements shall comply with the final submitted plans with the comments identified in the following conditions of Exhibit Z. 4. Additional pedestrian access is confirmed to include a looped trail around the apartment building (combined with a fire access route), and direct sidewalk access to both 7th Street and Tee Box Trail. 5. Engineered lap siding as noted in this report, rather than vinyl, shall be used as primary finish materials on the proposed twinhome buildings 6. Fiber -cement siding or other composite material as noted in this report shall be used as primary siding finish materials (not including vinyl) in support of the proposed and recommended stone veneer for the multi -family building. 7. Individual trash containers shall be stored within the garages of the twinhomes, and all trash service shall be located within the basement garage of the apartment building. 8. All signage shall be subject to review for compliance with the requirements of the City's sign regulations. 9. Issues related to site access and streets shall be subject to comment and recommendation by the City Engineer. 10. Upland area within Outlot C shall be devoted to recreational open space for PUD residents. 11. Wetland -related issues, including wetland buffer requirements, shall be subject to comment and recommendation by the City Engineer. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-104 12. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 13. The pergola design over the entryway sidewalks shall be applied to each of the twinhome units. 14. 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. 15. The applicant will correct the preliminary and final plat naming, confirming the naming convention with Wright County. 16. The final plat shall be revised to meet the requirements for drainage and utility easements per the City Engineer and Subdivision Ordinance. 17. The Developer shall continue to work with the City on the extension of the pathway along 7t" Street to Elm Street at the direction of the City Engineer. If extended, the Developer would receive additional credit toward their park dedication requirement. 18. Plat street names are required to be revised consistent with Wright County naming conventions. 19. A cross easement agreement reflecting any shared uses or amenities, including the open spaces and stormwater facilities, is to be prepared, executed and recorded by the Developer, and is subject to the comments of the City Attorney and City Engineer. 20. If any individual buildings or units within the twinhome lots are to be sold as owner - occupied units, a homeowner's association document is required to be prepared, executed and recorded by the Developer, and is subject to the comments of the City Attorney. The document should provide the terms for all association and private property responsibilities, both for the units and all common spaces. 21. Compliance with the Department of Building Safety & Code Enforcement regarding Fire Code requirements. 22. Compliance with the comments of the Wright County Highway Engineer's Department and the comments of MnDOT. 23. Compliance with the terms of the City's Engineering Staff letters for the twinhome and multi -family project areas dated September 8th and 20th, 2022. 24. The Developer shall execute the required Development Contracts outlining the terms and conditions of the plat and PUD; these contracts shall be subject to the comments of the City Attorney. 25. Comments and recommendations of other Staff and final approvals of the City Council. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-104 BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "Development Contract and Planned Unit Development for "Country Club Manor Second Addition" and the "Development Contract and Planned Unit Development for Country Club Manor Second Addition — Lot 1, Block 5" 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 26th day of September, 2022, by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL IN Lloyd Hilgart, Mayor F. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-105 APPROVAL OF A FINAL STAGE PLANNED UNIT DEVELOPMENT FOR THE COUNTRY CLUB MANOR SECOND ADDITION MIXED RESIDENTIAL PLANNED UNIT DEVELOPMENT WHEREAS, the applicant has submitted a request for a Final Plat, establishing lots and public ways for the purposes of developing land for residential use; and WHEREAS, the site is to be zoned PUD, Country Club Manor Second Addition Planned Unit Development; and WHEREAS, the proposed use and development of the future residential areas as a combination of multiple family and two-family residential would be consistent with Comprehensive Plan designation as Mixed Residential for the subject area; and WHEREAS, PUD flexibility is requested to accommodate modification of building setbacks, common, privately owned areas of the plat, common private services, and other features incorporated into the development plans for the site; and WHEREAS, the applicant has planned additional open space, architectural features, landscape treatments, pedestrian access, and other aspects of the project in support of the use of PUD zoning; 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 public hearings on the Development Stage 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 and Development Stage PUD of Country Club Manor Second Addition (formerly First Addition); and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the Final Stage PUD approval: 1. 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. 2022-105 The proposed Preliminary Plat incorporates standards of the PUD applicable to the R-1 and T -N zoning district which properly address the impacts of small lot development. The impacts of the improvements are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. No other changes or impacts resulting from the proposed platting or development are anticipated. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Final Stage PUD for Country Club Manor Second Addition subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The approval of the final plat is contingent on approval of the final stage PUD and rezoning to PUD. 2. Approval of the final stage PUD and rezoning to PUD are contingent on approval of the final plat. 3. All work in the plat for private and public improvements shall comply with the final submitted plans with the comments identified in the following conditions of Exhibit Z. 4. Additional pedestrian access is confirmed to include a looped trail around the apartment building (combined with a fire access route), and direct sidewalk access to both 7t" Street and Tee Box Trail. 5. Engineered lap siding as noted in this report, rather than vinyl, shall be used as primary finish materials on the proposed twinhome buildings 6. Fiber -cement siding or other composite material as noted in this report shall be used as primary siding finish materials (not including vinyl) in support of the proposed and recommended stone veneer for the multi -family building. 7. Individual trash containers shall be stored within the garages of the twinhomes, and all trash service shall be located within the basement garage of the apartment building. 8. All signage shall be subject to review for compliance with the requirements of the City's sign regulations. 9. Issues related to site access and streets shall be subject to comment and recommendation by the City Engineer. 10. Upland area within Outlot C shall be devoted to recreational open space for PUD residents. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-105 11. Wetland -related issues, including wetland buffer requirements, shall be subject to comment and recommendation by the City Engineer. 12. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 13. The pergola design over the entryway sidewalks shall be applied to each of the twinhome units. 14. 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. 15. The applicant will correct the preliminary and final plat naming, confirming the naming convention with Wright County. 16. The final plat shall be revised to meet the requirements for drainage and utility easements per the City Engineer and Subdivision Ordinance. 17. The Developer shall continue to work with the City on the extension of the pathway along 7t" Street to Elm Street at the direction of the City Engineer. If extended, the Developer would receive additional credit toward their park dedication requirement. 18. Plat street names are required to be revised consistent with Wright County naming conventions. 19. A cross easment agreement reflecting any shared uses or amenities, including the open spaces and stormwater facilities, is to be prepared, executed and recorded by the Developer, and is subject to the comments of the City Attorney and City Engineer. 20. If any individual buildings or units within the twinhome lots are to be sold as owner - occupied units, a homeowner's association document is required to be prepared, executed and recorded by the Developer, and is subject to the comments of the City Attorney. The document should provide the terms for all association and private property responsibilities, both for the units and all common spaces. 21. Compliance with the Department of Building Safety & Code Enforcement regarding Fire Code requirements. 22. Compliance with the comments of the Wright County Highway Engineer's Department and the comments of MnDOT. 23. Compliance with the terms of the City's Engineering Staff letters for the twinhome and multi -family project areas dated September 8th and 20th, 2022. 24. The Developer shall execute the required Development Contracts outlining the terms and conditions of the plat and PUD; these contracts shall be subject to the comments of the City Attorney. 25. Comments and recommendations of other Staff and final approvals of the City Council. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2022-105 ADOPTED this 25th day of September 2022, by the City Council of the City of https:Hmnvotes.sos.state.mn.us/AbsenteeBallotStatus.aspxMonticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL JIM Lloyd Hilgart, Mayor F CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-106 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTICELLO APPROVING AN AMENDMENT TO THE ZONING ORDINANCE ESTABLISHING THE PUD, COUNTRY CLUB MANOR SECOND ADDITION PLANNED UNIT DEVELOPMENT DISTRICT, AND REZONING THE FOLLOWING PROPERTIES FROM CCD TO PUD, COUNTRY CLUB MANOR SECOND ADDITION ALL THAT LAND TO BE PLATTED AS: COUNTRY CLUB MANOR SECOND ADDITION WHEREAS, the applicant proposes an amendment to the Zoning Ordinance establishing the Country Club Manor Second Addition PUD District, and rezoning the subject property to said district; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use through PUD zoning; and WHEREAS, the applicant proposes to develop the property for mixed residential uses, at a total of 102 multiple family residential units and 60 two-family (twinhome) units; and WHEREAS, the site is guided for Mixed Density Residential which accommodates the proposed use and density; and WHEREAS, the proposed plat and PUD are consistent with the long-term use and development of the property for mixed downtown use; and WHEREAS, the zoning district and map amendments herein will accomplish the objectives of the project and the City's land use plans, the Monticello 2040 Comprehensive Plan; and WHEREAS, the Planning Commission held public hearings on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission has recommended approval of the establishment of the proposed district and rezoning the subject property to Country Club Manor Second Addition; and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2022-106 WHEREAS, the City Council has considered the Planning Commission's recommendation and all of the comments and the staff report; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the 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 incorporates standards of the PUD applicable to the zoning districts which properly address the impacts of the applicable residential development. 3. The impacts of the improvements on public services are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. The impacts of the land uses as proposed are consistent with those expected by the Comprehensive Plan on adjoining property in the area. 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 Amendment to the Zoning Ordinance and Map as specified in Ordinance No. 786 are hereby approved and adopted. ADOPTED this 26th day of September, 2022, by the City Council of the City of Monticello, Minnesota. F -A 19 :6711 Jennifer Schreiber, City Clerk 2 MONTICELLO CITY COUNCIL Lloyd Hilgart, Mayor 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 ORDINANCE NO. 786 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 SECOND ADDITION PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM R-3, MEDIUM DENSITY RESIDENTIAL DISTRICT TO PUD, COUNTRY CLUB MANOR SECOND ADDITION PLANNED UNIT DEVELOPMENT DISTRICT: OUTLOT A, COUNTRY CLUB MANOR TO BE PLATTED AS COUNTRY CLUB MANOR SECOND ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (_xx_) Country Club Manor Second Addition PUD District (a) Purpose. The purpose of the Country Club Manor Second Addition 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 Country Club Manor Second Addition PUD District shall be multiple family residential uses on Lot 1, Block 5, and Two -Family residential uses in the remainder of Country Club Manor Second Addition, 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 the various 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 Headwaters West PUD District shall adhere to the approved final stage PUD plans and development agreement. ORDINANCE NO. 786 (e) In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-4 Residential District shall apply in Country Club Manor Second Addition, Lot 1, Block 5 and the R-3 Residential District shall apply to the remainder of County Club Manor Second Addition. (f) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from R-3, Medium Density Residential District to PUD, Country Club Manor Second Addition Planned Unit Development District: Country Club Manor Second Addition Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this day of , 2022 ATTEST: Lloyd Hilgart, Mayor PA ORDINANCE NO. 786 Jennifer Schreiber, City Clerk AYES: NAYS: nnnn + J 4F� PROJECT NARRATIVE Country Club Manor Golf Course Road & 7t" St W, Monticello, Minnesota Project Team Owner / Developer Headwaters Development 6511 Nez Perce Drive Chanhassen, MN 55317 Contact: Mike Hoagberg Phone: 612 723-3330 Email: mhoagberg@headwatersdevelopment.com Civil Engineer Design Tree Engineering & Land Surveying 21308 John Miless Dr, Suite 104 Rogers, MN 55374 Contact: Michael Gerber Phone: (763) 270-6300 Email: mjg@dte-Is.com General Contractor Delta Modular Construction 7730 Laredo Drive, Suite 446 Chanhassen, MN 55317 Contact: Matt Johnson Phone: 612 760-2072 Email: mj@delta-modular.com Landscape Architect Landform Professional Services 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Contact: Josh Popehn Phone: 612-252-9070 Email: jpopehn@landform.net Architect Plunkett Raysich Architects, LLP 209 South Water Street Milwaukee, WI 53204 Contact: Kevin Broich Phone: 414 359-3060 Email: kbroich@prarch.com Structural Engineer GraEF Engineering 120 South Sixth Street, Suite 1220 Minneapolis, MN 55402 Contact: Shawna Kratsch Phone: 763 898-4185 Email: shawna.kratsch@graef-usa.com Traffic Engineer SRF Consulting Group 3701 Wayzata Blvd, Suite 100 Minneapolis, MN 55416 Contact: Brent Clark Phone: 763-267-6618 Email: bclark@srfconsulting.com PROJECT SITE DATA Parcel Basics The existing site is currently an undeveloped, approximately 16.5 acre parcel. The property is adjoined by Interstate 94 to the west, Golf Course Road to the north, a residential neighborhood to the east, and Monticello Auto Service to the south. PROJECT DEVELOPMENT DATA Program The site will be developed through two separate projects. The first project will include development and construction of 30 single -story twin -homes (60 housing units). The second project will be for a multi -family building with approximately 102 units. The community will be age restricted to 55+. The community will provide affordable housing options by offering 40% of its units to seniors which meet affordability requirements. The multi -family building will be located on the west end of the site; the twin homes will be located on the east end of the site. Total planned residential units on site will be approximately 162. The site will also include sidewalks that connect to the central site circulation as well as the public sidewalk along 7t" Street W. This project expects to create more than $28 million of incremental property value on a site that has been owned by the city for many years and has had essentially no market value. This project also allows the city to capture the value of the land over time, which it has been unable to do until now. Affordability One of the principle objectives of this PUD is to provide affordable senior housing to Monticello. By providing this affordable housing option to the residents of Monticello and surrounding communities, this community allows those seniors to stay in the community they've lived for a long time. They are able to move into a more manageable residence and turn their homes over to a younger generation. This in turn, supports future growth for the city. At least 40% of all units will be considered "affordable" based on 60% AMI levels for Wright County. The project took the housing study completed by the City of Monticello in 2020 into consideration when designing the community, unit mix and rental rates. PROJECT DEVELOPMENT SCHEDULE This project is expected to be constructed in phases. The Twin Home portion of the project is expected to begin late Fall of 2022 and complete in Spring of 2023. The Multi -family portion of the project is expected to begin in the Spring of 2023 and conclude in the Fall of 2023. The common spaces and public improvements around each phase are expected to be completed in the same timeframe. _ NORTHWEST CORNER OF SECTION 10, T.121, R.25 N89°10'28"W --, __— • 2172.74 \ I rn 0 \ w N M rn of 0 Z NORTH LINE OF THE NW1/4 OF SECTION 10, T.121, R.25 S89°10'28"E 476.35 CAP #15233 S88°59'40"E 400 nn COUNTRY CLUB MANOR SECOND ADDITION _ NORTH QUARTER CORNER OF SECTION 10, T.121, R.25 L /Ir_—A/ Tr_—A F— L VV IIA/ A uL/VI v I I �11V�1 yy A KNOW ALL PERSONS BY THESE PRESENTS: That the City of Monticello, a municipal corporation under the laws of Minnesota, fee owners of the following described property: Outlot A, COUNTRY CLUB MANOR according to the recorded plat thereof, Wright County, Minnesota. Has caused the same to be surveyed and platted as COUNTRY CLUB MANOR SECOND ADDITION and do hereby dedicate to the public for public use the public way as created by this plat. In witness, whereof, said City of Monticello, a municipal corporation under the laws of Minnesota, fee owner, has cause these presents to be signed by its proper officers this day of 20 Lloyd Hilgart, Mayor Rachel Leonard, City Administrator STATE OF COUNTY OF This instrument was acknowledged before me on this day of 12021 by Lloyd Hilgart, Mayor of the City of Monticello, a municipal corporation under the laws of Minnesota. siqnature print Notary Public, County, Minnesota My commission expires This instrument was acknowledged before me on this day of 12021 by Rachel Leonard, City Administrator of the City of Monticello, a municipal corporation under the laws of Minnesota. signature print Notary Public, County, Minnesota My commission expires I Jonathan D. Schuette 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 Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF COUNTY OF The instrument was acknowledged before me on by Jonathan D. Schuette signature print Notary Public, County, Minnesota C� r- \ My commission expires i J/ (' CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held this day of 20 , the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of COUNTRY CLUB MANOR SECOND ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of COUNTRY CLUB MANOR SECOND 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. City Council, City of Monticello, Minnesota Mayor Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 at o'clock .M. Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder this day of '20 at o'clock .M. and was duly recorded in Cabinet No. Sleeve as Document No. Wright County Recorder DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 1 OF 2 1 BLOCK 5 1479°541818 E - COUNTRYCLUB ANOR SECOND A�_DQITION, Am / 1__� -, r " E, .;L A E)I< /x/11 ItV -t- -7 I V I I\ I A03 1a'��O CAP #7439 czi w I Sp 10 0 o o - �` 1?0LID N F6 CF)�� 1 �_vn< N SO`r0 O° L / m m 4 o00 / 00Oj� 2 00, h� 00 OD 00, i V �: 01- pp �4 3 X00 "?°Sp pp \ \ \ ! 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NO 14,51 3 �, 00 0 o ryry 0 30.50 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00 v DETAIL "B" - / °0, 5 �� 00 �s0 '°S�, ��2 ��7 ry� r r� rn 30.50 SEE SHEET 1 9'' 0, 0� Ary F \ S6 8837 \ <� � � Al � ^ o 0 0 30.50 30.50 30.50 30.50 30.50 30.50 CD CD 0 0 30.50 CN c�0 0 0 0 0 0 b Sp 1 5 LOO 3�So'°° °�/ <,•� \\ �C/ � �ry N 1 2 w 3 C 4 N cv N C14 04 o o ^ � N / 308 L�(/ o o ' w 5 w 7 w r� ,,A 6 1l°O ss7 S v 2° S, 8. ^ �" Z " v co^v p o o om o 8 0 0 9 0 1 0 0 6 r u'° 6 7 3 cv � a) ��5 �JJ Op S° sr2� 38„ �\2/ 0.$0 o 0 0 0 0 0 0 0 0 30'50 z v0) � z o 0 0 0 0 0 0 0 , 3 °O �7? 3826"E _ 30.50 u) to z v) u) z z J� '� �s s0� �� 00 ASO 7q RISS R=522 6100 L13 30.50 30.50 30.50 30.50 30.50 30.50 30.50 '9S X00 17 �ry O SS8° R,. 26� ,_,</, 67 4=2 p° S85°1753"E 61.00 L14 S88°50'52E 61.00 L15 S88°50'52"E 61.00 L16 S88°50'52"E 61.00 °^� �y 305 76, 5826 4.4)°S \\\ 3717 L=188.11 "°S °O� 18 o0 0 F 67 �ryR 4-,, 0 43 11 208.25 N W 00 M 0 z K -7S '�7 '1/S�° ° �^�� ` Alry p 30S 00 / 4.5° '°50'43, `\46151, Qc23° G6 S,, S <. S6 Gc 4'3,5,, L=230.63 2 o O 5 \ \F�6 !`3 6A2Gli u'Oeo Oj�47 °�� 19 ^V O� 60 4� 4,. 4g6 Sg o c•> ry' S88°50'52"E 220.47 co 0 02 00 �� 20 I N �co,\m - -� ti .60 �� °��'� o S8°7 , M 30.50 6100 4 �21 °02 41„ 0) o 60 „ 30 co o L=214.01 171.05 467 SO °ooh ^N o 30.50 S77°51'Sg„E 61.00 126.13 ----- -- ----- O BLOCK 3 � 44.93 N86°54'46"E 60.00 0 h <v ^ry o 30.50 c S84°25'07" E 61.00 0 10.17 M L3 ^od o h s1 ^`V o0 0 30.5p 30.50 S88°50'52"E 61.00 S88°50'52"E 61.00-' 10.16 OUTLOT B ' 0 2 N cN 0 0 30.50 30.50 30.50 30.50 30.50 60• 10.40 �b �° * 3 v� 44.24 W ^ 3 cy o 0 0 N 0 0 0 o 0 0 o S80° 37'54"E nV; QSo co � N o 04 N r- w � ^ � � � � rn m N25° 15'35"E = "'1°145 30 5 ° S5° 50'55"W o 10.17 5 M 6 - 0 7 8 w 9 L21 ° N81' 01'22"W L22 16.56 Z (iJ L23 M N7° 07'30"E 0 0 0 X10 N43° 19'01"E �j 16.13 6100 L22 30 50 30.50 vN o"' � m Z o 0 o 0 0 0 0 0 0 w 6„ ` 30 L29 10.17 S41' 00'09"E N77°51'58"W 61.0p 10.17 co 30.50 30.50 c/)z L31 c/)coi z (n � `"' .8 S41' 00'03"E L33 10.17 S41- 00' 15"E L21 N84°25'07"W 61.00 L20 30.50 30.50 30.50 30.50 0 8 N88°50'52"W 61.00 L19 N88°50'52"W 61.00 18.1 384.97 1/2" REBAR-\ DETAIL "C" - SEE SHEET 1 N88°50'52"W 1035.79 0 a) CAP #15233 94.07 O s LENGTH BEARING L1 c S41' 00'09"E 0 10.17 M L3 J S41' 00'09"E L4 10.17 S41' 00'09"E L5 10.17 c rn h 10.16 S41' 00'09"E L7 10.17 S41' 00'09"E L8 10.17 �5 00 L9 1g S35° 16'01"E 60• 10.40 OUTLOT C PARCEL LINE DATA LINE NO. LENGTH BEARING L1 7.49 S41' 00'09"E L2 10.17 S40° 58'52"E L3 10.17 S41' 00'09"E L4 10.17 S41' 00'09"E L5 10.17 S41' 00'09"E L6 10.16 S41' 00'09"E L7 10.17 S41' 00'09"E L8 10.17 S41' 00'09"E L9 10.41 S35° 16'01"E L10 10.40 S49° 41'27"E L11 44.24 S22° 36' 13"E L12 44.08 N72° 27' 16"E L13 22.54 S80° 37'54"E L14 14.81 N87° 24'26"E L15 10.17 S88° 50'52"E L16 10.17 S88° 50'53"E L17 24.48 N25° 15'35"E L18 23.73 S5° 50'55"W L19 10.17 N88° 50' 52"W L20 14.45 S89° 59'09"W L21 16.45 N81' 01'22"W L22 16.56 N74° 35' 07"W L23 25.22 N7° 07'30"E L24 25.31 N43° 19'01"E L25 16.13 N55° 02' 56"W L26 16.42 N48° 16'52"W L27 14.64 S39° 25'30"E L28 10.17 S41' 00'09"E L29 10.17 S41' 00'09"E L30 10.17 S41' 00' 15"E L31 10.17 S41' 00'09"E L32 10.17 S41' 00'03"E L33 10.17 S41- 00' 15"E L34 23.55 N67° 22'09"E 0 50' 100' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 ORIENTATION OF THIS BEARING SYSTEM IS BASED ON NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, HAVING AN ASSUMED BEARING OF SOUTH 89°10'28" WEST 631.96 DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 2 OF 2 PARCEL CURVE DATA CURVE NO. ARC LENGTH RADIUS DELTA C1 301.41 482.77 35°46'18" C2 30.02 482.77 3°33'46" C3 22.53 482.77 2°4025" C4 30.03 400.67 4°17'39" C5 30.03 400.67 4°17'38" C6 20.53 60.00 19°36'32" 0 50' 100' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 ORIENTATION OF THIS BEARING SYSTEM IS BASED ON NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, HAVING AN ASSUMED BEARING OF SOUTH 89°10'28" WEST 631.96 DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 2 OF 2 OWNER: J X BOWERS LLC PRELIMINARY PLAT OF COUNTRY CLUB MANOR FIRST ADDITION Ln Ln Z I < I �o /,I I�� I \ /Ir-1Al I Tr-�)�) A \ \ / �U Ji = I c9f I �=Uw �L_uL� V IL_ VV I L_I \II \/- z Cf F- OWNER: MONTICELLOICOUNTRY CLUBz z~ O O w¢ p w 0 O1H ODCO 0r,a1 \ O �/♦ I v _o p o r LCIL- Cr`\ \ WV:947.64 \ I OWNER: UNKNOWN w _ _ �-RIM:937.64 /x/11 I IT\/ I II/�I I\�/ A \/ ^ M- INV:921.44 r l l v F l y y i-\ I \i v V - RrM:951.8.8, qC,V:946 y -V:!�� oy siN1V:934.27 S88°59 - '40"E 400.00 - - -\ J - - > � _ _ _-_- \� \ S88°59'40"E = 195.14 - _ T� T I (T/ v �!, �RIM:9 7.44 OWNER: NICKOLAS & I T By \T T - -J( STEPHANIE SWANSON \�� o o , - �i IMV N 920.54 w o i o INV S.:920.49 6C I I I is; C/)A 11 Ijam/ OWNER: DEBRA MEYER;I \ \ l PROPOSED BLDG I �? v t I I /1 / I I, II I L/L_\_j�Jr .. - - � ' - I� ` - - 1 \ y` - IM:935.81 '�r �� I V:UNABLE TO A _ / o CO PEN _ OWNER: MARCELLA UTZKA Li -j' � �\ �RIM:934.29 I .: - � Ag 1 I I ^ AA \ Q \ V A \� o / I � � � INV:931.39 I � OWNER: J X BOWERS LLC00V\ V �� %•: �IuL_IJL� A/ J RIM:934.91 < I / AA 0��. '9 �-� � �� I INV E.:930.96 ��L/�s� `r �I �0\8\ \ ) � /- /INVW.:930.86 i \ �� A E:) / LIJ ' L.L_L/uf V \ \\ u' 30.76 �� A •� \ � �� RIMS � �d �=� -BENCHMARKTNH L V A INV S.:9 \�9\!_.24�� ELEV:936.97 P�P / - r A rCC _ \ _ RIM918.93 g}6 \ I r IiNV:918.92 OP`)ZO� /� ice: .-' VA.AVUPJ 0`0 v'S(Rv/ / \ � --- ��)R :93Z.y0 OWNER: GREGORY 'r INV NE:929.70 � ,� , L�% % ;�00 A\\\\ \\ 1 1\41A1VSE:929.85 7-1 KREIN / LJL_U�JI -RIM:933.17 O� JOANNE: \ OPEN ' TO MARKA PEN_RIM:932.92 iv % INV:929.62 OWNER: J X BOWERS LLC X //OWNER: w �� -RIM:932.92 JASON & _ INV:929.80 - '% SARAH \ K A A K I /1 [) �� o� V A ,� 4 ��/ \ - - RlJafl`�932.91 �H�OMPSON \ IVI/-\I V�/I \ \ ,� N I 29 91 �(JJ� 09A�\ POND 1 -{\ ��,� OWNER: _ FO V� RIM:934.26 cP - TAMMY PUNDT I /�V I I \ �VAV /�\ �I/ LJ I \ I \V/ L_ \ / ) 4 8\ \ IN NW:918.16 I \ O s< Oo INV SE: l ��V �` \ iF \ MARK DECKER w OWNER: OWNER: - RIM:935.07 DALE &NINA 60 OWNER: �� INV:UNABLE TO i' THOMAS &PAMELA JAMES & AMBER OWNER:, . \ i HOLLINGSONWORTH _ OPEN i J I I BEACHEM IRWIN I AMEX PROPERTIES i LIJ 77 7 I _ 11 ��' x �-RIM:93 .37 � �I� - �� IJ� � I I i� \ RIM= J _ �ro ( INV:93"1.42 OWNER: OWNER: _ RANDALL PAUMEN 1 DELBERT & MARCIA I�- OWNER: - L1_ OWNER: _ - OWNER: Z _ OWNER: ,-t ANDREW KARST DAHLHEIMER / BETTE HARSTAD \ � \ (T-3 \ ELIZABETH ( I I «_ JASON & TERI < I_ 09 JOHNSON �I� / ARCHULETA i NoV:931.33 OTOWNER: OWNER: NUQUIST KASPER LAMBREC\HTDAVID & JANET AARON RITA [-f _ 1 ��RIM:936.28/ OWNER: < \ A G \ i V \ ' r UNABLE TO OPN a SCOTT & DEA �� N,16 \ N� BENCHMARK TNH OWNER: �TORGERSON �i� OWNER: I ELEV:939.76 JACK &CYNTHIA OWNER: SAMUEL WELL ?O \-RIM:936.15 DELAND &� �RIM:937.b9 NELSON ( INV:916.20 ��7 �� JOANE NNV:UNABLff-TO 0 No - - - \A\ CARSON \ C', - �RIM:935.27 A� \ L,L_v�Jr`v I � � \� _ vy 43" INV:UNABLE TO OPEN \,A'� r �, Gc33 _ - >� _ RIM:934.62 OWNER: INV N 929.72 LYNN & JOSEPA ©_ aiY�0� "E4 R=271.05 INV SV�/:929.72 MOELLER ��v \ - �_ d 4�° INV W 929.67RIM:934.17 \ \ `, A \ OWNER: B & G PROPERTIES OF ROCHESTER � LOT AREA '/X `. VA\ , //�30A \, / - INV SW:930,67 LOT 1-20, BLK 1 2,196 SQ. FT. PER LOT (43,920 S FT.) \ �� AA�� a - ` <,. A INVSE:930.77 'A � ��_A� O NIV:930.94 \ I Y -� 7 LOT 21, BLK 1 49,528 S FT. \ i _ \ 99 Q � 'mow- 9 �4 6 - -- l LOTS 1-10, BLK 2 2,196 SQ. FT. PER LOT (21,960 SQ.FT. i ') �� \ \� ; _ - _ \ \ \ LOT 11, BLK 2 25,683 SQ. FT. � �' �'9 V� � � / - � \ �� \ LOTS 1-10, BLK 3 2,196 SQ. FT. PER LOT (21,960 SQ.FT.) \ ��X; � �� J�_ / LOT 11, BLK 3 24,177 SQ. FT. 1 i '� a.� A _RIM:936. LOTS 1-20, BLK 4 2,196 SQ. FT. PER LOT (43,920 SQ.FT.) �i�/ A �\� �9 -� / �� RIM934.1'2�. \ INv:915.50 LOT 21 42,557 SQ. FT. EXISTING LEGAL DESCRIPTION ��s., \A `9� 2© � - - - 1 INvsE:93o.s7_\ 1 INV NE:930.72 \ LOT 1 BLK 5 187,606 S FT. �� 939 OUTLOT A 39,084 S Q FT. \ \ \ _ 8UTTLOTC RIM:934.14� Q Outlot A, Country Club Manor, City of Monticello, Wright s� vvv LOC -_ NV:930.94 OUTLOT B 12 521 S FT. \ - Q COUnty, MlnneSOta. DELINEATED WET LAN OUTLOT C 111,639 SQ. FT. TRAIL/DRIVE R/W 102,288 SQ. FT. �� -� / `5, POND - 1 -94 R/W 3,387 SQ. FT. -_- TOTAL 727,554 SQ. FT./16.7 ACRESf \ VICINITY MAP SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN .tiT� ati T9TF '4q��GG 9Y q y C.S.A.H. NO. 39 Cc FAIRWAY DR.CO �� oy OaP� `stc 90 a J N88°50'52"W 1035.79 / /�\ OWNER,.- / ///�11 /-1 r 4� OWNER: RYAN BUFFALO `/�J 1\\\ _EL 1 �fRE_FT-5NkE�RTSjES LL y / �/ ) / / / f / LAND COMPANY LLC OWNER: City of Monticello SURVEYOR'S NOTES:<` LEGEND 505 Walnut Street Topography and contours are based upon measurements taken in the field by Monticello, MN 55362 Design Tree on 07/02/2021. SURVEYOR: There are no Railroad right of way on or near the property. Jonathan Schuette, Professional Land Surveyor Minnesota License Number 45352 There are no gas pipelines lines located on or near the property. Telephone: (320) 460-7110 The property does not have a corporate boundary line. ENGINEER: The property does not have any school district boundary lines. Michael Gerber, Professional Engineer Minnesota License Number 56653 Property located within Zone C of FEMA FIRM Map Number 20541 0005 B, Telephone: (320) 227-0203 with an effective date of November 1, 1979. ZONING: The property is not within a shoreland overlay district. R3 Medium Density Residence District Property is serviced by City sewer and water lines. Typical lot size of townhome lots are 30.5' X 72'. r 1 L� 11 �1 l� 1,-)/4 L'L_uvr PLATTED PLATTED & EXISTING LOT LINES-OHE---OHE-- OVERHEAD ELECTRIC EXISTING RIGHT OF WAY EASEMENT LINES CENTERLINE BOUNDARY LINE WIRE FENCE STORM SEWER LINE SANITARY SEWER LINE WATERMAIN -UG-UG- UNDERGROUND ELECTRIC - - EDGE OF WETLAND BITUMINOUS PAVEMENT AGGREGATE SURFACING 0 HYDRANT I>< GATE VALVE OSANITARY MANHOLE ® BOLLARD o� i OWNER: TYLER SOUTH LLC ^r- I / 1 ^r-1 / 1 -t- -,A OD STORM MANHOLE DECIDUOUS TREE ❑ CATCH BASIN CONIFEROUS TREE a APRON cO-> POWER POLE O-* LIGHT POLE < GUY WIRE 0 POWER BOX 0 100' 200' (D ELECTRIC METER 0 COMMUNICATION PEDESTAL 0 = DENOTES COUNTY MONUMENT HAND HOLE 0 = DENOTES FOUND IRON MONUMENT O -V GAS METER O = 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 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. �� C), 4L�� INTED NAME: Jonathan D. Schuette DATE: 09/14/2022 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 @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: NK CHECKED BY: JDS PROJECT NO.: 00021063 NO. DATE DESCRIPTION PRELIMINARY PLAT 1 of 1 GS in 91V FINAL STAGE PUD PLANS MONTICELLO HEADWATERS DEVELOPMENT MONTICELLO, MN - m -V SSl4 - - j_Q R , .0 - - ,, r. :�--- -T - CR 39 kL J - CR 39ip , { CITY OF ALML MONTICELLO PROPERTY ' LOCATION r Irr -�*e�, e r ' lit ' - 1` �,''-`� U$ 94 rr Z f 4f y� r •' f'� �'4fL 7i: Ind ' r rti1 : - r ti F 1 r r t % r T RFU E NORTH INDEX OF SHEETS: C001 COVER SHEET C404 STREET/ STORM SEWER PLAN & PROFILE C101 EXISTING CONDITIONS (OVERALL) C405 STREET/ STORM SEWER PLAN & PROFILE C102 REMOVALS PLAN C406 STREET/ STORM SEWER PLAN & PROFILE C103 REMOVALS PLAN C407 STREET/ STORM SEWER PLAN & PROFILE C104 TREE INVENTORY PLAN C408 SANITARY SEWER/ WATERMAIN PLAN & PROFILE C105 TREE INVENTORY PLAN C409 SANITARY SEWER/ WATERMAIN PLAN & PROFILE C106 TREE INVENTORY PLAN C410 SANITARY SEWER/ WATERMAIN PLAN & PROFILE C107 TREE INVENTORY PLAN C411 SANITARY SEWER/ WATERMAIN PLAN & PROFILE C108 TREE INVENTORY PLAN C412 SANITARY SEWER/ WATERMAIN PLAN & PROFILE C201 CIVIL SITE PLAN (OVERALL) C501 EROSION CONTROL PLAN C202 CIVIL SITE PLAN C502 EROSION CONTROL PLAN C203 CIVIL SITE PLAN C701 CIVIL DETAILS C204 CIVIL SITE PLAN C702 CIVIL DETAILS C205 CIVIL SITE PLAN C703 CIVIL DETAILS C206 FIRE TRUCK TURNING EXHIBIT C704 CIVIL DETAILS C301 GRADING PLAN C705 CIVIL DETAILS C302 GRADING PLAN C706 CIVIL DETAILS C303 GRADING PLAN C707 EROSION CONTROL DETAILS C401 UTILITY PLAN C708 EROSION CONTROL DETAILS C402 UTILITY PLAN C709 SWPPP NARRATIVE C403 STREET/ STORM SEWER PLAN & PROFILE PROJECT CONTACTS OWNER CIVIL ENGINEER LAND SURVEYOR HEADWATERS DEVELOPMENT, LLC DESIGN TREE ENGINEERING & DESIGN TREE ENGINEERING & MICHAEL HOAGBERG LAND SURVEYING LAND SURVEYING 6511 NEZ PERCE DRIVE MICHAEL J. GERBER JON SCHUETTE CHANHASSEN, MN 55317 3339 W. ST. GERMAIN 120 17TH AVENUE WEST EMAIL: mhoagberg@headwatersdevelopment.com STE 250 ALEXANDRIA, MN 56308 ST. CLOUD, MN 56301 TEL: 320-460-7110 TEL: 320-227-0203 EMAIL: JDS@dte-Is.com EMAIL: MJG@dte-Is.com GENERAL NOTES: 1. TOPOGRAPHIC SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, TOPOGRAPHY WITH SPOT ELEVATIONS AND PHYSICAL FEATURES WAS PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 3339 W. ST. GERMAIN ST. SUITE 250 ST. CLOUD, MN 56301 2. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT 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 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 COVER SHEET DRAWING NO. NOTES: 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: RI :952.54 IN�:947.64 DESIGN TREE ENGINEERING &LAND SURVEYING -RIM:937.64 ��/11 I� IT\/ I II/VI i�A/ n 120 17TH AVENUE W INV:921.44 ��/U1 V 1 1 Fll\Irl vV /-\ I ALEXANDRIA, MN 56308 IN�/:946.93� � ` �- � � � - - 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL _ / / ,'GOLF RSE°R� CO.AD 39 w -I- �� INV:934.27 LIMITS PRIOR TO ANY CONSTRUCTION. \\ _tea___ _ - = _ _ _ - - - / j - SHE --cam © _ - - I - 3. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ �R�' :9 7.44 OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING I V N�920.54 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. \\ L I _ 1-800-252-1166. 11M:935.81 V:UNABLE TO - \ \ /I � PENCo - cp - J /RIM:934.29 I / INV:931.39I RIM:934.91 I INV E.:930.96 iINV W.:930.86- \ \\ \ ° \° \\� \ \ \ / \ \ INV S.:930,76- \ I- \�� \ VA\\ \ \ V A ! -BENCHMARK TNH INV:93 .34 - - ELEV:936.97 \ / INV.931.34 RIM:934.83 �NV:918.92 RD"32.90 v % INV NE.929.70 'INVS E:929.85 \ \ VA \ \ l V I vA-RIM:933.17 1 / INV:UNABI�TO \° \ \� OPEN \ s - \ \ \ ��-RIM:932.92 INV:929.62 \ /LEGEND \\\✓ `\ �\ \I \ \ \ --RIM:932.92 I \ HYDRANT \\ \ X\�\ ° \ °) - RIA/932.91 S SANITARY MANHOLE �-RIM:934.26 \\\\\ \ FAIRWAY DRIVE � \ \ \\\\�\ \ I � / \ INV NW:918J GATE VALVE INV SE:9 8.14 POWER POLE ` \ `\ \\\\\ \ � � � � / � \ Q LIGHT POLE INV -.UNABLE TO OPEN J CATCH BASIN `�:93437 INV. 42 SIGN DECIDUOUS TREE RIM:934.33 INV:931.33 / --�- CONIFEROUS TREE 0 SHRUB 9 `\\\\\\� \ ✓ \ -I--RIM:936.28 \� \ \ / \ \- INV:UNABLE TO OP N ❑ PEDESTAL \\ \ BENCHMARK TNH ELEV:939.76 GUY WIRE ��\� \` / -RIM:936.15 / \ \\ \\ \ \ \ \ \ /,RIM:937.59 INV -916.20 / I INV:UNABLE TO_OP€N _ - �- BOLLARD A\ \\\ VA A A - -- - - o - \ DIP \ RCP ' - \ INV -.UNABLE TO OPEN El POWER BOX \\ \\ \\\\` \ /) �� - '��_ \ RIM:93�.62 ELECTRIC METER `A \ ° \� N O -INV NE:929.72 \ `V INV S :929.72 MONITORING WELL INV W.JJ929.67 RIM:934.17 INV SW:930.67 O \\\ \ \\\\\\\\ \\\\ \ \ INV SE:930.7 7 co SANITARY SEWER CLEANOUT RIM:934.14 Q.04` I I WOOD FENCE NV:930.94 0 CHAINLINK FENCE I WIRE FENCE \ 1 \ ��\ \ \ \\� ,r - � / � / � , -RIM:936. q IM:934.T\%� \\`• i \ INV:915.5Q STORM SEWER LINE\ \\ V A / / \ � \ \� \�\ \ \\ -I 1 1 �' � � � \ � I � INV SE:930.87- �� \ ��, \ I _�� NVNE:930.72 �\�\ SANITARY SEWER LINE \ \ �� \ \ \\\ \ \ \ `�°� ��I\/ RIM:934.14/ \ 1 WATERMAIN \ \\\ INV:930.94 \\N DELINEATED WET LAND \ i off OVERHEAD ELECTRIC UG' UNDERGROUND TELEPHONE UNDERGROUND FIBER UNDERGROUND ELECTRIC \�� - --- / A3 UNDERGROUND GAS LINE CONCRETE PAVEMENT /A1_1 BITUMINOUS PAVEMENT AGGREGATE SURFACING 0 LANDSCAPING 0' 80' 160' BUILDING 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: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. I DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD EXISTING CONDITIONS DRAWING NO. C101 _ 2 4 3 > \2 I REMOVALS LEGEND / = CURB REMOVAL / = BITUMINOUS PAVEMENT REMOVAL = CONCRETE REMOVAL / = REMOVAL ITEM / X = TREE REMOVAL / I � 1 4_ LQ O 4� dk 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 O5 REMOVE EXISTING 6" WATER SERVICE & GATE VALVE \ > 5 I III IIIIIIIIIII II111111 II I I 11111111 �--_ __ -- � 8" DIP \ 1 I I I I--- \ D IIIIIIIIIIIIIIIIIIIII II 111111 " RCP -- ----_ I I I } IS I I I I I I I I I I I I I I I I I I I I I I I I > > > 12�> > > I II I I I I I I I I I I I I I I I I I II I I I II I II I _ _ — I 3 � --- 2 IIIIIIIII I I I I 1 7TH STREET W \ UG IIIIIIII IIIIIIIIII II 1 _ _ \ 111111 I __-- _ UG� I I I I I I II II II II II II11 II II 111111 __- ---- - - 2 2UGE, _ AUG __ _- - - ` UGE GE p \--UGC UG�UG UG�UG�UGE UGE UGC UGE UGCUG/ .,.n \ UGE-UG UGC-UG�UGEUG - TE Q 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. 8. 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. 2,` 4 1-800-252-1166. PROPERTY LINE X I AA1 I I J / \ � REMOVE AND SALVAGE / I / � — \ \ `— EXISTING AGGREGATE FUTURE DEVELOPM NT 41f / — 4t 40f 4t / L \l — — ( BILLBOARD TO BE \ \ \ BILLBOARD TO BE L _ _XX — — — — — - -- - -- — REMOVED BY OTHERS REMOVED BY OTHERS — — — — — — — — — — - - -- _ --- — —--------- - - -- - -- - - -- --_- -- --------------- ---- - _ _--------------------- -- —---- - - - ---------- --- - - -- - - -- - - _ - -- -- -- I / - --------- —— - - A- -- - - -- - — --- — — — 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 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD REMOVALS PLAN DRAWING NO. C102 REMOVALS LEGEND i CURB REMOVAL oma\ BITUMINOUS PAVEMENT REMOVAL CONCRETE REMOVAL \ / = REMOVAL ITEM \ / X = TREE REMOVAL 1 \ � 2 \ ( \ \ \ \ 5 4 3 \ \ — _— \ V v v j 4 > 12" RCP >— \ X �G� \ / / UGC - UGF- -- KEY NOTES: OSAWCUT EXISTING BITUMINOUS PAVEMENT O2 SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT OREMOVE EXISTING BITUMINOUS PAVEMENT O4 REMOVE EXISTING CURB & GUTTER O5 REMOVE EXISTING 6" WATER SERVICE & GATE VALVE 7THSTREETW ------ /X\ / 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. 8. 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. — UGF \ \ / / \ UGE- —) r__�i J FF \ I -- \ \ \ \\ \ REMOVE AND SALVAGE \ \ \ \ \ \ \ \ \ \ \ \ \ EXISTING AGGREGATE TREES TO BE REMAIN WITHIN THIS AREA EXISTINGWETLAND/ \ r )OK \ \ \ \ \ — BILLBOARD TO BE \\ \ \ \ \ / / \ — — — \ \ REMOVED BY OTHERS 1�/ \ JI \ � ��%Ne _ / �� \ \ )1w -)SK X X _ J 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD REMOVALS PLAN DRAWING NO. C103 GOLF COURSE RD (CO. RD 39) L 0' 30' 60' m 10384 OHC OHE-- OHF- OHF OHF PROPERTY LINE OHF- OHC OHE OHF OHE- OHE- OHE OHE 10340 �vx�, 10341 1 10353 - � 10354- _ 10352 10355 10365 / � 10356 V - F10-35 7 10358 10364 / / 10359 / � 10360 I I I 10361 Q10363 V � 10362 _ 1 10367 ` 10396 \ \ J \ � 10418 V A V A V A V A V A V A V A V A 158 - 10478 \ 10479 A 10477 \ 120113 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 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. I DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD TREE INVENTORY PLAN DRAWING NO. C104 i---------------------- - 120118 I 20113��. X 10444 \ X 10599 158'� 10479 � � —Q 7TH STREET W 20112 X 10522 - X10523 10521 )- 10520 10517 11055 &X 10518 CHCK 20111 PROPERTY LINE 11059 X 10528 10551 1105710548 CHCK PROPERTY LINE 20108 X X X 20109 10555 -10556 20110 10587 10546 �� 10560 10559 10589 10544 X10564 10606 �,� 10607 10611 ��10610 10614 �� 10613 •. w 10622 10620X X10621 20105 X 20104 10637 10638 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 PN. 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD TREE INVENTORY PLAN DRAWING NO. C105 10587 10646 10645 10627 X 10648 10667 110666 X10668 10669 10670 20107 20106 co I I \ I / 20105 I 20104 oo -- �o o�>- 10656 20103 20102 —� 20101 / � 7TH STREET W UGC ------------------------------------ --------------- 10654 / 20226 ,ti 20225 20220 s, i / y h 20224 i 20223 �'� X20228 k 20222 10661 i 20238 20221 / 20236 X / 20235 X 20234 - " 10712 � / k 20233 / 20230 20232 / / 20231 / I I I I � i � I 10717 k 10718 � I II I 1 =r X 10714 10719 157 ;X 10745 ,a 1 � \ I i 10740 10741 10732 10734 10733 � 10738 10749 10750 20216 : w �` 20214 F2-0-20-8]1202071 20215 0 r r 20206 20218.. 20209 : 20217 20211 20210 20219 �' 20212 k � � 20213 10772 X 10773 �' 10770 10759 , ' 10757 10768 Y X10762 10758 10767 10910 10764 10908 10746 11062 X 11063 10926 10925 10924 20654 �0 20627 206600 � 20648 k 20639 20662 20666 20669 20653 Y 20641 20626 20628 20659 20667 20668 20655 �' 20644 20649 = a . �� 20638 20652: 20640 20629 20673 20650 20645 10930 �'� 10929 20205 k 20203 20204 X 20200 20201 20199 10786 10841 10785 010847 10840 10843 10844 10848 10851 10783 �� 10846 1 10782 10864 10852 v 10867 TREES TO BE REMAIN 0X10905 k Y WITHIN THIS AREA 10902 �� 10901 �' 10903 20618 20616 20617 20614 10928 20619 20620 20615 20623 20664 20624 � 20661 � 20665 20604 20646 20622 k- �' 20670 20621 20663 � 20605 �'� 10916 10914 10915 X 10918 10919 k X10920 -X- 20656 20657 20634 20637 � � 20632 20672 20658 20674 20675 20635 20610 10879 � XXXXX 10877 10876 i ENGINEERING INC. IS PROHIBITED. IT CONTAINS 10886 10875 10887 10873 10878 10888 10874 ERMISSION OF DESIGN TREE ENGINEERING INC. 10872 STATES AND WILL SUBJECT THE VIOLATORS TO 4- EXISTING WETLAND DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 �y 20597 � 20599 20596 20600 20594 X 20602 yy� 200603 20595 20579 20608 20580 ' 20589 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD TREE INVENTORY PLAN DRAWING NO. C106 L i � I � I I � I � —UG-----UGC \, UG UGc_ \ \ I 20200 UG UG� 20195 20392 UG I 20201 20199 20198 \ � 20391 20390 �t I 20196 G�� 20389 � I I 120,38710 20386 10841 10786 20385 �` I ��10785 20 84 � 20383 �10847 10840 10844 �� 10848 10783 10843 � 10851 10782 20382 �� 10864 / X10853 10854 20381 20379 � � 10852 � 10855 20380 20378 10858 20377 \ 10880 � / 10856 10857 20376 ti 20374 I 20 10879 10884 20375 20371 7 20368 \ 20372 20369 / 10877 / 10875 10873 I TREES TO BE REAIN WITHIN THIS AREA I 20614 THE PROPERTY OF DESIGN TREE ENGINEERING INC. 20615 WITHOUT THE PERMISSION OF DESIGN TREE e`r20664 20665 �' 20604 �' 20670 THE MATERIAL HEREIN WITHOUT WRITTEN 20663 20605 20666 20669 LEGAL PROSECUTION. 20667 20668 DRAWN BY: RIK X 20673 PROJECT NO.: 00021063 20672 I DATE 20674 20675 � � 20610 203701 10889 - - 20367 °� ��► �� 10876 10886 i 10887 20366 10878 \ \ 20364 10874 10888 20365 10872 \ 20363 Ap EXISTING WETLAND 20597 �� 20362 20599 20596 ?0600 / / 20361 20594 � 20565 / `\ 20546 )602 20603 20575 / 20573 -_ _ _ __ - 20561 1'i, 20608 20590 20589 20583 20584 20558 20564 20557 � � 20560 �. 20563 20559 20562 i .. i�� :R�• �� LSill 1202 20358 m HE 59 HE 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: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. I DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD TREE INVENTORY PLAN DRAWING NO. C107 Tree Number Species Diameter (inches) NDtes 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) NDtes 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) NDtes 20523 Elm 10 20524 Elm 20 20525 Elm 20 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. / X�44 zwz"_— PRINTED NAME: MICHAEL J. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO PN. 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD TREE INVENTORY DRAWING NO. C108 GOLF COURSE RD (CO. RD 39) ° F l f T- I T FT T- I T FT T- I -F f T- I T I T- I -F F T- I -F IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 FUTURE PARKING \ \ / IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIF \ LL1�-I-L 1LI-LLULI-LLULI_LLI_LI_LLu I_L ` \--------------- ----� I\ \ \ FUTURE MULTI -FAMILY HOUSING UNIT- \ �I >\ ;-A 61.00 rn 30.67 —�--J o 0.92 0.92 59 17 M O 9.52 4.00 cN o M 2.85 17.00 17.00 TYPICAL LOT DIMENSION - - 1 1 IIA / A U�/lJ1 I I FIr1 v v — ------------- 7- I I I 1 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 \ 1 \ AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 1 I 7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE I RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 1 I 8. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED \ — _ UTILITIES. 1-800-252-1166. PROPOSED SITE LEGEND \ 0 IL — 01 ION LIMITS � / � \ / C}# CONSTP, • / \ \ \ \ n \ IB -1 BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CURB AND GUTTER RETAINING WALL TRAFFIC CONTROL SIGNAGE STREET LIGHTING \ / \\ 1 PROPERTY INFORMATION oo� V I TOTAL PROPERTY AREA DISTURBED AREA 1 • \ \ \ � \ � — I EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA S \ / DELINEATED WETLAND AREA 16.70 AC 11.5 ±AC 0.641 AC 7.384 AC 20,520 SF _j 6 cp o 9 \ 1 � e� \ \ OV 1r 19 O - \ -80 \ 1 �F o 0 34 6 7 8 9 10 5 �s \ � v IN oil mill "_. Elm 101 I i \ ----X x---- x—X— \ 0' 80' 160' DESIGN 4TREE 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 MONTI ELL , 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. I DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD CIVIL SITE PLAN (OVERALL) DRAWING NO. C201 0' 30' 60' GOLF COURSE RD (CO. RD 39) SALVAGE AND REINSTALL STREET SIGN & POST (VERIFY NEW LOCATION WITH CITY) S NDARD ONE-WAY DIRECTIONAL PEDESTRIAN RAMP PER MNDOT STANDARD PLAN NO. 5-297.250 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 OH�OHE OH€- OH€ OH€ OH€ OH€�� OH€ OHE OH€ OH€ OH€ OH€ le, OHE OHE (DHE-- OHS OH€ OH€ OHE OH€ OHE OHS =E,� OHE- OHE- OHE OHI OHE a S BITUMINOUS PAVEMENT - PROPERTY LINE CONCRETE PAVEMENT _x CONCRETE SIDEWALK 101 CURB AND GUTTER RETAINING WALL FUTURE PARKING TRAFFIC CONTROL SIGNAGE \ � � \ \ / O* STREET LIGHTING 10.00 \ \ I I I II \----------- --------------- \ 1.00 \ I I I I I \ 7t I FUTURE MULTI -FAMILY HOUSING UNIT \ I � \- - - - - - - - - - 1 �OC LP- \ -v \ STANDARD ONE-WAY DIRECTIONAL \ r PEDESTRIAN RAMP PER MNDOT STANDARD PLAN NO. 5-297.250 � \ \ \ COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF MONTICELLO STANDARD PLATE NO. 5008 1q,p \ LIMITS TRUCTION � \ CONS \ \ \ BITUMINOUS STREET REPAIR o \ O 9i, Cl* "STOP" SIGN & POST A STANDARD ONE-WAY DIRECTIONAL PEDESTRIAN RAMP PER MNDOT STANDARD PLAN NO. 5-297.250 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: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD CIVIL SITE PLAN DRAWING NO. C202 \ \ 0' 30' 60' GOLF COURSE RD (CO. RD 39) SALVAGE AND REINSTALL STREET SIGN & POST (VERIFY NEW LOCATION WITH CITY) S NDARD ONE-WAY DIRECTIONAL PEDESTRIAN RAMP PER MNDOT STANDARD PLAN NO. 5-297.250 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 OH�OHE OH€- OH€ OH€ OH€ OH€�� OH€ OHE OH€ OH€ OH€ OH€ le, OHE OHE (DHE-- OHS OH€ OH€ OHE OH€ OHE OHS =E,� OHE- OHE- OHE OHI OHE a S BITUMINOUS PAVEMENT - PROPERTY LINE CONCRETE PAVEMENT _x CONCRETE SIDEWALK 101 CURB AND GUTTER RETAINING WALL FUTURE PARKING TRAFFIC CONTROL SIGNAGE \ � � \ \ / O* STREET LIGHTING 10.00 \ \ I I I II \----------- --------------- \ 1.00 \ I I I I I \ 7t I FUTURE MULTI -FAMILY HOUSING UNIT \ I � \- - - - - - - - - - 1 �OC LP- \ -v \ STANDARD ONE-WAY DIRECTIONAL \ r PEDESTRIAN RAMP PER MNDOT STANDARD PLAN NO. 5-297.250 � \ \ \ COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF MONTICELLO STANDARD PLATE NO. 5008 1q,p \ LIMITS TRUCTION � \ CONS \ \ \ BITUMINOUS STREET REPAIR o \ O 9i, Cl* "STOP" SIGN & POST A STANDARD ONE-WAY DIRECTIONAL PEDESTRIAN RAMP PER MNDOT STANDARD PLAN NO. 5-297.250 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: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD CIVIL SITE PLAN DRAWING NO. C202 STANDARD ONE-WAY DIRECTIONAL PEDESTRIAN RAMP PER MNDOT STANDARD BITUMINOUS STREET REPAIR PLAN NO. 5-297.250 N COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF MONTICELLO STANDARD PLATE NO. 5008 STANDARD ONE-WAY DIRECTIONAL PEDESTRIAN RAMP PER MNDOT STANDARD PLAN NO. 5-297.250 T I C_* I' / / I "STOP" SIGN / / I & POST — — — — — / / > 39.12 TWINHOME / I I BITUMINOUS STREET REPAIR CD 0 0 �CL N ..� TWINHOME 3 4 \�H-7 I 7TH STREET W PROPERTY LI`,I -- TWINHOME 5 6 10' BITUMINOUS PUBLIC TRAIL 10.00 MIN. 30.67 (TYP) (TYP) 25' SETBACK E TWINHOME TWINHOME 7 8 9 10 PROPOSED SITE LEGEND NOTES: USE BY THE HOLDER OR DISCLOSURE TO OTHERS BITUMINOUS PAVEMENT 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, DESIGN TREE ENGINEERING INC. REPRODUCTION OF CONCRETE PAVEMENT ERMISSION OF DESIGN TREE ENGINEERING INC. EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING CONCRETE SIDEWALK 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR NO. I DATE DESCRIPTION TO CONSTRUCTION. 2 04/05/2022 PERMIT SUBMITTAL PLANS CURB AND GUTTER 3. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES RETAINING WALL DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. TRAFFIC CONTROL SIGNAGE 4. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE C}# STREET LIGHTING RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 5. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. O e It 11 H r \ o a TWINHOME TWINHOME 11 12 13 14 17.00 BITUMINOUS 34.3) o DRIVEWAY (TYP) � (P) oo (TYP) / / ✓ �J INFILTRATION BASIN IB -1 rn� N 10.00 TWINHOME 15 1 16 TWINHOME 17 18 o D412 CURB AND GUTTER CD M } CDTEE BOX TRAIL z 0 25' SETBACK LINE 0 0 0 M 1 2 TWINHOME 3 4 TWINHOME PROPERTY SINE _ 34.31 (TYP) 4.Oq 17.00 (TYP) -OF-WA LINE 36.85 (TYP) 5 I 6 7 8 9 I 10 11 12 13 14 15 16 TWINHOME TWINHOME TWINHOME TWINHOME TWINHOME TWINHOME 7=7 77 10.00 MIN. o - (TYP) N L, �_u 11Ir`\ `V 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: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. I DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD CIVIL SITE PLAN DRAWING NO. F 'r0 PEDESTRIAN RAMP PER MNDOT \ STANDARD PLAN NO. 5-297.250 s � \ BITUMINOUS STREET REPAIR \ COMMERCIAL DRIVEWAY ENTRANCE PER r, CITY OF MONTICELLO STANDARD PLATE NO. 5008 F • PROPOSED SITE LEGEND NOTES: ley 1,g STANDARD PLAN NO. 5-297.250 �c ' BITUMINOUS PAVEMENT 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, \ 7TH STREET W - EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS \ I 0 CONCRETE PAVEMENT 3p00 OTHERWISE NOTED. SIGN =k, / I \ I 2p p i CONCRETE SIDEWALK 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR \ 0 10.00 a o TO CONSTRUCTION. N (TYP) CURB AND GUTTER \ / 3. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES \ I \ RETAINING WALL DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO co ITRAFFIC AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. CONTROL SIGNAGE 4. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE C-# STREET LIGHTING RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. \ \ I 5. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED \ UTILITIES. 1-800-252-1166. PEDESTRIAN RAMP PER MNDOT \ STANDARD PLAN NO. 5-297.250 s � \ BITUMINOUS STREET REPAIR \ COMMERCIAL DRIVEWAY ENTRANCE PER r, CITY OF MONTICELLO STANDARD PLATE NO. 5008 F • 6 pp � TwjNHOME � SETBACK LINE ro foo ,� Y TWINHOME V "STOP" SIGN Z� 3000 TWINHOME TWINHOME TWINHOME &POST = ti Q 3 4 � 5 6 7 8 � � 9 10 �F app PEDESTRIAN RAMP PER w MNDOT STANDARD PLAN NO. 5-297.250 0 BS DRIVEWAYCONCRETE ,- - - ONC17.00 l�1 \ (TYP) (TYP) Co a- 34.31 A PEDESTRIAN RAMP PER (TYP) N o (TYP) o by 0p RIG MNDOT STANDARD PLAN NO. 5-297.250 l4iq y 6' CONcRWALK . \� INF • . ; , 19 Box r • _ �a 6' CONCRETE SIDEWALK a. 6Op "WETLAND BUFFER AREA" ^ / SIGN & POST / 40' WETLAND BUFFER LIMITS - o_ o D412 CURB AND GUTTER ------ O \ rtiy 2 o M OMF I EXISTING WETLAND "WETLAND BUFFER AREA" 17.00 � '---- A �ti (TYF 36.85: o - ----- - SIGN & POST (TYP) M ` PEDESTRIAN RAMP PER MNDOT ley 1,g STANDARD PLAN NO. 5-297.250 �c ' 7TH STREET W - 3p00 "STOP" SIGN =k, 6p/ \ & POST �0 \ 10' BITUMINOUS PUBLIC TRAIL \ - 2p p i O _ ,3�,� 0 10.00 a o .. N (TYP) 6 pp � TwjNHOME � SETBACK LINE ro foo ,� Y TWINHOME V "STOP" SIGN Z� 3000 TWINHOME TWINHOME TWINHOME &POST = ti Q 3 4 � 5 6 7 8 � � 9 10 �F app PEDESTRIAN RAMP PER w MNDOT STANDARD PLAN NO. 5-297.250 0 BS DRIVEWAYCONCRETE ,- - - ONC17.00 l�1 \ (TYP) (TYP) Co a- 34.31 A PEDESTRIAN RAMP PER (TYP) N o (TYP) o by 0p RIG MNDOT STANDARD PLAN NO. 5-297.250 l4iq y 6' CONcRWALK . \� INF • . ; , 19 Box r • _ �a 6' CONCRETE SIDEWALK a. 6Op "WETLAND BUFFER AREA" ^ / SIGN & POST / 40' WETLAND BUFFER LIMITS - o_ o D412 CURB AND GUTTER ------ O \ rtiy 2 o M OMF I EXISTING WETLAND "WETLAND BUFFER AREA" 17.00 � '---- A �ti (TYF 36.85: o - ----- - SIGN & POST (TYP) M Q 3 TW jNHOME 5 6 TWINHOME 7 8 TWINHOME PROPERTY LINE 9 10 TWINHOME x x x - 73 LF - RETAINING WALL INFILTRATION BASIN IB -3 \ "WETLAND BUFFER AREA" — SIGN & POST 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 5 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD CIVIL SITE PLAN DRAWING NO. C204 �c Q 3 TW jNHOME 5 6 TWINHOME 7 8 TWINHOME PROPERTY LINE 9 10 TWINHOME x x x - 73 LF - RETAINING WALL INFILTRATION BASIN IB -3 \ "WETLAND BUFFER AREA" — SIGN & POST 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 5 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD CIVIL SITE PLAN DRAWING NO. C204 10 � I i I � I \ I � I I / I � / / I / O � -H 00 \ O 25' SETBACK LINE 6' CONCRETE SIDEWALK "WETLAND BUFFER AREA" SIGN & POST WETLAND BUFFER AREA SIGN & POST / \ 40' WETLAND BUFFER LIMITS % /v TEE BOX TRAIL ------------- "WETLAND BUFFER AREA" SIGN & POST IS.1[Dlll�[t1�i9S1I_\�1� INFILTRATION BASIN IB -3 \ "WETLAND BUFFER AREA" SIGN & POST " Ami 25' SETBACK LINE -------------- x�k PROPERTY LINE 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. PROPOSED SITE LEGEND 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 BITUMINOUS PAVEMENT USE BY THE HOLDER OR DISCLOSURE TO OTHERS 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 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: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. I DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD CIVIL SITE PLAN DRAWING NO. C205 n � � I NOTES: 1. VEHICLE USED IN EXHIBIT IS AN E -ONE HP100 AERIAL PLATFORM. Ova \ I I � I - i 0 �\ F E-ONE-HP100 AERIAL PLATFORM / \ �9 \ \ I I-. S-10, 0" 4 A — — — — 0 W x-------x-------x x x 0 \ o� 0' 50' 100' 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. Imo_ WITHOUT THE PERMISSION OF DESIGN TREE W x-------x-------x x x 0 \ o� 0' 50' 100' 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. I DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD FIRE TRUCK TURNING EXHIBIT DRAWING NO. C206 38.31�9 9 - 10 \ 11 12 MAIN LEVEL \ MAIN LEVEL FFE=938.90 FFE=939.28 13 14 MAIN LEVEL FFE=939.66 - - 938.64 co Lql� Ilk- _ 939.02 J I - 939.40 i �� -- 0 0 o cp o N N � V C� 6.31 936.41 936. 936.79 936.99 7.08 937.17 937 3 936 937 �- 938 939 39.46 15 -- 16 _ MAIN LEVEL \ I FFE=940.06 17 18 MAIN LEVEL FFE=940.27 .. e 937.86 _ 937 �97 938.13 gill k 935.70_ 935.68' -- 935. 936.08 936.28 936.46 936.66 9 937.04 937.26 93 IGH 937.79HIGH 936.08 - - - -�- -- - ---�-- .04 - 936 Z 9�i 934.64 X934.84 935_03 935.23 935.42 - 935.68 9 _ 936.01 936_19 936.39 936_5 3� 937.31 937. -- - 7 936.77 93j 936.95 937.15 93A = _ - _ _ _ 937.73 934.50 934.48LO 935.27TC 935.66TC 5.63 936.43TC 937.20TC 937.57TC �w 4:1 SIDE SLOPES 933 936.05TC 9 G / 00 3 I 0 o rn M 931 7ROADWAY m 7 00 rn I o (.0 (0(0 (0 cco co co\� v 0) rn930 E.O.F. ELEV:934.81 m\� \ / INFILTRATION BASIN -1B" > rn - - -- ao- _ BOTTOM ELEV:930.00 - 937.39 938.17 - 938.55 - - rn TOP ELEV:934.00 �- - - - - - -93-9.7-0- - 939.85 938.93 939.32 100 -YR HWL:933.46 \ B2B 100 -YR HWL.934.48 � (D� . rn` - _- -93E L 4,1 SIDE SLOPES M MAIN LEVEL MAIN LEVEL MAIN LEVEL - MAIN LEVEL MAIN LEVEL __ - MAIN LEVEL - MAIN LEVEL - MAIN LEVEL FE- _ _ FFE=937.65 \ FFE=938.04 FFE=938.43 FFE=938.81 -- -- - - - 940 11 - � - - - - - - � --- -- _ _ E_ -. - __ --- FE= 9.58 _ - - -- _FFE= 9.95 - -- - - ------ __ X930 -9 - - - _93� - - - - ---- ---- --- -- -- - -- - -- - _ -- - -- - -- - - - -- - 14 -- - -- 15 --- 16 1 2 - 3 -936- 4 - - 7 8 - 9 - 1 - 12 - - - 13 - -- 932 - - - --- - - - - 5 _ -- - - 6 - - - - - -- 10 - -- 1 - - - - -- - - - - - -- -- - ,r 933 - a , - - - - - - - -- - -- - -- - - - -- -- ----- 934934 -- -- - - - - - - - - - - - - - -- 9 - - - _-- - -- _ •' .� ' 937.45 �. 7.84 938.23 � ' - 3 - 938.99 = - --939.38- .. , - -- - - 939. --- - - - -- - - - -- - - --- - 934 -- -- - -- - --- --- --- --- -- -- 937 ----- - -- -- -- -- - 936 - --- --- --- ---- -- - - - 9 - --- - - - - -- -- -- -- -- -- - - - - - -- ---------------�/ -- - -- - - - - - TOP OF BERM:934.50 � - - - - --- - E.O.F=933.75 \ SLOPE CONCRETE PATIO AT GRADE SWALE BETWEEN 13' WIDE SWALE 2.00% AWAY FROM BUILDING BUILDINGS (TYP) \ (TYP) \ 0' 30' 60' 94 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: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD GRADING PLAN DRAWING NO. C301 \ I 934.79 \ / KEY NOTES: GRADING LEGEND NOTES: ' / \ \ MATCH INTO EXISTING BITUMINOUS PAVEMENT =EXISTING MAJOR CONTOUR 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN 8, ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION 935 T / I HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE "STANDARD \ \ \ 936 =EXISTING MINOR CONTOUR SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR OF SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS \ \ \ MATCH INTO EXISTING CURB & GUTTER FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY ASSOCIATION OF MINNESOTA. --- - -- -937.53 / / = EXISTING CONTOUR LABEL EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING I \ \ 937.20 -100 CONSTRUCTION. \ / \ 2.00% CROSS SLOPE TOWARDS STREET 9. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES \ \ = PROPOSED MAJOR CONTOUR 2, SEE ARCHITECTURAL PLANS FOR CHANGES IN FINISHED FLOOR ELEVATIONS. i\ T \ \ \ \ BOULEVARD @ 4.00% TOWARDS BACK OF CURB 9 - 35 � ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER = PROPOSED MINOR CONTOUR 3. SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED y ti 2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 3 4 5 6 100 =PROPOSED CONTOUR LABEL 7 8 / CY) 4. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% CROSS 10. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. \\ = EXISTING SPOT ELEVATION* SLOPE IN SIDEWALK AREAS. \ s / •�� 5. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND SHALL 11. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL MAIN LEVEL XX.XX = PROPOSED SPOT ELEVATION* NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED FFE=937.40 \ \ ------- � - FFE=937.73 _ -PROPOSED SURFACE FLOW 6. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. WITHIN INFILTRATION AREAS. / \ 2 � DIRECTION 7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION 12. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & \ 2 *SPOT SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ELEVATIONS ALONG CURB & GUTTER AND OTHER WITH STATE AND LOCAL REQUIREMENTS. ARE TO FINISHED SURFACE GRADE. 1 ----- -- - REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. v 0I 13. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED \ \ ►1 UTILITIES. 1-800-252-1166. 935 1 - - \ - / %" - 2 _ - 1 GRADE SWALE BETWEEN - 934- -935 \ ue 2 _ --- --- _ _ 7TH STRE ET W 2 _ BUILDINGS (TYP) - - - - SLOPE CONCRETE PATIO AT _ _ - 2 2.00% AWAY FROM BUILDING 938.25 - 934.59 - - - -- - - - -- 934.26 934.17 934.53 0° -- - - �- - r TYP - , � UGE- --934.27 M 77 \ 71 '935.92 -q'14 T3 93 933.88 933.84 9 w/ \ 934.52 934.87 935.24 935.69 38.31�9 9 - 10 \ 11 12 MAIN LEVEL \ MAIN LEVEL FFE=938.90 FFE=939.28 13 14 MAIN LEVEL FFE=939.66 - - 938.64 co Lql� Ilk- _ 939.02 J I - 939.40 i �� -- 0 0 o cp o N N � V C� 6.31 936.41 936. 936.79 936.99 7.08 937.17 937 3 936 937 �- 938 939 39.46 15 -- 16 _ MAIN LEVEL \ I FFE=940.06 17 18 MAIN LEVEL FFE=940.27 .. e 937.86 _ 937 �97 938.13 gill k 935.70_ 935.68' -- 935. 936.08 936.28 936.46 936.66 9 937.04 937.26 93 IGH 937.79HIGH 936.08 - - - -�- -- - ---�-- .04 - 936 Z 9�i 934.64 X934.84 935_03 935.23 935.42 - 935.68 9 _ 936.01 936_19 936.39 936_5 3� 937.31 937. -- - 7 936.77 93j 936.95 937.15 93A = _ - _ _ _ 937.73 934.50 934.48LO 935.27TC 935.66TC 5.63 936.43TC 937.20TC 937.57TC �w 4:1 SIDE SLOPES 933 936.05TC 9 G / 00 3 I 0 o rn M 931 7ROADWAY m 7 00 rn I o (.0 (0(0 (0 cco co co\� v 0) rn930 E.O.F. ELEV:934.81 m\� \ / INFILTRATION BASIN -1B" > rn - - -- ao- _ BOTTOM ELEV:930.00 - 937.39 938.17 - 938.55 - - rn TOP ELEV:934.00 �- - - - - - -93-9.7-0- - 939.85 938.93 939.32 100 -YR HWL:933.46 \ B2B 100 -YR HWL.934.48 � (D� . rn` - _- -93E L 4,1 SIDE SLOPES M MAIN LEVEL MAIN LEVEL MAIN LEVEL - MAIN LEVEL MAIN LEVEL __ - MAIN LEVEL - MAIN LEVEL - MAIN LEVEL FE- _ _ FFE=937.65 \ FFE=938.04 FFE=938.43 FFE=938.81 -- -- - - - 940 11 - � - - - - - - � --- -- _ _ E_ -. - __ --- FE= 9.58 _ - - -- _FFE= 9.95 - -- - - ------ __ X930 -9 - - - _93� - - - - ---- ---- --- -- -- - -- - -- - _ -- - -- - -- - - - -- - 14 -- - -- 15 --- 16 1 2 - 3 -936- 4 - - 7 8 - 9 - 1 - 12 - - - 13 - -- 932 - - - --- - - - - 5 _ -- - - 6 - - - - - -- 10 - -- 1 - - - - -- - - - - - -- -- - ,r 933 - a , - - - - - - - -- - -- - -- - - - -- -- ----- 934934 -- -- - - - - - - - - - - - - - -- 9 - - - _-- - -- _ •' .� ' 937.45 �. 7.84 938.23 � ' - 3 - 938.99 = - --939.38- .. , - -- - - 939. --- - - - -- - - - -- - - --- - 934 -- -- - -- - --- --- --- --- -- -- 937 ----- - -- -- -- -- - 936 - --- --- --- ---- -- - - - 9 - --- - - - - -- -- -- -- -- -- - - - - - -- ---------------�/ -- - -- - - - - - TOP OF BERM:934.50 � - - - - --- - E.O.F=933.75 \ SLOPE CONCRETE PATIO AT GRADE SWALE BETWEEN 13' WIDE SWALE 2.00% AWAY FROM BUILDING BUILDINGS (TYP) \ (TYP) \ 0' 30' 60' 94 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: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD GRADING PLAN DRAWING NO. C301 \ I 934.79 934.27 34.59 935 T / I 11 935.00 934.27 936 --- - -- -937.53 937 / v I 9�s- 937.20 , _ 92 \ i\ T 9 - 35 � y ti 1 2 3 4 5 6 7 8 CY) MAIN LEVEL MAIN LEVEL MAIN LEVEL J MAIN LEVEL _ FFE=937.40 FFE=937.73 =938.12 FFE=938.51 / v 0I 937.14 937.47937.86 938.25 M c0i �, m C6 LO 0 935.32 935.18 935.20 935.24 935.43 .83 i 935.92 936.02 936.22 / / s / n 934.59 834.50 934.48 934.48LOW 934.54 934.73 934.92 935.12 \�� 935.31 935.51 - 935.03 - --- g35- / \ / - 93$ - - 4 - - --TEE BOX TRA / 934.86 934.841- OW 34 38.31�9 9 - 10 \ 11 12 MAIN LEVEL \ MAIN LEVEL FFE=938.90 FFE=939.28 13 14 MAIN LEVEL FFE=939.66 - - 938.64 co Lql� Ilk- _ 939.02 J I - 939.40 i �� -- 0 0 o cp o N N � V C� 6.31 936.41 936. 936.79 936.99 7.08 937.17 937 3 936 937 �- 938 939 39.46 15 -- 16 _ MAIN LEVEL \ I FFE=940.06 17 18 MAIN LEVEL FFE=940.27 .. e 937.86 _ 937 �97 938.13 gill k 935.70_ 935.68' -- 935. 936.08 936.28 936.46 936.66 9 937.04 937.26 93 IGH 937.79HIGH 936.08 - - - -�- -- - ---�-- .04 - 936 Z 9�i 934.64 X934.84 935_03 935.23 935.42 - 935.68 9 _ 936.01 936_19 936.39 936_5 3� 937.31 937. -- - 7 936.77 93j 936.95 937.15 93A = _ - _ _ _ 937.73 934.50 934.48LO 935.27TC 935.66TC 5.63 936.43TC 937.20TC 937.57TC �w 4:1 SIDE SLOPES 933 936.05TC 9 G / 00 3 I 0 o rn M 931 7ROADWAY m 7 00 rn I o (.0 (0(0 (0 cco co co\� v 0) rn930 E.O.F. ELEV:934.81 m\� \ / INFILTRATION BASIN -1B" > rn - - -- ao- _ BOTTOM ELEV:930.00 - 937.39 938.17 - 938.55 - - rn TOP ELEV:934.00 �- - - - - - -93-9.7-0- - 939.85 938.93 939.32 100 -YR HWL:933.46 \ B2B 100 -YR HWL.934.48 � (D� . rn` - _- -93E L 4,1 SIDE SLOPES M MAIN LEVEL MAIN LEVEL MAIN LEVEL - MAIN LEVEL MAIN LEVEL __ - MAIN LEVEL - MAIN LEVEL - MAIN LEVEL FE- _ _ FFE=937.65 \ FFE=938.04 FFE=938.43 FFE=938.81 -- -- - - - 940 11 - � - - - - - - � --- -- _ _ E_ -. - __ --- FE= 9.58 _ - - -- _FFE= 9.95 - -- - - ------ __ X930 -9 - - - _93� - - - - ---- ---- --- -- -- - -- - -- - _ -- - -- - -- - - - -- - 14 -- - -- 15 --- 16 1 2 - 3 -936- 4 - - 7 8 - 9 - 1 - 12 - - - 13 - -- 932 - - - --- - - - - 5 _ -- - - 6 - - - - - -- 10 - -- 1 - - - - -- - - - - - -- -- - ,r 933 - a , - - - - - - - -- - -- - -- - - - -- -- ----- 934934 -- -- - - - - - - - - - - - - - -- 9 - - - _-- - -- _ •' .� ' 937.45 �. 7.84 938.23 � ' - 3 - 938.99 = - --939.38- .. , - -- - - 939. --- - - - -- - - - -- - - --- - 934 -- -- - -- - --- --- --- --- -- -- 937 ----- - -- -- -- -- - 936 - --- --- --- ---- -- - - - 9 - --- - - - - -- -- -- -- -- -- - - - - - -- ---------------�/ -- - -- - - - - - TOP OF BERM:934.50 � - - - - --- - E.O.F=933.75 \ SLOPE CONCRETE PATIO AT GRADE SWALE BETWEEN 13' WIDE SWALE 2.00% AWAY FROM BUILDING BUILDINGS (TYP) \ (TYP) \ 0' 30' 60' 94 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: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD GRADING PLAN DRAWING NO. C301 KEY NOTES: GRADING LEGEND NOTES: \ \ 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN \ \ \ \ MATCH INTO EXISTING BITUMINOUS PAVEMENT =EXISTING MAJOR CONTOUR HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE 8. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION .r� \ OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND 935.2 SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR \ =EXISTING MINOR CONTOUR BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS \ / \ \ \ \ MATCH INTO EXISTING CURB & GUTTER FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY ASSOCIATION OF MINNESOTA. - \ EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING ." •l� \ J \ -100 =EXISTING CONTOUR LABEL CONSTRUCTION. _ \ 2.00% CROSS SLOPE TOWARDS STREET 9. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS �3`b .9�9FL� 9. 6 9 \ = PROPOSED MAJOR CONTOUR 2. SEE ARCHITECTURAL PLANS FOR CHANGES IN FINISHED FLOOR ELEVATIONS. BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES �'� \ 4\ BOULEVARD @ 4.00% TOWARDS BACK OF CURB ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER 9 \ \ co = PROPOSED MINOR CONTOUR 3. SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER 2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 939.40 ,- � _ - . - . d' � 100 =PROPOSED CONTOUR LABEL -93 17 is \\ 4. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% CROSS 10. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE �• g C0- = EXISTING SPOT ELEVATION* SLOPE IN SIDEWALK AREAS. RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 935.69 5. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND SHALL 11. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL \ 93 .37 9 ��`L �6, -� r XX.XX =PROPOSED SPOT ELEVATION* NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED -9 WITHIN INFILTRATION AREAS. PROPOSED SURFACE FLOW 6. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. \ % 66 7.46 DIRECTION \�, \ \ \\ \ \ 7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION 12. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & \. GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS SPOT ELEVATIONS ALONG CURB &GUTTER AND OTHER * 939.80 \ A�. \ \ SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE - � ARE TO FINISHED SURFACE GRADE. 37.55 \ \ WITH STATE AND LOCAL REQUIREMENTS. \ 1j . - - 1p REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. V %935.92 -� 6 � � 13. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES 1-800-252-1166936 . � -93,Q77 1°' T�'9j� \ �� (1 }� \ - - ' . 937.75 � = F�\9 ��L 1� � 2 �. .y - y V \ .. -` a TC --- -- - -4' ---- -- ----------- 937. - - - - ------ 937.936.95 93651 i 936.19 940.01 9- °° ; 937. � h . q _- \ � 36.34 936.45 2 937.15 937.26 �`� l� �� 936.34 937.03 > - 11 1 F, �� \ _ 7TH STREET �/ - - � - ,g L - _ SLOPE CONCRETE PATIO AT GRADE SWALE BETWEEN _ - - - � � 0� 937.06 - - -g37 __ 2 00% AWAY FROM BUILDING _ _ _ � \ BUILDINGS (TYP) _ 938.1 � .� j J 937.5 C� , .°' 936.64 96.34 - - (TYP) - - ---- -936---------� �. � 937. 937.43HIGH . cp� 9 - - - - - - 37.73- - HUGE .� :. 938.0 / 937. 7 _ C3 937.37 / -- - 937.01 \ ��940.01 ,. a , � , - _ -- - , . � � � � / 936 52 � \° �'' `� 938 �� \ / 937 - / 9 .13 \ � 7.82 �Ma' ` - -938.82 - - - _-- - 6 937.43HIGH 936.46 _ �, I 38 .� 937 02 93 � - - - - 5 y�� 937.61` 937.11 o� �- M i 0 937.73 \ 939.85 937.32 _937 - - -- 3 \ °� 935.46 0 _ 9 0 7 - Njgl V 3 4 5 6 ; -939.0,2 L - - 8 9 / 10 93 70 9344-_ _ a �Azyj / 936.51 3 MAIN LEVEL - MAIN LEVEL MAIN LEVEL - - F v� FFE-939.02 FFE-938.97 FF - - - - - - � - MAIN LEVEL L � � /-933. \ 93 .77 - \ -- - - E 937.22 _ - - FFE-936.40 � 933.90 933.78 936.44 935.73 - cfl 939.85 93.7 \ / y 935.48 OW S � � � w / ---- -- g CM o° 936.02 3 � ,935.84 a - 938.76 - - - / - - - _ e \ � 938.71 �- �\ - �9�5.94 � � - 93 � - _ rn - - - � - - . 936_ - - .. 936.40 � � - 935.48LOW ° , 935.55 o ° ° o _ - - /� \ �9 0 `9 g �F 68 936.82 1�1j `�• 939.12 - 935.79 936.95 936.98 935.48LOW �934.86 934.62 9348 ,. � 34.74 - \ \ '6)v I 935.58 \ \ 6 a --- \ ROADWAY E.O.F. �, �'%��,-936.24 936.25 - \ 935. - / 936.32HIGH 936.28 935.72 934.78,933.97 ELEV:935.81 , 33.91 ° �� 35.90 936.40 - HST i j �<- 933. '933.45LOW 933.63 \ \ �9 -�-Ir ,�936.68HIG A � �l ��936.16TC 936.08 / - = X936.51- - - 933.81 LOW 934.45 1 I 1g A . I'9 / i - - 934.16,y / \ \ 8 I ��` \ ° 936.21 �� 7-r`-� h D _ M I 1 \ ° / \936.32HIGH nj g �--� �, �� EXISTING WETLAND � \ / \ °. M � 936.1 93540 934.47 933.68 933.45LOW r �o 6�, I / ROADWAY E.O.F. 9318H1 5 1 - �..�. V \ o o ELEV:933.78 ----- j GH � - � \, 3:1 SIDE SLOPES 938.59 - 933 95, I � � 1 HI M 1 - 935. 8 7 � 938. -- -- - VA 938 71 � _ ---` � , � � ! � � �� TOP OF BERM:934.50 937.39 \ 3 8 i v MAI - - E.O.F.-934.00 \ \ � FF � � � I �� IV - E.O.F. - 933.00 \\ \ \ - - E -g38 5l MA ,\ INFILTRATION BASIN -3 934 ��/ - \y, 10' WIDE E SWALE 10 WIDE SWALE X IN LEVEL BOTTOM ELEV:930.00 933 g3 D _ FFE= MAIN LEVEL TOP ELEV:933.50 32 �� MAIN LEVEL 9 " 3 938.97 FFE=938.97 10 YR HWL•9=.65 4:1 SIDE S- LO PES 5 B2B 100 -YR HWL:933.52 INFILTRATION BASIN -2 83 -- - - -- `.� - _6- -- - 7 8 \ 9 10 - - - - - -- BOTTOM ELEV:930.00 \ + = 9,3e I 930 931 TOP ELEV:933.50 V A\ - 38.65 - 932 - --- - \ \ \ \ 36 9, : ---- ; \ + \ 934 y - 938 _ - -- - -- 938.77 - 937,45_ - - T�- - - 935 - M:934.50 B2B 100 -YR HWL:934.36 -- - i --- --_ - - - P OF BERG - 100 -YR HWL:933.14 / 9 37 - - 93 934 - TO \V - 30BOT y 937.006 938 -�_ - --- -- 937 7.30TOP _- _--- -- - - ---_--_-_-_- _- --__-_--�--_ _- -- 937 - - _ _ -_ = 45- _ _ _- _ 939.39BOT - - -- x - 39.39TOP ,9� x x x! x x- x - --x - - \ i GRADE SWALE BETWEEN / , i l - - - �� v BUILDINGS (TYP) 'i SLOPE CONCRETE PATIO AT_- \ - - - - , 2.00% AWAY FROM BUILDING 73 LF - RETAINING WALL _ 3g- - _ - -9 (TYP) _ \ / --940 0' 30' 60' � __941 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: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD GRADING PLAN DRAWING NO. C302 I \ I I \ I / I I----936--------- Oc �UGF_ I \ / 936.52uGL - / 936.17 9 13 SETBACK935.46 5.34 � �\ \ �:�' \ IN 93 70 34.58 - 10933.00Lo *0 /- 9'3.0 3 ., 933.78 o 9,30 934.86 4.18 W .80.933.97 934.45 I 34.t �\ rn M �935.18HIGH ,EE BOX TRAIL-- - - - � \ �, �✓� T \ EXISTING WETLAND \ 935.18HIGH 0, 934 933 932 v A INFILTRATION BASIN IB -3 - 931 932 933 935 934 - �- _ 25 - -- J ' SETBACK/LINE _---------- ------ 1- _-- \ �i /�� j \\\ _ ----- ------ �__-_\\0�I E 77 'IN _ _-----_ ----_ \ - - - - / 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 = EXISTING CONTOUR LABEL 10 = PROPOSED MAJOR CONTOUR = PROPOSED MINOR CONTOUR 0 = PROPOSED CONTOUR LABEL •�� = EXISTING SPOT ELEVATION* r 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: Oi MATCH INTO EXISTING BITUMINOUS PAVEMENT O2 MATCH INTO EXISTING CURB & GUTTER O2.00% CROSS SLOPE TOWARDS STREET OBOULEVARD @ 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 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. I DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD GRADING PLAN DRAWING NO. C303 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 8. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 2. THE CITY OF MONTICELLO SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED 9• ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ALL UTILITY 10. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH / CONNECTIONS SHALL BE VERIFIED IN THE FIELD. SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS / 3. THE CITY, OR AGENTS OF THE CITY, ARE NOT RESPONSIBLE FOR ERRORS AND OMISSIONS ON THE WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. SUBMITTED PLANS. THE OWNER AND ENGINEER OF RECORD ARE FULLY RESPONSIBLE FOR CHANGES / 11. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN T OF THE BUILDING FOR UNIT'S OR MODIFICATIONS REQUIRED DURING CONSTRUCTION TO MEET THE CITY'S STANDARDS. CONNECTION. 4. 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 12. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. / (PUBLIC WORKS DIRECTOR, CITY ENGINEER), THE OWNER, AND THE ENGINEER OF RECORD. 13. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA / 5. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND STORM SEWER PIPE INSTALLATIONS PRIOR RULES, PART 7560.0150 TO ACCEPTING A WARRANT FOR THE UTILITY SYSTEM; PROVIDE REPORT AND VIDEO FILES TO THE 14. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA STATE CITY FOR REVIEW. \ PLUMBING CODE. D p / 6. WATER LINES SHALL MAINTAIN A MINIMUM OF 10' OF SEPARATION FROM SANITARY SEWER AND 15. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. � STORM SEWER INFRASTRUCTURE. � �" �;- / 16. ALL IMPROVEMENTS SHALL REMAIN VISIBLE FOR INSPECTION . CONNECT TO EXISTING WATERMAIN 7. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION SIZES, LOCATIONS, / AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 17. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166 pry Sr RFFr W / •5 I O* I I I I I I �C) 0 U I a DS -1 1:933.50 VV:931.70 DETAIL) O 1p o° UGE- -UGE -UGE 23 LF - 12" RCP @ 0.52% CORE DRILL AND CONNECT TO EXISTING 40 CATCH BASIN STMH-2 175 LF - 12" RCP @ 0.52% STMH-3 EX. INV NE RTM•Q'�S Sn nrnn.nor -)� EX. INV NE:929.70 12" INV SE:930.88 12" INV NE:929.97 - EX. INV SE:929.85 12" INV W:930.88 12" INV NW:929.97 — 12" INV SW:929.85 �o o ca - - - N 4 5 I 6 7 8 9/\ 10 11 I 12 13 _ 4" PVC SDR 26 SANITARY 1" COPPER WATER SERVICE - . ,� SEWER SERVICE @ @ 8' MIN. BURY (TYP) 2.00% MIN. '•� - ' (TYPICAL) 1" CURB STOP (TYP) 6" HYDRANT T ASSEMBLY 4 CLEANOU (TYP) \ , ; C1113-3. - SANMH-1 CB -2 - 8" PVC SDR 35 SAN. SANMH-2 CB -1 8" PVC C900 WM CB -4 INFILTRATION BASIN IB -1 • APR -1 INV:930.50 go 14 15 / \ 16 6 HYDRANT ASSEMBLY Y �/ 11 i i 11 11 17 18 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 UTILITY LEGEND 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. = EXISTING HYDRANT STATES AND WILL SUBJECT THE VIOLATORS TO = PROPOSED HYDRANT COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING = EXISTING CURB STOP 9 = PROPOSED CURB STOP NO. DATE DESCRIPTION = EXISTING GATE VALVE 03/07/2022 = PROPOSED GATE VALVE O = EXISTING SANITARY MANHOLE • = PROPOSED SANITARY MANHOLE 0 = EXISTING CLEANOUT = PROPOSED CLEANOUT ;,D = EXISTING STORM MANHOLE • = PROPOSED STORM MANHOLE = EXISTING CATCH BASIN ® = PROPOSED CATCH BASIN _ = EXISTING CULVERT APRON = PROPOSED CULVERT APRON = EXISTING WATER LINE = PROPOSED WATER LINE I = EXISTING SANITARY LINE = PROPOSED SANITARY LINE = EXISTING STORM LINE = PROPOSED STORM LINE 12" INV SE:930.88 12" INV NE:929.97 - EX. INV SE:929.85 12" INV W:930.88 12" INV NW:929.97 — 12" INV SW:929.85 �o o ca - - - N 4 5 I 6 7 8 9/\ 10 11 I 12 13 _ 4" PVC SDR 26 SANITARY 1" COPPER WATER SERVICE - . ,� SEWER SERVICE @ @ 8' MIN. BURY (TYP) 2.00% MIN. '•� - ' (TYPICAL) 1" CURB STOP (TYP) 6" HYDRANT T ASSEMBLY 4 CLEANOU (TYP) \ , ; C1113-3. - SANMH-1 CB -2 - 8" PVC SDR 35 SAN. SANMH-2 CB -1 8" PVC C900 WM CB -4 INFILTRATION BASIN IB -1 • APR -1 INV:930.50 go 14 15 / \ 16 6 HYDRANT ASSEMBLY Y �/ 11 i i 11 11 17 18 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD UTILITY PLAN DRAWING NO. C401 UTILITY LEGEND NOTES: \: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE \ EXISTING HYDRANT PROPOSED HYDRANT APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR $ = RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION \ I AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT EXISTING CURB STOP 6 = PROPOSED CURB STOP SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. / \ I 2. THE CITY OF MONTICELLO SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL EXISTING GATE VALVE = PROPOSED GATE VALVE COSTS INCURRED THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ALL UTILITY CONNECTIONS SHALL BE VERIFIED IN THE FIELD. EXISTING SANITARY MANHOLE • = PROPOSED SANITARY MANHOLE \ 3. THE CITY, OR AGENTS OF THE CITY, ARE NOT RESPONSIBLE FOR ERRORS AND % \ \ •. © OMISSIONS ON THE SUBMITTED PLANS. THE OWNER AND ENGINEER OF RECORD \ �o =EXISTING CLEANOUT =PROPOSED CLEANOUT ARE FULLY RESPONSIBLE FOR CHANGES OR MODIFICATIONS REQUIRED DURING CONSTRUCTION TO MEET THE CITY'S STANDARDS. 6" HYDRANT / — \ \ `v = EXISTING STORM MANHOLE • = PROPOSED STORM MANHOLE 4. ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE COMPLETED IN ASSEMBLY / \ ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. COPIES OF ALL TEST \ Dip \ I = EXISTING CATCH BASIN ® = PROPOSED CATCH BASIN RESULTS SHALL BE SUBMITTED TO THE CITY (PUBLIC WORKS DIRECTOR, CITY 6 ENGINEER), THE OWNER, AND THE ENGINEER OF RECORD. '. EXISTING CULVERT APRON = PROPOSED CULVERT APRON 5. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND STORM SEWER PIPE I , WmA N, A �; IV% I \ 75 I _ \ 76) \ INSTALLATIONS PRIOR TO ACCEPTING A WARRANT FOR THE UTILITY SYSTEM; CONNECT TO EXISTING PROVIDE REPORT AND VIDEO FILES TO THE CITY FOR REVIEW. � WATERMAIN =EXISTING WATER LINE I =PROPOSED WATER LINE 6. WATER LINES SHALL MAINTAIN A MINIMUM OF 10' OF SEPARATION FROM SANITARY \ / \ \ SANMH-7 = EXISTING SANITARY LINE = PROPOSED SANITARY LINE SEWER AND STORM SEWER INFRASTRUCTURE. \ \ 7. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND EXISTING STORM LINE =PROPOSED STORM LINE ELECTRICAL CONTRACTORS. • •" "". • � ` 8. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE S� RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF REST W _ MINNESOTA. 1" COPPER WATER SERVICE I \ UGC 9. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. @ 8' MIN. BURY (TYP)- G UGF uGe uGe uce uG uG€ uce uG€- UG 10. 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. �p� / \ \ \ INSULATE CROSSINGS WITH STORM SEWER. 11. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN Y OF THE BUILDING SANMH-3 a' FOR UNIT'S CONNECTION. \ ��o 12. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. 1" CURB STOP (TYP) Q Y \ \ 13. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE Cb Z — PER MINNESOTA RULES, PART 7560.0150 / BPVC\ 3 4 5 6 7 / 14. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE C9pp 8p l / \ \ $ 9 10 MINNESOTA STATE PLUMBING CODE. wM VCSOR3 `$ 6" HYDRANT / \ \ / \ i SS CB -6 ASSEMBLY / 4" PVC SDR 26 SANITARY / \ / \ 15. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE SEWER SERVICE @ 2.00% MIN. - - PLUMBING CODE. CB -8 • I (TYPICAL) � • " • •� � . � _ I . = 16. ALL IMPROVEMENTS SHALL REMAIN VISIBLE FOR INSPECTION . SANMH-4 _ - ° 17. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. ' 4 CLEANOUT (TYP) - 1-800-252-1166 ' - �./ / � , • - ., -, _. 6" HYDRANT ASSEMBLY - CB -7 - �. STMH-1 - 6" HYDRANT ASSEMBLY . 9 /. APR -2 .. - ...., , APR -3 X19 — INV:932.60 - \� SANMH-5 - _ 8" PVC SDR 35 SAN. SANMH-6 8" PVC EXISTING WETLAND C900 WMA � � - \ \ : • - CB -10 I �~�r1V Y \ / // _ — _ — - APR -4 APR -5 I ' INV:930.25 NV:930.00 20 LF - 12" RCP @ 0.50% OS -2 - -�- \ RIM:933.00 7\ $ INFILTRATION BASIN 12" INV:930.35 10 — — IB -3 (SEE DETAIL) \ ,6 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD UTILITY PLAN DRAWING NO. C402 :D SEE SHEET C401 FOR STORM 31 LF - 21" RCP @ 0.50% I I I NOTES: / SEWER CONTINUATIONI m o . � + 31 LF -21 RCP 0.50% I I I 1. ALL DIMENSION SHOWN ARE TO FLOW LINE, OR EDGE OF PAVEMENT, UNLESS I ----- - I I c� CB -1 I I I OTHERWISE NOTED. a \ CB -2 I I I I 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO U, I PT:2+72.95 I CONSTRUCTION. 1 0 2 I a . I I I I 0 20' 40' \ W v Q APR -1 Ln INV:930.50 I I I I N M _ I I U Ln I 1 t I n I� I i 00 I � I I I r I I •- � I I P STANDARD ONE-WAY ;� _ � �. • `, / I DIRECTIONAL �ANMH-1 PEDESTRIAN RAMP PER I 10.00 STMH-2 MNDOT STANDARD PLAN I ° NO. 5-297.250 I 159 CP @ O.S2% o0 3� . � co o I A o x ti Q . . e o COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF MONTICELLO STANDARD PLATE N0. p0 00000000 00° 5008 �� ,'�� INFILTRATION BASIN IB -1 I , 8 PVC C900 WNi OS -1 I I II I \ PI: 0+45.07 S510 40' 2"W 1+00 I I o+oo - � PI: 0+ .29 PC. 1+11.20 D412 CURB & GUTTER (TYP) .0O / STANDARD ONE-WAY DIRECTIONAL PEDESTRIAN \ u I I RAMP PER MNDOT STANDARD PLAN NO. I I I 5-297.250 CONSTRUCTION LIMITSI I - CONSTRU� •T• � � � � I SUBSURFACE UTILITY NOTE THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED GOPHER STATE ONE CALL ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF TEE B TRAIL 1-800-252-1166 EXISTING SUBSURFACE UTILITY DATA". CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES. 940 HIGH PT STA = 1+26.10 940 935 930 925 924 v 7TH STREETS W (� rn � N N 00 Nr ,1- M + m O -- w PVIS:0+45.07 PVIE: 934.16 HIGH PT ELEV = 935. PVI STA = 0+93.29 PVI ELEV = 935.76 A. D. =3.8 K = 23.5 90' VC EXISTING G ADE 159 LF - 12" RCP @ 0.52010 CB -1 - 048"---,, STA 2+92.7 15.4R RIM=934.51 INV=930.66 (NE) 21" RCP THE PROPERTY OF DESIGN TREE ENGINEERING INC. LOW PT STA = 2+92.69 WITHOUT THE PERMISSION OF DESIGN TREE INV=9 0.66 (W -212'M' LOW PT ELEV = 934.84 - 048" OS -1 - 04811--1STA ON VIOLATES THE COPYRIGHT LAWS OF THE UNITED PVI STA = 2+94.08 2+92.8 15.6L STA 0+66.3 53.OL STA 2+03.7 38.OR PVI ELEV = 934.72 M co RIM=934.50 A.D. = 1.07 5.50 RIM=933.37 O 3 K = 84.0 0.81 (SE) 18" RCP INV=9 0.88 (SW) 12" RCP INV=931.70 (NE) 12" RCP 90' VC m o, N `V"' FINISHED GRADE It INV=9 0.88 (SE) 12" RCP M GO L1') M m + CO O L!') 01, co -I co rn U -0.52% + `y O-, w > w ,. 935 EXISTING G ADE 159 LF - 12" RCP @ 0.52010 CB -1 - 048"---,, STA 2+92.7 15.4R RIM=934.51 INV=930.66 (NE) 21" RCP 0+00 1+00 2+00 3+00 930 925 924 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 INV=9 0.66 (W -212'M' STMH- - 048" OS -1 - 04811--1STA ON VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO 2+92.8 15.6L STA 0+66.3 53.OL STA 2+03.7 38.OR N M co RIM=934.50 RIM=9 5.50 RIM=933.37 O 3 INV=9 0.81 (SE) 18" RCP INV=9 0.88 (SW) 12" RCP INV=931.70 (NE) 12" RCP m INV=93 .81 (SW) 21" RCP INV=9 0.88 (SE) 12" RCP M co m -- ------------ 0+00 1+00 2+00 3+00 930 925 924 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 co THE MATERIAL HEREIN WITHOUT WRITTEN ON VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING M N M co � N 04/05/2022 O 3 co � co 00 m It M pMj M m M co m co Mj p co pMj co 0+00 1+00 2+00 3+00 930 925 924 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 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD __j 3 07/05/2022 LI STREET/ STORM SEWER PLAN &PROFILE DRAWING NO. C403 N11 N\ OS -1 (SEE DETAIL) 1+50 2+00 3+00 4+00 5+00 6+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. LOW PT STA = 2+92.69 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. LOW PT ELEV = 934.84 STATES AND WILL SUBJECT THE VIOLATORS TO PVIS: 5+33.01 COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 PVI STA = 2+94.08 1 03/07/2022 PUD DEVELOPMENT PLANS PVI E: 936.04 I 3 u /I PVI ELEV = 934.72 APR -1 INFILTRATION BASIN IB -1 CB -4 - 048" 6 K = 84. i STA 5+33.0 15.4R s 6— - g - RIM=935.71 s, INV:930.50 M M M + rn + m 0.55% Fiji -0.52% N M w Uj U Lnv 935 m w EXISTING GRADE 0 20' 40' -- — — e e 240 LF - 18" RCP @ 0.50% CB -3 - 048" 930 CB -1 - 048" CB -2 - 060" STA 5+33.0 15.51- 930 RIM=934.51 RIM=934.50 RIM= INV=932.01 (SW) 1!" 35.70 RCP 1 2 3 4 RCP 5 6 7 g INV=930.66 (W) 21" RCP 9 10 338 LF - 8" PVC SDR 35 @ 0.40% 925 -------------------- $ F - VC C90 NOTES: 925 . 1. ALL DIMENSION SHOWN ARE TO FLOW LINE, OR EDGE OF PAVEMENT, UNLESS . OTHERWISE NOTED. . 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO SUBSURFACE UTILITY NOTE CONSTRUCTION. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDGOPHER TEE B TRAIL 920 STATE ONE CALL ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF 920 1-800-252-1166 EXISTING SUBSURFACE UTILITY DATA". CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES. NO c) m O 00 c0 p 00 � N m r 00 N co 00 940 M 940 c0 L6 co � co � co 6 M co � pm 8" PVC C900 W1 F 936 PI: +04.28 D412 CURB & GUTTER (TYP) IFm mew 1+50 2+00 3+00 4+00 5+00 6+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. LOW PT STA = 2+92.69 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. LOW PT ELEV = 934.84 STATES AND WILL SUBJECT THE VIOLATORS TO PVIS: 5+33.01 COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 PVI STA = 2+94.08 1 03/07/2022 PUD DEVELOPMENT PLANS PVI E: 936.04 I 3 u /I PVI ELEV = 934.72 APR -1 INFILTRATION BASIN IB -1 CB -4 - 048" 6 K = 84. i STA 5+33.0 15.4R s 6— - g - RIM=935.71 s, INV:930.50 M M M + rn + m 0.55% 935 -0.52% N M w Uj U Lnv 935 m w EXISTING GRADE 0 20' 40' -- — — e e 240 LF - 18" RCP @ 0.50% CB -3 - 048" 930 CB -1 - 048" CB -2 - 060" STA 5+33.0 15.51- 930 RIM=934.51 RIM=934.50 RIM= INV=932.01 (SW) 1!" 35.70 RCP 1 2 3 4 RCP 5 6 7 g INV=930.66 (W) 21" RCP 9 10 338 LF - 8" PVC SDR 35 @ 0.40% 925 -------------------- $ F - VC C90 NOTES: 925 . 1. ALL DIMENSION SHOWN ARE TO FLOW LINE, OR EDGE OF PAVEMENT, UNLESS . OTHERWISE NOTED. . 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO SUBSURFACE UTILITY NOTE CONSTRUCTION. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDGOPHER TEE B TRAIL 920 STATE ONE CALL ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF 920 1-800-252-1166 EXISTING SUBSURFACE UTILITY DATA". CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES. NO c) m O 00 c0 p 00 � N m r 00 N co 00 940 M 940 c0 1+50 2+00 3+00 4+00 5+00 6+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. LOW PT STA = 2+92.69 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. LOW PT ELEV = 934.84 STATES AND WILL SUBJECT THE VIOLATORS TO PVIS: 5+33.01 COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 PVI STA = 2+94.08 1 03/07/2022 PUD DEVELOPMENT PLANS PVI E: 936.04 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 PVI ELEV = 934.72 A.D. = 1.07 CB -4 - 048" K = 84. i STA 5+33.0 15.4R 90' VC FINISHED GRADE 4- RIM=935.71 INV=932.16 (NE) 15" RCP co Ln 00 � C) rn o rn M M M + rn + m 0.55% 935 -0.52% N M w Uj U Lnv 935 m w EXISTING GRADE -- — — 240 LF - 18" RCP @ 0.50% CB -3 - 048" 930 CB -1 - 048" CB -2 - 060" STA 5+33.0 15.51- 930 RIM=934.51 RIM=934.50 RIM= INV=932.01 (SW) 1!" 35.70 RCP SUMP=927.66 INV=930.81 (SE) 18" RCP INV=932.01 (NW) 1i" RCP INV=930.66 (NE) 21" RCP INV=930.81 (SW) 2L" RCP INV=930.66 (W) 21" RCP 338 LF - 8" PVC SDR 35 @ 0.40% 925 -------------------- $ F - VC C90 NOTES: 925 1. ALL DIMENSION SHOWN ARE TO FLOW LINE, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 920 920 N co O NO c) m O 00 c0 p 00 � N m r 00 N co 00 coM M co c0 L6 co � co � co 6 M co � 1+50 2+00 3+00 4+00 5+00 6+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 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 STREET/ STORM SEWER PLAN &PROFILE DRAWING NO. C404 ILI im r -fir vi DIRECTIONAL CB -8 PEDESTRIAN RAMP PER , NA �11 w1w R, I on MNDOT STANDARD PLAN 11INIM111-11-4 NO. 5-297.250 � , r.1i EkkSTANDARD ONE-WAY iii NIL 6 7 8 9 10 e11 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 U - -`I 17 18 �I 11 12 13 14 I 15 16 TEE BOX TRAIL 19 III GOPHER STATE ONE CALL 1-800-252-1166 940 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 CC 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 M 07 1 03/07/2022 PUD DEVELOPMENT PLANS 2 maim PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 M 00M Elm + C) Jim MINIM PVIS- 10+22.79 6� w 0 C SDR 35 SAN. PVIE- 935.83 > a 936 +04.28--/ 93? PC: 8+ 15 23 0.53% -168% D412 CURB & GUTTER (TYP) 0.50% 935 CB -6 - o4811 935 EXISTING GRADE — — - - - - — - M ^ o HIGH PT STA = 8+71.8 N ^ o STA 10+22.9 22.1L ^ o L HIGHPT ELEV 937.79 N o T RIM=935.48 rn iii NIL 6 7 8 9 10 e11 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 U - -`I 17 18 �I 11 12 13 14 I 15 16 TEE BOX TRAIL 19 III GOPHER STATE ONE CALL 1-800-252-1166 940 5+50 6+00 7+00 9+00 10+00 10+50 DESIGNATREE 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 M 07 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 FINISHED GRADE + C) LO rn PVIS- 10+22.79 6� w PVIE- 935.83 > a 0.53% -168% 0.50% 935 CB -6 - o4811 935 EXISTING GRADE — — - - - - — - M ^ o HIGH PT STA = 8+71.8 N ^ o STA 10+22.9 22.1L ^ o L HIGHPT ELEV 937.79 N o T RIM=935.48 rn 00 PVI STA = 8 95.7 r) M + a)INV=932.91 (SW) 12" RCP PVI ELEV = 37.7 Iii U U A.D. =2.21 w UU cfi Do m K= 40.7 w w CB -5 - 048" 90, VC STA 10+24.4 16.OR RIM=935.48 930 SUMP=929.72 INV=932.72 (NE) 12" RCP 930 INV=932.72 (S) 12" RCP Li ------ 8" PVC C900 WATERMAIN 925 338 LF - 8" PVC SDR 35@ 0.40% 135 LF - 8" PVC SDR 35 @ 0.40% 925 NOTES: 1. ALL DIMENSION SHOWN ARE TO FLOW LINE, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 920 920 N co M M M CO (0 N co 07 Cfl O N N CO � L co ti M M (q L p O N r N 07 M M co (0 co M rn co co rn M C6 co co rn M co co rn co M co rn co M M co M M M rn M MLO rn M M M 0') 0') 0') 0') 0') M M a) 5+50 6+00 7+00 9+00 10+00 10+50 DESIGNATREE 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 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 STREET/ STORM SEWER PLAN &PROFILE DRAWING NO. C405 CB -6 SANMH-4 CB -5 )i<�IPCC: 10+46.11 APR -2 INV:932.60 7 mmr 11 .00 SWO 243 LF 15" RCP 0.50% ppp logo -low 77, pVC SL_ APR -3 TI C01 8" PVC C900 WM IP 935 'A SMIS 41 . . o . P . . . I. P 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 R50.00 � APR 4 - EV = 933.81 . 2 04/05/2022 . o 3 07/05/2022 . 0 STMH-1 .P . SUBSURFACE UTILITY NOTE THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED TEE BOX TRAIL 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 LOW PT STA = 14+22.31 40' GOPHER STATE ONE CALL 1-800-252-1166 940 10+50 11+00 12+00 13+00 14+00 15+00 15+50 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 5 N/ 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 LOW PT E EV = 933.81 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 STMH-1 - 048" PVI STA 14+01.56 PVIS: 15+40.05 STA 11+78.7 7.OL PVI ELEV = 933.48 PVIE: 934.87 RIM=936.24 A. D. = 3.72 INV=931.54 (NW) 15" RCP K 24.2 INV=931.54 (E) 15" RCP 901 VC PVIS: 10+67.84 FINISHED GRADE 4- PVIE: 935.83 10 Im Ln Ln m 0.50% \ � Im -0.50% + M + CB -7 - 048" � w ,� w 935 STA 10+67.8 16.OR �2. �2% v m v w 935 7 NV=932.48 (SW) 12" RCP \-HIGH PT ELEV = 936.68 Ln N w 1.00% Ln - ' t0 M i -- �� - - INV=932.48 (NE) 12 RCP m � PVI STA = 12+76.74 rn m _ - PVI ELEV = 936.87 L > ; A.D. =3.22 lii 66 > ; -� m m K=28.0 w w 107 LF - 15" RCP @ 0.70% 90' VC EXISTING GRADE C13-9 - 048" - - _STA 14+22.9 15.5L RIM=933.48 243 LF - 15" RCP @ 0.50% INV=930.33 (W) 15" RCP C13-8 - 048" INV=930.33 (S) 15" RCP\_ STA 10+69.3 22.1L 930 RIM=935.48 - 930 INV=932.29 (SW) 12" RCP CB -10 - 048"INV=932.29 (SE) 15" RCP STA 14+22.9 16.OR RIM=933.45 SUMP=927.17 INV=930.17 (N) 15" RCP INV=930.17 (S) 18" RCP „PVC C900 WAT \___ERMAIN 317 LF - 8" PVC SDR 35 - .61% 925 - 925 135 LF - 8" PVC SDR 35 @ 0.61° o NOTES: 1. ALL DIMENSION SHOWN ARE TO FLOW LINE, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 920 920 17 � LO � N N c� _ CSO ti 00 co � � � rn _t (� rn U1 cIt c co rn M M m M M M co 0) (6 M r rn co co M co Ch co co Ch co co 4 co O) 0') 0') 0') 0') 0') 0') 0') 0') 0') 10+50 11+00 12+00 13+00 14+00 15+00 15+50 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 5 N/ 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 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 STREET/ STORM SEWER PLAN &PROFILE DRAWING NO. C406 , • 20 STANDARD ONE-WAY DIRECTIONAL / \ 20 / I y � PEDESTRIAN RAMP PER MNDOT STANDARD PLA N STANDARD ONE-WAY / I ° V N0.5-297.250 _ _ DIRECTIONAL o J — PEDESTRIAN RAMP PER / / ► c�6, ,� / I M N DOT STANDARD PLAN I / o NO. 5-297.250 • COMMERCIAL DRIVEWAY ENTRANCE PER / CB -5 a P° �. P • Rr CITY OF MONTICELLO STANDARD PLATE NO. k O0 5008 S CB -6..o...,. I ' APR -2 INV:932.60 936 PI: 1 +52.00 PI: 1 +70.12 1 O 00 Q�' SANMH-4 /N25° 04'34"E \ \ 1+00 SANMH-7 Z 4 I _ APR -3 0 8" PVC SDR 35 SAN. \ INV:932.60 0o r 8" PVC C900 WM C%4 I v - CB -8 CB -7 D412 CURB & GUTTER (TYP) I _ I I I I I f STANDARD ONE-WAY I STANDARD ONE-WAY \ — s DIRECTIONAL I = U DIRECTIONAL 32 0) PEDESTRIAN RAMP PER (n PEDESTRIAN RAMP PER MNDOT STANDARD PLAN / I �I — MNDOT STANDARD PLAN / \ I I I I I I< p \ NO. 5-297.250 \ NO. 5-297.250 I rn rn \ \ I \ I \ e \ 0 20' 40' I 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. NOTES: 1. ALL DIMENSION SHOWN ARE TO FLOW LINE, OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 92EI Me 0+00 1+00 2+00 2+50 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 PVIS- 1+52.00 EXISTING 7TH STREET W DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN FINISHED GRADE 4-PVIE: 936.70 STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING PVIS:0+00.00 CHECKED BY: JEA NO. DATE DESCRIPTION 1 03/07/2022 PVIE: 935.94 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 0 — 0.50 /o -2.27% _ _ � 935 — PVI 935 :1+70.12 — P IE: 936.29 EXISTING GRADE 930 930 8" PVC 900 WATERMAIN 925 925 183 . 8 p�C SDR 3S � 920 3.26, 920 N O It � M M L) M C'') CO M C'') (6 M co M 0) 0) a) a) 0+00 1+00 2+00 2+50 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 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 STREET/ STORM SEWER PLAN &PROFILE DRAWING NO. C407 I I :D - _- 4�PVC SDR 26 SANITARY NOTES: SEWER SERVICE @ 2.00/ N I I I I I I I MIN. M m 1. SEE SHEETS C401 & C402 FOR ADDITIONAL UTILITY NOTES. TYPICAL 2. SERVICES SHOWN BEYOND RIGHT OF WAY ARE FOR REFERENCE ONLY. --- - - - - - - - - - - - I M CB -1 I I I I I I 3. ALL WATER SERVICES SHALL INCLUDE 1 CORP. STOP, 1 COPPER WATER SERVICE, \ _ CB -2 & 1 CURB STOP. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. — 1 M I PT: 2+72.95 I I I I 0 20' 40' 5. WATER LINES SHALL MAINTAIN A MINIMUM OF 10 OF SEPARATION FROM SANITARY I 2 Ia a I I I SEWER AND STORM SEWER INFRASTRUCTURE. \ � � ° ` Q APR -1 I 6. MAINTAIN 18" SEPARATION BETWEEN WATERMAIN, SANITARY SEWER, AND STORM I I: m P N INV:930.50 I SEWER AT CROSSINGS. ` 4" CLEANOUT (TYP) M m I I I IIS U a 1 \ 1" CURB STOP (TYP) a I I = I I / I o0 co I I M I cn I ° ° ° I • I \ 1" COPPER WATER SANMH-1 — I I STMH-2 - SERVICE @ 8' MIN. I a a a \ BURY (TYP) 8" 450 BEND I I I I _ • o. � c0� � A, I I CONNECT TO EXISTING WATERMAIN �X \ (FIELD VERIFY DEPTH & LOCATION) / I \ 8"x8" TEE 8" 11.250 BEND I I I 8" GATE VALVE°°°°°°° I � G ; � � INFILTRATION BASIN IB -1 I � \ \ co, 8" PVC C900 WM � / OS -1 >/ I I II I I I I (SEE DETAIL) PI: 0+45.07 I 1+00 _ ° \A 0+00 / 8 45 BEND — / I I I LPC- 1 +11.20 /PI: 0+ .298"x8" TEE I 8" GATE VALVE ISTING HYDRANT - � _ I I 10 - REMOVE EXISTING 6" WATER _ SERVICE AND GATE VALVE 1 PLUG AT WATERMAIN) ) 8" PLUG I I I I CONSTRUCTION LIMITS I I SUBSURFACE UTILITY NOTE THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED GOPHER STATE ONE CALL ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF TEE B TRAIL 1-800-252-1166 EXISTING SUBSURFACE UTILITY DATA". CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES. 940 940 935 930 925 924 EXISTING GRADE (� CONNECT TO EXISTING WATERMAIN (FIELD VERIFY DEPTH & LOCATION) 8"x8" TEE 8" GATE VALVE 8" PVC C900 WATERMAIN FINISHED GRADE 1 8' MIN COVER SANMH 1 - 048" STA 2+32.7 RIM=935.03 INV=927.03 (SE) 8" PVC 18" MIN. SEPARATION 0+00 1+00 2+00 3+00 935 930 925 924 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 ON VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING C', N CM 00 It 03/07/2022 PUD DEVELOPMENT PLANS C:, 04/05/2022 00 � C0 00 rn co co O') � M O') m M M m m m � M 07 � M 07 0+00 1+00 2+00 3+00 935 930 925 924 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 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 SANITARY SEWER/ WATERMAIN PLAN & PROFILE DRAWING NO. C408 . a a a . . • 2 a 3 4 5 C, 6 - 7\ 8 - 9 10 - 11 12 - 8" PLUG \ 937.14 937.47 11'937.86 I 938.25 938.64 939.02 I I I 4" PVC SDR 26 SANITARY I _ SEWER SERVICE @ 2.00% MIN. _00 Ln J 8x8 TEE (TYPICAL) Lq �, I - N - " II p� M ^ N M O + O OJ N N O 7 N - ~ O M - n +� +4'.'a M� +io +� In +ui +u� 8 GATE LVE e• N N N N II N + N + N 111 O N N +r, N �> I' > N a <> > �> �> V) Z V) Z Z >VI H> � ZH935.49 0 p cn z p cn z p o p Z pv p v o �" v u v v(qb o 935.32935.27 935.26 935.30.37 935.46 935.56 935.66 935.9 936.05 936.16 A IL 936.24 936.35 936.44 936.55 936.63 936. 936.93 937.01 937.11 / 8" 45° BEND a . s 7 D. / D C ° 4 4 . D b e G b° E- C e b . 4 b } . 4 D' . 1 b• b $ e - v� CB -2 6" HYDRANT ASSEMBLY CB -3 4" CLEANOUT (TYP) J _ - SANMH-1 3+00 g35 4+00 8" PVC SDR 35 SAN. SANMH-2 6+00 8 PVC C900 W M - - - - - - - - - - - - I 936 I I I I PT- 2+72.95 8"x6" TEE TO HYDRANTPI: 6+04.28 8" GATE VALVE PI: 4+39.51 VERTICAL OFFSET SERVICES 8" 450 BEND - (MAINTAIN, 18" SEPARATION, \ 1kces-1 PROVIDE 4" RIGID INSULATION) CB -4 NOTES: 4 RIGID INSULATION AT 1 CURB STOP (TYP) 835.87 16 935.92 936.01 06 936.26 936.32 936.40 \ 936. 936.66 936.72 936.80 936.85 937. 93 .2 937.42 937.47 937.55 1. SEE SHEETS C401 & C402 FOR ADDITIONAL UTILITY NOTES. \ UTILITY CROSSING Lf1 In O O O O N N 2. SERVICES SHOWN BEYOND RIGHT OF WAY ARE FOR REFERENCE ONLY. N N a N N Ln o 3. ALL WATER SERVICES SHALL INCLUDE 1" CORP. STOP, 1" COPPER WATER SERVICE, `" ;; II � II6 In ;; ;; II 1° IM &1"CURB STOP. �� a.. Q.. Q.. ¢.. Q.. Q.. Q.. Q.. a.. 1" COPPER WATER �' Z Z U) z U0 z ~ z V z ~> �z �z �z �Z 0 0- .p'-" o o- o- o- 0 - ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. SERVICE @ 8' MIN.- - - - - 5. WATER LINES SHALL MAINTAIN A MINIMUM OF 10' OF SEPARATION FROM SANITARY BURY (TYP) 8 6 8 g ` SEWER AND STORM SEWER INFRASTRUCTURE. 937.39 937.78 938.17 938.55 938.93 6. MAINTAIN 18" SEPARATION BETWEEN WATERMAIN, SANITARY SEWER, AND STORM o 20' 40' \ \ \ \ SEWER AT CROSSINGS. 7 8 9 1O 7. SANITARY SEWER SERVICE INVERTS SHOWN AT 2.00% SLOPE FROM MAIN. EEEJ 1 2 3 4 Jr 6 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 TRAIL 1-800-252-1166 EXISTING SUBSURFACE UTILITY DATA". CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES. 940 940 1+50 2+00 3+00 4+00 5+00 6+00 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 FINISHED GRADE 4- 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 0.55% NO. DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS -0.52% 935 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 935 - EXISTING - - - - GRADE - - - - - - - - SANMH 1 - 048" STA 2+32.7 RIM=935.03 SANMH-2 - 048" INV=927.03 (SE) 8" PVC STA 5+71.3 L 930 RIM=936.08 930 8' MIN COVER INV=925.6 NW PV INV=925.58 (SE) 8" PVC 338 LF - 8" PVC SDR 35 @ 0.40% 18" MIN. SEPARATION 925 A z 925 8" PVC C900 WATERMAIN VERTICAL OFFSET SERVICES (MAINTAIN, 18" SEPARATION, PROVIDE 4" RIGID INSULATION) 920 920 N O � cn a) O 00 W p co m N � 1- 00 N co 7 M M O co L6 m M O L6M M m M M 0) 4 co M m L6 M6 M 0) co M M 0) co Ui M M 0) Uf co co 0)M C6 It co C6 M 0') 1+50 2+00 3+00 4+00 5+00 6+00 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 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 SANITARY SEWER/ WATERMAIN PLAN & PROFILE DRAWING NO. C409 937.99 UTILITY CROSSING 938.52 9.54 L 938.52 1 1938.32 "Q.. ERMISSION OF DESIGN TREE ENGINEERING INC. U Ln Ln r,j M N O Ln Ln 00 CHECKED BY: JEA d N FINISHED GRADE t J936.80 939.85 PUD DEVELOPMENT PLANS ^ N >U 17 -)H L o z Q 2 936.85 937.0 93 .2 937.42 937.47 937.55 �w 1937.61 937.81 937.86 937.93 Ln Ln O O01 13 14 N N 01 / + � Ln w v: + N 0.53% � O � 10 ^ Q Q O? Q cn -1.68 Q rj T 12 ^ 01 1 14 + N z 16 0.50% 935 Ln O cn z o 938.64 - _ - - - �' MIN COVER - cn z O� cn z 0 - 935 EXISTING RADE � 939.02 > cnz 939.40 -- 939.80 SAN M H-3 - 048" STA 5+71.3 L STA 9+09.4 938.55 RIM=936.08 938.93 RIM=937.61 939.32 INV=925.68 (NW) 8" PVC INV -9 4.23 (NW) 8" PVC INV=925.58 (SE) 8" PVC INV- 24.13 (SE) 8" PVC \6 7 8 9 10 11 12 ; 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 18" MIN. SEPARATION 925 338 LF - 8" PVC SDR 3 mmmm @ 0.40% 925 NOTES: 1. SEE SHEETS C401 & C402 FOR ADDITIONAL UTILITY NOTES. 135 LF - 8" PVC SDR 35 @ 0.40% 2. SERVICES SHOWN BEYOND RIGHT OF WAY ARE FOR REFERENCE ONLY. 3. ALL WATER SERVICES SHALL INCLUDE 1" CORP. STOP, 1" COPPER WATER SERVICE, & 1" CURB STOP. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5. WATER LINES SHALL MAINTAIN A MINIMUM OF 10' OF SEPARATION FROM SANITARY SEWER AND STORM SEWER INFRASTRUCTURE. 6. MAINTAIN 18" SEPARATION BETWEEN WATERMAIN, SANITARY SEWER, AND STORM SEWER AT CROSSINGS. 920 7. SANITARY SEWER SERVICE INVERTS SHOWN AT 2.00% SLOPE FROM MAIN. 920 cu co O') co m CO CO N co O') co O N N CO � � co ti �? O') c� � L O o N � N 07 m M � M M a� � co M � co M a� � co M a� � co M � co M � co M � co co rn co � co co � co �`� �% co 07 07 07 07 07 07 07 07 07 O 07 SANMH-2 8" PVC SDR 35 SAN. 8+00 8"x6" TEE TO HYDRA NT 8" PVC C900 WM 937.99 UTILITY CROSSING 938.52 9.54 L 938.52 1 1938.32 "Q.. ERMISSION OF DESIGN TREE ENGINEERING INC. U Ln Ln r,j M N O Ln Ln 00 CHECKED BY: JEA d N FINISHED GRADE t J936.80 939.85 PUD DEVELOPMENT PLANS ^ N >U 17 -)H L o z Q 2 936.85 937.0 93 .2 937.42 937.47 937.55 �w 1937.61 937.81 937.86 937.93 Ln Ln O O01 13 14 N N 01 / + � Ln w v: + N 0.53% � O � ^ Q Q O? Q cn -1.68 Q rj T T ^ 01 + N z 0.50% 935 Ln O cn z o cn O`er - _ - - - �' MIN COVER - cn z O� cn z 0 - 935 EXISTING RADE � cn z > cnz -- SAN M H-2 - 048" SAN M H-3 - 048" STA 5+71.3 L STA 9+09.4 938.55 RIM=936.08 938.93 RIM=937.61 939.32 INV=925.68 (NW) 8" PVC INV -9 4.23 (NW) 8" PVC INV=925.58 (SE) 8" PVC INV- 24.13 (SE) 8" PVC \6 7 8 9 10 11 12 ; 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. 940 937.99 .18 938.52 9.54 938.24 938.52 1 1938.32 "Q.. ERMISSION OF DESIGN TREE ENGINEERING INC. Ln Ln Ln r,j M N O Ln Ln 00 CHECKED BY: JEA d N FINISHED GRADE t n N 939.85 PUD DEVELOPMENT PLANS ^ N >U 17 -)H L o z Q O ~ , _ 16 I. �w 939.69 13 14 19 1" COPPER WATER ° p " 1 p• 17 18 _ ° . 940.01 0 , SERVICE @ 8' MIN. I / BURY (TYP) 940.01 g `I' 4" RIGID INSULATION AT N UTILITY CROSSING 8 D Z p °. M N 937Ln N - 1" CURB v, H 937.4900 4 STOP (TYP) O 937.76 Q rn in z 93 n D / H Q ° ♦ , p ° °4 p 938.21 0 938.1 8 ° u 938.09 938.00 ° ♦ Q ,p ♦ o sD rp , __ ' SANMH-3 � 9+00 - - - -8"-2-2 -5° BEND 937.38 TEE BOX TRAIL 13 THE PROPERTY OF DESIGN TREE ENGINEERING INC. 938.52 9.54 N 938.52 938.57 938.45 "Q.. ERMISSION OF DESIGN TREE ENGINEERING INC. Ln Q "' \ M N O U s CHECKED BY: JEA d N FINISHED GRADE t Ln 00 N 939.85 PUD DEVELOPMENT PLANS o rnco >U 17 -)H L o z 939.85 , 15 16 I. TEE BOX TRAIL 13 937.63 0 M �01 N OJ ,i j° 939.12 19 \ \ 1 _ ,:B-8 Er Q` SANMH-4 �'�,X� A CB 8"x8" TEE (2) 8" GATE VALVES CB -7N / :10+46.11 APR -3 INV:932.60 937.1 APit-. INV:932.66 \M\ 4" PVC SDR 26 SANITARY SEWER SERVICE @ 2.00% MIN. (TYPICAL) 20 0 20' 40' GOPHER STATE ONE CALL 1-800-252-1166 940 THE PROPERTY OF DESIGN TREE ENGINEERING INC. 938.52 9.54 N rn + �� "Q.. ERMISSION OF DESIGN TREE ENGINEERING INC. H Q "' \ O n- H U s CHECKED BY: JEA PROJECT NO.: 00021063 FINISHED GRADE t 1 939.85 PUD DEVELOPMENT PLANS o rnco 18 17 3 07/05/2022 937.63 0 M �01 N OJ ,i j° 939.12 19 \ \ 1 _ ,:B-8 Er Q` SANMH-4 �'�,X� A CB 8"x8" TEE (2) 8" GATE VALVES CB -7N / :10+46.11 APR -3 INV:932.60 937.1 APit-. INV:932.66 \M\ 4" PVC SDR 26 SANITARY SEWER SERVICE @ 2.00% MIN. (TYPICAL) 20 0 20' 40' GOPHER STATE ONE CALL 1-800-252-1166 940 5+50 6+00 7+00 9+00 10+00 10+50 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. co �0� STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 FINISHED GRADE t 1 03/07/2022 PUD DEVELOPMENT PLANS o rnco 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 �w 0.53% -1.68 0.50% 935 - _ - - - �' MIN COVER - 935 EXISTING RADE � - - - - -- SAN M H-2 - 048" SAN M H-3 - 048" STA 5+71.3 L STA 9+09.4 RIM=936.08 RIM=937.61 INV=925.68 (NW) 8" PVC INV -9 4.23 (NW) 8" PVC INV=925.58 (SE) 8" PVC INV- 24.13 (SE) 8" PVC 930 930 8" PVC C900 WATERMAIN 18" MIN. SEPARATION 925 338 LF - 8" PVC SDR 3 mmmm @ 0.40% 925 NOTES: 1. SEE SHEETS C401 & C402 FOR ADDITIONAL UTILITY NOTES. 135 LF - 8" PVC SDR 35 @ 0.40% 2. SERVICES SHOWN BEYOND RIGHT OF WAY ARE FOR REFERENCE ONLY. 3. ALL WATER SERVICES SHALL INCLUDE 1" CORP. STOP, 1" COPPER WATER SERVICE, & 1" CURB STOP. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5. WATER LINES SHALL MAINTAIN A MINIMUM OF 10' OF SEPARATION FROM SANITARY SEWER AND STORM SEWER INFRASTRUCTURE. 6. MAINTAIN 18" SEPARATION BETWEEN WATERMAIN, SANITARY SEWER, AND STORM SEWER AT CROSSINGS. 920 7. SANITARY SEWER SERVICE INVERTS SHOWN AT 2.00% SLOPE FROM MAIN. 920 cu co O') co m CO CO N co O') co O N N CO � � co ti �? O') c� � L O o N � N 07 m M � M M a� � co M � co M a� � co M a� � co M � co M � co M � co co rn co � co co � co �`� �% co 07 07 07 07 07 07 07 07 07 O 07 5+50 6+00 7+00 9+00 10+00 10+50 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 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 IS WATERMAIN PLAN & PROFILE DRAWING NO. C410 e e 8x6 TEE TO HYDRANT 1 CB -6 2 _ -17 _ 110 SANMH-4 6" HYDRANT ASSEMBLY s 938.76 - / / 00 \ 8"x8" TEE ,� ° ° •I 4 5 i 6 7 _ " 9 - -- 10 0 20' 40' / (2) 8" GATE VALVES I : + cO N 938.76 g36 CB -8 938.71 - 936.96 936.40 % 936CO .53 _ M _ 4 PVC SDR 26 SANITARY 4" RIGID INSULATION AT M N M ^ M � + � o CB -5 936.6 - J UTILITY CROSSING 93 . II „ , yyOO SEWER SERVICE @ 2.00 /o MIN. .ti N a> Qom. Qco > Q� - Q> I Iz / urn (TYPICAL) 36.97 0 �- \ 0 - 0 \ \ \ / 9 'SPCC: 10+46.1 1 \ �O ° , , ' 07 937.08 936.69 936.30 9 935.35 4.91 934.54 934.35 934.27 934.65 934.79 934.78 937. CB -7 g 6" HYDRANT ASSEMBLY _ 4 RIGID INSULATION AT I e - STMH-1 UTILITY CROSSING- - - - -- 6 HYDRANT CB -9 APR -2 936 / I9w W, ASSEMBLY SANMH-6 INV:932.60 APR -3 - .2+00 -'� 8" PVC SDR 35 SAN. 93 INV:932.60 M 936.85 SANMH-5 _ 13+ A 14+00 / 15+00 15+40' \ 8" PVC C900 WM °+' 0 936.92 I !- I �I I �� I I I I Q 936.95 8"x6" TEE TO HYDRANT PT: 12+ 6.74 � \ ` 8" 450 BEND �\ A. COPPER WATER 9 SERVICE @ 8' MIN. 8" 22.5° BEND --- = CB -10 4 RIGID INSULATION AT PI. 14+69.59. 8"x6" REDUCER ,; UTILITY CROSSING BURY (TYP) _ N 937.2 VERTICAL OFFSET SERVICES ` 935 - / n 937.33 10 937.39 ^7.45 o 9 0 9 7 1 937.38 93 JJJ 11 DNj N O 6 • ° 938.59 • ,' o I • n ° 4 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. 940 935 930 925 920 0.5 0.50% -0.50% EXISTING GRADE SAN M H-4 - 048" SAN M H-5 - 048"---,,, STA 10+46.0 L STA 11+82.6 RIM=936.02 RIM= 36.40 INV=923.59 (NW) 8" VC INV=924.52 (E) " PVC INV=923.59 (SE) 8" PVC INV=924.42 (NW) " PVC INV=923.49 (NE) 8" P C 135 LF - 811 PVC SDR 35 @ 0.61% (MAINTAIN, 18" SEPARATION, 7. 06 936. 6935.98 935.56 935.44 934.0P ROV4 RI IDE " GID INU S LATN IO \ N Lfj 00 USE BY THE HOLDER OR DISCLOSURE TO OTHERS -i/%r< CIN V- ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF � ERMISSION OF DESIGN TREE ENGINEERING INC. 07 STATES AND WILL SUBJECT THE VIOLATORS TO �iO'�� COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING CO Ol In NO. DATE DESCRIPTION N u'1 03/07/2022 ti 2 ti + V- coII %D ti 07/05/2022 cp I'� 07 Lo O7 N N (� ItCD I` r T 00 ( . ON - 0) It (h 00 O z nz �z co LO co Oma~ co 0 M CD co CD M C6 r C6 M 4 co C'7 r C'7 co 4 M 4 m co m co rn M M m M 938.71 >- M rn M M M 938.71 M M 937.39 m TEE BOX TRAIL 8' MIN COVER FINISHED GRADE 4- 18" MIN. SEPARATION \2/ 8" p vi C900 VVATERMAI N 317 LF - 8" PVC SDR 35 @ 0.61% ) :.6^ I N 1" CURB STOP (TYP) z 4" CLEANOUT (TYP) 1 I 6 HrR-�0 INV:930.01 GOPHER STATE ONE CALL 1-800-252-1166 940 NOTES: 1. SEE SHEETS C401 & C402 FOR ADDITIONAL UTILITY NOTES. 2. SERVICES SHOWN BEYOND RIGHT OF WAY ARE FOR REFERENCE ONLY. 3. ALL WATER SERVICES SHALL INCLUDE 1" CORP. STOP, 1" COPPER WATER SERVICE, & 1" CURB STOP. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5. WATER LINES SHALL MAINTAIN A MINIMUM OF 10' OF SEPARATION FROM SANITARY SEWER AND STORM SEWER INFRASTRUCTURE. 6. MAINTAIN 18" SEPARATION BETWEEN WATERMAIN, SANITARY SEWER, AND STORM SEWER AT CROSSINGS. 7. SANITARY SEWER SERVICE INVERTS SHOWN AT 2.00% SLOPE FROM MAIN. 1.00% SAH -6 - 048" S15+00.2 L INV=926.45 (W) 8" PVC VERTICAL OFFSET SERVICES (MAINTAIN, 1811 SEPARATION, PROVIDE 4" RIGID INSULATION) 18" MIN. SIEPARATION 8" 450 BEND 811x6" REDUCER 10+20 11+00 12+00 13+00 14+00 15+00 15+40 935 930 925 920 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 00 USE BY THE HOLDER OR DISCLOSURE TO OTHERS N07 ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF � ERMISSION OF DESIGN TREE ENGINEERING INC. 07 STATES AND WILL SUBJECT THE VIOLATORS TO 00 COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING CO CHECKED BY: JEA 00 NO. DATE DESCRIPTION N 03/07/2022 ti 2 ti PERMIT SUBMITTAL PLANS FINAL STAGE PUD ti 07/05/2022 cp 07 Lo O7 N N (� ItCD I` r T 00 ( . O7 ( . 0) It (h 00 co LO co LO co Lf) M CD co CD M C6 r C6 M 4 co C'7 r C'7 co 4 M 4 m co m co rn M M m M m M M rn M M M M M m m 0) 0) 0) 0) 0') 0') 0') 0) 0') 0) 10+20 11+00 12+00 13+00 14+00 15+00 15+40 935 930 925 920 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 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 SANITARY SEWER/ WATERMAIN PLAN &PROFILE DRAWING NO. C41 1 \ 2 I � / / I o I 1 20lawW Uj a • I- SANMH-7 I / / CB -6 0 v o (CONSTRUCT NEW MANHOLE ON EX. 12 RCP SEWER LINE) C13-5 RIM:936.85 EX 12 CROWN ELEV:918.18 8" CROWN ELEV W:917.51 APR -2 \ PI: 1+70.12 INV:932.6C — SANMH-4 g36 PI: 1+52.00 . \ " WATER 8x8 TEE � �� 8" PVC SDR 35 SAN� 1+�� 2 14 REMOVE EXISTING 6 I I I I 1 1 l (2) 8" GATE VALVES SERVICE AND GATE VALVE (PLUG AT WATERMAIN) APR -3 / / I 8" PVC C900 WM INV:932.60 I I I I I I I I / I 8"x6" TEE TO HYDRANT ICONNECT TO EXISTING WATERMAIN \ I � FIELD VERIFY DEPTH &LOCATION II 6 HYDRANT ASSEMBLY �� 8x8 TEE I � I 0 20' 40' ° I 8�� GATE VALVE V SUBSURFACE UTILITY NOTE i THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVI 1 DETERMINEDGOPHER STATE ONE CALL ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THE COLLtu I luly AND DEPICTION OF TEE BOX DRIVE 1-800-252-1166 EXISTING SUBSURFACE UTILITY DATA". CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UTILITIES. NOTES: 1. SEE SHEETS C401 & C402 FOR ADDITIONAL UTILITY NOTES. 2. SERVICES SHOWN BEYOND RIGHT OF WAY ARE FOR REFERENCE ONLY. 3. ALL WATER SERVICES SHALL INCLUDE 1" CORP. STOP, 1" COPPER WATER SERVICE, & 1" CURB STOP. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5. WATER LINES SHALL MAINTAIN A MINIMUM OF 10' OF SEPARATION FROM SANITARY SEWER AND STORM SEWER INFRASTRUCTURE. 6. MAINTAIN 18" SEPARATION BETWEEN WATERMAIN, SANITARY SEWER, AND STORM SEWER AT CROSSINGS. 7. SANITARY SEWER SERVICE INVERTS SHOWN AT 2.00% SLOPE FROM MAIN. a, 935 930 925 920 917 EXITING (� 7TH STREET W FINISHED GRADE it — EXISTING GRADE SANMH-4 — 048" STA 10+46.0 L RIM=936.02 INV=923.59 (NW) 8" PVC INV=923.59 (SE) 8" PVC INV=923.49 (NE) 8" PVC 8' MIN COVER 8" PVC 0900 WATERMAIN ANMH-7 — 048" STA 10+46.0 L RIM=936.87 INV=917 51 (SW) 8" PVC CROWN=918 18 (SW) 8" PVC EX. 12" RCP ROWN=918.18 (FIELD VERIFY) 183 pL/C SDR 3S 36i N 0') C:) O- . I c . coo o) 0) �i co m Q6 co m Q6 Co m co M m NO. DATE DESCRIPTION 07 2 07 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 07 07/05/2022 m 26, 935 930 CONNECT TO EXISTING WA (FIELD VERIFY DEPTH & LO 8"x8" TEE 8" GATE VALVE 925 0+00 1+00 2+00 2+50 920 917 TERMAIN --ATION) 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 2 04/05/2022 PERMIT SUBMITTAL PLANS FINAL STAGE PUD 3 07/05/2022 SANITARY SEWER/ WATERMAIN PLAN & PROFILE DRAWING NO. C412 / / / / / / / 4_ --- STABILIZED CONSTRUCTION EXIT � .W WW WWW WSW W� i / T -W-WWW WW � / / .WWWWWWWWWWWW i W _ WW - / W�. PROVIDE SILT F CONTROL AROUND I �� WWWW W WW CLAS — -- ---- W - % ' W W -- -- -- W W. W W. W. W -- - -- - �W Wj. WWW W".WW"WW WWWWW � WWW"WWWWW"WW. ----- W S i W / NOTES: 1. ALL DISTURBED AREAS SHALL BE FINAL GRADED AND PERMANENTLY STABILIZED 7• REFER TO THE SWPPP AND THE CITY OF MONTICELLO EROSION CONTROL WITH THE SEED MIX IDENTIFIED ON PLANS. ENGINEERING INC. IS PROHIBITED. IT CONTAINS REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING. 2. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN MNDOT, AND CITY. STATES AND WILL SUBJECT THE VIOLATORS TO PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RIK INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT 3. INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS NO. BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY DOWN GRADIENT OF CONSTRUCTION ACTIVITY. 1 03/07/2022 PUD DEVELOPMENT PLANS WITH ALL STATE AND LOCAL REQUIREMENTS. 4. PROVIDE SILT FENCE PERIMETER CONTROL DOWN GRADIENT OF ALL 9• WHEN INSTALLING END -OF -LINE FLARED END SECTIONS, BRING THE SILT FENCE CONSTRUCTION ACTIVITY AND TEMPORARY STOCKPILES. UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET 5. TEMPORARY STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AND INSTALLED ON THE DISTURBED SOILS. MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE 6. NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE CLEANED CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND NO LATER THAN ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION 1 CALENDAR DAY UPON DISCOVERY. AREAS. 11. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. v-- 7TH STREET W -----___ \ STABILIZED CONSTRUCTION EXIT 2 EA \ _ SILT FENCE (5,370 LF) \ MNDOT SEED MIX 25-151 (4 AC) o CLASS III RIPRAP (162 SY) \ CATEGORY III EROSION CONTROL BLANKET (5,810 SY) W/ MNDOT SEED MIX 33-262 \ MNDOT DRY SWALE/ POND SEED MIX 33-262 (1.8 AC) \ INLET PROTECTION (19 EA) \ 0' 30' 60' NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING PURPOSES. 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 GE UGE- 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD �r ■ Now - - --- ---- - 1 j ®® ■�� Ir ■�� i I ®® I ■�� I ! ■®� I I �� vim , I I ■®� � I� , �® I • II I � I I � I • ' I � • � I I • � j II �� ®i� ■ I i �� ■�; I ■i � _ I dim I ®� i■ I i � I ■� �� ®I Em v 1 HIM —JIM i.. •.♦♦��,i�°pyo �!��;;ice �;� ! .. , . •!�:�%� . 'Ire III ..:�-,.,�,.:♦.;, ,, ,♦., ♦ ,♦ ♦. ,.... I • 00!00; I�yj�, Illy,.,j�.;.;�; 11 ��III .♦0 ♦i�.o��♦�i� Vii♦ r�3:�� .� o: .��♦ mi ME ,,, ,�,,ZII..I� .`..I �II<II��I III �1�1� III♦�,♦ �`��♦�� 1�� .• 2e�,i:•�v � A I I � I I I i i I M� �.; gem I INS id \ STABILIZED CONSTRUCTION EXIT 2 EA \ _ SILT FENCE (5,370 LF) \ MNDOT SEED MIX 25-151 (4 AC) o CLASS III RIPRAP (162 SY) \ CATEGORY III EROSION CONTROL BLANKET (5,810 SY) W/ MNDOT SEED MIX 33-262 \ MNDOT DRY SWALE/ POND SEED MIX 33-262 (1.8 AC) \ INLET PROTECTION (19 EA) \ 0' 30' 60' NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING PURPOSES. 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: RIK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD EROSION CONTROL PLAN DRAWING NO. C501 Vx I 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 NO LATER THAN 1 CALENDAR DAY UPON DISCOVERY. 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. Af W W W w . .W WwW Ww .W .a � e ° W .rW STABILIZED TABILIZED CONSTRUCTION EXI T -- > > > > _ ---- - > > STH STREET W — — ---- _— _— �--,—,—---- JG 00, , V"� • :. w _ w _ w W _ w _ w �w�- w w w _ �� _��yi_ w . _ . _ w _ . _ . . . . � _ . _ . W _ w _ . . . _ w _ w . . . . � w w .' W� � •.�• A� i _ — �� '—� �.�� •� �.�.�.�.�.�.�.� •. �. �. .�.�.� —� w w w � j. w w w � w .mow w" �w w w � � � _ y• ., , .... ... .. \. .. .. . W y\. ... �� —.1 � � �.L� �•�r � .. ..0 .r W W` �. W • • .r W .r W .r W .r W .r W .r W .r W .r W W � W .r W .r .r .r .r � / w i�W r - W W W W W W W W w w W \w W � w v� �W W �+ T �• W �w w w vw vvw vw '• w .v w .v w .v w w .v w .v w \ / i'l W IU W w \ W W --- 0.1 Nz W\v v VA.� �►� CLASS III RIPRAP (35SY)-�4- - \ - 1 \ / EXISTING WETLAND W w I / CLASS III RIPRAP / W w • � w y. W\ w \wwW WWWW W •6 \ \ W WaWWWw WW W .✓ ••" \ W -- - - W w v w c — i •• w W w �W / \ \ � - ,�"�� '�/ � � � � / � � � � v •� � SS CLASS III RIPRAP � \ ♦ (3SY) II RIPRAP w y j 3 v / 4 (12 SY) \ nw x W \ y♦ _ —- WWF ..� \ — — WWW — — _ 9 10 W w PROVIDE SILT FENCE PERIMETER w CONTROL AROUND INFILTRATION BASIN \ \ �" w _ _ w _� �' W ` W — — — — . w W 17 w — �W _ T _ 1 � ♦ � � .� W �-W W-�W��;-. w .ww`.'w w wW. W .w W W W W W Ww' W�.WWW. .--T..= w .'ww w ) PROVIDE SILFENCE-- �- CONTROL AROUND INFILTRATION BASIN 77,77"'"'7 / 4. :�� — _ �� I+•F�..'. A A/ 0' 30' 60' s 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD EROSION CONTROL PLAN DRAWING NO. C502 MANHOLE STEPS SHALL BE CAST IRON OR MAt MODEL PS -I -PF (BY MA INDUSViAii- INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16' OC. GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL BE WITH NON-SmRINKJNG CEMENT USE R-2 J41NT FOR ALL MANHOLE JOINTS BARREL TO CONFORM TO ASTM E-478 LATEST REViSFON STANDARD MANHOLE FRAME AND COVER AIJJUST4W RINGS MIN 4' - MAX 12" 27" Dtq WITH EXTERNAL OR INTERNAL CmiMNL"T SEAL I a 48" DIA Standard Plate Library City of Monticello GROUTING BETWEEN PIPE ANI MANHOLE BARREL SHALL BE WITH N0N-SHRIN0HC CEMEN ALL MMHOLES WITH INSIDE DROP SECTION SHALL B£ 5' DIA (I,D•) MA NHOI.E SECTION T4 RE ASTM{ C-478 CLASS II CIRCULAR REINF LATEST REVI$ION USE R-2 JOINT FOR ALL MANHQLE JOINTS 'CRE-SEAL"."RfSEAL", OR APPROVED EQUAL PTBECAST GASKET CONNECTION SHALL BE USED FOR OONNECTION PIPE TO MANHOLE PRECAST BOTTOM SECTION WITH INVERT f5 AT 12" QC EACH WAY Title: Cane Sections, Casting Steps, and Adjusting Rings ]ate: 03_05 Plate No. Revised: 03-15 1001 SEALS (INTERNAL OR EXTERNAL) OR APPROVED EOUAL" STEPS AT 16" OC 8" 8' 0 VARIABLE Li a STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: ! MANHOLE STEPS SHALL BE CAST IRON OR UA MODEL PS -1 -PF (BY MA iNDVSTRFAL INC,) CONFORMING TO ALL. OSHA REGULATIONS ANI) SPACED 16" OC - (D IF DROP IS QREATER THAN 24' INCHES. USE OUTSIDE DROP. STANDARD MANHOLE FRAME AND COVER ADJUSTING RINGS I MIN 4" -• MAX 12" —6' MIN Title: Standard Plate Library Standard Sanitary anl�ale City of Monticello Date: 03_05 Plate No. Revised:0 J' —J 3001 USE NEENAH R -1642-A FOR LOW PROFILE APPLICATIONS USE NEENAH 81755-G FOR WATERTIGHT APPLICATIONS LETTERING TO READ; SANITARY SEWER. STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. NE ILAH R- 1642 WITH TYPE LB SOLID UD MACHFNE BEARING OR EQUAL G CONCEALED PICKHOLES {2) REPEAT OPPOSITE SIDE EXCEPT FOR LETTERING 25 3/4 1 1f2 i 7" SEARI SURFACE } {{ ,, TO BE M404INlED�� L 1—!�I�I�I 28 1/2 " TT , COVER FRAME Title: Standard Plate Library Standard Frameand Coker City of Monticello Date: 03_05 Plate No. ReVised: 1002 03-15 STEEL T -STYLE FENCE POST PALNTED GREEN WITH AN OIL BASED FAINT AND MINIMUM 2" PEFLECTOR17ED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK THE SERVICE MD TO BE INSTALLED AT THE TIME OF SERVICE DEPTH OF COVER OVER _ INSTALLAtION (INCIDENTAL} TOP OF PIPE TO SLUT4 r OR 6' PVC ¢- FIELD -CONDITIONS MIN PIPE SHALL BE CQMPLETELY ENTRENCHED AND SHALL HAVE CLASS "B" 0EDNIMU' WHERE DIRECTED BY THE ENGINEER SEE JOINT DETAJL BELOW MIN PLACE NEARLY HORIZONTAL FOR LOW BASEMENTS AND SRALLOW SEWER AS DIRECTED Bl' THE ENGINEER TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER 15 12' OR LESS NOTES. PVC = POLY=VINYL CHLORIDE SDR 26 DEPTH OF COYER OVER TOP 4F PIPE TO SUIT ALL SERVICE CONNECTIONS INCLUDING NECESSARY FIELD CONDITIONS BENDS AND SPECLAL FrMNGS SHALL BE PAID FOR AT THE CONTRAOT UNIT PRICE BID PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL COMPENSATION SHALL SE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. PVC R W 12' DRAINAGE AND UTILITY EASEMEN 5' E ELEV TO BE SEF BY THE / ENGINEER - CONTRACTOR 4' f TO VERIFY PRIOR TO BURY MIN PIPE SHALL 6E CoMPLE1ELY ENTRENCHED AND SHALL HAVE CLASS "B'• BEDDING WHERE DIRECTED BY THE ENGINEER CONCRETE ENCASEMENT (TYPICAL) SEE DETAIL BELOW FOR CAULKING -BETWEEN 8' DFSSIMILAR PIPES MIN TYPICAL SERVICE WHERE COVER OVER ADAPTER To DE RESIDENT TOP OF SEWER IS 12' OR MORE ASTM C425-64 TYPE III OR APPROVED EQUAL FOR DISSIMILAR PIPES CONCRETE ENCASEMENT o (TYPICAL) PVC WYE VGP TO PVG FERNCO ENCASED IN CONCRETE SHALL BE REQUIRED WHEN CONNECTING TO EXISTING VCP SEWER MAIN (INCIDENTAL). • DETAIL CONCRETE ENCASEMENT THRUST BLOCKING FOR (TYPICAL) CLEANING, EOUIPMENT Standard Plate Library City of Monticello 4 4 SEND Title: rf ypical Service Connection Date: 03-05 Revised: 03-15 Plate No. 3004 Standard Plate Library City of Monticello USE 4" OR $" LISP PLUG AND CAP, TOP T4 BE 1/2 " BELOW R141SHEV GRAPE VARJ£S 10' To 20' 1/8 mJY Ilile: Adjustment of Standard Frame and Cover Me: 03-05 Plate No. Revised: 03-15 1 003 TIES REOUIRED TO CLEAN OLITS FINISHED GRADE 6" PVC RISER FOR NON-RESIDENTiA.L 4" PVC RISER FOR RESIDENTLAL 4" OR r VEF TICAL WYE (PVC) CONCRETE ENCASEMENT 12" ALL AROUND (INCFDENTAL) WATER TIGHT GASxET OR CEMENTED PWG • PYO HORIZONTAL WYE (PVC) THRUST BLOCKING FOR CLEANING EQUIPMENT S, PAYMENT FOR 15" RISER PIPE. 6' VERTICAL WYE 45- BEND AND PLJJG WILL BE PAID FOR AT UNIT PRICE $10 PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM MAIN SEWER LINE. Standard Plate Library City of Monticello Title: Sanitary Clean -Out 03-05 03-15 Plate No. 3006 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 5 PN/ 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: RX CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 04/05/2022 PERMIT SUBMITTAL PLANS 07/05/2022 FINAL STAGE PUD 2 3 CIVIL DETAILS DRAWING NO. C701 TOP OF PROPOSED SUKRADE THE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MH/DOT 2145) A MAX OF 2' LIFTS TO BE WETTED AND CONSOLIDATED $Y VIBRATORY MEANS AND COMPACTED TO A MIN OF 85% OF STANDARD PROCTOR IDEN$ITY (IAN/DOT 2105) 4' COVER COMPACTED TO 9598 OF STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT GRANULAR SED04NO AS PER MN/DOT 3108.21` RGRANULAT;' FOUNDATION WHERE OF*ERED BY THE MINCER SHOVEL, PLACE, AND 3Ml) COMPACT AROUND PIPE TO 12" ASM PIPE. VIBRATORY COMPACTION REOUIREO EACH SIDE OF PPE, AS DIRECTED BY THE ENGrNEER. Standard Plate Library City of Monticello Title: Typical Trench Compaction and Class B Bedding Date: 03-05 Plate No. Revised: 03-15 1007 T FXISTING (OR FINISHED) GRA PLINGGED END NATES: 1_ RE -USE EXISTING AIR BLEED LINES AND PLUGS 1' CORPORATION $TGF - ON PROPOSED STUBS. INSTALLATION TO BE MADE AT NO ADDInONAL COMPENSATION- FURNISH MEW GASKETS WHERE REQUIRED. 2. NEW LINES WILL BE PAID FOR AT UNIT PRiC£BID FOR 1" COPPER AND 1' CORPORATION STOP, ALL OTHER WATERMAIN WORK TO BE INODENTAL TO THE PROJECT. 1" COPPER PLUGGED END AIR BLEED DETAIL STEEL T -STYLE HENCE POST PAINTED BLUE WITH AN OIL BASED PAiW ANO MINIMUM 2- REFLECTOR3ZED TAPE (ENGINEER GRADE) AT THE TOP OF INE POST TO MARK VALVE BOX. TO BE INSTALLED AT THE7 TIME; OF VALVE 13Ox d' INSTALLATION (INC31DENTAL) NOTE: GROUND LINE IF GATE VALVE BOXES ARE EXTENDED. THERE SHALL BE GATE VALVE NUT EXTENSION TO WWITHIN7.5'' OF FINISHEb GRADE AND ATTACHED i TO THE GATE VALVE Nur VALVE BOX $/2" RUBBER CASKET INSTALLED I BETWEEN THE GATE YWWE AND MIN 7.5 COVER (UNLESS G&TE VALVE ADAPTOP I OTHERWISE NOTEID) 114" STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS 1/2 CU. YD. GRAVEL MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL WATERMAIN GATE VALVE WATERMAIN VALVE BOX INSTALLATION Standard Bute Library City of Monticello Title: Air bleed Detail And Valve Box Installation )ate: 03-05 Plate Na. Revised:03_ 15 2003 HYDRAFINGER FLAG 2 LAYERS OF POLI` (4 m11) 3' D4PJ31ETER BT 3' DEEP PIT UNDER mYDR.00 PULM WITH A MINIMUM OF 1 r, Y. OF 1 1-1/2" CLEAR STONE OR 5' IN BAGS OF CURB IF CONCRETE WALK OR BITUMINOUS PATH ARE PRESENT WATEROUS MODEL E7 IOW OUT OF ORDER TAG E INSTALLED ON PUMPER CONN. R BACK -FILL 1i4FF FLANGE O 2' MAXIMUM f BURY LINE (FINISHED GRADE) VALVE Box AS SPECIFIED 7 0 4 EX18TING OR FLiTURE STREET CURB OR GUTTER LINE FINISHED GRADE CL WnTER61A[N � I AS REQUIRED 1O' 4jr 1/4 " STEEL VALVE SOx ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED I Y ADAPTOR IANC. 4R APPROVED EAUAL MEGALUG MEEALUG THRUST-/ MEGALUG BLOCKING 6ENLND HYDRANT PRECAST CONCRETE BASE AS $PEOFiED (1$'x 15% 4') Standard Plate Library City of Monticello GATE VALVE TEE BLOCKING THRUST BELOW GATE BLOC UST VALVE ING BEHIND TEE Title: Typical Hydrant Installation ?ate. �3-05 Plate No, Revised. 2001 03-1 7 PROPOSED STORM SEWER 8'X 12' INSULATION AT PIPE CROSSING 8'X 20' INSULATION FOR BOX 5£E PLATE 2046 SENDS (Ty FOR DETAILS (TYPIC) AdEGALUG 6" MEGALUO� YI" VVATERMAIN ALL PIPE JOINTS WITHIN 14' OF q BEND SHALL BE RUSTIRAINED USING TIE RODS. Standard Plate Library City of Monticello Y Title. MEGALUG I VARIES 'atermain Offset Date: 03-05 Plate No. Revised: 03-17 2005 Standard Plate Library City of Monticello WR* PLUG WITH 41 MIL. POLY r PLUG PLUG PIPE SIZE BEARING AREA B" 4& SO FT 6 45.9 80 FT 10" - 12" 12.0 SO FT 16" 20.0 SO FT MAI N Title: Blacking for Watermain }ate:— �� P late No. Revised- 03-17 3 _ ,1 % 2002 STEEL T—STYLE FENCE POST PAINTED BLUE WIT" AN OIL BASED PAINT AND MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP 4F THE P05T TO MARK CURB STOP. TO $E 1NSTAU_FV Ai \\ THE TIME OF CURS STOP INSTALLATION (INCIDENTAL) a-! 1 STREET 12' AS REOUIRED GROUND LINE, 11'- 0" , AS REOUIRED CURB BOK WITH i'— 1 1/4 STANDPIPE AND STATIONARY ROD 7'- 6" MIN COVER 1' CORP. COCK BIRICK 1" COPPER 4" k 8" k 2" WATERMAIN CAP CURB STOP WITH BLANK SLUG (TYPICAL) SEE SPEC• Standard Plate Library City of Monticello W18 W J 4' 11'120. 2' GROUND LINFI 1" COPPER-' BRICK 4"X8"X2" NOTEI ATTACH SHUT OF ROD TO CURB STOP Title: Typical Nater Service date: 03-05 Plate No. Revised: 03-15 2006 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 04/05/2022 PERMIT SUBMITTAL PLANS 07/05/2022 FINAL STAGE PUD 2 3 CIVIL DETAILS DRAWING NO. C702 STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT FOR WATERMAIN STUB PAINTED GREEN WITH AN OIL RASED PAINT FOR SANITARY AND/OR STORM SEWER STUB AND A MINIMUM 2' REFLECTORITED TAPE (ENGINEER GRADE) AT THE TOP OF TME POST. POST SHALL BE BURIED .2' BELOW FINISHED GRADE WITH 4' ABOVE FINISHED GRADE (INCIDENTAL) �a,y�iw.�vr��ti Standard Plate Library City of Monticello STANDARD FRAME & INSTALL INFRA SHIELD (OR APPROVED EOUAL) EX-FUNAL Ci-riMNEY SEAL 0 ae ae rn �7 p uI C LU dx a LU a a:I m WATEf2MAhN ITARY SEWER MAINLINE SANITARY SEWER Title: Utility Stub Markers 10te: 04-08 Plate "40 - Revised: 03 0.Revised:03 —15 1006 C, CASTINGADJUSTING RINGS 1 F-4" MIN - 12" MAX 8' POURED CONC#�ETE BASE, f BASE. SEE MnDOT STANDARD PLATE 401'1� (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REOUIRED DIAMETER. ROADWAY SURFACE SEE MnDOT 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 MnDOT STANDARD PLATE 3040 (NO TONGUE OR GROOVE AT TOP OR BOTTOM OF THIS SECTION). CAST -IN-PLACE CONCRETE OR MASONRY CONSTRUCTION (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED BY ENGINEER CONCRETE DOGHOUSE REQUIRED ON 0UT5€DE AND INSIDE OF 5TRtJCTIJRE AAl6 PIPE CONNECTION (D REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED, d MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS--I-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 0) MiNhMUM STEEL REINFORCEMENT 8„ EQUIVALENT STEEL AREA IN WIRE MESHANHOLE' MANHOLEIT UAY BE USED OR PLASTERED OR 1CATCH EXTERIOR CATCH , GENERAL DIMENSIONS FOR CONCRETE APPLY BASIN BASIN ' TO BRICK AND CONCRETE MASONRY UNIT - DIA IA CT'IN$TRUCTION ALSO, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK 12" MINIMUM FOR PRECA5T, 3 BRIGI<$ OR LAA5DNRY CONSTRUCTION 1 BLOCK. MINIMUM FOR MASONRY CONSTUCTIQN REINFORCEMENT AS PER Mr1DOT SPEC 3MI, GRADE 60. Standard Plate Library City of Monticello Tails: Standard Manhole for Storm Sewer 03-05 Revised- 03-17 Plate No. 4001 A CURB INLETFRAME AND CURB BOX NEENAH NO. R-3067-v 4" COWRETE COLLAR INSTALL INFRA SHIELD OR APPROVED EDUAL) E RNAL CHIMNEY SEAL. ADJU57PNG RINGS f ASMIN I 1 M AX ENCASE N CONCRETE COLLAR USE CONCRETE OVRB MIX FOR COLLAR A THE PROPERTY OF DESIGN TREE ENGINEERING INC. 8" CAST -IN-PLACE CONCRETE 4' TO 10' WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS �L. (D REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED, d MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS--I-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 0) MiNhMUM STEEL REINFORCEMENT 8„ EQUIVALENT STEEL AREA IN WIRE MESHANHOLE' MANHOLEIT UAY BE USED OR PLASTERED OR 1CATCH EXTERIOR CATCH , GENERAL DIMENSIONS FOR CONCRETE APPLY BASIN BASIN ' TO BRICK AND CONCRETE MASONRY UNIT - DIA IA CT'IN$TRUCTION ALSO, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK 12" MINIMUM FOR PRECA5T, 3 BRIGI<$ OR LAA5DNRY CONSTRUCTION 1 BLOCK. MINIMUM FOR MASONRY CONSTUCTIQN REINFORCEMENT AS PER Mr1DOT SPEC 3MI, GRADE 60. Standard Plate Library City of Monticello Tails: Standard Manhole for Storm Sewer 03-05 Revised- 03-17 Plate No. 4001 A CURB INLETFRAME AND CURB BOX NEENAH NO. R-3067-v 4" COWRETE COLLAR INSTALL INFRA SHIELD OR APPROVED EDUAL) E RNAL CHIMNEY SEAL. ADJU57PNG RINGS f ASMIN I 1 M AX ENCASE N CONCRETE COLLAR USE CONCRETE OVRB MIX FOR COLLAR A 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. 35 1/4 43" PLAN AL.L STORM SEWER CASTING ELEVAFIDNS SHOWN ON THE PLANS HAVE BEEN DEPRESSED 0-14' BELOW GUTTER ELEVATION (SEE DETAIL 50D3) a- 24- FINISH ' » GRADE 2- D- 34" 4' MIN. 4' MIN. 4- CONCRETE COLLAR NOTES: SECTION A -A POUR A 3" TO 4" CONCRETE COLI R AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL RE TYPE UnDOT DESIGN H. TKE CASTING SHALL. BE NEENAH R -3508--A2, Standard Plate Library City of Monticello Title: Standard Catch Basin )ate: 03-05 Plate No. Revised: 03-17 4002 BUILDING INSTALLED BY PRIVATE CONTRACT TRALCER WIRE LOCATE BOX CfROU ND f I I j COPPER -CLAD STEEL AWG 12 GAUGE I TRACER WIRE 30 MIL HIGH DENSITY POLYETHYLENE GREEN COLORED JACKET I TO BE PROVIDED FINDER PRIVATE l CONTRACT f STREET INSTALLED AS PER CITY CONTRACT '--TRACER WIRE SPLICE CURB BOX STANDPIPE 2' SPOOL COPPER -CLAD STEEL AWG 12 GAUGE TRACER WIRE 80 MIL HIGH DENSITY POLYETHYLENE GREEN COLORED JACKET TO BE PROVIDE UNDER CITY CONTRACT 1" COPPER WATERMAIN COPPER -CLAD STEEL AVG 12 GAUGE TRACER WIRE 34 MIL HIGH DENSrfY POLYETHLNE GREEN COLORED JACKET TO SE PROVIDED UNDER OTY CONTRACT SANIIARY SERVICE TLtle: SANITARY SEWER Tracer Wire Standard Plate Library (New Developments) City of Monticello Date: 03_08 Plate No. Revised: 03-15 3005 -� I) -1 F- rrI r � FrI Gi71MF9M OM O n 17 C �� M ra = ��'rn W --4 >MO2 N r m V3 fTl wu: n Arn rq Ln A rte. Mtn> �� CQ rq w {} W 0 qz03 j Q 7Cm- r I m -,a rrrl L1 I M a 5 2 X 4 rn M F- -.4 -4 M - �-4MD ;u S muco UI tafMfTT11oytA Ln -4 17 A 7 = a NN ILL C7 > I dal x" >'I� o` 00 Q --q n mz. 4A� -�-� a o n r*I --4� m 3E Z� F -4 Z�MFTI 01Z o LA I'T El 1 Q z T C) C. 0) rri Title: Standard Plate Librax Joint Trench Utility For Town Houses Cit of Monticello Date: 03-05 Plate N0. Revised: 7004 03-15 DESIGN*TREE engineering + land surveying St. Cloud l Alexandria l 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 P� QO 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 I DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 04/05/2022 PERMIT SUBMITTAL PLANS 07/05/2022 FINAL STAGE PUD 2 3 CIVIL DETAILS DRAWING NO. C703 CASTING TO BE SET 0,10P PLAN BELOW GLITTER ELEVAnM INSTALL INFRA SHIELD (CR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL AWUST'ING RINGS aN A - 12- MAX T ENCASE WITH CONCRETE COLLAR OUTLET PIPE II TI - -- OUTLET PIPE culla INLET FRAME AND cURS flax STAN> p (ASTING - NEENAH R - 30-$7-y 115" 24" g L" 9 •4$- TYP 'DIMENSION VARIES a RASED ON STRUCTURE ° DIAMETER MANHOLE COVER TO BE 48' DIA CR£TEX TYPE a WITH 24'x 3sn OPENING CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF smjc LIRE AND PIPE CONNECTION RCP PIPE CONCRETE CATCH BASIN MAmHOLE s NOTES: AND BASE TO BE CRErLX TYPE 433$ OR APPROVED EQUAL 1. BASE -M RE GROUTED TO FORM A SMOOTH INVERT TO QUTLET_ SECTION 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REOUIRED IN GREEN SPACES SHALL BE CQNSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4DC81-. THE CASTING SHALL BE NEEWH 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 14EENAH R -3568-A2, Standard Plate Library City of Monticello Title: Catch Basin Manhole )ate; 03-05 Plate No. Revised: -1 % 4003 Standard Plate Library City of Monticello I It1e. Trash Guard for End Section )ate: -05 Plate No. 03 ReVmed: 3 —1 4007 GALVANIZED GRATE (SPLIT) 4" x 4" OPENING RIM ELEV:c, 6" WEIR WALL INV:93'e 5" ORIFICE INV:931 12" OPENI 12" OPENING INV:931.70 INLET OPENING --- INLET OPENING PLAN PLAN Inn CI "034.00 D EXISTING IWATER SYSTEM OUTLET 70 ouivIT- w4v.928.70 OUTLET STRUCTURE OS -1 DETAIL SCALE=N.T.S. THE PROPERTY OF DESIGN TREE ENGINEERING INC. 4 GALVANIZED GRATE (SPLIT) GALVANIZED GRATE (SPLIT) PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF ❑❑❑❑❑❑ 411 x 4" OPENINGS ❑❑❑❑❑❑ 411 x 4" OPENINGS STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PROJECT NO.: 00021063 NO. DATE DESCRIPTION ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2 -Wim! Q� � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ u'i �G COO Ll Ll Ll Ll Ll Ll❑ ❑ ❑ Ll=L== N }= ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1111 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ [7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1111 ❑ ❑ ❑ ❑ 0- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ w O Q ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ culla INLET FRAME AND cURS flax STAN> p (ASTING - NEENAH R - 30-$7-y 115" 24" g L" 9 •4$- TYP 'DIMENSION VARIES a RASED ON STRUCTURE ° DIAMETER MANHOLE COVER TO BE 48' DIA CR£TEX TYPE a WITH 24'x 3sn OPENING CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF smjc LIRE AND PIPE CONNECTION RCP PIPE CONCRETE CATCH BASIN MAmHOLE s NOTES: AND BASE TO BE CRErLX TYPE 433$ OR APPROVED EQUAL 1. BASE -M RE GROUTED TO FORM A SMOOTH INVERT TO QUTLET_ SECTION 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REOUIRED IN GREEN SPACES SHALL BE CQNSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4DC81-. THE CASTING SHALL BE NEEWH 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 14EENAH R -3568-A2, Standard Plate Library City of Monticello Title: Catch Basin Manhole )ate; 03-05 Plate No. Revised: -1 % 4003 Standard Plate Library City of Monticello I It1e. Trash Guard for End Section )ate: -05 Plate No. 03 ReVmed: 3 —1 4007 GALVANIZED GRATE (SPLIT) 4" x 4" OPENING RIM ELEV:c, 6" WEIR WALL INV:93'e 5" ORIFICE INV:931 12" OPENI 12" OPENING INV:931.70 INLET OPENING --- INLET OPENING PLAN PLAN Inn CI "034.00 D EXISTING IWATER SYSTEM OUTLET 70 ouivIT- w4v.928.70 OUTLET STRUCTURE OS -1 DETAIL SCALE=N.T.S. GALVANIZED GRATE (SPLIT) 411 x 4" OPENING RIM ELEV:(, 6" OPENI 6" OPENING INV:931.80 Inn CI ��'033.50 D OUTLET APRON OUTLET 35 �vlvlr IIvv.927.35 OUTLET STRUCTURE OS -2 DETAIL SCALE=N.T.S. FILL AS NEC..- .,., AND CbMIPACi BASE 6' 6' LCLASS V GROUTED HANDPLACED RIPRAP 2' DEEP ALONG SPILLWAY WITH 18' DEEP GR4NNULAR FILTER BLANkET & C�OTEXTILE FAORIC SECTION A–A ; PLAN AND SECTION WAY BE AIWnED AT THE INWRETION OF THE CITY ENGINEER WHEN GONINDONS SUCH AS PIPE VELOCITIES DO NOT REOUIRE SUCH EX"WIVE RLP RAP - Standard Plate Library City of Monticello Title: Spillway Section ]ate: 0,3_0 3 — 0 Plate 4010 N1o. �I �y Revised: — I `rO 1 0 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 5 P� MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. 4 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 �cyoNdv_tn 03/07/2022 PUD DEVELOPMENT PLANS 2 -Wim! Q� � �NNM 3 V u'i �G COO YI Vi�N N }= U w a r7 P7 [7 0- m w O Q ci W 7 Ll m I� V} w �rnavta�airi-;rrta9�fpr7 �mcvv�aavwNromarovo CU u7 � � � rani W *q Q � C9 Oi C 2 p� w x d�a� W tc Wf G1 � VT U 9pN R 4 "1 J a�� x�a �o;c�et�¢uinaoo�ri�oo§�r� q w Z � _ T ry ry � ion ss �j N N � WCC C5 txh 41 c+ W97 F'1TN+Q m �n+ax� ot6 x wa N �) d U7 � Q�z r) +D O r'i 1:.V I? w p� 4J rNNCi N .r7 P7� rt� n � m 0o ra �„y�a�ir�am�rnwr�n 11, � W } W 61 r +O C6 uQ�mvr �L �N v}�naeo 4U +D N � _ �+��riret.iKui�a6vi^ri�tioN of ri�ai td a5 /] = 1-:'pNNN�I O m v� a� r.-atoma�a�noma4�ova.-_Ors °ry � � ^ Y'] +D GO .- rj LJ M Py N N � iii d Q 0[ V W r rh th d a d�C]W. z � D a- Y�11R -06�V R 09D N90Y O �D N �6 N H O 1+ EYS O� � CC NZ ❑. 05 d YN�9D P'7 N7^00 � .F5 if}N]-09NIE}NW4 .iY �6 C+ d0 �z w m �o O ti U72 �a W w gm J J iC w Title: Plate Library Riprap Detail RStandard Cit of Monticello Date; Plate �, 03-05 . tt 4009 `!- O O 9 Revised: �'� — GALVANIZED GRATE (SPLIT) 411 x 4" OPENING RIM ELEV:(, 6" OPENI 6" OPENING INV:931.80 Inn CI ��'033.50 D OUTLET APRON OUTLET 35 �vlvlr IIvv.927.35 OUTLET STRUCTURE OS -2 DETAIL SCALE=N.T.S. FILL AS NEC..- .,., AND CbMIPACi BASE 6' 6' LCLASS V GROUTED HANDPLACED RIPRAP 2' DEEP ALONG SPILLWAY WITH 18' DEEP GR4NNULAR FILTER BLANkET & C�OTEXTILE FAORIC SECTION A–A ; PLAN AND SECTION WAY BE AIWnED AT THE INWRETION OF THE CITY ENGINEER WHEN GONINDONS SUCH AS PIPE VELOCITIES DO NOT REOUIRE SUCH EX"WIVE RLP RAP - Standard Plate Library City of Monticello Title: Spillway Section ]ate: 0,3_0 3 — 0 Plate 4010 N1o. �I �y Revised: — I `rO 1 0 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 5 P� MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. 4 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 �cyoNdv_tn 03/07/2022 PUD DEVELOPMENT PLANS 2 -Wim! Q� � �NNM 3 V u'i �G COO YI Vi�N N }= U r7 P7 [7 I I V} � �rnavta�airi-;rrta9�fpr7 �mcvv�aavwNromarovo rani QCO C9 Oi w x d�a� W mrrvWul P ob cc�Ol 9pN R 4 "1 J a�� x�a �o;c�et�¢uinaoo�ri�oo§�r� � _ T ry ry � ion ss � II �.C}q W97 F'1TN+Q �n+ax� ot6 U � n N �) d U7 � � � r) +D O r'i 1:.V 1: 00 � W p� 4J rNNCi N .r7 P7� rt� m ra �„y�a�ir�am�rnwr�n 11, � W } W 61 r +O C6 uQ�mvr �L �N v}�naeo 4U +D N � _ �+��riret.iKui�a6vi^ri�tioN of ri�ai td a5 /] = 1-:'pNNN�I O m v� a� r.-atoma�a�noma4�ova.-_Ors °ry � � ^ Y'] +D GO .- rj iC pi •- M Py N N � iii d Q 0[ V rh th d a d�C]W. Y�11R -06�V R 09D N90Y O �D N �6 N H O 1+ EYS O� � CC g � ZQ GALVANIZED GRATE (SPLIT) 411 x 4" OPENING RIM ELEV:(, 6" OPENI 6" OPENING INV:931.80 Inn CI ��'033.50 D OUTLET APRON OUTLET 35 �vlvlr IIvv.927.35 OUTLET STRUCTURE OS -2 DETAIL SCALE=N.T.S. FILL AS NEC..- .,., AND CbMIPACi BASE 6' 6' LCLASS V GROUTED HANDPLACED RIPRAP 2' DEEP ALONG SPILLWAY WITH 18' DEEP GR4NNULAR FILTER BLANkET & C�OTEXTILE FAORIC SECTION A–A ; PLAN AND SECTION WAY BE AIWnED AT THE INWRETION OF THE CITY ENGINEER WHEN GONINDONS SUCH AS PIPE VELOCITIES DO NOT REOUIRE SUCH EX"WIVE RLP RAP - Standard Plate Library City of Monticello Title: Spillway Section ]ate: 0,3_0 3 — 0 Plate 4010 N1o. �I �y Revised: — I `rO 1 0 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 5 P� 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 �cyoNdv_tn 03/07/2022 PUD DEVELOPMENT PLANS 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD � I I V} � �mcvv�aavwNromarovo QCO C9 Oi w � x�a _ T ry ry � ion � II U � n � d r��aaN�aarmrnNao�,n.n W �� N .r7 in ua ,n n op m ra � � W } W 61 r +O C6 Ml � �L �N � O 4U +D N ri�ai td a5 /] 1-:'pNNN�I �fI CO rF}�O 6trry N C3 1'i d � rh d � CC g � ZQ ❑. YN�9D P'7 N7^00 � .F5 if}N]-09NIE}NW4 .iY �6 C+ d0 GALVANIZED GRATE (SPLIT) 411 x 4" OPENING RIM ELEV:(, 6" OPENI 6" OPENING INV:931.80 Inn CI ��'033.50 D OUTLET APRON OUTLET 35 �vlvlr IIvv.927.35 OUTLET STRUCTURE OS -2 DETAIL SCALE=N.T.S. FILL AS NEC..- .,., AND CbMIPACi BASE 6' 6' LCLASS V GROUTED HANDPLACED RIPRAP 2' DEEP ALONG SPILLWAY WITH 18' DEEP GR4NNULAR FILTER BLANkET & C�OTEXTILE FAORIC SECTION A–A ; PLAN AND SECTION WAY BE AIWnED AT THE INWRETION OF THE CITY ENGINEER WHEN GONINDONS SUCH AS PIPE VELOCITIES DO NOT REOUIRE SUCH EX"WIVE RLP RAP - Standard Plate Library City of Monticello Title: Spillway Section ]ate: 0,3_0 3 — 0 Plate 4010 N1o. �I �y Revised: — I `rO 1 0 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 5 P� 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 2 04/05/2022 PERMIT SUBMITTAL PLANS 3 07/05/2022 FINAL STAGE PUD CIVIL DETAILS DRAWING NO. C704 I 6" r 4.00% b� 4' TOPSOIL. SEED. AND MULCH OR SOD Q (T(PICAL) 2' sa' MODIFIED DESIGN D CURB & GUTTER 4.00 1 1/2 TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 3" TYPE 2360 BITUMINOUS NON—WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) 12" TQ 24" SELECT GRANULAR BORROW (2'— 6" BEHIND CURB) (D 5" MINIMUM SCARIFr AND COMPACT SUSGRADE TYPICAL SECTION URBAN RESIDENTIAL Q 3 ROLLS OF SOD TO BE PLACED BEHIND CURB AND $rDEWALK/TRAIL- Q THE USE AND THICKNESS OF SELECT GRANULAR BORROW DETERMINED BY DEVELOPERS GEOTECH AND APPROVED BY CITY ENGINEER. i STRE£T WIDTH TO SE CUERMIN£D 6'r THE CITY ENGINEER. 6" PERFORATED P -E, PIPE WITH FABRIC- INSTALL WHERE CLAY SOILS .ARE ENCOUNTERED :N THE ROADWAY SUBGRADE OR AS DIRECTED 13Y THE ENGINEER. SEE PLATE 4006 FOR DETAILS Title: Standard Plate Library City of Monticello CONCRF7E CURB AND GUTTER b EXPANSION JOINTS 6 tl a c A Typical Street Residential (Minor) )ate: 03-05 Plate No. Revised: 5002 03-17 -0° 5' CONCRETE T4 BE POURED INTEGRALLY EXPANSION WITH CURB JOINTS PLAN EXPANSION JOINTS s a i EXPANSION JOINTS 8618 CONCRETE CURB AND GUTTER d VAR+.qg� 1/4 P 1A41N ,r t • 7.. MIN. T� _ F7�a 3/417 a WIDTH VARIES 5' MIN. SECTION B—B Standard Plate Library City of Monticello SECTION A—A Title: Commercial Driveway Entrance ]ate: 03-05 Plate No. ReWsed:03— 1 5 5008 12" 3/4 " f PER FT" t/2 R. 1/2 R 3" 3'.1 r � MODIFIED DESIGN "D" 5'— O" TYPICAL STANDARD FRAME 8c BOY FOR 136I$ CURS Lc GUTTER m m D MODIFIED DESIGN "D" CURB & B618 Q 0 GUTTER (TYPICAL, SEE ABOVE) k PI -41 0 4 � AiOA[ I MATCH MODIFIED DESIGN "D" CURB & GUTTER (TYPICAL) as1 (rQry�� NOTE+ STORM SEWERTOP Of CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.1'0' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE .CONCRETE CURB SHOULD BE TRAtSiTIONED FROM THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATiflN 5 FEET ON mH six OF THE CENTER Or THE CASTING - Standard Plate Library City of Monticello I Title: Concrete Curb & Cutter at Catch Basin Date:—a5 Plate No. 03 Revised: 5004 03-15 Standard Plate Library City of Monticello rtle: Typical Cul -De -Sac 03'05 03-15 5010 SAE SLOPE AS "A9WAY �•• si HORIZONTAL (FORMS MAY BE TILTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3'R 1 1/2 3"R G" 13 1f2 SLOPE 0,06 FT/FT " OR SLOPE 3/4"/rT AMIN 7- rZ• • � : a JAMIZONTAL LINE ti� MND07 ,y SLOPE 4.06 FT/FY NORMAL, UNLESS l STANDARD PLATE N0, 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE 6 PERMrTTED, THE FORM CONCRETE 04474 CU YDS / UN fT (@612) MAY BE TILTED B612 CONCRETE CURB & GUTTER 0ONCRETE — 21.1 FT CU. YDS. 8612 DIVIDER PLATE 3°R 1 1/2 3"R 3f gw 13 1/2 " SLOPE Gk6. FT/FT OR SLOPE 3/4"/FT 02" MIN F2" 7" I"2• ` • f / 0 HORIZONTAL UNE "I Nor MNDOT [ SLOPE 0.06 FT/FT NORMAL., UNLESS STAhIDARO PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUITMAYTER SLOPE 13E TILTED IS PERMITTED, THE FORM B618 CONCRETE CURB & GUTTER CONCRETE o ca�TE - o. -s17-2 r / myn. 06 6)(ss1s) 12" 3/4 " 1 PER FT 3' 1/2 " R 7y HORIZONTAL 1 v LINE 2' O" MODIFIED DESIGN "D" CURB & GUTTER Title: Standard Plate Library Concrete Curb & Gutter for Streets City of Monticello Date: o—�� Plate Na. 5005 Revised: 03-15 2%. MAXIMUM CFWS SLOPE 6'-- CONTRACTION JOINTS d � d 1-12" ORANULAR BORROW OR 6" CLASS 5 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH — 6' DEPTH — 6" FOR NEW DEVELOPMENTS *4" MINIMUM FOR EmSTING AREAS, 6- AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH - 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS - 6' INTERVALS EXPANSION JOINTS - 60' INTERVALS (APPROX) *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Standard Plate Library City of Monticello Y Title: Typical Sidewalk 03-05 03-17 Na. 5012 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: RX CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE I DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 04/05/2022 PERMIT SUBMITTAL PLANS 07/05/2022 FINAL STAGE PUD 2 3 CIVIL DETAILS DRAWING NO. C705 BITUMINOUS TRAIL DESIGN -- PATHWAY WIDTH 10 ft - SHOULDER WIDTH( 1 ft MIN. 3" SP 9.5 WEARING 6' CL 5 AGGREGATE 12' SELECT GRANULA 6" MINIMUM SCARIFY (SUBGRADE PREP) FABRIC IF DIRECTED NOTES: 1. TRAIL CONSTRUCTION SIfALL BE IN ACCORDANCE WITH THE MOST RECENT EOTTION OF THE M OF MONTICELLO GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. 2. PEDESTRIAN RAMPS SHALL BE OANSTRUCTED WITH TRUNCATED DOMES AND CONFORM TO ADA REQUIREMENTS. 3. MODIFY SURFACING, BASTE, A14D SJUKRADE DESIGN BASED ON EXPECTED VEHICULAR USE AND SUBGRADE SOILS. 2-3/8" Standard Plate Library City of Monticello BOULEVARD GRADE 1111111-11111111 11,: X1111111= VIII Illi �Illl lfllf] — a" �" Irl k111 II 1111Im umi ° �7_ =1111111 _-l:lilll� � '; 1111111 I FA CONCRETE GROUT Iltllll R. •'4 � � 11111111=1111111 Title: Typical Trail Section ?ate: 03-05 Plate No. Revised, 03-15 5013 TRAFFIC SIGN SPECIFICATIONS ALUMINUM SHALL BE: 5052-1438 OR 6061-T6 ALLOY GAUGE SHALL BE: .080 ON THE LONGEST SIDE LIP TO 30" .100 01I LONGEST SIDE OVER 30" SIGNS SHALL BE NOTCHED FOR USE WITH E-450 BRACKETS 9' STREET NAME SIGNS SHALL HAVE 6' UPPER CASE LETTERS WHITE ON GREEN H10H IMTENSITY GRADE SHEETING WITH II SERIES E BORDER ALL SIGN$ SHALL CONFORM TO SECTIONS 2564 ANG 3352, SIGNS AND MAf�KERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. =11k (III 911111111 1111 TUBULAR POSTS SPECIFICATIONS (III TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFRC CONTROL SIGNS, SHALL VARY IN LENGTH(, SHALL HAVE A DIMPLE[) TUBE BELOW GRADE OR INSTALL A ANTI- ROTATION DEVICE TO PREVENT TUBE FROM TURNING. SHALL BE 2-3/8' O.D.. SHALL BE GALVIN12ED AND SHALL HAVE A WEIGHT OF 2LB./FT. NOTE: CONCRETE GROUT TO BE MINED THOPDUGiiLY WITH WATER BEFORE INSTALLATION NOTF: TYPICAL SIGN INSTALLATION WHEN STREET HANE SIGNS ARE TO BE INSTALLED Standard Plate Library City of Monticello rtle: Typical Traffic Sign Installation )ate: 0.3-05 Plate No. Revised 5017 •a3-15 k MAJILBOX MOTES: (D -cop bF CURB To FLOOR of mAJLBbx ( } BACK OF CURB TO FRONT OF MAILBOX. ADS FOR INSTALLATIONS IN RURAL LOCATIONS OFFSET FRONT OF MAILBox 9'-i2".FROM D 0 ( } EDGE Or TURNOUT OR USABLE SHOULDER QPROVIDE YELLOW 3' ROUND REFLECTOR ON. APPROACH SIO£ OF' P85T (FIRST POST ONLY FOR TWO PO51 INSTALLATIONS) (DPROVIDE 3" SEPARATION BETWEEN MAILBOXES 6" 5kIJARE CEDAR OR TREATED *n6P Posr SITUU41HOUS ROADWAY (TYP) -/\\ Mi]i11ilE❑ 'D" CURB GUTTER (TYT?) NOTE., MIMMUM 3 MAILBOXES TQ MAXIMUM 8 MAILBOXES NOT€: 1 MAILBOX TO MAXIMUM 2 MAILBO`€ES ON SINGLE POST ON ODU6LE POST INSTALLATION INSTALLATION rH1HSEEEFE (HSEnHS RSE HSE HFE r HSE h .4LII 11 M1 h A h h_ A nx x x B 77 Mailbox Detail tStandardPlate Liblrary Nei, -Residential of Monticello Date: Plate No. City 03-07 Rev3sea03-15 5014 J"� 5' MIN. NOTES: DEAD END ROADWAY SIGNS SHALL BE X4-11 WITH THE FOLLOWING COLOR'S: REFLECTORS - RED (DIAMOND GRADE) BACKGROUND RED MEDIAN SIGNS SMALL BE x4-2 WITH THE FOLLOWING COLORS REFLECTORS - YELLOW (DIAMOND GRADE) QACKGROUND BLOCK OR YELLOW STEEL CHANNEL POSTS SHALL wFI 3LE3_/FT_ AS REQUIRED, POSTS SHALL BEPUTICHED ON 1' CC AND GALVANIZED. POSTS SHALL BE OF THE 4 -RIS DESIGN. HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED, Standard Plate Library City of Monticello Title: Permanent Barricade Hazard Markers )ate: 03-05 Plate No. ReVsad:03-15 5018 NS}IL: ALL WOOD SHALL HE CEDAR OR TREATED MAILBOY HEIGHT & OFFSET TABLE USE BY THE HOLDER OR DISCLOSURE TO OTHERS HEIGHT I OFFSET 2 ENGINEERING INC. IS PROHIBITED. IT CONTAINS CURB do GUTTER DESIGN (IN) (IN) DESIGN TREE ENGINEERING INC. REPRODUCTION OF 66 41 - 4e 11 ERMISSION OF DESIGN TREE ENGINEERING INC. MOD "D" 44 - 45 15 MAJILBOX MOTES: (D -cop bF CURB To FLOOR of mAJLBbx ( } BACK OF CURB TO FRONT OF MAILBOX. ADS FOR INSTALLATIONS IN RURAL LOCATIONS OFFSET FRONT OF MAILBox 9'-i2".FROM D 0 ( } EDGE Or TURNOUT OR USABLE SHOULDER QPROVIDE YELLOW 3' ROUND REFLECTOR ON. APPROACH SIO£ OF' P85T (FIRST POST ONLY FOR TWO PO51 INSTALLATIONS) (DPROVIDE 3" SEPARATION BETWEEN MAILBOXES 6" 5kIJARE CEDAR OR TREATED *n6P Posr SITUU41HOUS ROADWAY (TYP) -/\\ Mi]i11ilE❑ 'D" CURB GUTTER (TYT?) NOTE., MIMMUM 3 MAILBOXES TQ MAXIMUM 8 MAILBOXES NOT€: 1 MAILBOX TO MAXIMUM 2 MAILBO`€ES ON SINGLE POST ON ODU6LE POST INSTALLATION INSTALLATION rH1HSEEEFE (HSEnHS RSE HSE HFE r HSE h .4LII 11 M1 h A h h_ A nx x x B 77 Mailbox Detail tStandardPlate Liblrary Nei, -Residential of Monticello Date: Plate No. City 03-07 Rev3sea03-15 5014 J"� 5' MIN. NOTES: DEAD END ROADWAY SIGNS SHALL BE X4-11 WITH THE FOLLOWING COLOR'S: REFLECTORS - RED (DIAMOND GRADE) BACKGROUND RED MEDIAN SIGNS SMALL BE x4-2 WITH THE FOLLOWING COLORS REFLECTORS - YELLOW (DIAMOND GRADE) QACKGROUND BLOCK OR YELLOW STEEL CHANNEL POSTS SHALL wFI 3LE3_/FT_ AS REQUIRED, POSTS SHALL BEPUTICHED ON 1' CC AND GALVANIZED. POSTS SHALL BE OF THE 4 -RIS DESIGN. HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED, Standard Plate Library City of Monticello Title: Permanent Barricade Hazard Markers )ate: 03-05 Plate No. ReVsad:03-15 5018 NOTE; TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE PLQT INSTALLED (Standard Plate Library City of Monticello Standard Plate Library City of Monticello Title; Typical Traffic Sign Installation Date: 03-05 Plate No. Revised- 03-17 3-17 5016 16 m a W 0 LD W Y 0 o FL Title: Service Drop Locations for all Developments )ate: 03-05 Plate No. Revised: 03-15 7005 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 P� QO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS o USE BY THE HOLDER OR DISCLOSURE TO OTHERS TRAFa=I=: SIGN SPECIFICATIONS ENGINEERING INC. IS PROHIBITED. IT CONTAINS 0 a DESIGN TREE ENGINEERING INC. REPRODUCTION OF MATERIAL: ERMISSION OF DESIGN TREE ENGINEERING INC. a STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. 3#/FT. 4 CHECKED BY: JEA ALUMINUM SHALL BE 5052-H38 OR 5061 -T6 ALLOY. NO. a I DESCRIPTION GAUGE SHALL BE: .080 ON THE LONGEST SIDE 03/07/2022 PUD DEVELOPMENT PLANS 04/05/2022 PERMIT SUBMITTAL PLANS 07/05/2022 FINAL STAGE PUD 4 3 UP TO 30" a .100 ON THE LONGEST SIDE OVER 30" o d 3#/FT REFLECTING SHEETING SHALL BE DIAMOND GRADE. ALL SIGNS CONFORM TO SECTIONS 2564 AND 33521. SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR # a HIGHWAY CONSTRUCTION. a a CHANNEL POST SPECIFICATIONS 4 GALVANIZED STEEL CHANNEL POSTS SHALL 0 0 BE USED, 2.5 LB/FT POSTS SHOULD BE a z USED THAT ARE PUNCHED ON 1" CC. 15 GALVANIZED POSTS SHALL BE OF THE ° 4 -RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. NOTE; TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE PLQT INSTALLED (Standard Plate Library City of Monticello Standard Plate Library City of Monticello Title; Typical Traffic Sign Installation Date: 03-05 Plate No. Revised- 03-17 3-17 5016 16 m a W 0 LD W Y 0 o FL Title: Service Drop Locations for all Developments )ate: 03-05 Plate No. Revised: 03-15 7005 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 P� QO 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 I DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 04/05/2022 PERMIT SUBMITTAL PLANS 07/05/2022 FINAL STAGE PUD 2 3 CIVIL DETAILS DRAWING NO. C706 Gravel pads) MnDOT Class CA -15 or CA -25 Riprap Bedding Oeotextile fabric Geotextile fabric SECTION B -B (not to scale) SECTION A -A (not to scale) Origincl grade Ribbed or Corrugated steel plates N RTES: Channerize runoff Lo sediment Sediment Trapping Device trapping device A I CD 1- C!3 xl W Match Existing Grade Original grade Ribbed or Corrugated steel plater 24 min. �I Slope away from highway oU mlrl. or Right of Way PLAN Standard Plate Library City of Monticello Title: Commercial Gravel Construction Entrance ]ate: 05-14 Plate No. Revised: -15 6002 03 Ernergency spillway crest {fat Pi e Anti seepage collar (typ-) TEMPORARY SEDIMENTATION BASIN WITH OUTLET PIPE Emergency spillway crest Perforated t t Standpipe Anti seepage collar (typ.) TEMPORARY SEDIMENTATION BASIN WITH STAND PIPE OUTLET r� Emergency spillway " Perforate standpipe 34 rock cane 1/3 Z i •° tD 1" hales spcced 8" to 10" on center D = diameter of standpipe equal to diameter of pipe. NOTE: Pipe material must be rigid STAND PIPE DETAIL Title. Temporary Sediment Standard Plate Library Basin City of Monticello Date: Plate No. �3-07 Revised: 03-15 6007 -1 EXISTING _ PAVED 1P' MIN CONSTRUCTI❑N MATS, WOVEN OR TRH ROADWAY 50' MIN END UVERILAP TRM END OVERLAP WITH SPIKES OR STAKES STRAP CONNECTORS CONSTRUCTION MAT END ❑VERLAI� INTERL❑CK WITH STRAP CONNECTORS END OVERLAP DISTURBER AREA, CONSTRUCTION SITE, STABILIZED STORAGE AREA OR STAGING AREA SIDE OVERLAP Where L14z piuw VI WULCr it sheeting, place sod strips perpendicular to the direction of water flow. PAD AREA 0NY SIZE) Standard Plate Library City of Monticello Title: SIDE /OVERLAP Mud Mat Entrance JULc. 06-14 Revised: 06-14 SHINGL Plate No. 6003 Where the flow of water is concentrated, place sod sties porollel 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 estoblishment of the sad including repair or replacement of sad which becornes displaced or damaged due to lack of protection or proper care. Standard Plate Library City of Monticello Title: Sod Placement 03-07 03-15 6010 DF ]EIGHT PLAN WIMCO ROAD DRAIN CG -23' HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS 4 OF THE CURE) BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMISLY ' FOR THE NEW R -3294 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EOUAL. Standard Plate Library City of Monticello FILTER ASSEMBLY 1?rAM£TER. S' ON -GRAM 10' AT LOIN POINT HIGH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert ]ate: 03-07 Plate No. Revised=o3-16004 Alk • 0 a' 3.3' • LL7 STAPLES PER 60. VD. &.T SLCPES 1. It STAPLES PER SO. Y0. 11 Su1r€5 3.15 STAPLES PER SO. M HIP] FV. M CHMOU IL SHOREUM 1. PREPARE SOK BEFORE INSTALLING BLANKETS, INCLUGINGAW NECESSARY APPLKATION pF LIME. FE"LIZER, AND SEED. 2.6EOIN AT nl- rOP OP THE SLOPE BY ANCHOMNO Tiff BLANKET INA 6'(15=1 DEEP X 6' (15—) W[)E )HOhKH WFfH AFPRDxILUl7�Y 12'r9[klnj OF BLRT![EC EKTENDED EE76Hd'iHE uPSLOFE PIXtTICN OF THE YYENCH. ANCHOR THE aLAMEF WITH A ROW DFSTAPLES?STMES APPRORBAATEIY 1Y BRM) APART INTHE BOTTOM OF THE TRENCH. 5AUKR L AND COMPACT THE TRENCH AFTER $TAPLMG_ APPLY SEED TO COLPACTFU B(31L &W FDLD REM. AMNIG i2�13Df p PORTICHk OF aLANKET BACK OVER SEED AND COMPACTED SOIL. SECURFBLANKETUWERCOMPACTED SOIL WRhAROWOF STAPLESISTAKES SPACEP APPROXIMATELY WP)APART ACR033 THE WIDTH OF THF 9EANKET. 9. ROU THE 0~ET5 {A.) PGV-%OR LI'J HOFUCHTALH-Y ACROSS THE SLOPE. PL NKFYC WILL UNRUCL VeFH APPROPWTE UIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE B€CURELY PASTENED TCSCIL &URFACE BY PLACING BTArLMWAK ES. IN APPROPRIATE LOOATIONSAS SHOWN IN THE STAPLE PATTERN GLIDE. WHEN USING OP710kAL DCCT SYSTEM. STAPLE9rSPIXES z*66w BE PLAcia) TH4i0UCai EACH OF YHE CDLDWED DOTS CORY € PONDING 7o THp APPROPRIATE STAPLE PATTERN. a. THE EDGES OF PARALLEL BLANKETS MUST BE BTAPLMV011H APPROXIMATELY. 2'-' XSm i25D"OVERLAP DEPENONG oN DLANKET TYPE. rG ENSURE PROPER BEAM ALMIAENT. PLACE THE EDGE OF THE OVERLAPPINO M -A NXET (BLANKET BEING I NSTALLERON TORI EVEN WFFH THE COLORED SEM STFFCH ON THE PREMUSLY FMSTM-LED BLANKET_ 5. CONSEQLMVE BLANKETS SRKCED DOWN THE SLOPE MUST BE PLACED ENO OVER END )&fl"GLE STYLE) MTH AN APPROXIMATE 3' (75-N OVERLAP, STAPLE THROUGH OVERLAPPED ARI=A. APPR13 XIMATELY 17I36mn}APART ACR7£5 ENTIRE 9LAMET WIDTH. NOTE: 'IN 4WSE SCIL OONDMONS, TME) VSE OF $TAPkF OR $TAKE LFF*TH$ OREATER THAN$' (til MAY BE NFGESSARY Tp PROPERLY 9DCURE TME BLANKETS. Standard Plate Library City of Monticello Title: Erosion Control Blanket Stapling Patterns &. Installation Date: 03-08 Plate No. Revised; 03-15 6011 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 a a Q 0 USE BY THE HOLDER OR DISCLOSURE TO OTHERS v a51et 8 0 ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF V 8 o THE MATERIAL HEREIN WITHOUT WRITTEN IeIt P 4 v STATES AND WILL SUBJECT THE VIOLATORS TO 1 o 116 b o DRAWN BY: RX CHECKED BY: JEA 0 Q Q 0 a 0 a DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 04/05/2022 PERMIT SUBMITTAL PLANS 07/05/2022 FINAL STAGE PUD 2 3 Where L14z piuw VI WULCr it sheeting, place sod strips perpendicular to the direction of water flow. PAD AREA 0NY SIZE) Standard Plate Library City of Monticello Title: SIDE /OVERLAP Mud Mat Entrance JULc. 06-14 Revised: 06-14 SHINGL Plate No. 6003 Where the flow of water is concentrated, place sod sties porollel 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 estoblishment of the sad including repair or replacement of sad which becornes displaced or damaged due to lack of protection or proper care. Standard Plate Library City of Monticello Title: Sod Placement 03-07 03-15 6010 DF ]EIGHT PLAN WIMCO ROAD DRAIN CG -23' HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS 4 OF THE CURE) BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMISLY ' FOR THE NEW R -3294 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EOUAL. Standard Plate Library City of Monticello FILTER ASSEMBLY 1?rAM£TER. S' ON -GRAM 10' AT LOIN POINT HIGH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert ]ate: 03-07 Plate No. Revised=o3-16004 Alk • 0 a' 3.3' • LL7 STAPLES PER 60. VD. &.T SLCPES 1. It STAPLES PER SO. Y0. 11 Su1r€5 3.15 STAPLES PER SO. M HIP] FV. M CHMOU IL SHOREUM 1. PREPARE SOK BEFORE INSTALLING BLANKETS, INCLUGINGAW NECESSARY APPLKATION pF LIME. FE"LIZER, AND SEED. 2.6EOIN AT nl- rOP OP THE SLOPE BY ANCHOMNO Tiff BLANKET INA 6'(15=1 DEEP X 6' (15—) W[)E )HOhKH WFfH AFPRDxILUl7�Y 12'r9[klnj OF BLRT![EC EKTENDED EE76Hd'iHE uPSLOFE PIXtTICN OF THE YYENCH. ANCHOR THE aLAMEF WITH A ROW DFSTAPLES?STMES APPRORBAATEIY 1Y BRM) APART INTHE BOTTOM OF THE TRENCH. 5AUKR L AND COMPACT THE TRENCH AFTER $TAPLMG_ APPLY SEED TO COLPACTFU B(31L &W FDLD REM. AMNIG i2�13Df p PORTICHk OF aLANKET BACK OVER SEED AND COMPACTED SOIL. SECURFBLANKETUWERCOMPACTED SOIL WRhAROWOF STAPLESISTAKES SPACEP APPROXIMATELY WP)APART ACR033 THE WIDTH OF THF 9EANKET. 9. ROU THE 0~ET5 {A.) PGV-%OR LI'J HOFUCHTALH-Y ACROSS THE SLOPE. PL NKFYC WILL UNRUCL VeFH APPROPWTE UIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE B€CURELY PASTENED TCSCIL &URFACE BY PLACING BTArLMWAK ES. IN APPROPRIATE LOOATIONSAS SHOWN IN THE STAPLE PATTERN GLIDE. WHEN USING OP710kAL DCCT SYSTEM. STAPLE9rSPIXES z*66w BE PLAcia) TH4i0UCai EACH OF YHE CDLDWED DOTS CORY € PONDING 7o THp APPROPRIATE STAPLE PATTERN. a. THE EDGES OF PARALLEL BLANKETS MUST BE BTAPLMV011H APPROXIMATELY. 2'-' XSm i25D"OVERLAP DEPENONG oN DLANKET TYPE. rG ENSURE PROPER BEAM ALMIAENT. PLACE THE EDGE OF THE OVERLAPPINO M -A NXET (BLANKET BEING I NSTALLERON TORI EVEN WFFH THE COLORED SEM STFFCH ON THE PREMUSLY FMSTM-LED BLANKET_ 5. CONSEQLMVE BLANKETS SRKCED DOWN THE SLOPE MUST BE PLACED ENO OVER END )&fl"GLE STYLE) MTH AN APPROXIMATE 3' (75-N OVERLAP, STAPLE THROUGH OVERLAPPED ARI=A. APPR13 XIMATELY 17I36mn}APART ACR7£5 ENTIRE 9LAMET WIDTH. NOTE: 'IN 4WSE SCIL OONDMONS, TME) VSE OF $TAPkF OR $TAKE LFF*TH$ OREATER THAN$' (til MAY BE NFGESSARY Tp PROPERLY 9DCURE TME BLANKETS. Standard Plate Library City of Monticello Title: Erosion Control Blanket Stapling Patterns &. Installation Date: 03-08 Plate No. Revised; 03-15 6011 DESIGN*TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RX CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 04/05/2022 PERMIT SUBMITTAL PLANS 07/05/2022 FINAL STAGE PUD 2 3 EROSION CONTROL DETAILS DRAWING NO. C707 VVIM� NUT OVERFLOW SLOT IN SHROUD ATTACHMENT HOOK SILT FA$RIG SLEEVE PER MnDOT SPECIAL PROVISION 38M 1 0 i • / 1 A 4 e - d d d 4 v. OVERFLOW SLOT IN 5HROUD SILT FABRIC SLEEVE PER MnOOT SPECIAL PROVISION 3888 Standard Plate Library City of Monticello Title: Inlet Protection Grate Inlet Cover ]ate: 03-07 Plate No. Revised: 03-15 6005 INFILTRATION BMP CONSTRUCTION REQUIREMENTS: 1. PROTECT SITE: BEFORE THE PROJECT STARTS, THE INFILTRATION BMP PERIMETER IS REQUIRED TO BE MARKED AND STAKED OFF TO AVOID SOIL COMPACTION. EXAMPLES: YELLOW CAUTION TAPE OR SILT FENCE. 2. DON'T COMPACT: IT IS EXTREMELY IMPORTANT WHILE EXCAVATING AND THROUGHOUT THE CONSTRUCTION PHASE NOT TO COMPACT THE SOIL. KEEP VEHICLES AND EQUIPMENT OFF THE INFILTRATION AREA. 3. WHEN TO CONSTRUCT: INFILTRATION SYSTEMS SHOULD NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. CONTRIBUTING DRAINAGE AREAS ARE REQUIRED TO BE FULLY STABILIZED PRIOR TO BRINGING INFILTRATION SYSTEMS INTO USE. 4. DURING CONSTRUCTION OF AN INFILTRATION SYSTEM, RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (e.g. DIVERSION BERMS) ARE REQUIRED TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. INFILTRATION BMP'S SHOULD BE CONSTRUCTED AT THE END OF THE PROJECT IF POSSIBLE. 5. SOILS: SOIL MIXTURES (e.g. 70% SAND 30% COMPOST) MUST FOLLOW DESIGN SPECIFICATIONS. IF SOILS UNDER THE INFILTRATION AREA ARE HEAVILY COMPACTED OR OF MATERIAL THAT DOES NOT DRAIN (e.g. CLAY) ALTERATIONS MUST BE IMPLEMENTED SUCH AS DEEP SOIL RIPPING OR REMOVAL AND REPLACEMENT OF UNDERLYING SOILS. 6. GRADES AND ELEVATIONS: SLOPES, ELEVATIONS, AND DEPTHS OF THE INFILTRATION DESIGN ARE REQUIRED TO BE FOLLOWED TO ENSURE PROPER FUNCTIONING OF THE SYSTEM. 7. REMOVE SEDIMENT: SEDIMENT IS REQUIRED TO BE REMOVED FROM THE BMP WHEN THE PROJECT IS COMPLETED. 8. PRE-TREATMENT CONSTRUCTION: REQUIRED PRIOR TO DISCHARGING TO THE INFILTRATION BMP. IMPORTANT TO INSTALL CORRECTLY SO WATER CAN ENTER THE INFILTRATION AREA - SEDIMENT MUST BE REMOVED AT THE END OF THE PROJECT. 9. POST -CONSTRUCTION OPERATION AND MAINTENANCE: A POST -CONSTRUCTION MAINTENANCE PLAN IS REQUIRED. DO THIS PRIOR TO LAND DISTURBANCE PERMIT TERMINATION. 4:1 SIDE SLOPES MNDOT SEED MIX 33-262 V�\V�\V�\\ HWL=VARIES (SEE PLAN) _ _ _ _ _ _ _ _ _ _ AV�\V�\V?\\/ MINDOT SEED MIX \��VA�\VA�\VA \VAA\VAA\VAA\\ \25-151 OR SOD INSITU SOILS LOCATED IN THE �V�\ XV� X\ INFILTRATION INFILTRATION AREAS SHALL BE SCARIFIED TO A MINIMUM /VA\V�\V�V A\ \\\\\\\\\\\\\\\\\\\V�\V�AV�\V�\ \ DEPTH OF 12 INCHES PRIOR \ VA VA VA VA VA VA VA VA VA TO FINAL SOIL PLACEMENT ' �V �V �V �V �V �V �V �V �V �V �V �V �V �V �\ AND STABILIZATION\\\\\\\\\\\\/X\ \\ \�\\ \\� \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ LOOSE PERMA \ SEE PLANS FOR ELEVATIONS EABLE TOPSOIL/\\/\\�\\/\\/\\/\\\\\\\\\\\\ TYPICAL INFILTRATION BASIN SECTION SCALE=N.T.S. MNDOT SEED MIX 25-151 OR SOD c d � L m 41 II � 4 oln CL hl } J r hF Ia 02 IY I# �ao 41 W T 1L 1 wLi rl � d d _� TWT r, wW p V1 yWj �n m x F d r a 0 fY w rl Few �nfi4 Ir wa WI- W fe FI L1.1 w d @ 111 w 4 Z wzZd Q 4} 111 'z I! �}.. Wd LI w Q O W 2 W 4 ~ r-- O wy1, fin, �. `v ILj � �� LC 4s � it rI 7 n a zoo O W a !I " Lj 7 a �� w W Z L 1 # V) _ _ w C9 0% h I mEll 57 zp < OLa a ern < W� NN YW W� w'.. m'px �' �� 0 J Wz € m43 m "n�Uj (] CJD W a3 %min ❑ y 0 �/r 70 i1Ix 0 EY Fff10 mw 2W tll lwJ+ y g Cir- SOH y c m e i i "#'j Ul Lp V)wCLOP= io W +rte s Q mr b� zo �m $ ° I � _z d xc; i rz w rr d I o y O a W IBJ � *F- p = V p G 1ydm 'NO iyp [�jS {7 Z 4.1 } 7 p O I a T pmQ 4 WIr. V 0. lixz 7ZrFrLL W� .J'� W� II Gi mz D �x II C I I! Q�-1 =step Nd II LLJ Q�iFFF F02 V W S} y =iI !0 W4 Wk yaj� y r! . _ 6 0. d n ;� C I CL mamntl _ c i lb q@� �-' 4 � � � � �'�' I I I„ - ' z L0. r. kk � C rhe Y I P-) _ Gu}•�F� JQ JED II NiL VIOi-zw 0 �Ia1 yy��W 4 I La ul rzW�Fl�h II N 'j W JN� SS II C N13 4C i 2 W 4 A CALL TO GOPHER STATE ONE (4$1-0462) _ IS REQUIRED A MINIMUM OF 4S HOURS PRIOR TO AERFORWNG ANY EXCAVATION, Title: Residential B1.141161ng Standard Plate LibraryY Erosion Control Cit of Monticello Date: 03-05 Mate No. Revised: 03-15 6006 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 P� QO 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 04/05/2022 PERMIT SUBMITTAL PLANS 07/05/2022 FINAL STAGE PUD 2 3 EROSION CONTROL DETAILS DRAWING NO. C708 Project Description: The work on the project includes construction of a residential development including townhome units and a multi -family apartment building in Monticello, MN. Construction will include construction of a new public roadway including public utility extensions. Improvements also include grading and installation of stormwater management BMPs. EXAMPLE constructin a new high school facility for the St. Cloud Area School District 742. The project includes the p Y p 9 9 9 _ 9 9 tY p] construction of a new building, concrete sidewalks, new bituminous pavement, various playing fields, tennis courts, sanitary sewer piping, water service piping, and the installation of storm sewer piping and structures to newly constructed infiltration basins/stormwater BMPs. The project is located at an existing city -owned lot in Monticello, MN. The majority of the underlying soils on the property are in Hydrologic Soil Group "A" and have high infiltration rates when thoroughly wet. Receiving Waters: All existing stormwater runoff sheet flows to the northeast, southwest, and south. All stormwater runoff from proposed impervious surfaces will maintain the existing drainage patterns by discharging to the same locations as the existing runoff.. The runoff from impervious surfaces is collected and treated on site via a series of infiltration basin BMPs. Responsible Parties: The Owner and the Contractor are responsible co -permittees for the implementation of the SWPPP. The Contractor and Owner shall apply for the NPDES/SDS Construction Permit within 24 hours of award of Contract. The complete application must be submitted prior to start of construction activity. The Contractor is responsible for installation, inspection, maintenance, and repair of all erosion prevention and sediment control BMPs before, during, and after active construction. The Contractor shall amend the SWPPP before beginning construction to include the chain of responsibility of all operators on the site, or if not known, the title or position of the responsible party. The Contractor is responsible for identifying a trained person (as specified in the NPDES/SDS Contruction Permit) knowledgeable and experienced in the application of erosion prevention and sediment control BMPs who will oversee the implementation of the SWPPP before and during construction until the construction project is complete, the entire site has undergone final stabilization, and a Notice of Termination(NOT)/Permit Modification form has been submitted to the MPCA. The Owner must identify who will be responsible for the long-term operation and maintenance of all permanent stormwater management systems. The Contractor is liable until final stabilization of all disturbed areas is achieved and the Notice of Termination (NOT)/Permit Modification form is submitted to the MPCA (as specified in the NPDES/SDS Construction Permit). Once the identity of Responsible Parties is known, the SWPPP must be amended to include this information in the area below. Project Contacts: Project Engineer Michael Gerber Design Tree Engineering & Land Surveying 3339 W. St. Germain St. Cloud, MN 56301 (320)227-0203 mjq@dte-Is.com SWPPP Amendments: Owner Contractor Michael Hoagberg TBD Headwaters Development, LLC 6511 Nez Perce Drive Chanhassen, MN 55317 mhoagberg@headwatersdevelopment.com The Owner or Contractor must amend the SWPPP as necessary to include additional requirements, such as additional or modified BMPs that are designed to correct problems identified or address situations whenever: 1. There is a change in design, construction, operation, maintenance, weather or seasonal conditions that has a significant effect on the discharge of pollutants to surface water or underground waters. 2. Inspections or investigations by site owner or operators, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters or underground waters or that the discharges are causing water quality standard exceedances. 3. The SWPPP is not achieving the general objectives of minimizing pollutants in stormwater discharges associated with construction activity, or the SWPPP is not consistent with the terms and conditions of this permit. 4. At any time after the permit coverage is effective, the MPCA deems necessary. Construction Notes: Construction shall be governed by the MnDOT Standard Specifications for Construction, latest edition, City of Monticello's Specifications, special provisions, amendments, and the project specifications and details. Permits and maps relating to this project's SWPPP can be found in the Project Documents. The Contractor shall keep inspection and maintenance logs and NPDES/SDS Construction Permit on-site at all times during active construction. Please refer to the plans and specifications for additional SWPPP information. Soil Compaction should be minimized and topsoil should be preserved whenever and wherever possible during construction All soil stockpiling shall include sediment control devices and shall be placed in areas away from surface waters or natural buffers. Special Waters, Impaired Waters, & TMDL Implementation Plans: The site is located within 1 mile of a special water or an impaired water as identified by the MPCA. The site is located within 1 mile of the Mississippi River which is considered to be a Scenic or Recreational River Segment and Restricted Water as described in the NPDES/SDS permit. The Mississippi River also has an EPA -approved impairment for: Fecal Coliform, Mercury in fish tissue, and PCB in fish tissue. Additional BMPs or plan review are not required for compliance with the NPDES/SDS permit since runoff from the site does not discharge to the Mississippi River. All disturbed areas not actively being worked must be stabilized within 14 days. The Owner is responsible for the long term maintenance of all stormwater treatment facilities and private storm sewer systems. Inlet protection, silt fence, final stabilization, and other BMPs must be implemented prior to allowing any water runoff from being discharged off-site. Calculations: Disturbed Area 11.5 AC Pre -Construction Impervious Area 0.641 AC Post -Construction Impervious Area 7.384 AC Net Increase in Impervious Area 6.743 AC Sequence of Construction: The Contractor shall verify that all applicable permits have been obtained and the NPDES/SDS Construction Permit has been submitted to the MPCA prior to the start of construction. 1. The Contractor must plan for and implement appropriate construction phasing, vegetated buffer strips, horizontal slope grading, and other construction practices that minimize erosion. The location of areas not to be disturbed are shown on the plans. 2. The Contractor shall be responsible for full implementation and maintenance required by the SWPPP until) the Notice of Termination (NOT) is approved by the MPCA. 3. The Contractor shall construct erosion and sediment control BMPs in the following construction sequence: a. Install rock construction entrances where indicated in the plans. b. Install silt fence and inlet protection where indicated in the plans. c. Install silt fence around proposed infiltration BMPs to protect soils from compaction. d. Locate portable toilets on flat surfaces away from drainage paths. Position portable toilets so they are secure and will not tip or be knocked over. e. Construct concrete washout area and provide signage. f. Establish waste control areas. g. Construct temporary sediment basins where 5 acres or more drain to a common location. h. Construct diversions to sediment basins. i. Rough grade site. j. Leave disturbed area of site in a roughened condition to limit erosion. Temporarily stabilize areas that will be inactive for a period of 14 days. k. Install storm drainage system and place inlet protection as each inlet is installed. Energy dissipation devices shall be installed and functional within 24 hours of connecting pip outlets to surface waters. 1. Protect and repair BMPs, as necessary. m. Perform street sweeping as needed. n. Temporarily stabilize areas not actively being worked. o. Site construction (Utilities, paving, buildings, etc...) p. Final grading. q. Final stabilization (seeding, planting). Stabilized soil with the seed mix indicated on the plans. Maintain all vegetation until completion of construction. r. Remove temporary sediment basins when permanent cover has reduced the acreage of disturbed soil to less than five (5) acres draining to a common location. s. Construct stormwater infiltration basins and bioretention basins only when contributing drainage area has been constructed and fully stabilized. t. Remove erosion control devices upon site establishment in accordance with the NPDES/SDS Notice of Termination (NOT) requirements. Final Stabilization: Final stabilization is not met until all of the following are completed: 1. Stabilization by uniform perennial vegetative cover (70% density of it's expected final growth). The seed mix indicated on the plan or sod shall be used for final stabilization. 2. Permanent stormwater management system is constructed, meets all requirements, and is operational. 3. Drainage ditches are fully stabilized. 4. All temporary synthetic and structural BMPs are removed. 5. Sediment from conveyance systems and sedimentation basins are cleaned out (returned to design capacity). 6. Notice of Termination (NOT) is submitted to the MPCA. CONTACTS AGENCY NAME PHONE NUMBER Wright County Wright Soil & Water Conservation District (763) 682-1970 DNR Waters Janell Miersch (218) 739-7576 ext. 232 ACOE St. Paul Office (651) 290-5375 State Duty Officer MPCA (800) 422-0798 SWPPP Designer Michael Gerber, PE (320) 227-0203 Erosion Control Review Michael Gerber, PE (320) 227-0203 Erosion Control Supervisor TBD C501- C502 Erosion Control Maintenance and Inspection: BMP inspection and maintenance Responsible Party: 1. Inspect erosion control devices and provide routine maintenance as follows: a. Inspect erosion control a minimum of once per week and within 24 hours of a rainfall event greater than 0.5" in 24 hours. b. Records of each inspection and maintenance activity shall include: • Date and time of inspections. • Name of person(s) conducting inspection. • Accurate findings of inspection, including the specific location where corrective actions are needed. • Corrective actions taken (including dates, times, and party completing maintenance activities). • Date and amount of all rainfall events greater than 0.5" in 24 hours, and the amount of rainfall for each event. Rainfall amounts must be obtained by either a properly maintained rain gauge installed onsite, a weather station that is winin 1 mile of the site, or a wather reporting system that provides site specific rainfall data from radar summaries. • If discharge is observed during the inspection, the inspector must record and should photograph and describe the location of the discharge (i.e. color, odor, settled or suspended solids, oil sheen, and other obvious indicators of pollutants). • Documentation of amendments to the SWPPP proposed as a result of the inspection as required by the NPDES/SDS Construction Permit. c. Inspections may be suspended where construction activity has been suspended due to frozen ground conditions. Inspections must resume within 24 hours of runoff occurring, or upon resuming construction, whichever comes first. 2. Provide maintenance for all devices as follows: a. Silt fences and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, to see if fabric is securely attached to support posts or structure, and to see that posts and devices are securely in place. b. Silt fence, inlet protection at storm sewer inlets, and other erosion control devices shall be cleaned when sediment reaches 1/3 of the height of the erosion control device. c. Rock construction entrances shall be inspected for clogging of rock. Rock that has become clogged with sediment shall be removed and replaced with clean rock. d. Repairs or replacement of all erosion control devices shall occur within 24 hours of discovery. e. Temporary sediment basins shall be cleaned when sediment reaches 1/2 of the outlet's height or 1/2 of the basins storage volume. The basin shall be drained and sediment removed within 72 hours. f. Temporary diversion berms shall be inspected and any breaches shall be promptly repaired. g. Tracked sediment from construction vehicles onto public streets and paved areas (including paved areas on the construction site) shall be removed within 24 hours of discovery. h. The bottom and side slopes of the proposed stormwater treatment basins shall be stabilized within 200 feet of the property lines or point of discharge to any surface water, including curb and gutter, pavement, storm sewer, swales, or other similar stormwater conveyance devices. i. Removal of all deltas and sediment deposited in surface waters and re -stabilization of exposed soils shall be accomplished within 7 days of discovery. Pollution Prevention Management Measures: 1. Storage, handling, and disposal of construction products, materials and wastes: a. The Contractor shall comply with the following to minimize the exposure to stormwater (any of the products, materials, or wastes/products which are either not a source of contamination to strormwater or are designed to be exposed to stormwater are not held to this requirement): • Building products that have the potential to leach pollutants must be under cover (e.g. plastic sheeting or temporary roofs) to prevent the discharge of pollutants or be protected by a similarly effective means designed to prevent contact with stormwater. • Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials must be under cover (e.g. plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by similarly effective means designed to prevent contact with stormwater. • Hazardous materials, toxic wastes (including oil, diesel fuel, gasoline., hydraulic fluids, paint solvents, petroleum-based products, wood preservatives, additives, curing compounds, and acids), must be properly stored in sealed containers to prevent spills, leaks, or other discharge. • Restricted access storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials must be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. • Solid wastes must be stored, collected, and disposed of properly in compliance with Minn. R. ch. 7035. • Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041. 2. Fueling and maintenance of equipment or vehicles; spill prevention and response: a. The Contractor shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any areas where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. b. The Contractor must conduct fueling in a contained area unless infeasible. c. The Contractor must ensure adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. d. The Contractor must report and clean up spills immediately as required by Minn. Stat. 115.061, using dry clean up measures where possible. 3. Vehicle and equipment washing: a. If the Contractor washes the exterior of vehicles or equipment on the project site, washing must be limited to a defined area of the site. b. Runoff from the washing area must be contained in a sediment basin or other similarly effective controls and waste from the washing activity must be properly disposed of. 4. The Contractor must properly use and store soaps, detergents, and solvents. 5. No engine degreasing is allowed on site. 6. Concrete and other washout waste: a. The Contractor must provide effective containment for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds, and other construction materials) related to the construction activity. b. The liquid and solid waste must not contact the ground, and the containments must be designed so that it does not result in runoff from the washout operations or areas. c. Liquid and solid wastes must be disposed of properly and in compliance with MPCA rules. d. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. Dewatering and Basin Draining: Dewatering or basin draining that may have turbid or sediment laden discharge water must be discharged to a temporary or permanent sedimentation basin on the project site whenever possible. Discharge from the temporary or permanent sedimentation basin must be visually checked to ensure adequate treatment is obtained in the basin and nuicance conditions, impacts to wetlands, and erosion in receiving channels or on down gradient properties will not result from the discharge. Adequate sedimentation control measures are required for discharge water that contains suspended solids. If using using filters with backwash water, either haul the backwash water away for disposal and return the backwash water to the beginning of the treatment process, or incorporate the backwash water into the site in a manner that does not cause erosion. Timing of BMP Installation: The erosion and sediment control BMPs shall be installed as necessary to minimize erosion from disturbed surfaces and capture sediment on site and shall meet the NPDES/SDS Construction Permit part VII requirements. Perimeter controls shall be placed prior to the start of any construction. All disturbed areas not actively being worked must be stabilized within 14 days. Storm Water Pollution Prevention Plan: The Permitees must implement the entire SWPPP and the requirement of the NPDES/SDS Construction Permit. The BMPs identified in the SWPPP and in the permit must be selected, installed, and maintained in an appropriate and functional manner that is in accordance with manufacturer specifications and accepted engineering practices. Temporary Sediment Basins: Project is not required to provide temporary sediment basins for construction. Future Operation and Maintenance (O&M): The Owner shall be responsible for performing future operations and maintenance of the permanent stormwater management systems on the property. LOCATION OF SWPPP REQUIREMENTS DESCRIPTION TITLE SHEET # OR SPECIFICATION SECTION Receiving Surface Water City of Monticello Storm Sewer C301 -C407 Final Stabilization Erosion Control Plan C501- C502 Drainage Plans Site Grading & Utility Plan C301 -C407 Drainage Details Details C701 - 706 Erosion Control Sheets Erosion Control Plan C501- C502 Erosion Control Details Details C707 -C708 Erosion & Sediment Control Quantities Erosion Control Plan C501- C502 Existing & Proposed Drainage Maps Final Stormwater Management Plan Project Manual L l�. 0 Prairl� Rd � Rives Fsi�@ m fir. Cernem ry alter reak [75� 0 ridgYr-i�pre r -y Park q` x Mo nttello .y `F - C 6 u �itry QS club iD,sS *rte r� 3r e fah ��J Gopll Course Ra 5 ■ �r --- Tr �f �� ontfcello � C 3 94� FN, rrt, S? �N w` Dwndas Rd 0 w n I I o UNIVERSITY OF MINNESOTA Michael J. Gertner Construction Site Management (May 31 2023) Design of Construction SWPPP (May 31 2024) 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. ___7 X44"I_ /111(1� PRINTED NAME: MICHAEL J. GERBER DATE: 03/07/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO PN/ t�tiQ O 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 I DESCRIPTION 1 03/07/2022 PUD DEVELOPMENT PLANS 04/05/2022 PERMIT SUBMITTAL PLANS 07/05/2022 FINAL STAGE PUD 2 3 SWPPP NARRATIVE DRAWING NO. C709 FINAL STAGE PUD PLANS HEADWATERS DEVELOPMENT - MULTIFAMILY MONTICELLO, MN T RFU E NORTH INDEX OF SHEETS: C001 COVER SHEET C101 EXISTING CONDITIONS PLAN C102 REMOVALS PLAN C201 CIVIL SITE PLAN C301 GRADING PLAN C401 UTILITY PLAN SANITARY SEWER & WATERMAIN C402 UTILITY PLAN STORM SEWER C501 EROSION CONTROL PLAN C601 CIVIL DETAILS C602 CIVIL DETAILS C603 EROSION CONTROL DETAILS PROJECT CONTACTS OWNER HEADWATERS DEVELOPMENT, LLC MICHAEL HOAGBERG 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 EMAIL: mhoagberg@headwatersdevelopment.com CIVIL ENGINEER DESIGN TREE ENGINEERING & LAND SURVEYING MICHAEL J. GERBER 3339 W. ST. GERMAIN STE 250 ST. CLOUD, MN 56301 TEL: 320-227-0203 EMAIL: MJG@dte-Is.com LAND SURVEYOR DESIGN TREE ENGINEERING & LAND SURVEYING JON SCHUETTE 120 17TH AVENUE WEST ALEXANDRIA, MN 56308 TEL: 320-460-7110 EMAIL: IDS@dte-Is.com GENERAL NOTES: 1. TOPOGRAPHIC SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, TOPOGRAPHY WITH SPOT ELEVATIONS AND PHYSICAL FEATURES WAS PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 3339 W. ST. GERMAIN ST. SUITE 250 ST. CLOUD, MN 56301 2. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT 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. / X44�1411 /1111/� PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY P� QO MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 09/05/2022 FINAL STAGE PUD PLANS COVER SHEET DRAWING NO. i c NOTES: — — — 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: \ \ \ \ \ \ \ \ \ \ \ \ DESIGN TREE ENGINEERING & LAND SURVEYING EX. CB \ \ \ \ \ \ \ \ \ \ \ 120 17TH AVENUE W EX. SAN MH �- —� ZV uT�u�wiw \ \ � RW: 937.64 RIM: 951.88 / �,�N � 3� \ — � — � � \ � \ \ � � \ � � ALEXANDRIA, MN 56308 INV: 946.93 i / // / / / / — — - — — % — — — _ — -- — — NV: 921.44 — 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL _ —952— \ / \ / / \ / \ / EX. SAN MH LIMITS PRIOR TO ANY CONSTRUCTION. _ _ — — — RIM: 937.44 - — _ 1_ 50 J— — — — — — — — _ — — — — = — — = /— — — — — — — — NV N:920.54 3. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN 9 INV S: 920.49 ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ i --- _ - � ��I/ `)}.+E- OH Ot7E- -OHS- �T1E�/ OHE T- _ _ _ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING C) _ �H= — —�^` _�"� — �= OHF _ oH= �o OHS -OHE _ OHF — _-_ _T — — — — O LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN / pJ� ! .,�1� OHE- _OHS -OHF OHE OHE OHE OHE OFIF -gyp 1 U CMP _ - J _ _ _ _ HB 9�� 943---- — -- =—J _---- _—-----__----_—---- % -� _ OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. ✓o� _ _� / --942_------ --� — --- / /\\ NV:934.32� INV: 934.27 �© --- ---- / 941----- --- — _ — — — — — — — 4. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. _ ------ —_--- -- =__i — 940939—_ _ ------------ / / — `_ 1-800-252-1166. —�--- --- _--- ------938937-- -- _ / // `\ — — — — — — — — — — \ I ------7 9 \ VA V A 36- EX. SAN MH _ \\ \ \ \ \ \ \ \ \ \ \ \ r RIM: 935.81 I I\\ \\ I EX. STMEX. CE3 H S RIM: 934.29 RIM: 934.91 \ ��" INV: 9,31.3 LEGEND \ \ \ ` \ \ \ \ `� ` `\ \ / 935 — — \ / \ INV E:930.96\ \ \ \ \ \ \ \ \ \ �\ \ \ \ \ NV W:930.86 INV 5:930.76 \ EX. CB HYDRANT WOOD FENCE \ \ \ \ ` \ \ \ \ \ `\ `\ \\ \ / / \ \ \ \ \ \ \ \ \ \ / \ \ RIM: 934.24 \ \ \ 4— S� SANITARY MANHOLE CHAINLINK FENCE GATE VALVE x WIRE FENCE \ \ \ \ J \\\ \ \ \ \ c BENCHMARK #1 POWER POLE D STORM SEWER LINE `\ \ \ \ \ \ \ \ \\ \ ` \ \ `\ `�\\ / \ \TOP NUT OF EHYDRANT V 936.87 ❑-z LIGHT POLE SANITARY SEWER LINE ❑ CATCH BASIN WATERMAIN SIGN OH= OVERHEAD ELECTRIC EX. SAN MH RIM: 934.83 INV: 918.92 uG- UNDERGROUND TELEPHONE DECIDUOUS TREE l F� UNDERGROUND FIBER CONIFEROUS TREE —UG1 —UNDERGROUND ELECTRIC GAS UNDERGROUND GAS LINE \ \ \ \ \ \ \ \ \ S TON \ 10SHRUB CT 000 CONCRETE PAVEMENT PR03E� CONSTR TOWNHOM \ \ PEDESTAL BITUMINOUS PAVEMENT Z \\ \V \A \ \V \A \\ \\\ \ 934 0) ----- GUY WIRE AGGREGATE SURFACING 933 __ BOLLARD o\ \ \ \ \ \ LANDSCAPING \ \ \ \ \ G \ A ❑ POWER BOX BUILDING 0 ELECTRIC METER MONITORING WELL c 0 SANITARY SEWER CLEANOUTco 0' 30' 60' \ V A V A \ V A DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY 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. I DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 09/05/2022 FINAL STAGE PUD PLANS EXISTING CONDITIONS DRAWING NO. C101 I � \1— / � ,— \_--------- —�—�� 50 — __-------- --- --- _ — _--- ----- cc)_ N�/ (ObIE OH�T7E� /OHS OHE —..H OH` SFE _OHE - OH OilE r —OHE OHE �J < OH` —OHE OHC �b�l� OHE — T �� —➢� OHE — OHE � OHE 943----------- -- ----- ---- ------ ----- % —� -� — \942— 941— ---- 940 939- -�---------- _�---_------937- I-----------1/— I / 5 / V / / / \ / \ I/ 4 D \��II I ' NOTES: 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST EXPANSION JOINTS. 4. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 5. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 8. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 9. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. � I � I I � I �I I \ I \I \ II I I / \REMOVALS LEGEND \ `� \ \\ \\ \\ \\ \\ \\ \\ \\ // 935 \ \\\\ \ \ \ \ \\ \ \ \ \ = CURB REMOVAL BITUMINOUS PAVEMENT REMOVAL = CONCRETE REMOVAL =REMOVAL ITEM X = TREE REMOVAL \ \ \ \ \ \ \ \ \ \ KEY NOTES. \ SAWCUT EXISTING BITUMINOUS PAVEMENT 2O SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT \ REMOVE EXISTING BITUMINOUS PAVEMENT \ REMOVE EXISTING CURB & GUTTER 5O g34 BILLBOARDS TO BE REMOVED BY OTHERS \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ �^�`� g33 \ \ \VA v v \ \ \ \ V A 6O SALVAGE & RELOCATE EXISTING "SPEED LIMIT" SIGN 930 I A A\ \ REMOVE & SALVAGE EXISTING AGGREGATE 8 REMOVE EXISTING GATE VALVE - vv` / / v 0' 30' 60' V A A \ V A \ \ II \ \ i � I J I I I d I LcR iw. DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY 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. I DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 09/05/2022 FINAL STAGE PUD PLANS REMOVALS PLAN DRAWING NO. C102 COUNTY HIGHWAY 39 OH ung—OHE OHE OHE OHC OHE-- �I� OIOHE--- —OHE-- —OHE--- OHE-- —OHE--- OHE or+� [V ------------- OHe--------- — ri 4.47 — 0 0 00 OHE OHE OHE OHE \ 'Q,3g00 1. S pp WITHOUT THE PERMISSION OF DESIGN TREE } PROPRIETARY AND CONFIDENTIAL INFORMATION OF OTHERWISE NOTED. N CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR VIOLATES THE COPYRIGHT LAWS OF THE UNITED oo a ��00 \ 1 Ip 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN PROJECT NO.: 00021063 5. pp 1 05/09/2022 PUD DEVELOPMENT PLANS SHALL BE PAINTED IN ACCORDANCE WITH LOCAL AUTHORITY I �SpO 6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE \ oa RECOMMENDATIONS OF THE ENVIRONMENTAL ASSESSMENT CONSULTANT. .6 � 4 32 \ UTILITIES. 1-800-252-1166. — -- — — -- — 4 — \; Ira— -- — — -- — — -- — -- —I 24.00 i 6.00 6.00 \ \ 14 14 4 r7A 1q71 771 16.51 N � . • I ,yo�0 \ o I " N I PROPOSED BUILDING \ I FFE=939.50 _ 0 \ o 000, \ o 00 o o : '5 O M O� 0 N oko o �.. �I 4.00 18.00 \ 8.00 00 6,00 \ 40.00 \ \ \ 0 \ \ \ \ \ PROPOSED SITE LEGEND KEY NOTES: \ LIGHT DUTY BITUMINOUS PAVEMENT O BITUMINOUS STREET REPAIR \ HEAVY DUTY BITUMINOUS PAVEMENT \ a 2O B612 CURB &GUTTER \ CONCRETE PAVEMENT CONCRETE SIDEWALK ADA PEDESTRIAN RAMP \ \ CURB AND GUTTER O4 CONCRETE SIDEWALK \ — — — _ TIPPED CURB AND GUTTER O CONCRETE PATIO (SEE ARCHITECTURAL) \ RETAINING WALL \ O6 "ACCESSIBLE PARKING" SIGN &POST CHAINLINK FENCE \ 13 WOOD/VINYL (PRIVACY) FENCE O NO PARKING" SIGN & POST \ TRAFFIC CONTROL SIGNAGE \ PAINTED DIRECTIONAL ARROW PAINTED ACCESSIBLE PARKING SYMBOL 14 0' 30' 60' O8 "STOP" SIGN & POST y > INFILTRATION BASIN 10 MONUMENT SIGN (LOCATION TO BE FINALIZED DURING PERMITTING) 11 COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF MONTICELLO STANDARD PLATE NO. 5008 12 STANDARD ONE WAY DIRECTIONAL PEDESTRIAN RAMP PER MNDOT STANDARD PLAN NO. 5-297.250 13 RE -INSTALL SALVAGED "SPEED LIMIT" SIGN 14 ADA PEDESTRIAN RAMP WITH HANDRAIL OR 7 7 1.00 0* (TYP.) 10 12 15.00 1.00 R15 00 —t ,, ;�.�< 0o � o0 ■ 124.13 o 18 \ 46 RS 00 Ur 18 3 � 3 Rrs00 / o0 o / 0 1 13 X NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, WITHOUT THE PERMISSION OF DESIGN TREE EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS PROPRIETARY AND CONFIDENTIAL INFORMATION OF OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR VIOLATES THE COPYRIGHT LAWS OF THE UNITED TO CONSTRUCTION. 3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN PROJECT NO.: 00021063 COLOR. 5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, AND SYMBOL 1 05/09/2022 PUD DEVELOPMENT PLANS SHALL BE PAINTED IN ACCORDANCE WITH LOCAL AUTHORITY I 011 IM`I 6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES 0o � o0 ■ 124.13 o 18 \ 46 RS 00 Ur 18 3 � 3 Rrs00 / o0 o / 0 1 13 X NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, WITHOUT THE PERMISSION OF DESIGN TREE EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS PROPRIETARY AND CONFIDENTIAL INFORMATION OF OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR VIOLATES THE COPYRIGHT LAWS OF THE UNITED TO CONSTRUCTION. 3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN PROJECT NO.: 00021063 COLOR. 5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, AND SYMBOL 1 05/09/2022 PUD DEVELOPMENT PLANS SHALL BE PAINTED IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. 6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE ENVIRONMENTAL ASSESSMENT CONSULTANT. 9. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. PARKING INFORMATION INTERIOR PARKING STALLS 58 STALLS I INTERIOR ACCESSIBLE STALLS 4 STALLS TOTAL INTERIOR STALLS 62 STALLS I EXTERIOR PARKING STALLS 96 STALLS EXTERIOR ACCESSIBLE STALLS 4 STALLS I TOTAL EXTERIOR STALLS 100 STALLS TOTAL STALLS 162 STALLS 1 'ti \ i \\ 4�, \ \ O .Loi. \ `r .0* \ / DESIGN *TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY 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. I DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 09/05/2022 FINAL STAGE PUD PLANS CIVIL SITE PLAN DRAWING NO. C201 � -- - -- ---- -' � -939 -- --- 0 /o �nn.� 936 ��-�----------- ----- 93_6. 3$ - 9750 937 936.83 \ / \�\\ - - ---- - 93, 3. \ 78 / 936.78 \ � - - - - - - - -- -- --- 936.96 / 3 937.06 936.99 937.11 9 6 08 GR POE \ \ \ \ \ \ + I 937.7 3 5 `--' 937.71 937.71 937.617893 95 938.10 938.10 938.10 938.10 1937.84' 937.38 \ \ \ \ \\ 9 / - - - - - - 938 . - - - - - - - - - J -938.10 937.82. �Zq9 �\ \ \ \ 0`5� \ 938.10 937.86 937.43 \ \ \ � Tt 6 r77� R771 938.00 8 I 938.39 .28/ \ 4 937938.62 \9 V A A \ \ I9 \ \ \ p pV;p \ 1939 17 - \ 938.70 \\ \9, \ \\ \ \ ppp 939.50 ° 937.12 7 PROPOSED BUILDING \\ \ \ �1\ \ \ 938.69 939.5 - I FFE=939.50 / . ' 938.31 \ X937.02 \\ 938.81 939.05 \ 938.10 ►� \ \ � \A A V �� \ \ �•' \ 6 \ 8 " `�I 936.00 / 937.00 zzzzzzz \ 938.54 STORM MANHOLE -2 (48T) 937.17 5 937.17 936.75 9�6 5 937.01 938.24 938.86.. :< ", " ... 6..• / � � � i \AVAVA 3 I 5 01 \\ \ \ \ \\ 938.00 938.00 938.00 938.86 .. \ \ \ \ \ \ \ 938.24 937.75 \A V A \ = I \ \ \ 938.00 \ I 5 GRADING LEGEND = EXISTING MAJOR CONTOUR \A V A \ 938.00 938.24 \ M V A A \ \ \ V A = EXISTING MINOR CONTOUR \ \ \ \ \ 936.69 0)_ - - \A A A \ \� \ \- STORM MANHOLE -1 (48T) - cc = EXISTING CONTOUR LABEL G, T,90 V % 935 - _ 938.10 = PROPOSED MAJOR CONTOUR \\ \ \ \ \ \ \ Fs, \ \\ \ \ \ \ \ \ \ GL9�t�` \ 935.88 = PROPOSED MINOR CONTOUR \ \ \ \ \ \ \ \ \� ` \ 1pa 938.24 938.00 \ 100 =PROPOSED CONTOUR LABEL \� I I \ � \ v / \I / 2 8 v 0_ b.Y I v 936. 65 I r SII , CATCH BASIN -3 (48" 0) 93586 \ I� 'OH - - j / I / / I I I I II I II 1 I I II I I 3 / /I 1 \ s LOW POINT EOF:936.38 N % \ CATCH BASIN -4 (60T) EXISTING SPOT ELEVATION* V A V A ` \ \ \ 936.56 936.82 937.33 r xx.xx = PROPOSED SPOT ELEVATION* 29 5 - 936.90 = PROPOSED SURFACE FLOW \ \ \ \ \ \ \ \ c9 \ \ \ \ \ 938.00 938.24 - - 937.53 I _ ARROW V AV \\ \V �A� A \ 939.50 5 �� \\ \ \ \ \ 9p\\ \\ \ 938.94 \ / *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER \ \ \ \ \ \ \\ `9 9 \ \ I 939.50 937.01 REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. VAVA \ \ \ \ g� \ V I C� V A V A \ \ \ \ 938.15 M 935.88 \ \ 7 KEY NOTES: \ \ \ \ \ \ \ \ \ 939.23 8 1 a' 936.53 938 935.82 .72 I /� 934.97 \\ Q MATCH INTO EXISTING BITUMINOUS PAVEMENT \ \ V A \ \ \ \ \ \ \ V G`�� 8 \ 935.04 938.60 \ \ \ \ \ \ CATCH BASIN -5 (48T) g3 \ \ \ \ O > 2 MATCH INTO EXISTING CURB &GUTTER 936 LOW POINT EOF:935.00 \ \ \ \ \ \ � � \ \ \ `r6� \ 3 MATCH INTO LIP OF EXISTING CURB & GUTTER9 \ \ \ \ \ \ \ 934.50 34 c� 933 934.69 �4 GRADE BREAK9 V A A V A \ \ \ 32 � g31 / �5 ADA PEDESTRIAN RAMP V A \ \ \ \ \ \� \� 930 0 18" FES W/ TRASH GUARD \ \ 15 FES W/ TRASH GUARD . ADA PEDESTRIAN RAMP WITH HANDRAILS \ \ INV:931.00 INV:93100 / i O7 CONSTRUCT CURB CUT AT FIRE ACCESS ROAD OTIPPED CURB I 0' 30' 60' \\� \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% T CROSS SLOPE IN SIDEWALK AREAS. a 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 I 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. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE ENVIRONMENTAL ASSESSMENT CONSULTANT. 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. o� I \ I I� I I \ I I I J I BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 \ I c DESIGN*TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY 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. I DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 09/05/2022 FINAL STAGE PUD PLANS 52-- COUNTY HIGHWAY 39- - a --- -- - /-_do�-01E- O� -,., =- OH= -DHE- =- H - OHS OH€ OHOH�• ORE OHE_ HT H oH� -o) � LOW POINT EOF:937.28 =OH-€ oH� oHE J� 94� 943 = -- -- --- -- _ - - CATCH BASIN -1 (48"0) -- -- ---� LOW POINT EOF.937.2O -941- --- CACHBASIN2 (48Q .-- - - -- 938 940 937 GAE cIAIA -OFE -H 936 -- GRADE SWALE040%'�-- I � -- - -- ---- -' � -939 -- --- 0 /o �nn.� 936 ��-�----------- ----- 93_6. 3$ - 9750 937 936.83 \ / \�\\ - - ---- - 93, 3. \ 78 / 936.78 \ � - - - - - - - -- -- --- 936.96 / 3 937.06 936.99 937.11 9 6 08 GR POE \ \ \ \ \ \ + I 937.7 3 5 `--' 937.71 937.71 937.617893 95 938.10 938.10 938.10 938.10 1937.84' 937.38 \ \ \ \ \\ 9 / - - - - - - 938 . - - - - - - - - - J -938.10 937.82. �Zq9 �\ \ \ \ 0`5� \ 938.10 937.86 937.43 \ \ \ � Tt 6 r77� R771 938.00 8 I 938.39 .28/ \ 4 937938.62 \9 V A A \ \ I9 \ \ \ p pV;p \ 1939 17 - \ 938.70 \\ \9, \ \\ \ \ ppp 939.50 ° 937.12 7 PROPOSED BUILDING \\ \ \ �1\ \ \ 938.69 939.5 - I FFE=939.50 / . ' 938.31 \ X937.02 \\ 938.81 939.05 \ 938.10 ►� \ \ � \A A V �� \ \ �•' \ 6 \ 8 " `�I 936.00 / 937.00 zzzzzzz \ 938.54 STORM MANHOLE -2 (48T) 937.17 5 937.17 936.75 9�6 5 937.01 938.24 938.86.. :< ", " ... 6..• / � � � i \AVAVA 3 I 5 01 \\ \ \ \ \\ 938.00 938.00 938.00 938.86 .. \ \ \ \ \ \ \ 938.24 937.75 \A V A \ = I \ \ \ 938.00 \ I 5 GRADING LEGEND = EXISTING MAJOR CONTOUR \A V A \ 938.00 938.24 \ M V A A \ \ \ V A = EXISTING MINOR CONTOUR \ \ \ \ \ 936.69 0)_ - - \A A A \ \� \ \- STORM MANHOLE -1 (48T) - cc = EXISTING CONTOUR LABEL G, T,90 V % 935 - _ 938.10 = PROPOSED MAJOR CONTOUR \\ \ \ \ \ \ \ Fs, \ \\ \ \ \ \ \ \ \ GL9�t�` \ 935.88 = PROPOSED MINOR CONTOUR \ \ \ \ \ \ \ \ \� ` \ 1pa 938.24 938.00 \ 100 =PROPOSED CONTOUR LABEL \� I I \ � \ v / \I / 2 8 v 0_ b.Y I v 936. 65 I r SII , CATCH BASIN -3 (48" 0) 93586 \ I� 'OH - - j / I / / I I I I II I II 1 I I II I I 3 / /I 1 \ s LOW POINT EOF:936.38 N % \ CATCH BASIN -4 (60T) EXISTING SPOT ELEVATION* V A V A ` \ \ \ 936.56 936.82 937.33 r xx.xx = PROPOSED SPOT ELEVATION* 29 5 - 936.90 = PROPOSED SURFACE FLOW \ \ \ \ \ \ \ \ c9 \ \ \ \ \ 938.00 938.24 - - 937.53 I _ ARROW V AV \\ \V �A� A \ 939.50 5 �� \\ \ \ \ \ 9p\\ \\ \ 938.94 \ / *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER \ \ \ \ \ \ \\ `9 9 \ \ I 939.50 937.01 REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. VAVA \ \ \ \ g� \ V I C� V A V A \ \ \ \ 938.15 M 935.88 \ \ 7 KEY NOTES: \ \ \ \ \ \ \ \ \ 939.23 8 1 a' 936.53 938 935.82 .72 I /� 934.97 \\ Q MATCH INTO EXISTING BITUMINOUS PAVEMENT \ \ V A \ \ \ \ \ \ \ V G`�� 8 \ 935.04 938.60 \ \ \ \ \ \ CATCH BASIN -5 (48T) g3 \ \ \ \ O > 2 MATCH INTO EXISTING CURB &GUTTER 936 LOW POINT EOF:935.00 \ \ \ \ \ \ � � \ \ \ `r6� \ 3 MATCH INTO LIP OF EXISTING CURB & GUTTER9 \ \ \ \ \ \ \ 934.50 34 c� 933 934.69 �4 GRADE BREAK9 V A A V A \ \ \ 32 � g31 / �5 ADA PEDESTRIAN RAMP V A \ \ \ \ \ \� \� 930 0 18" FES W/ TRASH GUARD \ \ 15 FES W/ TRASH GUARD . ADA PEDESTRIAN RAMP WITH HANDRAILS \ \ INV:931.00 INV:93100 / i O7 CONSTRUCT CURB CUT AT FIRE ACCESS ROAD OTIPPED CURB I 0' 30' 60' \\� \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% T CROSS SLOPE IN SIDEWALK AREAS. a 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 I 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. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE ENVIRONMENTAL ASSESSMENT CONSULTANT. 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. o� I \ I I� I I \ I I I J I BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 \ I c DESIGN*TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY 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. I DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 09/05/2022 FINAL STAGE PUD PLANS GRADING PLAN DRAWING NO. C301 EXCB RIM: 951.88 INV: 946.93 \ \6" HYDRANT \ ASSEMBLY \` 6" 450 BEND UTILITY LEGEND 0' 30' 60' -- --�-4--- 4- 4 i VERTICAL OFFSET SERVICES I� (MAINTAIN 18" SEPARATION, PROVIDE 4" RIGID INSULATION) = EXISTING HYDRANT USE BY THE HOLDER OR DISCLOSURE TO OTHERS = EXISTING CURB STOP THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN = EXISTING GATE VALVE \ = EXISTING SANITARY MANHOLE 0 =EXISTING CLEANOUT co EX. SAN MH COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING = EXISTING WATER LINE RIM: 937.64 = EXISTING SANITARY LINE 0' 30' 60' -- --�-4--- 4- 4 i VERTICAL OFFSET SERVICES I� (MAINTAIN 18" SEPARATION, PROVIDE 4" RIGID INSULATION) NOTES: USE BY THE HOLDER OR DISCLOSURE TO OTHERS 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN PROPRIETARY AND CONFIDENTIAL INFORMATION OF VERTICAL OFFSET SERVICES I� (MAINTAIN 18" SEPARATION, PROVIDE 4" RIGID INSULATION) SANITARY MANHOLE - RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF CONSTRUCT OVER EXISTING SANITARY SEWER MINNESOTA. RIM:936.34 12 RCP INV: 919.85 (FIELD VERIFY) 7. WATER LINES SHALL MAINTAIN A MINIMUM OF 10' OF SEPARATION FROM 8 PVC INV:920.18 SANITARY SEWER AND STORM SEWER INFRASTRUCTURE. .,1 \ t I N 6" HYDRANT PROPOSED BUILDING ASSEMBLY \ FFE-939.50 (2) 8" 450 BENDS..". \ I \ 271LF - 6" C900 @8' MIN. BURY \ ' 6" 22.50 BEND \ \ \ \ \ \ \ \ \ \ PROPOSED HYDRANT \ e = PROPOSED CURB STOP \ H = PROPOSED GATE VALVE \ • = PROPOSED SANITARY MANHOLE \ \ = PROPOSED CLEANOUT \ = PROPOSED WATER LINE = PROPOSED SANITARY LINE 8 CLEANOUT INV:930.33 47 LF - 8" C900 j @8' MIN. BURY 8" GATE VALVE & BOX \/ - 8"x6" TEE 348 LF - 8" C900 @8' MIN. BURY (2) 8" 450 BENDS 114 LF - 6" C900 @8' MIN. BURY VERTICAL OFFSET SERVICES (MAINTAIN 18" SEPARATION, PROVIDE 4" RIGID INSULATION) -�i 6" 450 BEND 6" 22.50 BEND 170 LF - 8" SCH 40 PVC @2.00% M\\IN. 8" 22.50 BEND IT VERTICAL OFFSET SERVICES 6" HYDRANT (MAINTAIN 18" SEPARATION, ASSEMBLY PROVIDE 4" RIGID INSULATION) 8" 450 BEND 0 ;;0 8. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8 . 9. SEE WATER DETAILS FOR ADDITIONAL INFORMATION. I 10. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE I SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. I , - V 11. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FOR UNIT'S CONNECTION. - 6.75' RISER AT 12. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. RIGHT-OF-WAY LINE 13. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. EX. SAN MH 14. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. RIM: 935.81 15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 CONNECT TO EXISTING 6" WATER SERVICE STUB 16. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 6" GATE VALVE MINNESOTA STATE PLUMBING CODE. (FIELD VERIFY LOCATION, ELEVATION, SIZE, & MATERIAL) 17. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE \ PLUMBING CODE. 18. ALL IMPROVEMENTS SHALL REMAIN VISIBLE FOR INSPECTION . 19. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. ti / / J i BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 c� G \ EX. SAN MH RIM: 934.83 Q INV: 918.92 / \ �O / CONNECT TO 8" �S \ WATERMAIN STUB 0 DESIGN*TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS NOTES: USE BY THE HOLDER OR DISCLOSURE TO OTHERS 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EX. SAN MH COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK RIM: 937.64 PROJECT NO.: 00021063 LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN - - - NV: 921.44 _ OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. EX. SAN MH I 2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION RIM: 937.44 - NV N:920.54 SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND INV S:920.49 ELECTRICAL CONTRACTORS. �18" CMP 3. THE CITY OF MONTICELLO SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL )HE m OHE pry p"E pHEp" H17 COSTS INCURRED THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ALL UTILITY CONNECTIONS SHALL BE FIELD VERIFIED. V 4. 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 o CONSTRUCTION TO MEET THE CITY'S STANDARDS. v _ i 5. 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. c J v 6. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF 11 "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE SANITARY MANHOLE - RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF CONSTRUCT OVER EXISTING SANITARY SEWER MINNESOTA. RIM:936.34 12 RCP INV: 919.85 (FIELD VERIFY) 7. WATER LINES SHALL MAINTAIN A MINIMUM OF 10' OF SEPARATION FROM 8 PVC INV:920.18 SANITARY SEWER AND STORM SEWER INFRASTRUCTURE. .,1 \ t I N 6" HYDRANT PROPOSED BUILDING ASSEMBLY \ FFE-939.50 (2) 8" 450 BENDS..". \ I \ 271LF - 6" C900 @8' MIN. BURY \ ' 6" 22.50 BEND \ \ \ \ \ \ \ \ \ \ PROPOSED HYDRANT \ e = PROPOSED CURB STOP \ H = PROPOSED GATE VALVE \ • = PROPOSED SANITARY MANHOLE \ \ = PROPOSED CLEANOUT \ = PROPOSED WATER LINE = PROPOSED SANITARY LINE 8 CLEANOUT INV:930.33 47 LF - 8" C900 j @8' MIN. BURY 8" GATE VALVE & BOX \/ - 8"x6" TEE 348 LF - 8" C900 @8' MIN. BURY (2) 8" 450 BENDS 114 LF - 6" C900 @8' MIN. BURY VERTICAL OFFSET SERVICES (MAINTAIN 18" SEPARATION, PROVIDE 4" RIGID INSULATION) -�i 6" 450 BEND 6" 22.50 BEND 170 LF - 8" SCH 40 PVC @2.00% M\\IN. 8" 22.50 BEND IT VERTICAL OFFSET SERVICES 6" HYDRANT (MAINTAIN 18" SEPARATION, ASSEMBLY PROVIDE 4" RIGID INSULATION) 8" 450 BEND 0 ;;0 8. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8 . 9. SEE WATER DETAILS FOR ADDITIONAL INFORMATION. I 10. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE I SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. I , - V 11. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FOR UNIT'S CONNECTION. - 6.75' RISER AT 12. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. RIGHT-OF-WAY LINE 13. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. EX. SAN MH 14. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. RIM: 935.81 15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 CONNECT TO EXISTING 6" WATER SERVICE STUB 16. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 6" GATE VALVE MINNESOTA STATE PLUMBING CODE. (FIELD VERIFY LOCATION, ELEVATION, SIZE, & MATERIAL) 17. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE \ PLUMBING CODE. 18. ALL IMPROVEMENTS SHALL REMAIN VISIBLE FOR INSPECTION . 19. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. ti / / J i BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 c� G \ EX. SAN MH RIM: 934.83 Q INV: 918.92 / \ �O / CONNECT TO 8" �S \ WATERMAIN STUB 0 DESIGN*TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 09/05/2022 FINAL STAGE PUD PLANS UTILITY PLAN SANITARY SEWER & WATERMAIN DRAWING NO. C401 EXCB RIM: 951.88 INV: 946.93 \ oNe ----- �u"�OHE OHE - OHE -OHE -OHE e . OH� CATCH BASIN -1 (48"0) RIM:936.78 INV:933.73 \ \ 150 LF - 12" HDPE + \ @ 0.50% \ \ STORM MANHOLE -2 (48T) RIM:938.54 INV:932.98 a . UTILITY LEGEND = EXISTING STORM MANHOLE THE PROPERTY OF DESIGN TREE ENGINEERING INC. = PROPOSED CLEANOUT = EXISTING CATCH BASIN • = PROPOSED STORM MANHOLE - = EXISTING CULVERT APRON ® = PROPOSED CATCH BASIN = EXISTING STORM LINE STATES AND WILL SUBJECT THE VIOLATORS TO = PROPOSED CULVERT APRON COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK = PROPOSED STORM LINE PROJECT NO.: 00021063 0' 30' 60' 10" CLEANOUT VERTICAL OFFSET SERVICES INV:933.47 (MAINTAIN 18" SEPARATION, PROVIDE 4" RIGID INSULATION) / -H 40 \ 120 LF - 10" SCH 40 1.50% PVC @ 1.00% \ \ 10"x10" WYE \ 10" CLEANOUT STORM MANHOLE -1 (48T) RIM:936.69 INV:932.27 \ \ \ \ \ \ \ 7777777 7777/ - PROPOSED BUILDING FFE-939.50 \ 254 LF - 15" HDPE @ 0.50% \ \ \ \ \ OHE OHE - OHE - - OHE - - NV: 934.32 CATCH BASIN -2 (48"0) RIM:936.78 INV:933.41 172 LF - 12" HDPE 18" INV: 934.27 10 @ 0.50% ° V N I \ I CATCH BASIN -3 (48T) RIM:936.00 \ INV:932.55 VERTICAL OFFSET SERVICES (MAINTAIN 18" SEPARATION, PROVIDE 4" RIGID INSULATION) - 6 CLEANOUT INV:933.53 6"x6" WYE -�W76 6" 45° BENDF - 6" SCH 40 @ 1.00% \ 10"x10" WYE 6" 450 BEND 10"x6" REDUCER 10 CLEANOUT \ INV:932.90 ` \ 107 LF - 10" SCH 40 \ PVC @ 1.00% \` CATCH BASIN -4 (60"0) RIM:935.88 INV:931.83 -��\, �i/� \•ate VERTICAL OFFSET SERVICES (MAINTAIN 18" SEPARATION, PROVIDE 4" RIGID INSULATION) - 38 LF - 18" HDPE - @ 0.50% 15" FES W/ TRASH GUARD 18 FES W/ TRASH GUARD \ INV:931.00 INV:931.00 \ \ \ \ \ \ '-- 144 LF - 12" SCH 40 PVC @ 0.50% EX. STM RIM: 934.9 INV E:930.9 NV W:930.8 INV S:930.7 EX. C RIM: 934.2 INV: 931.3 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. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 3. 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 FIELD VERIFIED. 4. 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. 5. 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. 6. 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. 7. WATER LINES SHALL MAINTAIN A MINIMUM OF 10' OF SEPARATION FROM SANITARY SEWER AND STORM SEWER INFRASTRUCTURE. 8. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 9. SEE WATER DETAILS FOR ADDITIONAL INFORMATION. 10. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 11. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FOR UNIT'S CONNECTION. 12. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. 13. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. \ 14. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. 15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE 00" PER MINNESOTA RULES, PART 7560.0150 -o 16. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 17. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. J \ 18. ALL IMPROVEMENTS SHALL REMAIN VISIBLE FOR INSPECTION . 19. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. 1 EX. CB 6 Iy RIM: 934.29 6 INV: 931.39 6 B i � i J � cc BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 c� 127 LF - 18" HDPE \ @ 0.50%�� \ CATCH BASIN -5 (48"0) t \ RIM:934.50 10 ` INV:931.19 0 -1 �..\N7 � 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. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 09/05/2022 FINAL STAGE PUD PLANS UTILITY PLAN STORM SEWER DRAWING NO. C402 i c COUNTY,MfGHWAY39 ------------- O OH\�TE� /_ \ ——\— _\ _ � i-\H� O OEOH€ OH€ OHF-0HS:- � OHHS OHE �\- ,. = OHS _ - ----- - _ JOE-- ab —-- -- ---- ---- /� — — - - 938-- 937 =� 93.6 s — — 936 w / — ��y\—�---------- yy----- �---=— --- - _ 937 w w w w Cl* \\\\ \\\\\\\ .W.W. . W . . . 1 938.-- VAVAV A A \A 9 w �� \ \ Tr 7-1 w \ \ \ \ \ J PROPOSED BUILDING " FFE=939.50 \A V A AA \\ 7 w A \ \ c) I \ \vvv v A \\\\\\ W \ W\� WW�y\� WWWW� Wy�yWyWyWWWW�WW\\�� WWW�W�WyW WW ywyWWWW w WW y WWWW�W�\w� \ \\\ \ \\ \W W W\ W —WW\W w WWWw W \ \\ \ \ \W W \ WWWWW WWWWWWW WW WWW W WWWW WWWwv W WW W WWWWW WW \ W\W W \ W \\W W WW\ WWW W�rWW W W W W W W w W W W W w \W \\\\\ \\ \aWy\�\`9 NOTES: 1. ALL DISTURBED AREAS SHALL BE FINAL GRADED AND PERMANENTLY STABILIZED WITH THE SEED MIX IDENTIFIED ON PLANS. 2. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. 3. INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY. 4. PROVIDE SILT FENCE PERIMETER CONTROL DOWN GRADIENT OF ALL CONSTRUCTION ACTIVITY AND TEMPORARY STOCKPILES. 5. TEMPORARY STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 6. NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. 7. REFER TO THE SWPPP AND THE CITY OF MONTICELLO EROSION CONTROL REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING. 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9. WHEN INSTALLING END -OF -LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 11. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. EROSION CONTROL QUANTITIES: \ \ \ \ \ W \ W j W\ W / STABILIZED CONSTRUCTION EXIT (2 EA) \\\\ 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 SILT FENCE (1,850 LF) 6 93 MNDOT SEED MIX 25-151 (2.5 AC) INLET PROTECTION (6 EA) \ \ \ \ \ \ \ \w \ 33 934 w 9 NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING \ \ \ \ W \� \ \ O PURPOSES. \ \ \ \ \ v W \W W \ \) J 93 CLASS III RIPRAP --- — ---- --- - -- - (4 CY) SEE DETAIL CLASS III RIPRAP / \ \ \ \ \ (3 CY) SEE DETAIL / 0' 30' 60' � I I BENCHMARK #1 TOP NUT OF HYDRANT ELEV:936.97 i 01 \ II \ I d vvv M DESIGN*TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY 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. I DATE I DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 09/05/2022 FINAL STAGE PUD PLANS EROSION CONTROL PLAN DRAWING NO. C501 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -Pr (BY AIA INDUSTRIAL INC-) CONFORMING TO ALL 0511A REGULATIONS AND SPACED 16" OC. USE NEFNAH R -1642-A FOR LOW PROFILE APPLICATIONS USE NEENAH R1755 -G FOR WATERTIGHT APPLICATIONS LEITERINC 70 READ; SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPUCABLE. NEENAH R-1642 WITH TYPE B SCUD UD MACHNE BEARING OR EQUAL 25 Z/4 I I BEARD SURFACE TO RE MACHINED T TT COVER CUNPEALED PICKHQUES (2) -EA OPPOSITE S1 EXCEPT FOR LE77ERI 7 3G' FRAME TOP OF PROPOSED-SUBGRADE THE TOP 3' SHALL BE COMPACTED AT A MIN OF 1009" OF SIM 9 PNOCTOR DENSITY (MN/OOT 2105) A MAX OF 2' LIFTS TO BE WETTED AND CON5OLWATED BY VIBRATORY MEANS AND COMPACTED TO A MIN OF RS% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) 4' COVER COMPACTED TO 95% OF STANDARD PROCTOR DENSITY WIT CUT THE ISE OF HEAVY ROLLER ECWRMENT GRANULAR BEODINC 0.5 PER MN/DOT 31492F GRANUV,R FOUNDATION WHERE ORDERED EY THE ENGINEER SHOVEL PLACE, AND HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE, VIBRATORY COMPACTION REOUIRED EACH SIDE OF PIPE, AS DIRECTED W THE ENGINEER. Cone Section, Casting Steps, Standard Frame Typical Trench Compaction :Standard Plate Library Standard Plate Library Standard Plate Libraryand Adjusting Rings and Cover and Class B Beddinity of Monticello Date: Plate NO. City of Monticello Date: Plate No. City of Monticello Date: Plate Na. 03-05 03-05 03-05 Revised: 03-15 1001 Revised: 03-15 1002 Revised: 03-15 1007 MEGALUG MEGALVG r WRAP FLOG WITH 4 MIL POLY PLUG TEE AND DENO DENO PLUG NOTES: T. THRUST BLOCKING TO BE USED FOR BEND 22 T/2' AND OVER, PIPE SIZE BEAMING AREA 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 8 4.0 SO R WORKING PRESSURfS ARE LESS 1XAf3 150 PSI. 6-0 SO FT 10 - 12 12.0 SO FT 3, THRUST BLOCKS BEARING AREA TO BE POURED 16 20.0 50 TT AGAINST UNDISTJRSED SOIL. 4, POURED CONCRETE IHRUST BLOCKING SHALL BE USED FOR 12. OR LARGFR DIAMETER WATE WIN 4, ALL PIPE JOINTS WITHIN IQ FT. OF A BEND SHALL RE RESTAINED US1NG TIE ROBS Title: Standard Plate Library Blocking for Watermain City of Monticello Dater 03—Q5 Plate No. Revised: 03-117 2002 C CASTING STANDARD MANHOLE 1'- 0' OR 5' 1N BACK OF CURB FRAME AND COVER GROUTING BETWEEN PIPE AND F4" COVER R0.IUSHNG RINGS MANHOLE BARREL SHALL BE � MIN 4' - MAX 12" WITH NCN-SHRIN%TNG CEMENT 27" PIA o y� WITH EXTERNAL OR eq Orn 1 INTERNAL CHIMNEY SEAL USE R-2 JOINT FOR Y WALL CONSTRUCTION SHALL BE CLASS II ALL MANHOLE JOINTS •• '' PRECAST PIPE, EXCEPT 4$ DIA MAY BE 8" ASTM C 478 CONCRETE PIPE, SEE MODOT STANDARD BARREL TO CONFORM z 8' CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP TO ASTM C-478 E CONCRETE OR 601TOM OF THIS SECTION). CAST -IN-PLACE LATEST REV131ON N CONCRETE OR OR MASONRY CONSTRUCTION o� 4' TO 10• (BRICK R ELOCK) ALLOWED ONLY IF APPROVED USE NEFNAH R -1642-A FOR LOW PROFILE APPLICATIONS USE NEENAH R1755 -G FOR WATERTIGHT APPLICATIONS LEITERINC 70 READ; SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPUCABLE. NEENAH R-1642 WITH TYPE B SCUD UD MACHNE BEARING OR EQUAL 25 Z/4 I I BEARD SURFACE TO RE MACHINED T TT COVER CUNPEALED PICKHQUES (2) -EA OPPOSITE S1 EXCEPT FOR LE77ERI 7 3G' FRAME TOP OF PROPOSED-SUBGRADE THE TOP 3' SHALL BE COMPACTED AT A MIN OF 1009" OF SIM 9 PNOCTOR DENSITY (MN/OOT 2105) A MAX OF 2' LIFTS TO BE WETTED AND CON5OLWATED BY VIBRATORY MEANS AND COMPACTED TO A MIN OF RS% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) 4' COVER COMPACTED TO 95% OF STANDARD PROCTOR DENSITY WIT CUT THE ISE OF HEAVY ROLLER ECWRMENT GRANULAR BEODINC 0.5 PER MN/DOT 31492F GRANUV,R FOUNDATION WHERE ORDERED EY THE ENGINEER SHOVEL PLACE, AND HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE, VIBRATORY COMPACTION REOUIRED EACH SIDE OF PIPE, AS DIRECTED W THE ENGINEER. Cone Section, Casting Steps, Standard Frame Typical Trench Compaction :Standard Plate Library Standard Plate Library Standard Plate Libraryand Adjusting Rings and Cover and Class B Beddinity of Monticello Date: Plate NO. City of Monticello Date: Plate No. City of Monticello Date: Plate Na. 03-05 03-05 03-05 Revised: 03-15 1001 Revised: 03-15 1002 Revised: 03-15 1007 MEGALUG MEGALVG r WRAP FLOG WITH 4 MIL POLY PLUG TEE AND DENO DENO PLUG NOTES: T. THRUST BLOCKING TO BE USED FOR BEND 22 T/2' AND OVER, PIPE SIZE BEAMING AREA 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 8 4.0 SO R WORKING PRESSURfS ARE LESS 1XAf3 150 PSI. 6-0 SO FT 10 - 12 12.0 SO FT 3, THRUST BLOCKS BEARING AREA TO BE POURED 16 20.0 50 TT AGAINST UNDISTJRSED SOIL. 4, POURED CONCRETE IHRUST BLOCKING SHALL BE USED FOR 12. OR LARGFR DIAMETER WATE WIN 4, ALL PIPE JOINTS WITHIN IQ FT. OF A BEND SHALL RE RESTAINED US1NG TIE ROBS Title: Standard Plate Library Blocking for Watermain City of Monticello Dater 03—Q5 Plate No. Revised: 03-117 2002 a 1 m rE STRUCTURE -1 IL 8' POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE SASE. SEE MI,DOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT RECUIRED DIAMETER, O REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. 0 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS --PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGU(ATIONS AND SPACED 16" O.C. © MINIMUM STEEL REINFORCEMENT ® EOUIVALENT STEEL AREA IN WIRE MESH MAY RE USED :© GENERAL DIMENSIONS FOR CONCRETE APPLY 70 BRICK AND CONCRETE MASONRY UNIT CCN57PUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION Q REINFORCEMENT AS PER MnDOT SPEC 3301. GRADE 60. AStandard Plate Library City of Monticello 8" ANHOLE M ANHOLE . CATCH PLASTERED ORBASIN EXTERIOR" DIA ; •. SEWER BRICK (MnDOT SPEC 3616) BLOCK MASONRY CONSTRUCTION tie: Standard Manhole for Storm Sewer to: Plate No. 03-05 :vised:03-17 4001 IN 35 1/4 43" CURB INLET FRAME ANO CURB BOX NEENAH NO. R -3067-V PLAN A" CONCRETE COLLAA ALL STORM $EWER CASTING ELEVATIONS INSTALL INFRA SHIELD SHOWN ON THE PLANS HAVE BEEN (OR All ECLAT) DEPRESSED 0.10' BELOW GUTTER Ex R. CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) AGJUSCNG RINGS 4" MIN - 12• MAX ENCASE IN CONCRETE g• COLLAR -USE CONCRETE CURB MIX FOR COLLAR 24' FINISH - CRADE 31' t-� 3'- 6• 4' COMORETE COLLAR NOTES SECTION A -A POUR A 3' TO 4' CONCRETE COLLAR AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHILL BE TYPE MnDOT DESIGN H. ME CASTING SHALL BE NEENAH R -3508-A2. Standard Plate Library City of Monticello Standard Catch Basin 03-05 Plate No. 03-17 4002 PROPOSED STORM SEWER 8'X 12' INSULATION AT PIPE CROSSING S'S 20' INSULATION FOR BOX SEE PLATE 2006 1111L 45' BENDS :OALUG� FOR DETAILS (TYPICAL) MECALUG MEGALVG 1 12' WATLTiMbN I I N2E ALL PIPE JOINTS WITHIN 10' OF,A BEND SHALL BE RESTRAINED USMG TIE RCDS. Titl e: A:Ctandard Plate Library Watermain Offset ity of Monticello Date:Plate No. 03-05 Revised:2005 03-17 0 L( � A IJ�" 43" O PLAN CASTING TO BE SET CAD' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD CURB INLET FRAME AND CURB BOK (OR APPROVED EOUAL) STANDARO MING - NEENAL R -3067-V EXTERMAL CHIMNEY SEAL ADJUSTING PINGS 4' MIN - 12' MAX ENCASE WITH CONCRETE MANHOLE COVER TO DE 48' DIA COLLAR CRETEX TYPE II WITH 2e" 38' 6" OPENING •T5' 24" s- CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STAUCTURE fin" 77P AMC PIPE CONNECTION -DIMENSION VARIES y BASEL ON STRUCTURE DWdETER RCP PIPE CONCRETE CATCH BASIN MANHOLE NOTES: MU BASE TO BE CRETEX TYPE 4336 0' APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET_ SECTION 2. PIPE CUT- S TO RE LIX ATED WHERE REQUIRED. CATCH BASIN MANHOLES PECU3RED N GREEN SPACES SHALT BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN AOCORDAMCE WITH Mn/DOT STANDARD PLATE 4:5061 - THE CASTING SHALL BE NEENAH R-4342, CATCH BASIN MANHOLES LOCATED N DRNEWAYS SHALL BE CONSTRUCIEP WITH M ECCENTRIC TOP SVS WITH A 2Y ROUND OPENING THE CASTING SHALL BE NEENAH R -3508 -A2 - Title: Standard Plate Library Catch Basin Manhole City of Monticello Y pate: 03-05 Plate No. Revised: 03-1 7 4003 STORM OBLE C CASTING ADJUSTING RINGS 1'- 0' OR 5' 1N BACK OF CURB MIN - 12" MAX STANDARD FRAME & F4" COVER a INSTALL INFRA SHIELD (OR APPROVED � ROADWAY SURFACE XIERNAL OHIMNEY SEAL Y SEAL o y� SEE M,Dor STANDARD PLATE 4020 eq Orn moo FOR COVER REQUIREMENTS HYERAFINDER • ,. •.� •. WALL CONSTRUCTION SHALL BE CLASS II •• '' PRECAST PIPE, EXCEPT 4$ DIA MAY BE e ASTM C 478 CONCRETE PIPE, SEE MODOT STANDARD z o z 8' CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP 4 E CONCRETE OR 601TOM OF THIS SECTION). CAST -IN-PLACE N CONCRETE OR OR MASONRY CONSTRUCTION o� 4' TO 10• (BRICK R ELOCK) ALLOWED ONLY IF APPROVED Z � o 66 a �m CONCRETE DOGHOUSE REQUIRED ON o L,- OUTSIDE AND INSIDE OF STRUCTURE z BREAKOFF 11_M[GE EXISTING FUR STREET AND PIPE CONNECTION a 1 m rE STRUCTURE -1 IL 8' POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE SASE. SEE MI,DOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT RECUIRED DIAMETER, O REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. 0 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS --PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGU(ATIONS AND SPACED 16" O.C. © MINIMUM STEEL REINFORCEMENT ® EOUIVALENT STEEL AREA IN WIRE MESH MAY RE USED :© GENERAL DIMENSIONS FOR CONCRETE APPLY 70 BRICK AND CONCRETE MASONRY UNIT CCN57PUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION Q REINFORCEMENT AS PER MnDOT SPEC 3301. GRADE 60. AStandard Plate Library City of Monticello 8" ANHOLE M ANHOLE . CATCH PLASTERED ORBASIN EXTERIOR" DIA ; •. SEWER BRICK (MnDOT SPEC 3616) BLOCK MASONRY CONSTRUCTION tie: Standard Manhole for Storm Sewer to: Plate No. 03-05 :vised:03-17 4001 IN 35 1/4 43" CURB INLET FRAME ANO CURB BOX NEENAH NO. R -3067-V PLAN A" CONCRETE COLLAA ALL STORM $EWER CASTING ELEVATIONS INSTALL INFRA SHIELD SHOWN ON THE PLANS HAVE BEEN (OR All ECLAT) DEPRESSED 0.10' BELOW GUTTER Ex R. CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) AGJUSCNG RINGS 4" MIN - 12• MAX ENCASE IN CONCRETE g• COLLAR -USE CONCRETE CURB MIX FOR COLLAR 24' FINISH - CRADE 31' t-� 3'- 6• 4' COMORETE COLLAR NOTES SECTION A -A POUR A 3' TO 4' CONCRETE COLLAR AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHILL BE TYPE MnDOT DESIGN H. ME CASTING SHALL BE NEENAH R -3508-A2. Standard Plate Library City of Monticello Standard Catch Basin 03-05 Plate No. 03-17 4002 PROPOSED STORM SEWER 8'X 12' INSULATION AT PIPE CROSSING S'S 20' INSULATION FOR BOX SEE PLATE 2006 1111L 45' BENDS :OALUG� FOR DETAILS (TYPICAL) MECALUG MEGALVG 1 12' WATLTiMbN I I N2E ALL PIPE JOINTS WITHIN 10' OF,A BEND SHALL BE RESTRAINED USMG TIE RCDS. Titl e: A:Ctandard Plate Library Watermain Offset ity of Monticello Date:Plate No. 03-05 Revised:2005 03-17 0 L( � A IJ�" 43" O PLAN CASTING TO BE SET CAD' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD CURB INLET FRAME AND CURB BOK (OR APPROVED EOUAL) STANDARO MING - NEENAL R -3067-V EXTERMAL CHIMNEY SEAL ADJUSTING PINGS 4' MIN - 12' MAX ENCASE WITH CONCRETE MANHOLE COVER TO DE 48' DIA COLLAR CRETEX TYPE II WITH 2e" 38' 6" OPENING •T5' 24" s- CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STAUCTURE fin" 77P AMC PIPE CONNECTION -DIMENSION VARIES y BASEL ON STRUCTURE DWdETER RCP PIPE CONCRETE CATCH BASIN MANHOLE NOTES: MU BASE TO BE CRETEX TYPE 4336 0' APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET_ SECTION 2. PIPE CUT- S TO RE LIX ATED WHERE REQUIRED. CATCH BASIN MANHOLES PECU3RED N GREEN SPACES SHALT BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN AOCORDAMCE WITH Mn/DOT STANDARD PLATE 4:5061 - THE CASTING SHALL BE NEENAH R-4342, CATCH BASIN MANHOLES LOCATED N DRNEWAYS SHALL BE CONSTRUCIEP WITH M ECCENTRIC TOP SVS WITH A 2Y ROUND OPENING THE CASTING SHALL BE NEENAH R -3508 -A2 - Title: Standard Plate Library Catch Basin Manhole City of Monticello Y pate: 03-05 Plate No. Revised: 03-1 7 4003 STORM OBLE STORM SEWER l 2 _R OF GRANULAR INFILL POLY (4 ") v LIT Z 3' DIAMETER BY 3' DEEP PIT 3 ANM NE. J.=I F. - 1-1/2' CLEAR STONE 1/2 OD- 1/2 O.D. B" MIN YARVE9 NO E: TO BE CONSTRUCTED N LOCATIONS WHERE VERTICAL CLEARANCES OF 18' MIN. CANNOT BE MAINTAINED. Standard Plate Library City of Monticello GROUTING BETWEEN PIPE ANL MANHOLE BARREL SHALL BE WITH NON-SHM INC CEMEN' ALL MANHOLES WITH INSIDE DROP SECTION SHALL B£ 5' DIF (IAD.) MANHOLE SECTION TO RE ASTM C.-476 CIAS5 II CIRCQCAR REINF LATEST REVISION USE R-2 JOINT FOR ALL MANHOLE JOINTS NATIVE SOIL �CONCRFF SADDLE SANITARY SEWER 6" MIN. COMPACTED RACKFELL STEPS AT 1fi' pCl B' 'CRE-SEAL"."R£SEAL OR APPROVED EQUAL o B PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE VARIABLE MAX 24" PRECAST BOTTOM SECTION WITH INVERT #5 AT 12' OC EACH WAY NOTES Typical Concrete Saddle 03-05 Plate No. 03-15 1008 SEALS (INTERNAL. 6R EXTERNAL) OR APPROVED EQUAL' STANDARD MANHOLE f FRAME AND COVER rc STANDARD MANHOLE FOR SANITARY SEWER NO SCALE 1Q MANHOLE STEPS SHALL BE CAST IRON CR -W MODEL PS -I. -PF (BY MA 1NDUSTRAL INC.) CONFORMING TO ALL OSHA REGULATION$ AND SPACED IV OC. 01F DROP IS GREATER THAN 24" INCHES. USE DUTMOU DROP. Standard Plate Library City of Monticello ADJUSMO RINGS I MIN 4" - MAX 12" 6" MIN Standard Sanitary Manhole 03-05 Plate No. 03-15 3001 Lil O O W z Z) LL O `MEGAWO PRECAST CONCRETE BASE AS SPEOnED (15'. 15% 47 1/4 STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY pDAPTOP IHC. OR. APPROVED EQUAL MEGALUG GATE VALVE TEE BLOCKING THRUSF BELOW GATE BLTHRU5T VALVE BEHIND TEE 11110. Typical Hydrant Standard Plate Library Installation City of Monticello Date: 03_05 Plate No. Revised: 03-17 2001 USE 4" OR 6- CISP PWG AND W. TOP TO BE 1/2 • BELOW FINISHED GRADE TIES REQUIRED TO Ci FAN Ours r FINISHED GRADE 6• PVC PIS FOR NON-RESIOENITAL 4" PVC RISER FOR RESIDENTIAL VARIES 10' TO 20' 4" OR C" VERTICAL WYE (PVC) /B BEND CONCRETE ENCASEMENT 12" ALL AROUND (INCIDENTAL) rWATER TIGHT CASKET OR CEMENTED PLUG . PVC HORIZONTAL WYE (PVC) THRUST BLOCKING FOR CLEANING EOUIPMENT 1. PAYMENT TOR 6" RISER PAPE. 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PM) FOR AT UNIT PRICE RID PER EACH. 2. C1.EAN-OU1S REQUIRED AT 70 INTERVALS "ROM MAIN SEWER ONE. Standard Plate Library City of Monticello Sanitary Clean -Out 03-05 Plate No. 03-15 3006 4� F, 1'- 0' OR 5' 1N BACK OF CURB PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN a IF CONCRETE WALK OR � LEGAL PROSECUTION. N_n ii P o y� 8 UNINOUS PATH ME eq Orn moo o HYERAFINDER PRESENT ago F w� FLAG WATEROUS MODEL 67 HYDRANT 4 YELLOW WT OF ORDER TAG m� noNmwrome¢n�o2 TO BE INSTALLED ON PUMPER CONN. � o $ VR$ �m AFTER BACK -FELL 'F r, L,- pNT:m BREAKOFF 11_M[GE EXISTING FUR STREET � Z L'i3 n.'IYVI� g G LI CURB OR GlRTER LINE 1' TO 2' MAXIMUM I'ER hv)✓r GGG� &I ABOVE BURY LINE (FINISHED GRAPE) EO. r31N35HE6 GRADE WFTEFM4!N W Al SPECIFIED _rl" TO 2' STORM SEWER l 2 _R OF GRANULAR INFILL POLY (4 ") v LIT Z 3' DIAMETER BY 3' DEEP PIT 3 ANM NE. J.=I F. - 1-1/2' CLEAR STONE 1/2 OD- 1/2 O.D. B" MIN YARVE9 NO E: TO BE CONSTRUCTED N LOCATIONS WHERE VERTICAL CLEARANCES OF 18' MIN. CANNOT BE MAINTAINED. Standard Plate Library City of Monticello GROUTING BETWEEN PIPE ANL MANHOLE BARREL SHALL BE WITH NON-SHM INC CEMEN' ALL MANHOLES WITH INSIDE DROP SECTION SHALL B£ 5' DIF (IAD.) MANHOLE SECTION TO RE ASTM C.-476 CIAS5 II CIRCQCAR REINF LATEST REVISION USE R-2 JOINT FOR ALL MANHOLE JOINTS NATIVE SOIL �CONCRFF SADDLE SANITARY SEWER 6" MIN. COMPACTED RACKFELL STEPS AT 1fi' pCl B' 'CRE-SEAL"."R£SEAL OR APPROVED EQUAL o B PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE VARIABLE MAX 24" PRECAST BOTTOM SECTION WITH INVERT #5 AT 12' OC EACH WAY NOTES Typical Concrete Saddle 03-05 Plate No. 03-15 1008 SEALS (INTERNAL. 6R EXTERNAL) OR APPROVED EQUAL' STANDARD MANHOLE f FRAME AND COVER rc STANDARD MANHOLE FOR SANITARY SEWER NO SCALE 1Q MANHOLE STEPS SHALL BE CAST IRON CR -W MODEL PS -I. -PF (BY MA 1NDUSTRAL INC.) CONFORMING TO ALL OSHA REGULATION$ AND SPACED IV OC. 01F DROP IS GREATER THAN 24" INCHES. USE DUTMOU DROP. Standard Plate Library City of Monticello ADJUSMO RINGS I MIN 4" - MAX 12" 6" MIN Standard Sanitary Manhole 03-05 Plate No. 03-15 3001 Lil O O W z Z) LL O `MEGAWO PRECAST CONCRETE BASE AS SPEOnED (15'. 15% 47 1/4 STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY pDAPTOP IHC. OR. APPROVED EQUAL MEGALUG GATE VALVE TEE BLOCKING THRUSF BELOW GATE BLTHRU5T VALVE BEHIND TEE 11110. Typical Hydrant Standard Plate Library Installation City of Monticello Date: 03_05 Plate No. Revised: 03-17 2001 USE 4" OR 6- CISP PWG AND W. TOP TO BE 1/2 • BELOW FINISHED GRADE TIES REQUIRED TO Ci FAN Ours r FINISHED GRADE 6• PVC PIS FOR NON-RESIOENITAL 4" PVC RISER FOR RESIDENTIAL VARIES 10' TO 20' 4" OR C" VERTICAL WYE (PVC) /B BEND CONCRETE ENCASEMENT 12" ALL AROUND (INCIDENTAL) rWATER TIGHT CASKET OR CEMENTED PLUG . PVC HORIZONTAL WYE (PVC) THRUST BLOCKING FOR CLEANING EOUIPMENT 1. PAYMENT TOR 6" RISER PAPE. 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PM) FOR AT UNIT PRICE RID PER EACH. 2. C1.EAN-OU1S REQUIRED AT 70 INTERVALS "ROM MAIN SEWER ONE. Standard Plate Library City of Monticello Sanitary Clean -Out 03-05 Plate No. 03-15 3006 =Q 4� F, 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 a VIOLATES THE COPYRIGHT LAWS OF THE UNITED � LEGAL PROSECUTION. N_n ii P o y� v eq Orn moo o 1 dqm ago F w� 4 m� noNmwrome¢n�o2 � o $ VR$ �m NpipWYWnrpUYWOO r, L,- pNT:m � Z L'i3 n.'IYVI� � hv)✓r GGG� i�lnrn�' W Al >n w X 9z O �N fl�4 �k �� II-�.F. _nry•4 I +1� A...'Id✓rwaJd�A'i�ow��- a�nrmmnr on gz _ P A =4e =- jJA In ¢ m_iliA Ui�m Q�¢ riaim^ O a. A n�� =Q THE PROPERTY OF DESIGN TREE ENGINEERING INC. 10,4 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 8 LEGAL PROSECUTION. N_n ii P o y� v eq Orn moo m9030 mpc e='K dqm .uwG< NNn.n 2 4 m� noNmwrome¢n�o2 � o $ VR$ �m NpipWYWnrpUYWOO pNT:m � Z nN n.'IYVI� � hv)✓r GGG� i�lnrn�' W >n O �N fl�4 �k �� II-�.F. _nry•4 I +1� A...'Id✓rwaJd�A'i�ow��- a�nrmmnr on _ P A =4e m In ¢ m_iliA Ui�m riaim^ n�� Ua° imvl o6ri mwna O: aa �n.i iu _ � = 4 •CN mHnoinn mOmmry Q OJ. yII 7mmn a BE L' '07 wnhmam os �iM O_ G__ - n o�GC1 ri�Y�d and a Of � y.' 7 °m mgn0 mwmq q -Om Qin =Q 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 8 LEGAL PROSECUTION. N_n ii P DRAWN BY: RJK CHECKED BY: JEA eq Orn moo DATE DESCRIPTION dqm 05/09/2022 09/05/2022 PUD DEVELOPMENT PLANS FINAL STAGE PUD PLANS 2 4 � o $ VR$ �m NpipWYWnrpUYWOO � Z N�¢ hv)✓r vl i�lnrn�' W O �N fl�4 L. I P A =4e m In ¢ m_iliA Ui�m riaim^ n�� m aa � = �SIdYW a�cu` •CN mHnoinn mOmmry Q OJ. yII 7mmn oam--Om�smM�ul41n os �iM -Yi �G NrM1n ri�Y�d and a Of 4Standard Plate Library City of Monticello Riprap Detail 03-05 Plate No. 4009 03-15 DESIGN*TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY 5 PN/ MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 09/05/2022 PUD DEVELOPMENT PLANS FINAL STAGE PUD PLANS 2 CIVIL DETAILS DRAWING NO. C601 DESIGN*TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY 5 PN/ 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. 6 STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 09/05/2022 FINAL STAGE PUD PLANS 112" R 1I TIPPED GUTTER CONCR AND GUTTER E cuRe A 1 6" �3T LR 1/2" R NT ARO BDLTS ST TRASw GUARD MUST REMAIN ExeosED. a o TRAFFIC SIGN SPECIFICATIONS 13-1/2" — EXPANSION JOINTS z' as nw IDD• DV) o MATERIAL: ° / ° ALUMINUM SHALL BE 5452—H38 OR 6061 —T6 ALLOY. 3 ° 71I B6 CURB a EXPANSION JOINTS B GAUGE SHALL BE: .080 ON THE LONGEST SIDE ° UP TO 30" �8„ VARIES 6 T — 0 0 .100 ON THE LONGEST SIDE o OVER 30" SEE PLAN REFLECTING SHEETING SHALL BE DIAMOND GRADE. LA ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, (24.I, 34 , (zs , SIGNS AND MARKERS STANDARD SPECIFICATIONS. FOR PLAN ° HIGHWAY CONSTRUCTION. — / 1-1/2"TIPPED GUTTER CONCRETE TO BE EXPANSION q EXPANSION WI HRECURBTEGRALLY JOINTS A JOINTS CHANNEL POST SPECIFICATIONS 1/2 R SLOPE o GALVANIZED STEEL CHANNEL POSTS SHALL 5 3/4" PER FT 1/2" R PLAN o BE USED, 2,5 LB/FT POSTS SHOULD BE z �� f_—_ ° s' s, T3' s• r USED THAT ARE PUNCHED ON 1" CC. s 1 . GALVANIZED POSTS SHALL BE OF THE „ s ' T' 9-1/2 l B6 CURB AT DRIVEWAY 4—RIB DESIGN. POSTS ARE TO BE 7 FEET ° .r , .1• CGUTTER IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. :s VARIES " �CCURB AND zv? I2 .' BOLTS, NUTS, AND WASHERS $RETE SEE PLAN VARIABLEHARDWARE 1/4 ^w/Mffu pER�b 5�4 ' ' ti SHALL HE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. 7` MIN. 7 mom" 7 FlLL M NECESSARY AND cDMRACT eAse C[ M v GNOMIC HANDPi ED RIRRAY WIDTH VARIES 5' MIN. ��ra-� DE P GR.4EEP NNULAR R4ER wrtrl Ie" BLANKET & GEOTEKTILE FAWC 112" R TIPPED GUTTER 3 SLOPE -1/2" R SECTION A -A . - _ 3/4" PER FT SECTION BB SECTION A—A ;T1 __ D4 CURB NOTE: TYPICAL SIGN INSTALLATION WHEN STREET ° ' ' I" ' • PLAN AND SECTICN MAY dE UMnED AT THE Dt$CRt TON OE THE CITY ENGINEER WHEN CONDITIOTLS SUCH AS YIPS VELOCITIES "O NOT REOORE SUCH wr.5WE NIP P.O. NAME SIGNS ARE NOT INSTALLED ° VARIES Title: Commercial Driveway Standard Plate Library y Entrance City of Monticello Title: Standard Plate Library Spillway Section City of Monticello Date: Plate Na. Title: Typical Traffic Sign :Standard Plate Library it of Monticello Die: Installation y Na 12" SEE PLAN Dote: pieta Na. 03-05 03_05 03_05 5008 5008 Revised: 4010 ReVII 5016 CURB & GUTTER DETAILS Revised: 03-15 03-1 % SCALE=N.T.S. 1/2" EXPANSION JOINTS AT ADJACENT WALK OR STRUCTURE MN/DOT 3702 NOTES: NOTES: %° a 1. ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL 1. ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. BE REMOVED FROM BENEATH THE ROADWAY. VARIABLE 2% MAX. WIDTH CROSS SLOPE " . ° • ° ° ° ° ° • < ° ° ° • • ° ° ° ° ° •°° . .. • ° ° • ,° ° , . , ° ° a • - — — = — — — I I I I I I II=1 1=1 IIIIII1=1111111111 1III1111 1- � I I I I I_I I I_ I I I I_I I I_I I I I III_III_III_III_III_III_III_III_111_111_1 I I_I I I—III—III—III—III—I I I_I I — IIIIIIIII I II I III—III I I I I —I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII—III I I I_I I I� I I I� III=III=III_ I I I—III—I I .III—III—III—III—III—III-1 III—III I I I IIIIII I I I I I I III=111=III-1 I I_ I I — = —III- � �- I � — � 1 _III I II II 111_111 I II III II I — — 1 11III1 I =� � I 1 1 1= — — — — — — =1 1 I I=1 I — I II I I VIII I I— VIII I — I I I 11= 1= — =1 I =1 = =1 I I I I I III 111_111 I II III I � _ �. .� � I I ' I—III III 11=III=1. 1IIIIIIIII=1 I III-IIIIII=III= I ' 11=III=III=III III— I iIII=III I IIII—III III � i i � -III— CONCRETE SIDEWALK CONCRETE 2" WEARING COURSE 1-1/2" WEARING COURSE SPEC. MN/DOTMIX (SPWEA330C) (SPWEA330C) NO. 3F52 — TACK COAT TACK COAT 2" NON -WEARING COURSE 2" NON -WEARING COURSE CONTRACTION JOINTS PER (SPNWB330C) (SPNWB330C) MN/DOT SPEC. 2521 6" CLASS 5 AGGREGATE BASE 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE COMPACTED SUBGRADE 4„ ` m a ` \ -NOTIFY ENGINEER PRIOR TO PLACING -NOTIFY ENGINEER PRIOR TO PLACING a t AGGREGATE BASE IF ORGANIC MATERIAL AGGREGATE BASE IF ORGANIC MATERIAL s_ IS ENCOUNTERED IN SUBGRADE IS ENCOUNTERED IN SUBGRADE 6" - COMPACTED GRANULAR MATERIAL - 1/2" EXPANSION JOINT TYPICAL SIDEWALK DETAIL HEAVY DUTY BITUMINOUS PAVEMENT SECTION LIGHT DUTY BITUMINOUS PAVEMENT SECTION SCALE=N.T.S. SCALE=N,T.S. SCALE=N.T,S, DESIGN*TREE engineering + land surveying St. Cloud I Alexandria I Rogers 320-217-5557 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY 5 PN/ MONTICELLO, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 00021063 NO. DATE DESCRIPTION 1 05/09/2022 PUD DEVELOPMENT PLANS 2 09/05/2022 FINAL STAGE PUD PLANS CIVIL DETAILS DRAWING NO. C602 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. xl��Z4 /1�1� PRIN ED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY 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 pod(s) MrIDOF Class CA -15 or CA -25 Riprop Bedding NO. DATE NG NUT OVERFLOW SLOT IN SHROUD ` o & 05/09/2022 09/05/2022 Geotextile fobncC Original grade 2 DISTURBED AREA, CONSTRUCTION SITE, ATTACHMENT HOOK° _;z*S tl II 10 1 STABILI2U STORAGE AREA OR STAGING m om II j AREA SILT FABRIC SLEEVE w ® m, SECTION H-8 (not to scale)MEMO i4l�rlg� D O O EXISTING CURB- PER II SPECIAL PROVISION 7886 a �'+ } om I[ oIF Ribbed or Corrugated steel plakes EXISTING PAVED —IE' MIN—I CONSTRUCTION MATS, WOVEN OR TRH ROADWAY OVERFLOW IS i¢ OF THE CURB BOX HEIGHT 1 • • • • 6� B • • a° n T Jai W sa MIN mP 0� # �ohu [ Of a 9 S Original¢� 4 Geotextile fabric SECTION A -A grade END OVERLAP �ws rca Fo.� fiw i not to scale} —18' MIN •A"' Qa a� I' I+ �� wn ~ NOTES: ChonneliZe rarloff to Sediment4YIMCC 3edimenk Trapping bevice trapping in deviceS� SIDE OVERLAP PLAN ROAD. DRAIN CG -23' HIGH FLOWS INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL n'�� .• WQ�a z 2°� o W ;; L��++ TRM END OVERLAP WITH SPIKES OR STAKES OVE THECURB BOX HEIGHT m I,. rc m� ....................... STRAP CONNECTORS OVERFLOW AT TOP OF nLTER ASSEMBLY "tea 4 L' ry' CONSTRUCTION MAT END OVERLAP INTERLOCK WITHm STRAP CONNECTORS URB L7 S 1 Y a cs ID = m mr a z ]o I y pF - l a Ribbed or Carrugoted steel plates ' A END OVERLAP a ii 6agm �„� _SJ pk�a` O z4w m�'W i. z L OVERFLOW SLOT IN SHROUD z La Ltim -(5& 'ham O -675 FILTER ASSEMBLY DIAMETER, ON SILT FABRIC SLEEVEw�-' PER ISPECIAL F v� IL €moo Q v IF SIDE -GRADE PROVISION 7986 - - rc� 'I �' OVERLAP 10" A7 LOW POINT l S Fo www 0- / I HIGH-FLOW FABRIC C r j H a } FOR THE NEW R -3290 -VE STANDARD CASTING, INSTALL WII ROAD DRAIN oHa.iW 24' min. w i Slop highway from m CG -3290 OR CIN APPROVED ECUAL j,3 s z LL g mm'a All 4 V / FJO' min_ PAD AREA (ANY SIZE)ji � A CALL TO GOPHER STATE ONE (asa-Dona) �tnx IS REOUIRED MINIMUM OF 68 HOURS Match Of Right Of Way g m A PRIOR TO PERFORMING ANY EXCAVATION. rtlde PLAN Grade Title: Commercial Gravel AStandard Plate Library Construction Entrance City of Monticello Date; Plate No. Title: Standard Plate Library Mud Mat EntranceInlet City of Monticello Date: Plate No. Title: Protection :Standard Plate Library Catch Basin Insert City of Monticello Date: Plate No. Title: Inlet Protection Standard Plate Library Grate Inlet Cover City of Monticello Dom; Plate No. Title: Residential Building Standard Plate Library Erosion Control Cit of Monticello Date; Plate Na. y 06-14 06-14 03-07 03-07 03-05 Revised: 03-15 fi002 6003 Revised; 06-14 Revised: 6004 03-15 Revised: 6005 03-15 Revised: 6006 03-15 7 Emergency spillway crest �� a�� I letP(� AI a s' � 3 8' S Anti seepage collar (typ-) .3'3• TEMPORARY SEDIMENTATION BASIN WITH OUTLET PIPE i3\ I,1 SWA3 SP.r6. ,.,S bIAPLE8PER 6O. Vt1. M1.13OPES ]:I SLUPE6 NIG1VfWNCHllWEL1 Emergency spillway crest SxGRIIBE Perforated et Where the flow of water is Standpipe ti sheeting, place sod strips pie perpendicular to the direction of water flow. 1 Anti seepage collar (typ.) SHINGLING SOD TEMPORARY SEDIMENTATION BASIN �4��`o F�a� WITH STAND PIPE OUTLET Emergency spillway tIt t Perforate standpipe a s REPME S°l BEFORE NETKLINO EI.hYIlETS, INGLVVINOMH NELESE4RY APPLKAlION OF MME. FERTl12ER, MIG SEEM. 3/4" rock cone D -11 wmr,wmo�n..Tav �r I3oxPl o�eLR.mer exrENOEoeEvaw lne�r-a�aE p°RranaFUIF raE�,worwN 1La= sLA]aK WAN`DAR°w GFSETREHISTnxas,wPR°xR.M,Tae,rL]uxa1 APART MTRE eoii°MGFTRE TRaxcH. 1/3 Z 1 1" holes spaced 8" to 10" on center Where the flow of water is concentrated, place sod sties P --E ACKWIMSEEe o= Ea1-1--L-13� aL�GPA.Lw�a�R°`'al GTA,EEn,^K� P�:°^PPR°xIM^�e"'i]�IAP"'"R'E°TMEw°TM°FTMEE""E. D =diameter of standpipe equal to diameter Of pipe. NOTE. NOT£: parallel to the direction of voter flow. G.RNUrdEWILGTa,A,GXLAM,,HUwz°70ESAORUSYFAl OPTOWLL�wILLGxPOCIN.x"PPR�ga,Le AGAINSTTHESOILS1IMN5#LLRLRNINrE BEGFOVRR FA61£NE➢EN SOILSVRFRGEBY PL/6 M.57ShTAKGE IN PPROPRA ELGG pNSASG DNNM HE 4TpgE PAI ERNG IDE WHEN VEINGOPTI k4 —6—M.574-5— D MB EM.ST4RfS94E6 FIHOGLO BE aLAL.£°T+H°VGH EAGN.aF iHE°GLOAfR pOi^GdWESPONPINGT9 Tf APMWPNl51EGTFPlE PPTIENN. OVERLAPPING SOD Pipe material must be rigid (NOTE: ..TME �G�oFP o R xKE�MGsrkESTAmwI H�PPRoMA E.r•,� ,z.,w R P°� NGNG IN IN PE roexsGxexxoP FMwGNMexT.Hace EEGR�or HewQa PHlrvmazw wxE1R�m] srulr=°°x mvl erxwrtxm¢mLORH>•` w�r�Q+mEarwn°u�r yarucmewvHET_ STAND PIPE DETAIL Although pegging of sod is not specifically required it is understood that the �x�REGL R TMq�r;R'mrE"""""""`R°' E °'Q.4vnPW IR , ST i I Contractor will be responsible for the successful establishment of the sod including Rw. wlO repair or replacement of sod which becomes displaced or damaged due to lack of p p p 9 N0£ INI OObS GCILGOx°I,qxS, THE US£O<STAPLE CG GTAwE LExtl1NS GREniER 1MaRS[tSP:, Mnv xE NEGESSnRv iO protection or proper care. PRGPERL, 9E°CRETE LNKET6 Standard Plate Library City of Monticello Title: Sediment Basin Date:Plate No. Standard Plate Library City of Monticello Title: Sod Placement Date: Plate No. Standard Plate Library City of Monticello Title:Temporary Erosion Control Blanket Stapling Patterns & Installation ta: Plate DaNa, 03-07 03-07 03-0$ Revissd:03-15 6007 Revised:p —15 6010 Revised:03-15 fi011 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. xl��Z4 /1�1� PRIN ED NAME: MICHAEL J. GERBER DATE: 05/09/22 LICENSE #: 56653 HEADWATERS DEVELOPMENT MONTICELLO MULTIFAMILY 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 I DESCRIPTION 1 05/09/2022 09/05/2022 PUD DEVELOPMENT PLANS FINAL STAGE PUD PLANS 2 EROSION CONTROL DETAILS DRAWING NO. C603 SRF To: Brian Nicholson Headwaters Development From: Brent Clark, PE, Traffic Studies Lead Date: September 13, 2022 Subject: Monticello Senior Hou ing Traffic Study Addendum Introduction Addendum SRF No. 15156 The Monticello Senior Housing Trak Study was developed by SRF Consulting Group (SRF) in November 2021. Since completion of the study, land use and access assumptions have changed. Therefore, the main objectives of this addendum are to review the current land use and access assumptions to determine if the previous study analysis/recommendations are still valid or if additional improvements/mitigation are necessary. The following information provides the assumptions, analysis, and recommendations offered for consideration. Updated Site Plan Since completion of the Monticello Senior Housing Traffic Study, the proposed land use and access for the development has been refined. The updated site plan, which focuses on the new proposed access, is shown in Figure 1. A summary of the changes are summarized below: Land Use.- The se. The development is still expected to consist of senior adult housing. Comparing the previous and current land use assumptions in Table 1 indicates that the development density is generally consistent with previous assumptions. While the senior housing apartments are expected to increase by approximately two (2) dwelling units, this increase would only generate an additional six (6) daily trips to the roadway network, therefore, is considered negligible from a traffic perspective. Table 1. Land Use Comparison Type of Use Monticello Senior Current Change Housing Traffic Study Townhomes 60 DU 60 DU -- Apartments 100 DU 102 DU + 2 DU www.srfconsuiting.com 3701 Wayzata Boulevard, Suite 100 1 Minneapolis, MN 55416-37911 763.475.0010 Equal Employment Opportunity / Afirmative Action Employer IS'RF Updated Site Plan Monticello Senior Housing Traffic Study Addendum 02215156 City of Monticello September 2022 Figure 1 NOTES: - - I E EaDR EDP BUILDING,UrvLE55 CENTERUNE OF `E' —I— NOTED. OE51GN*TREE •Dv�y°.IDv' aNn °u�..r�Ro COUNTY HIGHWAY 39 ® 3 TD mxnauc HA FY ALL Hary AND DETaL DIME -ONS PRIOR R. wBOR� UNGAnaLl smm(x S—BE4- AND —IN ,,. ....... 8a 5. ° v�CE5 PEE NG uma=CE varx�io�a�u�Noun mea EA D-AGe oaDJACE RIIES.NNE�s�avro DIRECT SIREF—ON —PROPTP o-00 SITE WORK SHALL BE PwMBRMED IN ACCORDANC—THE aEmmmwonnorvs orrnE GEOTecnwuL wcwEEn. E LL. HE uD PRONI B.—E—ETHATER UI.NDER OF THE EIRRRONMENTAL ❑ LTANT A. unu RSIATEONEsnzHUEA—E.-N-N sYESE FOR BURIED PRINTED xnmE waoEL 1. GERBER \ '0° PARKING INFORMATION re:w/.O, ' \ \\ , � � 711E I.LE.IALB I HEADWATERS \ RING BTALL BE MULTIFAMILY vv 0 s`'.I°� s HALLIUR= DEVELOPMENT I, B MONTICELLO -I I -,.a \ \\ 8�� D. • �., 5e� \ 7 \ � MONTICELLO, MN ? cxIBo .. \ PROPOSED SITE LEGEND KEY NOTES: \ \ '� '� ; ... \ N. IN DT OEB�cry mEE ErvGIrvEEwrvc �xc. UGHT DUTY SPa�EMEM 0 �MINOu55TREET REPNR \ r g 2C.rp RtA� � \ _==E xvlouHrOPS TOEo _ HwvY Durr Brtummo ...0�„� CONCPEfE PANEMEM O NB12 aRe IG— \ N�� p 8 $ g Y. V \ \ GHT®3022 BY DBIG CDNCRETE 9DEWNH O ODA PEDESTRIAN POMP \ 2 $ 4•*1. cxFA.EDBo. I CUR. AND GUTTER O CDNCNE E D W K �� " ' x0. wTE I .-RFFTFON TIPPED NRB AND RUTTER R—N O CONCRETE RATIO (SEE ARCHITECTURAL) \ \ e u /' �� \ �� 051000023 PUD IF—ENT RIAIS oBimnB22 PRDGR� CH xFENceR QQ •A«ESSIBLE RARK,NG SIGNa vosT \ \ \ VI \ WOODANNYL(mwacv) FENCE 0 'NO RARUNG—a POST R IR, Q TRAFFRC COMaa SIGNAGE OB ^STOP SIGN RPOET � t�t� PAINTED DIRENONAL ARROW d RAIN,wACCES=.BLEPARgNGSYMBOL FlLTMTION eARIN I CIVIL SITE PLAN MONUMENT\\ SIGN (LDCanDry TO BE F,NAL�D aRING PERN,ITTING, \ O� a R o oBN R NCEPER� D mD LLD \ O STANDARDON[wAYDIR[CaOrvu11FRINANRA IRMNOOT c DR WNDND. e RE NSTALLE—ARD SPEEDLIMI SIGN \ \\ . 0201 wESTRIA o ADAPNPAmPWTTHHANDRAIL \ IS'RF Updated Site Plan Monticello Senior Housing Traffic Study Addendum 02215156 City of Monticello September 2022 Figure 1 Monticello Senior Housing Traffic Study Addendum Additional Access: September 13, 2022 An additional access is proposed along 7th Street, approximately 150 feet south of Golf Course Road. The additional access will provide an alternative route to the senior housing apartments and help improve internal circulation. Given the close proximity to Golf Course Road, the anticipated queuing at the Golf Course Road/7th Street intersection was reviewed. Maximum northbound queues are expected to be approximately 65 feet at the intersection; therefore, queues are not expected to extend into the proposed access location. In addition to queueing, traffic speeds, traffic volumes, and site distance were also reviewed. Based on this review, no operational or safety issues are expected with the proposed access location. Summary The change in the number of trips generated by the current development proposal is not expected to change the operations analysis previously completed. Based on a review of intersection queueing, traffic speeds, traffic volumes, and site distance, no operational or safety issues are expected with the proposed additional access location. Therefore, no additional traffic analysis is needed. H:\Projects\15000\95956\TraffStudy\Reports\Report\ 15156_MonticelloSeniorHousingTS Addendum_220993.docx Page 3 N N 0 CN Of O LL 0 z Q J O I U X X11 K ENLARGED LANDSCAPE PLAN WEST DEG CIDUUOUS 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 QUBI 16 Quercus bicolor Swamp White Oak 55'H x 55'W 2.0" Cal. B & B TABL 10 Tilia americana 'Boulevard' Boulevard Linden 60'H x 30'W 2.0" Cal. B & B EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. foul lupi • = PIAB 40 Picea abies Norway Spruce 50'H x 30'W 6' Ht. B & B 0WOO PIGL 40 Picea glauca White Spruce 50'H x 20'W 6' Ht. B & B (3) PIDE 44 Picea glauca'Densata' Black Hills Spruce 45'H x 20'W 6' Ht. B & B ORNAMENTALTREES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. " Y AGAB 16 Amelanchierx grandiflora'Autumn Brilliance' 'Autumn Brilliance Serviceberry 20'H x 25'W 1.5"Cal B & B SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER OCOSE 15 Cornus sericea'Cardinal' Cardinal Red -twig Dogwood 10'H x 10'W 5 GAL. POT M VIDE 14 Viburnum dentatum'Arrowwood' Arrowwood Viburnum 10'H x 10'W 5 GAL. POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF 6 Calamagrostis x acutiflora'Karl Foerster' Feather Reed Grass 4'H x 2'W 1 GAL. POT HAAU 5 Hakonechloa macra'Aureola' Golden Variegated Hakonechloa 1.5H x 1.5W 1 GAL. POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER ASRH 13 Astilbe x arendsii'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. POT ECEG 8 Echinacea x'Evening Glow' Evening Glow Coneflower 2'H x 1.5W 1 GAL. POT OHOR 6 Hosta x'Fire and Ice Plantain Lily 1'H x 2'W 1 GAL. POT qip SEAU 2 Sedum x'Autumn Joy Autumn Joy Sedum 3'H x 2'W 1 GAL. POT DENOTES ROCK MULCH IN DRIVEWAY MEDIANS ENLARGED LANDSCAPE PLAN EAST STREET VT I I I I I I 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 11"lAP` NORTH Know what's Be ow. Nem I Ca before you dig. 0 80 160 HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL (612) 325-6520 r I I Y OF Monticeflo MONTICELLO TWIN HOMES MONTICELLO, MN �Pt►l�l�fi��y'Ih]l�J\��IPII�J��- 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 cion, and that I am I a duly Licensed Landscape Architect under the laws of statE TA. �P Joshua K. Pop Licens o: 4O Date: 03.0. 2 \ Signature hown is a di e o ti of origin s ned\qop is plan on file at Landform Professional Se ice LC office s ble request. C ,O IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. DEVELOPMENT PUD MARCH 7, 2022 • W 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. L- N N O N M Of 0 0 Z Q J Q 1 1 1 , 1 1, 1 1 , 1 1 , 1 1 , 1 1 , 1 1 !r4 1 u 6"x6" Pressure treated pine post 6" x 6" Post base, with 1" standoff (12 guage, black powder coated) a" , a a 1/2" galvanized anchor bolt 0 10" concrete base n d e I _ e d _ a a e d d ° e d d a e � I I PERGOLA POST CONNECTION AND FOOTING NO SCALE Know what's Be ow. C(A before you dig. HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PIERCE DRIVE CHANHASSEN, MN 55317 TEL (612) 325-6520 s I I Y OF M 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 �ofR}NNE TA. Joshua K.Pop \/ � \ Licens o: 4 0 Date: 03.0. 2 Signature hown is a di e o ti of origins ned op his plan on file at Landform Professional Se ice , LC office is v ble request. C'o IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. 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 L702HDE002.DWG PROJECT NO. HED22001 SHEET NO. / Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. MONTICELLO, MN SYMBOL DESCRIPTION SYMBOL 12 C7.3 1 C21 A OJ SILT FENCE COMPOST/BIO LOG INLET PROTECTION EROSION CONTROL BLANKET DESCRIPTION NOTE REFERENCE PARKING STALL COUNT LARGE SHEET DETAIL COORDINATE POINT REVISION - ADDENDUM, BULLETIN, ETC. REVISED AREA (THIS ISSUE) TH ALE HEADWATERS MULTI -FAMILY MONTICELLO, MINNESOTA LANDSCAPE PLANS HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55147 TEL 612-325-6520 CONTACT: BRIAN NICHOLSON LANDSCAPE ARCHITECT LANDFORM 105 SOUTH FIFTH AVENUE, SUITE 513 MINNEAPOLIS, MN 55401 TEL 612-252-9070 CONTACT: JOSH POPEHN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. THIS CERTIFICATION IS ONLY FOR SHEET NUMBERS BEGINNING WITH 1". JOSH POPEHN, RLA v V LICENSE NUMBER: 44803 DATE: 09 MAY 2022 SHEETS ISSUED BY DATE N M 0 SHEET NO. DESCRIPTION o C0.1 LANDSCAPE TITLE SHEET X L2.1 LANDSCAPE PLAN - OVERALL X L2.2 ENLARGED PLAN - ENTRY BEDS X L2.3 ENLARGED PLAN - FOUNDATIONS X L7.1 LANDSCAPE DETAILS X Know what's Be ow. Cd before you dig. HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL (612) 325-6520 [ 111' C}F nticeno CHI HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE/REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my directs a sion, and that I am a duly Licensed Landscape Architect under the laws of the stat NNE TA. �P Joshua K. Pop \ Licens o:?44�1� VO Date: 03.0. 2� Signature hown is a di re o cti of originas ned op is plan on file at Landform Professional Se ice LC office is v ble equest. CP IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 • • L A N D F O R M From Site to Finish • • 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME C001HED001.DWG PROJECT NO. HED22001 Landform®and Site to Finish%re registered service marks of Landform Professional Services, LLC. N N O N M 0 0 Z J 1. Contact Utility Service providers for field location of services 72 hours prior to beginning. 2. Coordinate installation with Contractors performing related work. 3. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. 4. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. 5. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. 6. Place plants according to layout with proper nominal spacing. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. 7. See Details for depth of planting soil. 8. Install 2 to 3 inch depth of triple -shredded hardwood mulch in perennial bed areas. 9. Install 3 to 4 inch depth of triple -shredded hardwood mulch in shrub bed areas. 10. Install a 4 -foot diameter triple -shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. 11. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. 12. Edge planting beds with 6 -inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. 13. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. 14. All plant material shall have a 1 -year or 2 complete growing seasons warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 15. Seed mixture (33-261 Pond and Wet Areas) as defined in current MNDOT Seeding Manual. Native Seeds shall be of Minnesota (or as specified) origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. EVERGREEN TREES CODE QTY BOTANICAL NAME \III Ill//�i • = PIAB 17 Picea abies .,1/11/Iln1\\ eI 4) SHRUBS 0 0 0 0 0 GRASSES 0 0 0 PERENNIALS O FIA PIGL 8 Picea glauca PIDE 12 Picea glauca'Densata' CODE QTY BOTANICAL NAME COPU 30 Cornus pumila HYAR 42 Hydrangea arborescens'Annabelle' JUFO 8 Juniperus chinensis'Sea Green' JUWI 8 Juniperus horizontalis'Wiltonii' TAXG 8 Taxus cuspidata 'Dwarf Bright Gold' COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. Norway Spruce 50'H x 30'W 6' Ht. White Spruce 50'H x 20'W 6' Ht. Black Hills Spruce 45'H x 20'W 6' Ht. COMMON NAME MATURE SIZE PLANTING SIZE Dwarf Red Tipped Dogwood 4'H x 4'W 3' HEIGHT Annabelle Smooth Hydrangea 5'H x 5'W 5 GAL. Sea Green Juniper Blue Rug Juniper Dwarf Golden Japanese Yew 4'H x 5'W 3' HEIGHT 0.5H x 7'W 3 GAL. B&B B&B B&B CONTAINER POT POT POT POT 4'H x 5'W 24" min. plant height POT TAXM 10 Taxus x media'Tauntonii' Taunton's Anglo -Japanese Yew 3'H x 5'W 24" min. plant height POT CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER CAKF 105 Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass 4'H x 2'W 1 GAL. POT CARG 3 Carex grayi Gray's Sedge 3'H x 2'W #1 CARP 35 Carex pensylvanica Pennsylvania Sedge 2'H x 2'W #1 CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE ASRH 47 Astilbe x arendsii'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. LIGU 19 Ligularia dentata'Britt-Marie Crawford' Britt -Marie Crawford Ligularia 4'H x 3'W #1 SEAU 14 Sedum x'Autumn Joy' Autumn Joy Sedum 3'H x 2'W 1 GAL. CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE LOND 36 Lonicera dioica Limber Honeysuckle 1 V x 4'W #1 Denotes Pond Seed Mix (MNDOT 33-261) seeded at 35.0 lbs/acre with MNDOT 3N erosion control blanket. DENOTES ROCK MULCH POT POT CONTAINER HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 L I I Y OF Monticeflo HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP POT I hereby certify that this plan was prepared by me, or under my directs ision, and that I am POT a duly Licensed Landscape Architect under the laws of the statE TA. P POT Joshua K. Po v0103r2! \l 1 CONTAINER Licens o: 4 0 Date: 010. 2! v POT Signature hown is a di re o ti of origina s ned p is plan on file at Landform Professional Se ice , LC office is v ' ble request. C IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 11"� NORTH Know what's Below. Nem I CCIH before you dig. 0 40 80 k N D F O R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L201HW220001.DWG PROJECT NO. HED22001 Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC. N N O N M tY O 0 J I Q1 EDGING AT PLANTING BED (TYP) SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 COPU 30 a Y Dwarf Red Tipped Dogwood 4'H x 4'W 3' HEIGHT N N O N M tY O 0 J I Q1 EDGING AT PLANTING BED (TYP) SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 COPU 30 Cornus pumila Dwarf Red Tipped Dogwood 4'H x 4'W 3' HEIGHT POT oHYAR 42 Hydrangea arborescens 'Annabelle' Annabelle Smooth Hydrangea 5'H x 5'W 5 GAL. POT JUFO 8 Juniperus chinensis'Sea Green' Sea Green Juniper 4'H x 5'W 3' HEIGHT POT CJUWI 8 Juniperus horizontalis'Wiltonii' Blue Rug Juniper 0.5H x 7'W 3 GAL. POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER j CAKF 105 Calamagrostis x acutiflora'Karl Foerster' Feather Reed Grass 4'H x 2'W 1 GAL. POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER U SEAU 14 Sedum x'Autumn Joy' Autumn Joy Sedum 3'H x 2'W 1 GAL. POT 1. Contact Utility Service providers for field location of services 72 hours prior to beginning. 2. Coordinate installation with Contractors performing related work. 3. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. 4. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. 5. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. 6. Place plants according to layout with proper nominal spacing. Quantities shown in plant schedule are for this sheet only. See sheet L2.1 for overall quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. 7. See Details for depth of planting soil. 8. Install 2 to 3 inch depth of triple -shredded hardwood mulch in perennial bed areas. DInstall 3 to 4 inch depth of triple -shredded hardwood mulch in shrub bed areas. 10. Install a 4 -foot diameter triple -shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. 11. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. E>Edge planting beds with 6 -inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. 13. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. 14. All plant material shall have a 1 -year or 2 complete growing seasons warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. 11"� NORTH Know what's Below. Nem I CCIH before you dig. 0 20 40 HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my directs ision, and that I am a duly Licensed Landscape Architect under the laws of the statE TA. �P Joshua K. Po � Licens o: 4 0 Date: 03A . 2__�\ Signature hown is a di re o ti of origina s ned p is plan on file at Landform Professional Be ice , LC office is v ' ble request. C IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 • 11 • Ill k N D F O R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L202HDE002.DWG PROJECT NO. HED22001 Landform®and Site to Finish ®are registered service marks of Landform Professional Services, LLC. 12 (TYP) PERENNIAL L7.1 (4) ASRH 11 (TYP) PLANTING (TYP) 11, 3 (1) TAXG (TYP) F8—,>—, 77j7�� (5) CARP (3) LOND (2) ASRH EDGING AT PLANTING BED (TYP) (6) CARP IASRH (2) TAXM — (2) ASRH (3) LOND (2) LIGU SHRUB L7.1 (10) ASRH PLANTING (TYP) 2 (5) CARP (1) TAXM _/ (1) TAXG (3) LOND (3) LOND (1) TAXIS (4) LIGU FOUNDATION PLANTING - NORTH SIDE (3) LOND (1) TAXM (5) CARP (4) ASRH SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE 0 TAXG 4 Taxus cuspidata'Dwarf Bright Gold' Dwarf Golden Japanese Yew 4'H x 5'W 24" min. plant height POT 0 TAXM 4 Taxus x media'Tauntonii' - 3'H x 5'W 24" min. plant height POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE I � G 12 (TYP) PERENNIAL L7.1 (4) ASRH 11 (TYP) PLANTING (TYP) 11, 3 (1) TAXG (TYP) F8—,>—, 77j7�� (5) CARP (3) LOND (2) ASRH EDGING AT PLANTING BED (TYP) (6) CARP IASRH (2) TAXM — (2) ASRH (3) LOND (2) LIGU SHRUB L7.1 (10) ASRH PLANTING (TYP) 2 (5) CARP (1) TAXM _/ (1) TAXG (3) LOND (3) LOND (1) TAXIS (4) LIGU FOUNDATION PLANTING - NORTH SIDE (3) LOND (1) TAXM (5) CARP (4) ASRH SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE 0 TAXG 4 Taxus cuspidata'Dwarf Bright Gold' Dwarf Golden Japanese Yew 4'H x 5'W 24" min. plant height POT 0 TAXM 4 Taxus x media'Tauntonii' Taunton's Anglo -Japanese Yew 3'H x 5'W 24" min. plant height POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE 10 CARP 21 Carex pensylvanica Pennsylvania Sedge 2'H x 2'W #1 POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE O' ASRH 30 Astilbe x arendsii 'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. POT (- + -) LIGU 8 Ligularia dentata'Britt-Marie Crawford' Britt -Marie Crawford Ligularia 4'H x 3'W #1 POT VINE/ESPALIER CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINE _* LOND 18 Lonicera dioica Limber Honeysuckle 10'H x 4'W #1 POT Dv N N O N M 0 0 J OJ D ° v EDGING AT PLANTING BED (TYP) ° D v b D (3) ASRH (2) TAXM 3 CARG PERENNIAL�LTJ SHRUB�L7.1 3 ASRH ( ) PLANTING (TYP) PLANTING (TYP) / I (5) CARP r O r (5) ASRH �(1) TAXM 7 CARP (1) TAXGJ (2) TAXM (3) LOND (1) TAXG (3) LOND 1(2) CARP (2) LIGU (3) LOND (3) LOND (4) LIGU (3) LIGU (1) TAXM FOUNDATION PLANTING - EAST SIDE (1) TAXG (3) LOND (2) LIGU • • • • • 0 10 NORTH 1 . Contact Utility Service providers for field location of services 72 hours prior to beginning. 2. Coordinate installation with Contractors performing related work. 3. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. 4. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. 5. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. 6. Place plants according to layout with proper nominal spacing. Quantities shown are for this sheet only. See sheet L2.1 for total quantities for design. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. 7. See Details for depth of planting soil. DInstall 2 to 3 inch depth of triple -shredded hardwood mulch in perennial bed areas. DInstall 3 to 4 inch depth of triple -shredded hardwood mulch in shrub bed areas. 10. Install a 4 -foot diameter triple -shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required, unless noted otherwise. 11. Install 2 to 3 inch (nominal size) buff colored limestone to a depth of 4 inches. Landscape fabric shall be installed under all areas of rock. Secure all edges and seams of fabric with 6 -inch landscape staples. 12. Edge planting beds with 6 -inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. 13. Irrigation is required. Irrigation shall be designed by irrigation contractor. Contractor shall submit design plan and all shop drawings and system components to Landscape Architect for review, prior to purchase and installation. Contractor shall follow all applicable codes and obtain all necessary permits from local jurisdiction. 14. All plant material shall have a 1 -year or 2 complete growing seasons warranty. The warranty shall begin after the last plant has been installed and the Landscape Architect has approved the installation. Landscape contractor is responsible for replacing any and all plant material that dies during the warranty period. Landscape contractor shall assume all costs to any replacements. All replacements shall be same species and sizes and equal or better vigor as original installation. SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 TAXG 4 Taxus cuspidata 'Dwarf Bright Gold' Dwarf Golden Japanese Yew 4'H x 5'W 24" min. plant height POT TAXM 6 Taxus x media'Tauntonii' Taunton's Anglo -Japanese Yew 3'H x 5'W 24" min. plant height POT GRASSES CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER 0 CARG 3 Carex grayi Gray's Sedge 3'H x 2'W #1 POT 10 CARP 14 Carex pensylvanica Pennsylvania Sedge 2'H x 2'W #1 POT PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER OGASRH 17 Astilbe x arendsii'Rheinland' Rhineland False Spiraea 2'H x 2'W 1 GAL. POT LIGU 11 Ligularia dentata'Britt-Marie Crawford' Britt -Marie Crawford Ligularia 4'H x 3'W #1 POT VINE/ESPALIER CODE QTY BOTANICAL NAME COMMON NAME MATURE SIZE PLANTING SIZE CONTAINER _V LOND 18 Lonicera dioica Limber Honeysuckle 10'H x 4'W #1 POT DENOTES SOD DENOTES ROCK MULCH (TYP) (4) ASRH —/ (3) LOND (3) ASRH (2) LIGU r- (1) TAXG (TYP) (TYP) Know what's Below. CCIH before you dig. 3 0 10 NORTH HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 L I I Y OF Monticeflo HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my directs ision, and that I am a duly Licensed Landscape Architect under the laws of the statE TA. �P Joshua K. Po � Licens o:T 0 Date: 03.0. 2_�\ Signature hown is a di re o ti of origina�"b\le ed p is plan on file at Landform Professional Se ice , LC office is equest. C�O IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 k N D F 0 R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L203HDE002.DWG PROJECT NO. HED22001 Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. MULCH (SEE PLANS) MULCH SHALL BE MAXIMUM ONE (1") INCH BELOW PAVING SURFACE 0 ° � a ROOT BALL rnnr PLAN VIEW NOTES: REFER TO LANDSCAPE PLAN(S) FOR SPECIFIC PLANTINGS WIDTH OF EXCAVATION SHALL EXTEND A MINIMUM OF SIX (6") INCHES BEYOND THE PLANT ROOT STRUCTURE. EDGING (SEE PLANS) REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED FINISHED GRADE A PLANTING SOIL (SEE PLANS) EXISTING SUBGRADE EDGING AT PLANTING BED C" SECTION ROUND -TOPPED BERM SECTION DIG PLANTING PIT Ilk 3X WIDTH OF ROOT BALL ORIGINAL GRADE SHALL PASS THROUGH POINT WHERE TRUNK MEETS TOP OF ROOT BALL. Iy1►169:I��IeI:L'1�7� EXISTING SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. PLANTING SOIL (SEE PLANS) SECTION VIEW ROUND -TOPPED SOIL BERM, 4" HIGH x 8" WIDE, ABOVE ROOT BALL SURFACE, CENTERED ON DOWNHILL SIDE FOR 240 DEGREES. MULCH (SEE PLANS) EDGING (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS) STEEP SLOPE PLANTING N N O N O 1 0 Z J NO SCALE NOTES: IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. NO SCALE 8' STEEL STAKE. PLACE TWO (2) INCHES FROM ROOT BALL. PLAC AS SHOWN I TOP OF RO( SHALL BE LEV FINISHEE FINISHEE 3-5x DIA. OF SOIL BALL DOUBLE STRAND 14 GA. WIRE — 3' @ 120 DEGREE INTERVALS (TYP.) 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE OR FIRST MAJOR BRANCHING ROOT ONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAIN APPROPRIATE DEPTH. FLAGGING: ONE (1) PER WIRE FOUR (4") INCHES SHREDDED HARDWOOD MULCH CUT TOP OF WIRE BASKET 1/3 (MIN.) FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL. PLANTING SOIL (SEE PLANS) EXISTING SOIL LOOSENED EDGE CONDITION VARIES (SEE PLANS) 2" X 2" X 24" WOOD STAKE SET AT ANGLE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EXISTING SUBGRADE NOTES: INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BE UTILIZED ONLY IF NECESSARY. MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD AS DEFINED ON PLANS AND/OR SPECIFICATIONS. CONIFEROUS TREE PLANTING DIG PLANTING PIT Ilk 3X WIDEST DIMENSION OF ROOT BALL Ilk KUU I IJALL JI I J Uhl tJkIJ I IINU UK RECOMPACTED SUBGRADE. PLANT MATERIAL SHALL NOT BE PLACED CLOSER THAN ONE (1) FOOT FROM EDGE OF PLANTING BED SHRUB PLANTING SPACING VARIES (SEE PLANS) NO SCALE FOUR (4) INCH HIGH SOIL BERM CONSTRUCTED AROUND ENTIRE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL EDGE. MULCH (SEE PLANS) PLANTING SOIL (SEE PLANS) EDGING (SEE PLANS) REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE SHRUB BED(S) EXISTING SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. NOTES: IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. DIG PLANTING PIT NO DEEPER THAN HEIGHT OF ROOT BALL. `SC AKIF Y ICU I I UM AND SIDES OF HOLE PRIOR TO PLANTING. PERENNIAL PLANTING NO SCALE CREATE SAUCER AROUND PLANT WITH PLANTING SOIL MULCH XBiel 06 REFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVER OUTSIDE PLANTING BED BACKFILL WITH PLANTING SOIL THAT IS THOROUGHLY TILLED AND LOOSENED. (SEE PLANS) EXISTING SUBGRADE IF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUT DESTROYING SOIL MASS. Know what's Below. C(A before you dig. NO SCALE HEADWATERS DEVELOPMENT, LLC. 6511 NEZ PIERCE DRIVE CHANHASSEN, MN 55317 TEL(612)325-6520 I I Y OF Monticeflo HEADWATERS MULTI -FAMILY MONTICELLO, MN CONTACT ENGINEER FOR ANY PRIOR HISTORY DATE ISSUE / REVISION REVIEW 09 MAY 2022 CITY SUBMITTAL JKP I hereby certify that this plan was prepared by me, or under my direct s Sion, and that I am a duly Licensed Landscape Architect under the laws of the statE TA. �P Joshua K. Popf Licens o: 4 0 Date: 03.0. 2�\ Signature hown is a di re o ti of originsF'b\11e ed p is plan on file at Landform Professional Be ice , LC office s request. C IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. CITY SUBMITTAL MAY 9, 2022 k N D F 0 R M From Site to Finish 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 Web: landform.net FILE NAME L701HDE002.DWG PROJECT NO. HED22001 Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. 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 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 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 Lu Lu a 0 Lu Lu ►= 7 M M N N O CV ti N ti A220 D1 Cl A220 PLAN NORTH FIRST FLOOR PLAN 1/4" =1'-0" 3 4Cd FLOOR PLAN SYMBOLS LEGEND I SECTION REFERENCE 101 DTL SHT EXTERIOR ELEVATION OFLOOR PLAN NOTE 1 -HOUR FIRE -RESISTANCE -RATED WALL ASSEMBLY — - — - — - — 2 -HOUR FIRE -RESISTANCE -RATED 2 WALL ASSEMBLY WALL/PARTITION 0 DOOR 1 DETAIL REFERENCE 101 BGO WALL/PARTITION TYPE FLOOR PLAN GENERAL NOTES A. EXTERIOR DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF STUD TO FACE OF STUD. MARK FLOOR PLAN NOTES DESCRIPTION 2C.1 200 CONCRETE STOOP 201 24730" FLOOR HATCH. 203 GYPSUM BOARD ON GARAGE SIDE TO EXTEND TO THE ROOF SHEATHING. 204 4'-0" X 7'4' WALL OPENING 205 4'-0" X 7'4" ARCHED WALL OPENING GYPSUM BOARD PARTITIONS GENERAL NOTES A. ALL GYPSUM BOARD PARTITIONS SHALL BE DFO UNLESS OTHERWISE NOTED ON FLOOR PLAN. B. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). C. PROVIDE MOISTURE & MOLD RESISTANT GYPSUM AT ALL BATHROOMS AND GARAGES. D. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. E. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. EXTERIOR WALL TYPES MARK ASSEMBLY DESCRIPTION 2C.1 CULTURED STONE CLAD WALL CONSISTING OF CULTURED STONE, SETTING BED W/ REINFORCING MESH, WATER -RESISTIVE BARRIER, SHEATHING WITH INTEGRAL AIR AND WATER -RESISTIVE BARRIER, 2X6 WOOD STUDS ASSEMBLY DESCRIPTION @ 16" OC WITH R-21 BATT INSULATION, VAPOR RETARDER WITH PERM RATING <_ 1.0 AND ONE LAYER 518" GYPSUM TEST BOARD AT INTERIOR FACE. TAPE ALL SHEATHING JOINTS AND PENETRATIONS. 2E.1 SIDING CLAD WALL CONSISTING OF ENGINEERED LAP SIDING, SHEATHING WITH INTEGRAL AIR AND 2 x 4 WOOD STUDS @ 16" OC WATER -RESISTIVE BARRIER, 2X6 WOOD STUDS @ 16" OC WITH R-21 BATT INSULATION, VAPOR RETARDER WITH PERM RATING <_ 1.0 AND ONE LAYER 518" GYPSUM BOARD AT INTERIOR FACE. TAPE ALL SHEATHING JOINTS AND PENETRATIONS. 2E.2 SIDING CLAD WALL CONSISTING OF ENGINEERED LAP SIDING, SHEATHING WITH INTEGRAL AIR AND WATER -RESISTIVE BARRIER WITH PERM RATING <_ 1.0, 2X6 WOOD STUDS @ 16" OC. TAPE ALL SHEATHING JOINTS 2 x 4 WOOD STUDS @ 16" OC AND PENETRATIONS. 2E.3 SHAKE CLAD WALL CONSISTING OF ENGINEERED SHAKE SIDING, SHEATHING WITH INTEGRAL AIR AND WATER -RESISTIVE BARRIER, 2X6 WOOD STUDS @ 16" OC WITH R-21 BATT INSULATION, VAPOR RETARDER WITH PERM RATING <_ 1.0 AND ONE LAYER 518" GYPSUM BOARD AT INTERIOR FACE. TAPE ALL SHEATHING JOINTS AND PENETRATIONS. INTERIOR PARTITION TYPES FIRE U) MARK ASSEMBLY DESCRIPTION RATING TEST INSULATION DFO 2 x 4 WOOD STUDS @ 16" OC O ONE LAYER 518" GYPSUM BOARD @ EACH FACE. DFO.1 2 x 4 WOOD STUDS @ 16" OC ONE LAYER 518" GYPSUM BOARD @ INTERIOR FACE L ONE LAYER 518" OSB @ EXTERIOR FACE (1) EFO 2 x 4 WOOD STUDS @ 16" OC _4__+ U_ 3-112" SOUND C:3 ONE LAYER 518" GYPSUM BOARD @ EACH FACE. o Co EF1 2x4 WOOD STUDS @ 16" OC 1 HR V340 3112" MINERAL ONE LAYER 518" GYPSUM BOARD @ FINSHED FACE WOOL BATT ONE LAYER 518" LP FLAMEBLOCK @ OTHER FACE EF2 TWO 2 x 4 WOOD STUDS @ 16" OC W/ 1" GAP BETWEEN 2 HR GA -WP -3820 3-112" SOUND TWO LAYERS 5/8" GYPSUM BOARD @ FINISHED FACES ONE SIDE EJO 2 x 6 WOOD STUDS @ 16" OC 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. JFO 2 x 4 WOOD STUDS @ 16" OC ONE LAYER 5/8" GYPSUM BOARD. XJO 2 x 6 WOOD STUDS @ 16" OC R-21 BATT VAPOR RETARDER WITH PERM RATING 51.0 AND ONE LAYER 5/8" GYPSUM INSULATION BOARD @ INTERIOR FACE ONE LAYER SHEATHING @ EXTERIOR FACE XJ0.1 2 x 6 WOOD STUDS @ 16" OC R-21 BATT VAPOR RETARDER WITH PERM RATING <_ 1.0 @ INTERIOR FACE INSULATION ONE LAYER SHEATHING @ EXTERIOR FACE MODULE KEY PLAN J J U a� a U cn a cu a� c N N O N O O O Ln rl %0 O V N mON00Ln s;�ON M N %0 V co N s 2 T s N Revisions: REV1 07-20-22 Z Q J ry 0 0 J U- H— U) of U - Date: 04-05-22 Job No: 210285-01 Sheet No.: A200 U) C U) 0 Z3 O 4� O L (1) 0 _4__+ U_ Z C:3 o Co U 0 Revisions: REV1 07-20-22 Z Q J ry 0 0 J U- H— U) of U - Date: 04-05-22 Job No: 210285-01 Sheet No.: A200 EAST ELEVATION wi TIII �IIII - MEN ONE EAST ELEVATION 2 L d TRUSS BRRG - - - - 154' 6" - - - -• • FIFTH FL0gR__&.-, 144'-7112" - FOURTH FLOOR - - - - - - - -• 133-9.. THIRD FL00� 122'-10112" `IF _ SECOND FLOOR 112'-0" ! - - - - - _- — -�—_ _ r - F - FIR4T FI 11nR NORTH ELEVATION 2 118" =1'-0" 118" =1'-0" � I . LO M -� CD — .- L0 Q m 5(_c:4'\LN.0RTH ELEVATION I ) 118" =1'-0" NEI all Ll 1. 0 - - -------- I TRUSS BRG � 154'154'-6" FIFTH FLOOR t , X44'-7117112" 1 FLOOR 133'-9" THIRD FLOOR 122'-1-10112" COND FLOOR 112'-0" TRUSS BRG 154EXTERIOR ELEVATIONS SYMBOLS LEGEND 1101 I SECTION REFERENCE 1101 I DETAIL REFERENCE CD ELEVATION NOTE AL01 WINDOW TYPE FIFTH FLOOR�� 144'-7112" OX CONSTRUCTION KEYNOTE EXTERIOR FINISH PATTERNS FOURTH FLOOR LAP SIDING - COLOR 1 (LIGHT GRAY) PANEL SIDING - COLOR 1 (LIGHT GRAY) �1 133'-9" �° � -. • LAP SIDING - COLOR 2 (DARK GRAY) PANEL SIDING - COLOR 2 (DARK GRAY) 1 LAP SIDING - COLOR 3 WOOD -LOOK PANEL SIDING - COLOR 3 (WHITE) _ THIRD FLOOR STONE ARCHITECTURAL PRECAST 122' 10 112 EXTERIOR ELEVATIONS GENERAL NOTES A. PAINT ALL EXPOSED STEEL LINTELS TO MATCH ADJACENT MASONRY COLOR B. TRIM ALL EXTERIOR LIGHTING FIXTURES, OUTLETS, HOSE BIBBS AND ALL OTHER SIDING PENETRATIONS WITH 1X4 FIBER CEMENT TRIM (TYP.) SECOND FLOOR C. REFER TO SHEET A891 FOR WINDOW FRAME ELEVATIONS 112'-0" D. SEALANT COLORS TO MATCH ADJACENT FINISHED SURFACES. TRUSS BRG I1 154'-6" - - FIFTH FLOOR � 144'-7112112" FOURTH FLOOR 133'-9" �- - THIRD FLOOR 122'-10112112" _II - _ - - - SECOND FLOOR •-._.��- - - - - _.-.. _. :._. _ .-__.+ 112'01 1-F - _ _- •_Am FIRST FLOOR 100' 0" EXTERIOR ELEVATION NOTES MARK DESCRIPTION REVISIONS: U) Z O Q Z C� Lu �C Of LuLu ~ Lu E Q m_ Z = U O < DATE: cu 05-09-22 O z JOB NO: 210285-02 UL J SHEET NO: a N O A400 c I.- OO 2 -J.0 cu 0Z U � (� u W O U T � G REVISIONS: U) Z O Q Z Lu Lu �C Of LuLu ~ Lu H U Q PROGRESS DRAWINGS Z = U OU) < DATE: 05-09-22 O z JOB NO: 210285-02 UL J SHEET NO: a N O 0 N Zo A400 SOUTH ELEVATION - END TRUSS BRG 154-6" FIFTH FLOOR 144'7112" 1 FOURTH FLOOR 133'-9" THIRD FLOOR t 122'-10�� SECOND FLO� 112'-0" , , FIRST FLOOR 100'-0" FYTFRinR F1 FVATInNS SYMBOLS LEGEND FION REFERENCE 'ATION NOTE TRUSS BRG � L I 154'4' IF ion........ •-------. ....----- . ------FIFTH FLOOR i — — — — — — — — — — — — — — — — — — — — — — — — — 144'-7 L Moll :.... — FOURTH FL00� 133' I THIRD FLOOR 122' 10112" WE SECOND FLOOR 112'-0" FIRST FLOOR 100'-0" 3 E 1 WEST E 0 118" =1' 0" ATTERNS 1 DETAIL REFERENCE 101 AL01 WINDOW TYPE �► CONSTRUCTION KEYNOTE 31DING - COLOR 1 (LIGHT GRAY) PANEL SIDING - COLOR 1 (LIGHT GRAY) 31DING - COLOR 2 (DARK GRAY) PANEL SIDING - COLOR 2 (DARK GRAY) 31DING - COLOR 3 (WOOD -LOOK) - PANEL SIDING - COLOR 3 (WHITE) JE ARCHITECTURAL PRECAST DNS GENERAL NOTES EEL LINTELS TO MATCH ADJACENT MASONRY COLOR HTING FIXTURES, OUTLETS, HOSE BIBBS AND ALL OTHER SIDING PENETRATIONS WITH 1X4 P.) 1ATCH ADJACENT FINISHED SURFACES. CL J r W W �n� �< D Low REVISIONS: � 1 O .F7_ Q Z cu O J Lu 1— J O V C of Luw ~ W 1— v Q PROGRESS DRAWINGS Z = U O i > DATE: cu 05-09-22 O z JOB NO: 210285-02 U— J SHEET NO: O A401 Z L O cu U Z � REVISIONS: U) Z O Q Z w O J Lu 1— J O V C of Luw ~ W 1— v Q PROGRESS DRAWINGS Z = U OU) > DATE: 05-09-22 O z JOB NO: 210285-02 U— J SHEET NO: ON o A401 Z N LO It C'7 66 N N 0 N N 07 Q m z ry 0 0.5P 2B i 14'-0" COORIDOR CENTERLINE T-1 518" 4'-5" 6-5 318" C i 0.51D i i !•�ua`1�i1�11�iauaa�l `� 1 -�!,�il�il/t��(u.i��l�/l��liva�/ii�lil�icaa�/�illil/iir i IIL�i-�� Lys j IIID\\)+ , BAM 52 SFuuuu,uu,,,,� ,�dhS4,S4Pad�4S4,55�t,54�ddfP�4�h�ab55�t,S5YddA1= • I,�&-tLOSF-T- AB— AB 14 SIF --------------S�i�'�=-'IdiS�i�u! II Ifi I II STUDIO FLOOR PLAN 114" =1'-0" 2'-7112" 6-11114" 3'-8" 9'-2 314" 4'-9114" 3" 2'-9" 2'-6" T 2'-6" 2'-0" T-0" T 2 314" STUDIO KITCHEN ELEV 1 114" =1'-0" *IT DIO BATH 0" rw STUDIO REFLECTED CEILING PLAN 114" =1'-0" 8'-11718' TYP 2B J 2B _i�[HE i 1� I� I 6 c STUDIO FLOOR FINISHES PLAN 114" =1'-0" 131 PT1 UNIT FINISH SCHEDULE NO SUBSTITUTIONS J FIRE ♦� v C1 U) LOCATION TAG BASE INSTALLATION NOTES INSULATION B1 Manufacturer: `By Millworker" 2 x 4 WOOD STUDS @ 16" OC E Description: Primed FJ Pine Door casing to be 2-114" FJ Pine Princeton ONE LAYER 518" GYPSUM BOARD @ EACH FACE. DATE: Size: 3" 09-01-22 DFO.1 2 x 4 WOOD STUDS @ 16" OC Color: Paint - PT2 L.L J Millwork Base Profile: Princeton ON CD N LOCATION TAG CABINET DOOR INSTALLATION NOTES Kitchen and Bathroom(s) CD1 Manufacturer: TBD EFO 2 x 4 WOOD STUDS @ 16" OC Wood Species: 3-112" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. Stain Color: 0 EFO.1 Door Style: 3-112" SOUND Molding: 13/4" Crown Molding ONE LAYER 518" GYPSUM BOARD @ INTERIOR FACE LOCATION TAG ICARPET INSTALLATION NOTES Living Room, CPT1 Manufacturer: Cn Bedroom(s), and 1 HR Style: 3" MINERAL WOOL Bedroom Closets ONE LAYER 518" GYPSUM BOARD @ EACH FACE Construction: }' BATT EJO Backing: 5-112" SOUND Fiber Content: ONE LAYER 518" GYPSUM BOARD @ EACH FACE. U_ �. OZ Weight: FFO 2 x 4 WOOD STUDS @ 16" OC U) Size: Broadloom -12' goods 3-112" SOUND 0 ONE LAYER 518" GYPSUM BOARD @ EACH FACE. Color: C G o Contact: LOCATION TAG CULTURED MARBLE INSTALLATION NOTES Bathroom Vanity, CM1 Manufacturer: Window Sills Color: PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). Finish: FF1.1 Contact: 1 HR LOCATION TAG LUXURY VINYL TILE INSTALLATION NOTES Kitchen, Bathroom(s), LVP1 Manufacturer: LVT should run the same direction Coat, Laundry, and Style: in kitchen and bathrooms Mechanical Closets PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). 2 x 6 WOOD STUDS @ 16" OC Size: 7" x 48" FJ1 Thickness: U327 5-112" SOUND Wear Layer: Color: PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). Contact: KFO LOCATION TAG PAINT INSTALLATION NOTES General PTI Manufacturer: Sherwin Williams SOUND Finish: Eggshell Color: Millwork PT2 Manufacturer: Sherwin Williams Finish: Enamel Color: Contact: Ceilings PT3 Manufacturer: Sherwin Williams Finish: Flat Color: Contact: LOCATION TAG PLASTIC LAMINATE INSTALLATION NOTES Kitchen Countertops PL1 Manufacturer: Wilsonart Style: Finish: Contact: LOCATION TAG WOOD DOORS INSTALLATION NOTES Unit Entry WD1 Supplier: Wood Species Cut: Flitch: Grade: Stain color: Stain to match cabinet doors "CD I" - TBD Gloss level: Contact: FLOOR PLAN SYMBOLS LEGEND EXISTING WALLS TO REMAIN NEW WALL/PARTITION EXISTING DOOR TO REMAIN o NEW DOOR 1 SECTION REFERENCE =dl02 EXISTING DOOR RECEIVING NEW 101 WORK - REFER TO DOOR SCHEDULE DTL 1 DETAIL REFERENCE INTERIOR ELEVATION 101 SHT BGO WALL/PARTITION TYPE OFLOOR PLAN NOTE 71 FLOOR DRAIN - PITCH FLOOR TO CONSTRUCTION LIMITS O FD DRAIN • • MATCHLINE FEESSR SEMI -RECESSED FIRE EXTINGUISHER HALF HOUR RATED FIRE PARTITION 0.5P ONE HOUR RATED FIRE PARTITION - - 2B - - — TWO HOUR RATED FIRE BARRIER FLOOR PLAN GENERAL NOTES A. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). B. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN REMOVED BY OWNER. C. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH OWNER ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK OR ANY ASSOCIATED EQUIPMENT. D. CONTRACTOR TO VERIFY FLOOR TO FLOOR HEIGHTS GYPSUM BOARD PARTITIONS GENERAL NOTES A. ALL GYPSUM BOARD PARTITIONS SHALL BE @O UNLESS OTHERWISE NOTED ON FLOOR PLAN. B. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). C. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. D. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. E. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. F. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STEEL DECK ABOVE. INTERIOR PARTITION TYPES o J FIRE ♦� v C1 U) MARK ASSEMBLY DESCRIPTION RATING UL INSULATION DFO 2 x 4 WOOD STUDS @ 16" OC E O} ONE LAYER 518" GYPSUM BOARD @ EACH FACE. DATE: INTERIOR ELEVATION GENERAL NOTES 09-01-22 DFO.1 2 x 4 WOOD STUDS @ 16" OC JOB N0: 210285-02 L.L J SHEET NO: ONE LAYER 518" GYPSUM BOARD @ INTERIOR FACE ON CD N A21 0 Zo ONE LAYER 518" OSB @ EXTERIOR FACE CASEWORK GENERAL NOTES EFO 2 x 4 WOOD STUDS @ 16" OC A. REFER TO ROOM FINISH AND MATERIAL SCHEDULES FOR PLASTIC LAMINATE SELECTIONS. 3-112" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. 0 EFO.1 2 x 4 WOOD STUDS @ 16" OC 3-112" SOUND C. PROVIDE GROMMETS IN CASEWORK COUNTERTOPS WHEREVER ELECTRICAL OR COMMUNICATIONS OUTLETS ARE ONE LAYER 518" GYPSUM BOARD @ INTERIOR FACE 7:3 2EE INDICATED IN KNEE SPACE BELOW. VERIFY LOCATION IN FIELD. Q ONE LAYER 518" OSB @ EXTERIOR FACE 2 x 4 WOOD STUDS @ 16" OC 0 D. ROUND ALL OUTSIDE CORNERS OF COUNTERTOPS WITH MINIMUM 1-112" RADIUS UNLESS NOTED OTHERWISE. Cn EF1 1 HR U305 3" MINERAL WOOL 0 ONE LAYER 518" GYPSUM BOARD @ EACH FACE WITH ADJACENT WALL(S), UNLESS NOTED OTHERWISE. SCRIBE ALL EDGES AND APPLY SEALANT TO JOINTS. }' BATT EJO 2 x 6 WOOD STUDS @ 16" OC 5-112" SOUND F. PROVIDE SEALANT BETWEEN BACKSPLASH 1 SIDE SPLASH OR COUNTERTOP AND WALL. ONE LAYER 518" GYPSUM BOARD @ EACH FACE. U_ �. G. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. FFO 2 x 4 WOOD STUDS @ 16" OC U) H. SEE KEY TO ABBREVIATIONS FOR ADDITIONAL CASEWORK AND EQUIPMENT ABBREVIATIONS. 3-112" SOUND 0 ONE LAYER 518" GYPSUM BOARD @ EACH FACE. C G o PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FF1 2 x 4 WOOD STUDS @ 16" OC 1 HR U327 3-112" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FF1.1 2 x 4 WOOD STUDS @ 16" OC 1 HR U327 3-112" SOUND ONE LAYER 518" GYPSUM BOARD @ INTERIOR FACE ONE LAYER 518" OSB @ EXTERIOR FACE PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). 2 x 6 WOOD STUDS @ 16" OC FJ1 1 HR U327 5-112" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). KFO 2 x 4 WOOD STUDS @ 16" OC FULL WIDTH ONE LAYER 518" GYPSUM BOARD. SOUND FLOOR PLAN NOTES MARK DESCRIPTION INTERIOR ELEVATION SYMBOLS LEGEND 0 0 n o m O a o Cn c aso�t Lr, M rev u~i � a m .ct Z rn n o °r m ry n ry m m mrn ca ,n ,n m n 7 0 0 O CO M 3 cc a `Y] T E o �; � _a. DI n v=i U d Y N � ry q u a ry I U� V7 J } J �U W LiJ �of CLQ 1 INTERIOR DETAIL REFERENCE 101 o J ♦� v C1 U) \ E_ XO INTERIOR ELEVATION NOTE Z _ U) Q CD PROGRESS DRAWINGS E O} M DATE: INTERIOR ELEVATION GENERAL NOTES 09-01-22 U_ � O z JOB N0: 210285-02 L.L J SHEET NO: A. INTERIOR ELEVATION DIMENSIONS ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL. ON CD N A21 0 Zo CASEWORK GENERAL NOTES ML A. REFER TO ROOM FINISH AND MATERIAL SCHEDULES FOR PLASTIC LAMINATE SELECTIONS. 0 0 B. PROVIDE BASE, AS LISTED IN ROOM FINISH SCHEDULE, AT ALL CASEWORK. C. PROVIDE GROMMETS IN CASEWORK COUNTERTOPS WHEREVER ELECTRICAL OR COMMUNICATIONS OUTLETS ARE 0 7:3 2EE INDICATED IN KNEE SPACE BELOW. VERIFY LOCATION IN FIELD. Q 0 0 D. ROUND ALL OUTSIDE CORNERS OF COUNTERTOPS WITH MINIMUM 1-112" RADIUS UNLESS NOTED OTHERWISE. Cn C E. PROVIDE 1-112" (MINIMUM) FILLERS AT PERPENDICULAR JUNCTION OF ALL CABINETS AND AT PERPENDICULAR JUNCTURE Q) 0 0 WITH ADJACENT WALL(S), UNLESS NOTED OTHERWISE. SCRIBE ALL EDGES AND APPLY SEALANT TO JOINTS. }' F. PROVIDE SEALANT BETWEEN BACKSPLASH 1 SIDE SPLASH OR COUNTERTOP AND WALL. U_ �. G. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. _C3 U) H. SEE KEY TO ABBREVIATIONS FOR ADDITIONAL CASEWORK AND EQUIPMENT ABBREVIATIONS. (3) 0 ti C G o I. ALL FILE CABINETS TO ACCOMMODATE PENDAFLEX FILE SYSTEM. INTERIOR ELEVATION NOTES MARK DESCRIPTION 800 FRAMELESS MIRROR. SEE ELEVATIONS FOR SIZE. REVISIONS: O o J ♦� v C1 U) U E_ w Z U U) Q CD PROGRESS DRAWINGS Z= U O} DATE: �~ 09-01-22 � O z JOB N0: 210285-02 L.L J SHEET NO: ON CD N A21 0 Zo 7--- �`65 N --5— 0.5P 0.P 1 �T — — — — — 2B 2B 0.5P 7 6 I I COORIDOR CENTERLINE 14'-0" 14'-0" 8'-5 718" 8'-1" T-0" 8'-0" 8Z I 9.0 8Z 0Z d9'0 — — — D1 A211 BATH '- E 67 SF E I ----------- MOO----------- LAUNM M ) AB AB t 11 SF ------CLOSET ----- --- <VDA ------------- --- 16 SF N DA 8'-0114" 'V I I I I CP II III I I I BEDROOM N D 169 SF I I II I I I I I I I I � I ONE BEDROOM FLOOR PLAN 114" =1'-0" 3" 2'-9" 2'-6" 1 2'-6" 2'-0" V-0" C1 ONE BEDROOM KITCHEN ELEV 1 114" =1' 0" D1 ONE BEDROOM BATH 114" =1'-0" CV CV M N N O N N M Q m z ry 14'-0" -7 N QW �W N L SE _REF---- --- -- Q 21 ---r---,, ------- ------ 7 $F O O -- -- O C1 ENTRY KITCHEN A211 C2 A I B 60 SF 139 SF o 0 2'-8" I I I I I I I I 5'-1112"----� li 4----� I I II II I I I � I I II II I I I I II II_ I I I I II II- I I r LIVING/DINING - C II II 191 SF I I I I I II II I I I I I II II I I U � 1 a1I I 9'-2314" MECH ; 9'-10 718" 0 N 3.8 4'-11/8" ONE BEDROOM KITCHEN ELEV 2 114" =1'-0" ONE BEDROOM REFLECTED CEILING PLAN 114" =1'-0" M ONE BEDROOM FLOOR FINISHES PLAN 114" =1'-0" I UNIT FINISH SCHEDULE NO SUBSTITUTIONS FIRE 1 INTERIOR DETAIL REFERENCE 101 800 FRAMELESS MIRROR. SEE ELEVATIONS FOR SIZE. LOCATION TAG BASE INSTALLATION NOTES INSULATION B1 Manufacturer: *By Millworker* 2 x 4 WOOD STUDS @ 16" OC - O Description: Primed FJ Pine Door casing to be 2-114" FJ Pine Princeton ONE LAYER 518" GYPSUM BOARD @ EACH FACE. Z Size: 3" ZD DFO.1 2 x 4 WOOD STUDS @ 16" OC Color: Paint - PT2 ♦--+ Millwork Base Profile: Princeton DATE: LOCATION TAG CABINET DOOR INSTALLATION NOTES Kitchen and Bathroom(s) CD1 Manufacturer: TBD EFO 2 x 4 WOOD STUDS @ 16" OC ON Z o Wood Species: 3-112" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. Stain Color: O EFOA Door Style: M 3-112" SOUND Molding: 13/4" Crown Molding ONE LAYER 518" GYPSUM BOARD @ INTERIOR FACE LOCATION TAG CARPET INSTALLATION NOTES Living Room, CPT1 Manufacturer: Q Bedroom(s), and 2 x 4 WOOD STUDS @ 16" OC Style: U305 Bedroom Closets v Construction: W Q BATT Backing: 2 x 6 WOOD STUDS @ 16" OC Fiber Content: ONE LAYER 518" GYPSUM BOARD @ EACH FACE. OZ Weight: FFO 2 x 4 WOOD STUDS @ 16" OC Size: Broadloom -12' goods 3-112" SOUND Color: CU }� ti Contact: PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). LOCATION TAG CULTURED MARBLE INSTALLATION NOTES Bathroom Vanity, CM1 Manufacturer: 3-112" SOUND Window Sills ONE LAYER 518" GYPSUM BOARD @ EACH FACE. Color: Finish: Contact: 2 x 4 WOOD STUDS @ 16" OC LOCATION TAG LUXURY VINYL TILE INSTALLATION NOTES Kitchen, Bathroom(s), LVP1 Manufacturer: LVT should run the same direction Coat, Laundry, and ONE LAYER 518" OSB @ EXTERIOR FACE Style: in kitchen and bathrooms Mechanical Closets Size: 7" x 48" Thickness: 2 x 6 WOOD STUDS @ 16" OC 1 HR U327 Wear Layer: ONE LAYER 518" GYPSUM BOARD @ EACH FACE. Color: PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). Contact: LOCATION TAG PAINT INSTALLATION NOTES General PT1 Manufacturer: Sherwin Williams ONE LAYER 518" GYPSUM BOARD. Finish: Eggshell Color: Millwork PT2 Manufacturer: Sherwin Williams Finish: Enamel Color: Contact: Ceilings PT3 Manufacturer: Sherwin Williams Finish: Flat Color: Contact: LOCATION TAG PLASTIC LAMINATE INSTALLATION NOTES Kitchen Countertops PL1 Manufacturer: Wilsonart Style: Finish: Contact: LOCATION TAG WOOD DOORS INSTALLATION NOTES Unit Entry WD1 Supplier: Wood Species Cut: Flitch: Grade: Stain color: Stain to match cabinet doors "CD I" - TBD Gloss level: Contact: FLOOR PLAN SYMBOLS LEGEND EXISTING WALLS TO REMAIN NEW WALL/PARTITION EXISTING DOOR TO REMAIN o NEW DOOR 1 SECTION REFERENCE --(l 0\2 y EXISTING DOOR RECEIVING NEW 101 WORK - REFER TO DOOR SCHEDULE DTL 1 DETAIL REFERENCE INTERIOR ELEVATION 101 SHT BGO WALL/PARTITION TYPE XO FLOOR PLAN NOTE O ❑ FLOOR DRAIN - PITCH FLOOR TO CONSTRUCTION LIMITS FD FD DRAIN • • MATCHLINE FEESSR SEMI -RECESSED FIRE EXTINGUISHER HALF HOUR RATED FIRE PARTITION 0.5P ONE HOUR RATED FIRE PARTITION 2B — TWO HOUR RATED FIRE BARRIER FLOOR PLAN GENERAL NOTES A. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). B. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN REMOVED BY OWNER. C. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH OWNER ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK OR ANY ASSOCIATED EQUIPMENT. D. CONTRACTOR TO VERIFY FLOOR TO FLOOR HEIGHTS GYPSUM BOARD PARTITIONS GENERAL NOTES A. ALL GYPSUM BOARD PARTITIONS SHALL BE @O UNLESS OTHERWISE NOTED ON FLOOR PLAN. B. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). C. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. D. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. E. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. F. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STEEL DECK ABOVE. INTERIOR PARTITION TYPES FIRE 1 INTERIOR DETAIL REFERENCE 101 800 FRAMELESS MIRROR. SEE ELEVATIONS FOR SIZE. MARK ASSEMBLY DESCRIPTION RATING UL INSULATION rn DFO 2 x 4 WOOD STUDS @ 16" OC - O U ONE LAYER 518" GYPSUM BOARD @ EACH FACE. Z U ZD DFO.1 2 x 4 WOOD STUDS @ 16" OC INTERIOR ELEVATION GENERAL NOTES ♦--+ L.L ONE LAYER 518" GYPSUM BOARD @ INTERIOR FACE DATE: �~ 09-01-22 A. INTERIOR ELEVATION DIMENSIONS ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL. ONE LAYER 518" OSB @ EXTERIOR FACE JOB N0: 210285-02 U_ J SHEET NO: EFO 2 x 4 WOOD STUDS @ 16" OC ON Z o CASEWORK GENERAL NOTES 3-112" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. A. REFER TO ROOM FINISH AND MATERIAL SCHEDULES FOR PLASTIC LAMINATE SELECTIONS. O EFOA 2 x 4 WOOD STUDS @ 16" OC M 3-112" SOUND B. PROVIDE BASE, AS LISTED IN ROOM FINISH SCHEDULE, AT ALL CASEWORK. ONE LAYER 518" GYPSUM BOARD @ INTERIOR FACE C. PROVIDE GROMMETS IN CASEWORK COUNTERTOPS WHEREVER ELECTRICAL OR COMMUNICATIONS OUTLETS ARE ONE LAYER 518" OSB @ EXTERIOR FACE INDICATED IN KNEE SPACE BELOW. VERIFY LOCATION IN FIELD. Q EF1 2 x 4 WOOD STUDS @ 16" OC 1 HR U305 3" MINERAL WOOL v ONE LAYER 518" GYPSUM BOARD @ EACH FACE W Q BATT EJO 2 x 6 WOOD STUDS @ 16" OC 5-112" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. F. PROVIDE SEALANT BETWEEN BACKSPLASH 1 SIDE SPLASH OR COUNTERTOP AND WALL. FFO 2 x 4 WOOD STUDS @ 16" OC 3-112" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. CU }� ti H. SEE KEY TO ABBREVIATIONS FOR ADDITIONAL CASEWORK AND EQUIPMENT ABBREVIATIONS. PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). O U") ti FF1 2 x 4 WOOD STUDS @ 16" OC 1 HR U327 3-112" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. REVISIONS: PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FF1.1 2 x 4 WOOD STUDS @ 16" OC 1 HR U327 3-112" SOUND ONE LAYER 518" GYPSUM BOARD @ INTERIOR FACE ONE LAYER 518" OSB @ EXTERIOR FACE PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FJ1 2 x 6 WOOD STUDS @ 16" OC 1 HR U327 5-112" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). KFO 2 x 4 WOOD STUDS @ 16" OC FULL WIDTH ONE LAYER 518" GYPSUM BOARD. SOUND FLOOR PLAN NOTES MARK DESCRIPTION 0 0 Ln o Ino v o o' as o Lr, M rev LA � a m c Z rn r� ry n ry NO m m W Ln Ln m r. .� ❑ M 0 0 � � awO 3 0 `Y] E o �; � _a. Dry v= U CU or t CD o � d N � ry q u ry U� V7 J } J �U W W of CL CLQ INTERIOR ELEVATION SYMBOLS LEGEND MARK DESCRIPTION 1 INTERIOR DETAIL REFERENCE 101 800 FRAMELESS MIRROR. SEE ELEVATIONS FOR SIZE. Z L_U \ rn XO INTERIOR ELEVATION NOTE w Z - O U E Z U ZD ICU CD PROGRESS DRAWINGS INTERIOR ELEVATION GENERAL NOTES ♦--+ L.L V < DATE: �~ 09-01-22 A. INTERIOR ELEVATION DIMENSIONS ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL. � O z JOB N0: 210285-02 U_ J SHEET NO: ON Z o CASEWORK GENERAL NOTES A. REFER TO ROOM FINISH AND MATERIAL SCHEDULES FOR PLASTIC LAMINATE SELECTIONS. O M B. PROVIDE BASE, AS LISTED IN ROOM FINISH SCHEDULE, AT ALL CASEWORK. C. PROVIDE GROMMETS IN CASEWORK COUNTERTOPS WHEREVER ELECTRICAL OR COMMUNICATIONS OUTLETS ARE INDICATED IN KNEE SPACE BELOW. VERIFY LOCATION IN FIELD. Q O 0 D. ROUND ALL OUTSIDE CORNERS OF COUNTERTOPS WITH MINIMUM 1-1/2" RADIUS UNLESS NOTED OTHERWISE. L v E. PROVIDE 1-112" (MINIMUM) FILLERS AT PERPENDICULAR JUNCTION OF ALL CABINETS AND AT PERPENDICULAR JUNCTURE W Q o WITH ADJACENT WALL(S), UNLESS NOTED OTHERWISE. SCRIBE ALL EDGES AND APPLY SEALANT TO JOINTS. }' F. PROVIDE SEALANT BETWEEN BACKSPLASH 1 SIDE SPLASH OR COUNTERTOP AND WALL. U_ G. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. CU }� ti H. SEE KEY TO ABBREVIATIONS FOR ADDITIONAL CASEWORK AND EQUIPMENT ABBREVIATIONS. 0 O U") ti C:) I. ALL FILE CABINETS TO ACCOMMODATE PENDAFLEX FILE SYSTEM. REVISIONS: INTERIOR ELEVATION NOTES MARK DESCRIPTION 800 FRAMELESS MIRROR. SEE ELEVATIONS FOR SIZE. O O Z L_U O rn _ 0- J J w Z ♦ C1 O U w Z U ZD (/� Q CD PROGRESS DRAWINGS Z = U O� V < DATE: �~ 09-01-22 � O z JOB N0: 210285-02 U_ J SHEET NO: ON Z o A211 2 1 ------- 33 0.5P 0.5P i COORIDOR CENTERLINE i 14'-5 518" M 8'-5118" T-0" 3'-0112" 8Z 8Z d9 0 W m W N 0 CV N LO 66 N N O N N M Q m z ry C] 0 M 10 LO E' O --I (0 0 7S KITCHEN I C2 B - 136 SF 2'-3" I I I I I ----TrnI Y----� - LIVING/DINING- �I C 171 I 191 SF I I II � II I I I I I I I I II II I I L__ _J I II I II I I a 3'-8" i 4'-9114" i ONE BEDROOM ADA FLOOR PLAN 1/4" =1'-0" E5 E4 811 811 2" 2'-0" 3'-0" 2'-6"3'-0" 811C5 ONE BEDROOM ADA KITCHEN ELEV 1 1/4" =1'-0" ONE BEDROOM ADA BATH 1/4" =1'-0" co 9'-2 314" 9'-2 314" 14'-0" 2 i 05P 0 5P I 6-0 1/2" 500 8'-5 718" 500 I 8Z c — — °cam° oo W 213UHHU2B �JJ D1-- BLIND CORNER INTERIOR ELEVATION SYMBOLS LEGEND O UCL i 0o p o 'L ° 0 BASE INSTALLATION NOTES DW B1 e 2 x 4 WOOD STUDS @ 16" OC U_ Description: Primed FJ Pine Door casing to be 2-114" FJ Pine Princeton ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. DATE: 2'-2" 3'-0" T-3" 1'-3" T-0" 811C5 ONE BEDROOM ADA KITCHEN ELEV 1 1/4" =1'-0" ONE BEDROOM ADA BATH 1/4" =1'-0" co 9'-2 314" 9'-2 314" 14'-0" 2 i 05P 0 5P I 6-0 1/2" 500 8'-5 718" 500 I 8Z c — — °cam° oo W 213UHHU2B 14'-0" 1'-0" 2'-0" 2'-6" 2'-6" 1 2'-9" 3" 0 M HOOD 7 FREEZER OD o 00 STOVE ° ° FRIDGE N 3'-0" 2'-6" 2'-6" 3'-0" ONE BEDROOM ADA KITCHEN ELEV 2 1/4" =1'-0" 2B 2B E0 EO I I ONE BEDROOM ADA REFLECTED CEILING PLAN 1/4" =1'-0" 0 �JJ D1-- FIRE INTERIOR ELEVATION SYMBOLS LEGEND O LOCATION TAG BASE INSTALLATION NOTES INSULATION B1 Manufacturer: `By Millworker" 2 x 4 WOOD STUDS @ 16" OC U_ Description: Primed FJ Pine Door casing to be 2-114" FJ Pine Princeton ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. DATE: Size: 3 ENTRY A212 BATH 2 x 4 WOOD STUDS @ 16" OC Color: Paint - PT2 M Millwork Base Profile: Princeton O LOCATION A E INSTALLATION NOTES Kitchen and Bathroom(s) CD1 Manufacturer: TBD EFO 2 x 4 WOOD STUDS @ 16" OC q 39 SIFE72 SF ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. 6 OWN y4d D O EFO.1 , CIS it 3-112" SOUND Molding: 13/4" Crown Molding ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE LOCATION o CARPET INSTALLATION NOTES Living Room, 0 Manufacturer: IN Bedroom(s), and 0 MEN 3" MINERAL WOOL Bedroom Closets mimmil Construction: BATT EJO Backing: 5-112" SOUND Fiber Content: ONE LAYER 518" GYPSUM BOARD @ EACH FACE. OZ Weight: LAUNDRY 2 x 4 WOOD STUDS @ 16" OC 81u../i/:../�%..�/�1.i�jl/�r- a�i.a 'E� ! ... /./.j/:../i�/i�/�i.../�a l�.il�il�i.�/ .��.�/�a:.n,i i - ' ..., I C9 VV AB D . LOCATION TAG CULTURED MARBLE ZZ Bathroom Vanity, CM1 Manufacturer: 16 3F Window Sills o O -- PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). Finish: FF1.1 Contact: - LOCATION ---------------- ----- LUXURY VINYL TILE INSTALLATION NOTES Kitchen, Bathroom(s), Cl- Manufacturer: LVT should run the same direction Coat, Laundry, and 4i == in kitchen and bathrooms Mechanical Closets PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). 2 x 6 WOOD STUDS @ 16" OC Size: 7" x 48" D --------CLOSET------------ Thickness: U327 N Wear Layer: © o � DA PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). Contact: KFO LOCATION TAG O DA 16 SF General PTI Manufacturer: Sherwin Williams SOUND Finish: Eggshell Color: Millwork PT2 Manufacturer: Sherwin Williams - 5' 1" 8'-0114" Finish: Enamel -" --------------- I BEDROOM Contact: Oo - Manufacturer: Sherwin Williams D I I 169 SF Contact: LOCATION TAG PLASTIC LAMINATE INSTALLATION NOTES Kitchen Countertops I III II _ I , Finish: -------------- Contact: LOCATION TAG WOOD DOORS INSTALLATION NOTES Unit Entry WD1 Supplier: Wood Species Cut: L---------'---; Flitch: Grade: I I I �I Gloss level: 14'-0" 1'-0" 2'-0" 2'-6" 2'-6" 1 2'-9" 3" 0 M HOOD 7 FREEZER OD o 00 STOVE ° ° FRIDGE N 3'-0" 2'-6" 2'-6" 3'-0" ONE BEDROOM ADA KITCHEN ELEV 2 1/4" =1'-0" 2B 2B E0 EO I I ONE BEDROOM ADA REFLECTED CEILING PLAN 1/4" =1'-0" 0 NO SUBSTITUTIONS _ J J FIRE INTERIOR ELEVATION SYMBOLS LEGEND O LOCATION TAG BASE INSTALLATION NOTES INSULATION B1 Manufacturer: `By Millworker" 2 x 4 WOOD STUDS @ 16" OC U_ Description: Primed FJ Pine Door casing to be 2-114" FJ Pine Princeton ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. DATE: Size: 3 09-01-22 DFO.1 2 x 4 WOOD STUDS @ 16" OC Color: Paint - PT2 M Millwork Base Profile: Princeton O LOCATION TAG CABINET DOOR INSTALLATION NOTES Kitchen and Bathroom(s) CD1 Manufacturer: TBD EFO 2 x 4 WOOD STUDS @ 16" OC Wood Species: 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. 6 OWN y4d D O EFO.1 Door Style: CIS C C 3-112" SOUND Molding: 13/4" Crown Molding ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE LOCATION TAG CARPET INSTALLATION NOTES Living Room, 0 Manufacturer: IN Bedroom(s), and 0 MEN 3" MINERAL WOOL Bedroom Closets mimmil Construction: BATT EJO Backing: 5-112" SOUND Fiber Content: ONE LAYER 518" GYPSUM BOARD @ EACH FACE. OZ Weight: FFO 2 x 4 WOOD STUDS @ 16" OC 81u../i/:../�%..�/�1.i�jl/�r- a�i.a 'E� ! ... /./.j/:../i�/i�/�i.../�a l�.il�il�i.�/ .��.�/�a:.n,i i - ' ..., � r. A. ............................... --- . ..... ......... . LOCATION TAG CULTURED MARBLE ZZ Bathroom Vanity, CM1 Manufacturer: Window Sills o O -- PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). Finish: FF1.1 Contact: 1 HR LOCATION TAG LUXURY VINYL TILE INSTALLATION NOTES Kitchen, Bathroom(s), LVP1 Manufacturer: LVT should run the same direction Coat, Laundry, and 4i == in kitchen and bathrooms Mechanical Closets PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). 2 x 6 WOOD STUDS @ 16" OC Size: 7" x 48" FJ1 Thickness: U327 5-1/2" SOUND Wear Layer: © o � Color: PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). Contact: KFO LOCATION TAG O INSTALLATION NOTES General PTI Manufacturer: Sherwin Williams SOUND Finish: Eggshell Color: Millwork PT2 Manufacturer: Sherwin Williams Finish: Enamel e Color: Contact: Oo Ceilings - Manufacturer: Sherwin Williams Finish: Flat Color: Contact: LOCATION TAG PLASTIC LAMINATE INSTALLATION NOTES ONE BEDROOM ADA FLOOR FINISHES PLAN 1/4" =1'-0" UNIT FINISH SCHEDULE NO SUBSTITUTIONS _ J J FIRE INTERIOR ELEVATION SYMBOLS LEGEND O LOCATION TAG BASE INSTALLATION NOTES INSULATION B1 Manufacturer: `By Millworker" 2 x 4 WOOD STUDS @ 16" OC U_ Description: Primed FJ Pine Door casing to be 2-114" FJ Pine Princeton ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. DATE: Size: 3 09-01-22 DFO.1 2 x 4 WOOD STUDS @ 16" OC Color: Paint - PT2 M Millwork Base Profile: Princeton O LOCATION TAG CABINET DOOR INSTALLATION NOTES Kitchen and Bathroom(s) CD1 Manufacturer: TBD EFO 2 x 4 WOOD STUDS @ 16" OC Wood Species: 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. Stain Color: D O EFO.1 Door Style: CIS C C 3-112" SOUND Molding: 13/4" Crown Molding ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE LOCATION TAG CARPET INSTALLATION NOTES Living Room, CPT1 Manufacturer: Bedroom(s), and 1 HR Style: 3" MINERAL WOOL Bedroom Closets ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE Construction: BATT EJO Backing: 5-112" SOUND Fiber Content: ONE LAYER 518" GYPSUM BOARD @ EACH FACE. OZ Weight: FFO 2 x 4 WOOD STUDS @ 16" OC Size: Broadloom -12' goods 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. Color: Contact: LOCATION TAG CULTURED MARBLE INSTALLATION NOTES Bathroom Vanity, CM1 Manufacturer: Window Sills Color: PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). Finish: FF1.1 Contact: 1 HR LOCATION TAG LUXURY VINYL TILE INSTALLATION NOTES Kitchen, Bathroom(s), LVP1 Manufacturer: LVT should run the same direction Coat, Laundry, and Style: in kitchen and bathrooms Mechanical Closets PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). 2 x 6 WOOD STUDS @ 16" OC Size: 7" x 48" FJ1 Thickness: U327 5-1/2" SOUND Wear Layer: Color: PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). Contact: KFO LOCATION TAG PAINT INSTALLATION NOTES General PTI Manufacturer: Sherwin Williams SOUND Finish: Eggshell Color: Millwork PT2 Manufacturer: Sherwin Williams Finish: Enamel Color: Contact: Ceilings PT3 Manufacturer: Sherwin Williams Finish: Flat Color: Contact: LOCATION TAG PLASTIC LAMINATE INSTALLATION NOTES Kitchen Countertops PL1 Manufacturer: Wilsonart Style: Finish: Contact: LOCATION TAG WOOD DOORS INSTALLATION NOTES Unit Entry WD1 Supplier: Wood Species Cut: Flitch: Grade: Stain color: Stain to match cabinet doors "CD I" - TBD Gloss level: Contact: FLOOR PLAN SYMBOLS LEGEND EXISTING WALLS TO REMAIN NEW WALL PARTITION EXISTING DOOR TO REMAIN o NEW DOOR 1 SECTION REFERENCE =dl02EXISTING DOOR RECEIVING NEW 101 WORK - REFER TO DOOR SCHEDULE DTL 1 DETAIL REFERENCE SHT INTERIOR ELEVATION 101 BGO WALL/PARTITION TYPE OFLOOR PLAN NOTE 71 FLOOR DRAIN - PITCH FLOOR TO CONSTRUCTION LIMITS FD FD DRAIN • • MATCHLINE FESR SEMI -RECESSED FIRE EXTINGUISHER HALF HOUR RATED FIRE PARTITION 0.5P ONE HOUR RATED FIRE PARTITION TWO HOUR RATED FIRE BARRIER FLOOR PLAN GENERAL NOTES A. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). B. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN REMOVED BY OWNER. C. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH OWNER ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK OR ANY ASSOCIATED EQUIPMENT. D. CONTRACTOR TO VERIFY FLOOR TO FLOOR HEIGHTS GYPSUM BOARD PARTITIONS GENERAL NOTES A. ALL GYPSUM BOARD PARTITIONS SHALL BE @O UNLESS OTHERWISE NOTED ON FLOOR PLAN. B. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). C. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. D. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. E. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. F. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STEEL DECK ABOVE. INTERIOR PARTITION TYPES m _ J J FIRE INTERIOR ELEVATION SYMBOLS LEGEND O MARK ASSEMBLY DESCRIPTION RATING UL INSULATION ZD DFO 2 x 4 WOOD STUDS @ 16" OC U_ O} ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. DATE: XO INTERIOR ELEVATION NOTE 09-01-22 DFO.1 2 x 4 WOOD STUDS @ 16" OC JOB N0: 210285-02 M SHEET NO: ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE O � ONE LAYER 5/8" OSB @ EXTERIOR FACE A. INTERIOR ELEVATION DIMENSIONS ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL. EFO 2 x 4 WOOD STUDS @ 16" OC 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. CASEWORK GENERAL NOTES D O EFO.1 2 x 4 WOOD STUDS @ 16" OC CIS C C 3-112" SOUND B. PROVIDE BASE, AS LISTED IN ROOM FINISH SCHEDULE, AT ALL CASEWORK. ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE O c:) C. PROVIDE GROMMETS IN CASEWORK COUNTERTOPS WHEREVER ELECTRICAL OR COMMUNICATIONS OUTLETS ARE co ONE LAYER 518" OSB @ EXTERIOR FACE 2 x 4 WOOD STUDS @ 16" OC INDICATED IN KNEE SPACE BELOW. VERIFY LOCATION IN FIELD. EF1 1 HR U305 3" MINERAL WOOL ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE E. PROVIDE 1-1/2" (MINIMUM) FILLERS AT PERPENDICULAR JUNCTION OF ALL CABINETS AND AT PERPENDICULAR JUNCTURE BATT EJO 2 x 6 WOOD STUDS @ 16" OC 5-112" SOUND F. PROVIDE SEALANT BETWEEN BACKSPLASH / SIDE SPLASH OR COUNTERTOP AND WALL. ONE LAYER 518" GYPSUM BOARD @ EACH FACE. REVISIONS: FFO 2 x 4 WOOD STUDS @ 16" OC 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FF1 2 x 4 WOOD STUDS @ 16" OC 1 HR U327 3-1/2" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FF1.1 2 x 4 WOOD STUDS @ 16" OC 1 HR U327 3-112" SOUND ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE ONE LAYER 5/8" OSB @ EXTERIOR FACE PROVIDE 112" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). 2 x 6 WOOD STUDS @ 16" OC FJ1 1 HR U327 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). KFO 2 x 4 WOOD STUDS @ 16" OC FULL WIDTH ONE LAYER 5/8" GYPSUM BOARD. SOUND FLOOR PLAN NOTES MARK DESCRIPTION 0 0 n o ld�o a o o' I U� V7 J } J �U W LiJ �of CL Q G. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. H. SEE KEY TO ABBREVIATIONS FOR ADDITIONAL CASEWORK AND EQUIPMENT ABBREVIATIONS I. ALL FILE CABINETS TO ACCOMMODATE PENDAFLEX FILE SYSTEM. W I m U) C/O W U U Q O O O m _ J J w Z INTERIOR ELEVATION SYMBOLS LEGEND O E w Z U ZD 1101 INTERIOR DETAIL REFERENCE }� U_ O} DATE: XO INTERIOR ELEVATION NOTE 09-01-22 � O z JOB N0: 210285-02 M SHEET NO: INTERIOR ELEVATION GENERAL NOTES O � O A. INTERIOR ELEVATION DIMENSIONS ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL. O CASEWORK GENERAL NOTES D O o A. REFER TO ROOM FINISH AND MATERIAL SCHEDULES FOR PLASTIC LAMINATE SELECTIONS. CIS C C a� v B. PROVIDE BASE, AS LISTED IN ROOM FINISH SCHEDULE, AT ALL CASEWORK. (D O c:) C. PROVIDE GROMMETS IN CASEWORK COUNTERTOPS WHEREVER ELECTRICAL OR COMMUNICATIONS OUTLETS ARE co O INDICATED IN KNEE SPACE BELOW. VERIFY LOCATION IN FIELD. V C/) D. ROUND ALL OUTSIDE CORNERS OF COUNTERTOPS WITH MINIMUM 1-1/2" RADIUS UNLESS NOTED OTHERWISE. E. PROVIDE 1-1/2" (MINIMUM) FILLERS AT PERPENDICULAR JUNCTION OF ALL CABINETS AND AT PERPENDICULAR JUNCTURE O "' WITH ADJACENT WALL(S), UNLESS NOTED OTHERWISE. SCRIBE ALL EDGES AND APPLY SEALANT TO JOINTS.o F. PROVIDE SEALANT BETWEEN BACKSPLASH / SIDE SPLASH OR COUNTERTOP AND WALL. REVISIONS: G. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. H. SEE KEY TO ABBREVIATIONS FOR ADDITIONAL CASEWORK AND EQUIPMENT ABBREVIATIONS I. ALL FILE CABINETS TO ACCOMMODATE PENDAFLEX FILE SYSTEM. W I m U) C/O W U U Q O O O m _ J J w Z ♦ v C1 O U w Z U ZD U) Q CD PROGRESS DRAWINGS Z= U O} DATE: 09-01-22 � O z JOB N0: 210285-02 L,L J SHEET NO: ON CD N ;Z(9 A212 0 M 0 M M M L(i 0 GV TWO BEDROOM FLOOR PLAN 1/4" =1'-0" E5 E4 811 811 2" 2'-0" 3'-0" 2'-6" 3'-O" J 811J C5 *IWO BEDROOM KITCHEN ELEVATION 1 *IWO BEDROOM BATH 1 ELEVATION coWE rel O O N N O N N m Q 75 m z 0 i 4'-9114" 9'-2 3/4" V-0" 2'-0" 2'-6" 2'-6" 1 2'-9" 3" ML -Ol El li TWO BEDROOM KITCHEN ELEVATION 2 C2 114" =1' 0" TWO BEDROOM BATH 2 ELEVATION 1/4" =1'-0" G r •• ri��M Eli!LJIF FIRE � MARK if�lrtiti- RATING imll]El�lljmii INSULATION °° DFO Or U— U F— =w ONE LAYER 518" GYPSUM BOARD @ EACH FACE. Z G) INTERIOR ELEVATION NOTE ZD DFO.1 2 x 4 WOOD STUDS @ 16" OC Z= U J 811J C5 *IWO BEDROOM KITCHEN ELEVATION 1 *IWO BEDROOM BATH 1 ELEVATION coWE rel O O N N O N N m Q 75 m z 0 i 4'-9114" 9'-2 3/4" V-0" 2'-0" 2'-6" 2'-6" 1 2'-9" 3" ML -Ol El li TWO BEDROOM KITCHEN ELEVATION 2 C2 114" =1' 0" TWO BEDROOM BATH 2 ELEVATION 1/4" =1'-0" G TWO BEDROOM REFLECTED CEILING PLAN 1/4" =1'-0" 2B O 8'-11718' REF O Eo 10 IEEE .■ • tip m I -oI III O I O TWO BEDROOM FLOOR FINISHES PLAN 1/4" =1'-0" FLOOR PLAN SYMBOLS LEGEND EXISTING WALLS TO REMAIN NEW WALL/PARTITION 0 EXISTING DOOR TO REMAIN NEW DOOR 1 SECTION REFERENCE =dl02EXISTING DOOR RECEIVING NEW 101 WORK - REFER TO DOOR SCHEDULE DTL 1 DETAIL REFERENCE INTERIOR ELEVATION 101 SHT BGO WALL/PARTITION TYPE XO FLOOR PLAN NOTE O 71 FLOOR DRAIN - PITCH FLOOR TO CONSTRUCTION LIMITS FD FD DRAIN • • MATCHLINE FESR SEMI -RECESSED FIRE EXTINGUISHER HALF HOUR RATED FIRE PARTITION 0.5P ONE HOUR RATED FIRE PARTITION - - — - - — TWO HOUR RATED FIRE BARRIER FLOOR PLAN GENERAL NOTES A. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). B. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN REMOVED BY OWNER. C. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH OWNER ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK OR ANY ASSOCIATED EQUIPMENT. D. CONTRACTOR TO VERIFY FLOOR TO FLOOR HEIGHTS GYPSUM BOARD PARTITIONS GENERAL NOTES A. ALL GYPSUM BOARD PARTITIONS SHALL BE @O UNLESS OTHERWISE NOTED ON FLOOR PLAN. B. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). C. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. D. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. E. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. F. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STEEL DECK ABOVE. INTERIOR PARTITION TYPES °, a6` FIRE INTERIOR ELEVATION SYMBOLS LEGEND O MARK ASSEMBLY DESCRIPTION RATING UL INSULATION °° DFO Or U— U F— =w ONE LAYER 518" GYPSUM BOARD @ EACH FACE. Z G) INTERIOR ELEVATION NOTE ZD DFO.1 2 x 4 WOOD STUDS @ 16" OC Z= U O} ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE O TWO BEDROOM REFLECTED CEILING PLAN 1/4" =1'-0" 2B O 8'-11718' REF O Eo 10 IEEE .■ • tip m I -oI III O I O TWO BEDROOM FLOOR FINISHES PLAN 1/4" =1'-0" FLOOR PLAN SYMBOLS LEGEND EXISTING WALLS TO REMAIN NEW WALL/PARTITION 0 EXISTING DOOR TO REMAIN NEW DOOR 1 SECTION REFERENCE =dl02EXISTING DOOR RECEIVING NEW 101 WORK - REFER TO DOOR SCHEDULE DTL 1 DETAIL REFERENCE INTERIOR ELEVATION 101 SHT BGO WALL/PARTITION TYPE XO FLOOR PLAN NOTE O 71 FLOOR DRAIN - PITCH FLOOR TO CONSTRUCTION LIMITS FD FD DRAIN • • MATCHLINE FESR SEMI -RECESSED FIRE EXTINGUISHER HALF HOUR RATED FIRE PARTITION 0.5P ONE HOUR RATED FIRE PARTITION - - — - - — TWO HOUR RATED FIRE BARRIER FLOOR PLAN GENERAL NOTES A. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL). B. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN REMOVED BY OWNER. C. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH OWNER ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK OR ANY ASSOCIATED EQUIPMENT. D. CONTRACTOR TO VERIFY FLOOR TO FLOOR HEIGHTS GYPSUM BOARD PARTITIONS GENERAL NOTES A. ALL GYPSUM BOARD PARTITIONS SHALL BE @O UNLESS OTHERWISE NOTED ON FLOOR PLAN. B. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). C. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. D. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. E. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. F. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STEEL DECK ABOVE. INTERIOR PARTITION TYPES 2E FIRE INTERIOR ELEVATION SYMBOLS LEGEND O MARK ASSEMBLY DESCRIPTION RATING UL INSULATION °° DFO 2 x 4 WOOD STUDS @ 16" OC U— U F— =w ONE LAYER 518" GYPSUM BOARD @ EACH FACE. Z G) INTERIOR ELEVATION NOTE ZD DFO.1 2 x 4 WOOD STUDS @ 16" OC Z= U O} ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE O � 09-01-22 ONE LAYER 5/8" OSB @ EXTERIOR FACE JOB N0: 210285-02 L.L J A. INTERIOR ELEVATION DIMENSIONS ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL. EFO 2 x 4 WOOD STUDS @ 16" OC ON CD N A213 3-1/2" SOUND � ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. CASEWORK GENERAL NOTES D O EFO.1 2 x 4 WOOD STUDS @ 16" OC CIS C G 3-112" SOUND B. PROVIDE BASE, AS LISTED IN ROOM FINISH SCHEDULE, AT ALL CASEWORK. ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE O o C. PROVIDE GROMMETS IN CASEWORK COUNTERTOPS WHEREVER ELECTRICAL OR COMMUNICATIONS OUTLETS ARE co ONE LAYER 518" OSB @ EXTERIOR FACE 2 x 4 WOOD STUDS @ 16" OC INDICATED IN KNEE SPACE BELOW. VERIFY LOCATION IN FIELD. EF1 1 HR U305 3" MINERAL WOOL ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE E. PROVIDE 1-1/2" (MINIMUM) FILLERS AT PERPENDICULAR JUNCTION OF ALL CABINETS AND AT PERPENDICULAR JUNCTURE BATT EJO 2 x 6 WOOD STUDS @ 16" OC 5-112" SOUND F. PROVIDE SEALANT BETWEEN BACKSPLASH / SIDE SPLASH OR COUNTERTOP AND WALL. ONE LAYER 518" GYPSUM BOARD @ EACH FACE. REVISIONS: FFO 2 x 4 WOOD STUDS @ 16" OC 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FF1 2 x 4 WOOD STUDS @ 16" OC 1 HR U327 3-1/2" SOUND ONE LAYER 518" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FF1.1 2 x 4 WOOD STUDS @ 16" OC 1 HR U327 3-112" SOUND ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE ONE LAYER 5/8" OSB @ EXTERIOR FACE PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). 2 x 6 WOOD STUDS @ 16" OC FJ1 1 HR U327 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). KFO 2 x 4 WOOD STUDS @ 16" OC FULL WIDTH ONE LAYER 5/8" GYPSUM BOARD. SOUND FLOOR PLAN NOTES MARK DESCRIPTION 0 0 n o ld� o a o v+ oa rn M ❑n m aso�t Lr, m~ N u1 � m n a m .ct z rn n rQv n N NO m m w Ln Ln m r. `O .� ❑ 0 0 Sam o °9 _a. D n v= U d .n a m } Y N � d rn a ry q `u 0 ry U� V7 J } J �U W LiJ �of CL Q G. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. H. SEE KEY TO ABBREVIATIONS FOR ADDITIONAL CASEWORK AND EQUIPMENT ABBREVIATIONS I. ALL FILE CABINETS TO ACCOMMODATE PENDAFLEX FILE SYSTEM. 2E O INTERIOR ELEVATION SYMBOLS LEGEND O E Z 0 w O °° 1101 INTERIOR DETAIL REFERENCE }� U— U F— =w LU Z G) INTERIOR ELEVATION NOTE ZD Cn Q CD PROGRESS DRAWINGS Z= U O} INTERIOR ELEVATION GENERAL NOTES O � 09-01-22 O JOB N0: 210285-02 L.L J A. INTERIOR ELEVATION DIMENSIONS ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL. ON CD N A213 O � � CASEWORK GENERAL NOTES D O o A. REFER TO ROOM FINISH AND MATERIAL SCHEDULES FOR PLASTIC LAMINATE SELECTIONS. CIS C G a� v B. PROVIDE BASE, AS LISTED IN ROOM FINISH SCHEDULE, AT ALL CASEWORK. (D O o C. PROVIDE GROMMETS IN CASEWORK COUNTERTOPS WHEREVER ELECTRICAL OR COMMUNICATIONS OUTLETS ARE co O INDICATED IN KNEE SPACE BELOW. VERIFY LOCATION IN FIELD. V C/) D. ROUND ALL OUTSIDE CORNERS OF COUNTERTOPS WITH MINIMUM 1-1/2" RADIUS UNLESS NOTED OTHERWISE. ti E. PROVIDE 1-1/2" (MINIMUM) FILLERS AT PERPENDICULAR JUNCTION OF ALL CABINETS AND AT PERPENDICULAR JUNCTURE O "' ti WITH ADJACENT WALL(S), UNLESS NOTED OTHERWISE. SCRIBE ALL EDGES AND APPLY SEALANT TO JOINTS.o F. PROVIDE SEALANT BETWEEN BACKSPLASH / SIDE SPLASH OR COUNTERTOP AND WALL. REVISIONS: G. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. H. SEE KEY TO ABBREVIATIONS FOR ADDITIONAL CASEWORK AND EQUIPMENT ABBREVIATIONS I. ALL FILE CABINETS TO ACCOMMODATE PENDAFLEX FILE SYSTEM. 2E O O Z 0 w O °° J J ♦ ♦ C v= U F— =w LU Z U ZD Cn Q CD PROGRESS DRAWINGS Z= U O} DATE: 09-01-22 � O z JOB N0: 210285-02 L.L J SHEET NO: ON CD N A213 ;Z(9 4 3 2 1 4 I I I I I I I I I TWO BEDROOM ADA KITCHEN ELEV 1 1/4" =1'-0" *_IWO BEDROOM ADA BATH 1 N CO O N N O N N 07 Q m z ry 0 0 M M E4 E5 '721-6" 11 811 3' 0" 2'-6" 3' 0" 2'-0" 2" BLIND CORNER W J E4 \ E U) MARK \ / � 811 II FREEZER FRIDGE HOOD 3" 2'-9" 2'-6" 2'-6" 2'-0" 1'-0" ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. T-0" 2'-6" 2'-6" T-0" J J DFO.1 2 x 4 WOOD STUDS @ 16" OC TWO BEDROOM ADA KITCHEN ELEV 1 1/4" =1'-0" *_IWO BEDROOM ADA BATH 1 N CO O N N O N N 07 Q m z ry 0 0 M M E4 E5 '721-6" 11 811 3' 0" 2'-6" 3' 0" 2'-0" 2" BLIND CORNER W J \ E U) MARK \ / � I II FREEZER FRIDGE HOOD II ICR °o ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. T-0" 2'-6" 2'-6" T-0" TWO BEDROOM ADA KITCHEN ELEV 1 1/4" =1'-0" *_IWO BEDROOM ADA BATH 1 N CO O N N O N N 07 Q m z ry 0 0 M M E4 E5 '721-6" 11 811 3' 0" 2'-6" 3' 0" 2'-0" 2" BLIND CORNER 3-0" 1'-3" 1'-3" 2'-117/8 2'-01/8" 2" C5 811 ;j/ O BEDROOM ADA KITCHEN ELEV 2 C2 7= 1,_O 1'-0" W J FIRE E U) MARK I I II INSULATION II 2 x 4 WOOD STUDS @ 16" OC O ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. Lu co J J DFO.1 2 x 4 WOOD STUDS @ 16" OC O — F— LU w H oil ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE 0 q Z= U ONE LAYER 5/8" OSB @ EXTERIOR FACE O� Cn EFO 2 x 4 WOOD STUDS @ 16" OC 3-0" 1'-3" 1'-3" 2'-117/8 2'-01/8" 2" C5 811 ;j/ O BEDROOM ADA KITCHEN ELEV 2 C2 7= 1,_O 1'-0" *40 BEDROOM ADA BATH 2 =1'-0" 3 2 1 FLOOR PLAN SYMBOLS LEGEND EXISTING WALLS TO REMAIN I I I EXISTING DOOR TO REMAIN I I I B3 1/4" =1'-0" MECH ARi TWO BEDROOM ADA FLOOR FINISHES PLAN 1/4" =1'-0" 1I SECTION REFERENCE 101 DTL SHT INTERIOR ELEVATION X❑ FLOOR PLAN NOTE VEW WALL/PARTITION 0 NEW DOOR --(1 0\2 y EXISTING DOOR RECEIVING NEW WORK - REFER TO DOOR SCHEDULE 1 DETAIL REFERENCE 101 BGO WALL/PARTITION TYPE 0 E CONSTRUCTION LIMITS FD FD • • MATCHLINE FESR HALF HOUR RATED FIRE PARTITION Q 0.5P ONE HOUR RATED FIRE PARTITION — " 2B _ • — TWO HOUR RATED FIRE BARRIER FLOOR PLAN GENERAL NOTES FLOOR DRAIN - PITCH FLOOR TO DRAIN SEMI -RECESSED FIRE EXTINGUISHER A. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL) B. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN REMOVED BY OWNER. C. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH OWNER ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK OR ANY ASSOCIATED EQUIPMENT. D. CONTRACTOR TO VERIFY FLOOR TO FLOOR HEIGHTS GYPSUM BOARD PARTITIONS GENERAL NOTES A. ALL GYPSUM BOARD PARTITIONS SHALL BE @O UNLESS OTHERWISE NOTED ON FLOOR PLAN. B. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). C. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. D. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. E. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. F. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STEEL DECK ABOVE. INTERIOR PARTITION TYPES W J FIRE E U) MARK ASSEMBLY DESCRIPTION RATING UL INSULATION DFO 2 x 4 WOOD STUDS @ 16" OC O ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. Lu co J J DFO.1 2 x 4 WOOD STUDS @ 16" OC O — F— LU w H 0 ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE 0 q Z= U ONE LAYER 5/8" OSB @ EXTERIOR FACE O� Cn EFO 2 x 4 WOOD STUDS @ 16" OC L W O 3-1/2" SOUND JOB N0: 210285-02 ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. SHEET NO: cu 2'-6" 2 x 4 WOOD STUDS @ 16" OC *40 BEDROOM ADA BATH 2 =1'-0" 3 2 1 FLOOR PLAN SYMBOLS LEGEND EXISTING WALLS TO REMAIN I I I EXISTING DOOR TO REMAIN I I I B3 1/4" =1'-0" MECH ARi TWO BEDROOM ADA FLOOR FINISHES PLAN 1/4" =1'-0" 1I SECTION REFERENCE 101 DTL SHT INTERIOR ELEVATION X❑ FLOOR PLAN NOTE VEW WALL/PARTITION 0 NEW DOOR --(1 0\2 y EXISTING DOOR RECEIVING NEW WORK - REFER TO DOOR SCHEDULE 1 DETAIL REFERENCE 101 BGO WALL/PARTITION TYPE 0 E CONSTRUCTION LIMITS FD FD • • MATCHLINE FESR HALF HOUR RATED FIRE PARTITION Q 0.5P ONE HOUR RATED FIRE PARTITION — " 2B _ • — TWO HOUR RATED FIRE BARRIER FLOOR PLAN GENERAL NOTES FLOOR DRAIN - PITCH FLOOR TO DRAIN SEMI -RECESSED FIRE EXTINGUISHER A. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL (NOMINAL) B. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. PORTIONS OF EXISTING CONSTRUCTION MAY HAVE BEEN REMOVED BY OWNER. C. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH OWNER ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK OR ANY ASSOCIATED EQUIPMENT. D. CONTRACTOR TO VERIFY FLOOR TO FLOOR HEIGHTS GYPSUM BOARD PARTITIONS GENERAL NOTES A. ALL GYPSUM BOARD PARTITIONS SHALL BE @O UNLESS OTHERWISE NOTED ON FLOOR PLAN. B. GYPSUM BOARD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED PARTITION TO FACE OF FINISHED PARTITION (NOMINAL). C. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATION AND TYPE(S) OF GYPSUM BOARD MATERIAL REQUIRED. D. PROVIDE FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS. E. SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS. F. EXTEND ALL GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF STEEL DECK ABOVE. INTERIOR PARTITION TYPES W J FIRE E U) MARK ASSEMBLY DESCRIPTION RATING UL INSULATION DFO 2 x 4 WOOD STUDS @ 16" OC O ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. Lu co J J DFO.1 2 x 4 WOOD STUDS @ 16" OC O — F— LU w H 0 ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE 0 -C:3 Z= U ONE LAYER 5/8" OSB @ EXTERIOR FACE O� Cn EFO 2 x 4 WOOD STUDS @ 16" OC L W O 3-1/2" SOUND JOB N0: 210285-02 ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. SHEET NO: cu EF0.1 2 x 4 WOOD STUDS @ 16" OC U) 3-1/2" SOUND _U }� ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE N O Z ONE LAYER 5/8" OSB @ EXTERIOR FACE r__5 0 EF1 2 x 4 WOOD STUDS @ 16" OC 1 HR U305 3" MINERAL WOOL ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE BATT EJO 2 x 6 WOOD STUDS @ 16" OC 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. FFO 2 x 4 WOOD STUDS @ 16" OC 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FF1 2 x 4 WOOD STUDS @ 16" OC 1 HR U327 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FF1.1 2 x 4 WOOD STUDS @ 16" OC 1 HR U327 3-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ INTERIOR FACE ONE LAYER 5/8" OSB @ EXTERIOR FACE PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). FJ1 2 x 6 WOOD STUDS @ 16" OC 1 HR U327 5-1/2" SOUND ONE LAYER 5/8" GYPSUM BOARD @ EACH FACE. PROVIDE 1/2" RESILIENT CHANNELS @ 16" OC (CORR SIDE ONLY). KFO 2 x 4 WOOD STUDS @ 16" OC FULL WIDTH ONE LAYER 5/8" GYPSUM BOARD. SOUND FLOOR PLAN NOTES MARK DESCRIPTION INTERIOR ELEVATION SYMBOLS LEGEND 1 INTERIOR DETAIL REFERENCE 101 XO INTERIOR ELEVATION NOTE INTERIOR ELEVATION GENERAL NOTES A. INTERIOR ELEVATION DIMENSIONS ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED WALL. CASEWORK GENERAL NOTES A. REFER TO ROOM FINISH AND MATERIAL SCHEDULES FOR PLASTIC LAMINATE SELECTIONS. B. PROVIDE BASE, AS LISTED IN ROOM FINISH SCHEDULE, AT ALL CASEWORK. C. PROVIDE GROMMETS IN CASEWORK COUNTERTOPS WHEREVER ELECTRICAL OR COMMUNICATIONS OUTLETS ARE INDICATED IN KNEE SPACE BELOW. VERIFY LOCATION IN FIELD. D. ROUND ALL OUTSIDE CORNERS OF COUNTERTOPS WITH MINIMUM 1-1/2" RADIUS UNLESS NOTED OTHERWISE. E. PROVIDE 1-1/2" (MINIMUM) FILLERS AT PERPENDICULAR JUNCTION OF ALL CABINETS AND AT PERPENDICULAR JUNCTURE WITH ADJACENT WALL(S), UNLESS NOTED OTHERWISE. SCRIBE ALL EDGES AND APPLY SEALANT TO JOINTS. F. PROVIDE SEALANT BETWEEN BACKSPLASH / SIDE SPLASH OR COUNTERTOP AND WALL. G. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. H. SEE KEY TO ABBREVIATIONS FOR ADDITIONAL CASEWORK AND EQUIPMENT ABBREVIATIONS. I. ALL FILE CABINETS TO ACCOMMODATE PENDAFLEX FILE SYSTEM. 0 0 Ln o In ov o v+ oa rn M ❑n m as O vY m N LA � m n a m .ct z rn n U� V7 J } J �U W W �ry CLQ REVISIONS W J m E U) cu U Q O O E Lu co J J V C1 O — F— LU w H 0 Cu 0 -C:3 Z= U C O� Cn CCO G _o a' U L W O o JOB N0: 210285-02 U- J SHEET NO: cu ON zo A214 U) cu _U }� ti N O Z 7 r__5 0 REVISIONS W J m U) W U U Q O O Z Lu co J J V C1 U — F— LU w H Z U CD PROGRESS DRAWINGS (/� Q Z= U O� V < DATE: �~ 09-01-22 � O z JOB N0: 210285-02 U- J SHEET NO: ON zo A214 F5 At, rr � IIIIIIIIIIIIIIIII'11111111 hlllll �jlyylNl�_ � �� rr �► IL IL DESIGN*TREE engineering + land surveying MEMORANDUM To: Angela Schumann, City of Monticello From: Mike Gerber, Design Tree Engineering CC: Brian Nicholson, Headwaters Development Date: 7/5/2022 Subject: Headwaters Development Monticello Headwaters Development is currently proposing to construct a residential development in Monticello, MN. A Development Stage PUD submittal was previously submitted and reviewed by the City. This memo is to supplement the most recent revisions to the plans and stormwater management to address comments received from the City. To assist in review, I have inserted the original comment and our response in RED. Engineering Comments: 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. a. DTE Response: Noted. 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. a. DTE Response: Sheet C206 Fire Truck Turing Exhibit has been added to the plans to illustrate the fire truck access route. 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. a. DTE Response: The public sanitary sewer and watermain is proposed to be constructed within the public right-of-way. 4. Additional comments were provided directly on the plan sheets. All comments fromthe plan sheets may not be included with the review letter. a. DTE Response: Noted. Plan revisions have been made to account for the comments received on the plan sheets. 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. a. DTE Response: Labels have been added to the existing conditions and removal plans calling out the existing utility information. 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 i. DTE Response: The existing water services have been called out to be removed. a. Consider removal or abandonment of remaining 6" water services on the southwest side of 7th Street along the development ii. DTE Response: Noted. 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 showas remove and replace. a. DTE Response: This curb has been called out to be removed. 4* Page 1 of 9 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 Th Street. Salvage and reinstall the sign impacted with construction i. DTE Response: A pedestrian ramp has been added to this area and the sign has been called out to be salvaged and reinstalled. b. The trail crossings at the intersection of Tee Box Trail and Tee Box Drive i. DTE Response: Pedestrian ramps have been added in this location. c. The trail crossings to the entrances to the development from 7th Street i. DTE Response: Pedestrian ramps have been added in this location. d. The trail end in the cul de sac on Tee Box Trail i. DTE Response: The sidewalk has been revised in this area to extend out to the trail in the 7th Street right-of-way. 8. Commercial driveway entrances should reference City Standard Detail Plate5008. a. DTE Response: The entrances have been revised to follow the referenced standard plate. 9. On Sheet C205, provide additional dimension between trail edge and propertyline. a. DTE Response: This dimension has been added to the plan. 10. A bituminous trail may be required along CSAH 39, the City will review in more detailwith the apartment submittal. a. DTE Response: Noted. Grading & Drainage Plans (Sheets C301-303) 11. Label street names on all sheets. a. DTE Response: The street names have been labelled on the plan sheets. 12. Call out all low and high points in the roadway and provide emergency overflow (EOF) elevations for the low points. a. DTE Response: The low, high, and EOF elevations have been labelled on the plans. 13. Shift catch basin castings out of the proposed driveways. a. DTE Response: The catch basin locations have been revised to avoid 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. i. DTE Response: Elevations of the top and bottom of the wall have been added to the plans. The retaining wall will not exceed 4' in height. b. Provide for ownership and maintenance of the wall. i. DTE Response: The wall will be owned and maintained by the Owner's association. 15. The EOF from Infiltration Basin -3 to the existing wetland is incorrect. a. DTE Response: The EOF has been revised to show the correct elevation. 16. Several areas are proposed with slopes greater than 3:1 (see redline comments). a. DTE Response: The existing grades in these areas are greater than 3:1. The only work proposed in these areas will be matching into the existing grades. 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. a. DTE Response: Spot elevations have been added between the buildings to illustrate the grading of the swales between the buildings. Flow arrows have been added for clarity. 18. Storm sewer pipes should be in drainage and utility easements, please verify thatpipes are all within easements. a. DTE Response: Easements will be provided upon approval of the plans to avoid the easements being drawn in the incorrect location. 19. With final plans provide the following: Page 2 of 9 46 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%. i. DTE Response: The grading has been revised to meet the grading requirements to the maximum extent possible. b. Drainage arrows on plans showing direction of runoff. Note specifically high points between each side -yard swale. i. DTE Response: Drainage flow arrows have been added to the plans. The spot elevations located in the high points have labelled. c. Include percent slope In all other swale locations and verify that it meets theCity requirement of 2%. i. DTE Response: Drainage flow arrows and spot elevations have been added to the swales to clarify the grading of the swales. 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. i. DTE Response: No response required. 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. i. DTE Response: No response required. 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. i. DTE Response: No response required. g. Add rip -rap quantities and class notes at each flared end section and pond overflows (if applicable). i. DTE Response: Riprap quantities and class notes have been added to the erosion control plan sheets. h. Note the size of proposed storm sewer structures. i. DTE Response: The sizes of the proposed storm sewer structures have been labeled on the plan & profile sheets. Utility Plans (Sheets C401 -C402) 20. Describe the sanitary sewer connection to the existing 12" RCP sanitary sewer main in 7th 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). a. DTE Response: This connection has been described on the utility plan & profile sheet for this location. 21. Conform whether or not a common irrigation system will be used. If so, provide thewater service location. a. DTE Response: This decision has not been made and is in -progress. 22. Describe the water connection to existing 8" DIP watermain (e.g. 8" x 8" tee, etc.) a. DTE Response: These connections have been described on the utility plan & profile sheets for these locations. 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). a. DTE Response: The hydrant locations have been revised to meet these requirements. 24. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. The City engineer will need to reviewand sign the sanitary sewer permit. a. DTE Response: Noted, the plan review documents will be submitted to the City. 25. Label existing watermain in 7th Street as 8" DIP. a. DTE Response: The watermain label has been added to the plans. Page 3 of 9 41 26. Label existing sanitary sewer main in 7th Street as 12" RCP a. DTE Response: The sanitary sewer main label has been added to the plans. 27. Label or note on the plans: a. All watermain fittings/bends. i. DTE Response: Watermain fitting notes have been added to the plans. b. Watermain is 8" DIP CL 52. i. DTE Response: The watermain has been revised and labelled as 8" C900. c. Water services are 1 " copper. i. DTE Response: The water services have been revised to be 1 " copper. d. Sanitary sewer main is 8" PVC SDR 35 (SDR 26 for greater depth). i. DTE Response: The sanitary sewer main has been revised to be 8" PVC SDR 35. e. Sanitary sewer services are 4" PVC SDR 26. i. DTE Response: The sanitary sewer services have been revised to be 6" 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. a. DTE Response: The watermain in this area has been revised to eliminate the 90 degree bend. 29. Eliminate the horizontal bends in the sanitary sewer services. a. DTE Response: The sanitary sewer services have been revised to eliminate the bends. 30. Call out minimum watermain cover in profile views (8'). a. DTE Response: 8' minimum cover for the watermain has been called out on the utility plan & profile sheets. 31. Show all utility crossings in profile views. a. DTE Response: The utility crossings are shown on the utility plan & profile sheets. 32. There are potential conflicts between the sanitary sewer services and watermain aswell as water services and sanitary sewer main in areas where they are proposed near the same elevation (STA 1+80-4+50; STA 13+00-14+50). f. Adjust elevations to maintain a minimum of 18" separation at all utility crossings. i. DTE Response: These areas have been revised to eliminate the conflicts to the maximum extent possible. Areas with potential conflicts have been shown on the utility plan & profile sheets and have been called out to maintain 18" of separation and to provide insulation between the 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. a. DTE Response: The manholes are located in the centerline to the maximum extent possible. The sanitary sewer was not able to be aligned down the center of the roadway without compromising the 10' separation requirement. The curb stop locations were revised to be located in green space. 34. Add general notes to the utility plans to the effect of: a. The City of Monticello shall not be responsible for any additional costsincurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. i. DTE Response: This note has been added to the utility plan. 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. i. DTE Response: This note has been added to the utility plan. c. All watermain and sanitary sewer testing shall be completed in accordance with City standards and specifications. Copies of all test results shall be submittedto the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. i. DTE Response: This note has been added to the utility plan. d. Watermain shall have a minimum cover of 8'. i. DTE Response: This note is shown on the utility plan. Page 4 of 9 41 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 filesto the City for review. i. DTE Response: This note has been added to the utility plan. 35. With final plat submittal provide the following: g. Separate plan/profile sheets for watermain, sanitary sewer, and storm sewer. i. DTE Response: The plan & profile sheets have been split into street/storm and watermain/sanitary 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 locationto 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). i. DTE Response: These notes have been added to the utility plan and the utility plan & profile 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. i. DTE Response: The water and sewer services have been shown beyond the right- of-way since the services will be installed to the building as a part of this project. The required labels have been added to the utility plan & profile sheets. 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 platsubmittal. i. DTE Response: The typical section provided by the City is shown in the details. The geotechnical report was submitted to the City with the preliminary plat and development stage pud submittal. b. The street section should follow the updated City standard detail with 1 '/2"wear course and 3" non -wear pavement. i. DTE Response: The typical section provided by the City is shown in the details. 37. Label street names on all sheets. a. DTE Response: The street names have been labelled 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 is300' and the minimum vertical curve length is 90'. 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. a. DTE Response: No response required. 39. Review all locations where trails and/or sidewalks connect to roadways, all of these locations will require pedestrian curb ramps. a. DTE Response: Pedestrian ramps have been added to the required locations. 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', ourrecommendation is the site has only two access pointes as identified in the traffic study. a. DTE Response: The consultant that provided the traffic study will revise the traffic study to include the third access referenced in the comment. 41. The capacity analysis worksheets should be provided showing the analysis results including vehicle queuing. a. DTE Response: The consultant that provided the traffic study will submit the Page 5 of 9 41 capacity analysis worksheet. 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. a. DTE Response: A SWPPP has been added to the plans and an NPDES permit will be secured by the contractor prior to construction. 43. Revise note 6 to ensure street sweeping no later than 1 calendar day upon discovery. a. DTE Response: The note has been revised per the comment. 44. Add surface water flow directions pre and post construction. a. DTE Response: The existing and proposed drainage conditions are shown in the Stormwater Management Study completed for the project. 45. Add additional inlet protection on 71" Ave. It should be shown on both sides of the street should track -out occur onto 7r" Ave. a. DTE Response: Additional inlet protection has been added to the areas listed in the comment. 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 requiredfor this information. Additionally, where erosion control blanket is shown, will a temporary seed mix be used with that? a. DTE Response: Hydroseed will be specified in the project specifications. Temporary seed mixes will only be used if the Contractor's means, methods, and phasing require the use of a temporary seed mix. 47. What types and quantities of fertilizers will be used with various seed mixes? a. DTE Response: The type and quantity of fertilizer used with the seed mixes will be specified in the project specifications and will follow MnDOT specifications for seeding. 48. What methods will be used for temporary stabilization measures? Types andquantities are required. a. DTE Response: The Contractor's means, methods, and phasing will dictate the required type and quantity of temporary stabilization. The Contractor's SWPPP site manager will amend the SWPPP and erosion control plan as required by the NPDES permit. 49. A detailed review of erosion/sediment control will be conducted with the final plat submittal. a. DTE Response: Noted. Civil Details Plan Sheets (SheetsC701-703) 50. Provide details for the proposed stormwater treatment areas. a. DTE Response: A detail of the infiltration basin sections has been added to the plans. 51. Provide specific details for each of the control structures proposed. a. DTE Response: Outlet control structure details have been added to the plans. 52. A full review of standard details will be conducted with the final plat and plan submittal. a. DTE Response: Noted. Stormwater Management & Modelling 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. a. DTE Response: The development is not located within a watershed district. 54. The developer will need to submit a Stormwater Management Plan and modeling consistent with the City's stormwater management standards. Provide Hydro CADmodel with future submittals. a. DTE Response: A revised Stormwater Management Study and HydroCAD model will be submitted with the plans. 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 Page 6 of 9 46 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 i. DTE Response: The soil borings indicate that the underlying soils consist mainly of SP sands. The SP -SM layer appears to be isolated and not widespread. 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. a. DTE Response: See the Stormwater Management Study provided for rate control information. 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. a. DTE Response: Sumps are provided on the catch basins that discharge to the infiltration basins. 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. i. DTE Response: Spot elevations have been added to the front of each garage that show the low opening elevation. c. Clearly label the EOF for each basin on the grading plan including a stabilized overflow i. DTE Response: The EOF for each basin has been labeled. d. The maximum flow depth in EOFs shall be less than equal to one footas calculated for a 100 -year back-to-back storm event. i. DTE Response: the back-to-back 100 -year storm event elevation of each basin has been labeled. e. Emergency Overflows (EOFs) shall be sized with a minimum bottom width of five feet and 4:1 side slopes. i. DTE Response: The EOF for each basin has been labeled on the plans. 59. Provide a maintenance access to all permanent stormwater managementbest management practices. a. DTE Response: All of the basins will be located adjacent to the public right-of-way which will allow for maintenance access. 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. a. DTE Response: We were unable to locate a detail for the infiltration basin vegetation in the City's standard details provided on the City's website. Could the City provide this detail? The SWPPP will include a maintenance plan for vegetation during construction. 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. a. DTE Response: The results from the storm sewer sizing calculation and drainage maps are shown in the appendix of the Stormwater Management Study. 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. a. DTE Response: The stormwater management system has been updated to include treatment for the multi -unit building to the north. See the Page 7 of 9 41 revised Stormwater Management Study for details. Wetlands & Buffers 63. Wetlands were delineated and boundaries approved. a. DTE Response: Noted. 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. a. DTE Response: A dashed line indicating the wetland buffer area has been added to the site plan. 65. Buffer monumentation requirements are in the City Code Section 3.7 Subsection Wetland District. Show proposed buffer monuments on the plan. a. DTE Response: 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. a. DTE Response: Native vegetation has been proposed for the wetland buffer area and added to the erosion control plan. Fire Marshal Comments: General Comments 1. Hydrant spacing can be no more than 400 feet. a. DTE Response: The hydrant locations have been revised to include a maximum of 400' spacing. Wright County Comments: 1) It is our understanding that no new access is proposed as part of this plat. a. DTE Response: Correct, there is no new access proposed along County Road 39. 2) The traffic study indicated no roadway changes or mitigation needed to accommodate the proposed development. a. DTE Response: Noted. 3) The right of way shown is agreeable to County staff, no additional dedicated right -of- way is required. a. DTE Response: Noted. 4) Any proposed work within the Wright County CSAH 39 right-of-way will require a permit. a. DTE Response: Noted. MnDOT District 3 Comments: 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. a. DTE Response: No response required. 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. a. DTE Response: Our survey staff is currently working with Mn DOT to address this issue. 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. a. DTE Response: Noted, landscaping will be provided to help reduce the noise impacts on the proposed townhomes. 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 Page 8 of 9 46 to MnDOT. Contact Mark Renn, District 3 Permits Supervisor, at 320/223-6522 for additional information. a. DTE Response: The Stormwater Management Study completed for the project shows that there is no increase in stormwater runoff discharging into the Interstate 94 right-of- way. 5. 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. a. DTE Response: Noted. Work is not planned within the MnDOT right-of-way. A permit shall be secured if the project scope changes to include work within the right-of-way. If you have any further questions or clarifications, please feel free to call me at (320) 227-0203 or email me at MJG@dte-Is.com. Page 9 of 9 4k DESIGN*TREE engineering + land surveying MEMORANDUM To: Angela Schumann, City of Monticello From: Mike Gerber, Design Tree Engineering CC: Brian Nicholson, Headwaters Development Date: 9/2/2022 Subject: Headwaters Development Monticello - Multifamily Headwaters Development is currently proposing to construct a residential development in Monticello, MN. A Development Stage PUD submittal was previously submitted and reviewed by the City. This memo is to supplement the most recent revisions to the plans and stormwater management to address comments received from the City. To assist in review, I have inserted the original comment and our response in RED. Engineering Comments: Preliminary Plat & General Comments 1. City staff may provide comments pertaining to the proposed landscaping, sidewalk/trail extensions, tree preservation plan, or other elements under separate cover. a. DTE Response: Noted. 2. Provide a turning movement exhibit to show that a fire truck can access all building structures as required by the City Fire Marshall. The Fire Marshall will review and provide comments under separate cover. a. DTE Response: The fire access route has been developed with input from the Fire Marshal. 3. Any public utilities shall be encompassed by drainage and utility easements where located outside of public road right of way. Drainage and utility easements will need to allow for a 1:1 trench from the invert of the utility with a minimum of 20' centered onthe utility. a. DTE Response: The public utilities are proposed to be constructed within the public right-of-way. 4. Additional comments were provided directly on the plan sheets. All comments fromthe plan sheets may not be included with the review letter. a. DTE Response: Noted. Plan revisions have been made to account for the comments received on the plan sheets. 5. The review for the twinhome site will remain under separate cover. Some elements such as stormwater management may overlap between the two sites. Please be cognizant of this and review both letters relative to the overlapping elements. a. DTE Response: Noted. Existing Conditions and Removal Plans (Sheets C101 -C102) 6. Remove the existing sign located in the proposed entrance. a. DTE Response: This sign has been marked to be removed and reinstalled to avoid conflict with the proposed driveway. Civil Site Plans (Sheets C201 7. Show the installation of pedestrian ramps at the trail crossings and the entrance tothe development from 7th Street. a. DTE Response: Pedestrian ramps have been added at the trail crossing of the entrance. 8. Commercial driveway entrances should reference City Standard Detail Plate5008. a. DTE Response: The entrances have been revised to show the Standard Detail Plate 5008 Page 1 of 6 and the Standard Detail Plate has been added to the details. 9. On Sheet C201, provide additional dimension between trail edge and propertyline. a. DTE Response: These dimensions have been added to the plans. 10. Note tipped curb and gutter where applicable throughout the parking lot a. DTE Response: The tipped curb & gutter areas have been shown with a dashed line as shown in the legend. 11. Label Tee Box Trail a. DTE Response: Tee Box Trail has been labelled. Grading & Drainage Plans (Sheets C301) 12. Label Tee Box Trail a. DTE Response: Tee Box Trail has been labelled. 13. Even out the proposed western swale to 1 %. a. Currently 1.7% for -60 feet and 0.40% for -300 feet i. DTE Response: This swale has been regraded to be 1 % across the length of the swale. 14. Call out all low points in the roadway and greenspaces a. provide emergency overflow (EOF) elevations for the low points. i. DTE Response: The low point EOF's have been annotated. 15. Provide where the water in the northwest corner of the site drains. a. DTE Response: A flow arrow has been added to show the direction of flow from the northwest corner. This area maintains the existing drainage pattern by discharging to the Interstate right-of-way. 16. Provide grades and flow arrows for drainage throughout the parking lot a. DTE Response: Flow arrows have been added throughout the site. 17. Provide whether storm sewer structures are CB, CBMH, or STMH on grading plan a. Label storm sewer structure inlet elevations i. DTE Response: The storm sewer structures have been labelled and spot elevations have been added at the inlet locations. 18. Storm sewer pipes should be in drainage and utility easements, please verify thatpipes are all within easements. a. DTE Response: Easements will be provided upon approval of the plans to avoid the easements being drawn in the incorrect locations. 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%. i. DTE Response: The swales where we are not able to maintain 2.0% are labelled. These areas are not in critical locations where saturated greenspace would be detrimental to the development. The sandy nature of the underlying soils will also help prevent standing water in the swale areas. b. Drainage arrows on plans showing direction of runoff. Note specifically high points between each side -yard swale. i. DTE Response: Drainage flow arrows have been added to the plans. c. Include percent slope In all other swale locations and verify that it meets theCity requirement of 2%. i. DTE Response: The swales where we are not able to maintain 2.0% are labelled. These areas are not in critical locations where saturated greenspace would be detrimental to the development. The sandy nature of the underlying soils will also help prevent standing water in the swale areas. 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. i. DTE Response: Noted, no response required. Page 2 of 6 4 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. i. DTE Response: Noted, no response required. f. Add rip -rap quantities and class notes at each flared end section andpond overflows (if applicable). i. DTE Response: Riprap quantities and class designation have been added to the erosion control plan. g. Note the size of proposed storm sewer structures. i. DTE Response: The structure diameters have been added to the grading and utility plans. Utility Plans (Sheets C401: 20. Label Tee Box Trail a. DTE Response: Tee Box Trail has been labelled. 21. Describe the sanitary sewer connection to the existing 12" RCP sanitary sewer main in 7th 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). a. DTE Response: The sanitary manhole annotation has been revised per the comment. 22. Describe the connection to the existing 8" DIP watermain stub a. Remove existing 8" plug • DTE Response: The connection annotation has been revised per the comment. b. Coordinate the location of the 8" service valve • DTE Response: The connection annotation has been revised per the comment. 23. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 150' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). c. Verify fire flows to each hydrant i. Consider looping watermain through existing 6" stub or new8" watermain connection for redundancy and improved fire flows • DTE Response: The watermain alignment and hydrant spacing has been revised per the comment and per the revised building connection location. Flow data of the existing hydrants in the area has been tested and will be attached to this comment letter. 24. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. The City engineer will need to reviewand sign the sanitary sewer permit. a. DTE Response: Noted. 25. Eliminate the horizontal bends in the sanitary sewer services. a. DTE Response: The sanitary sewer service alignment has been revised to eliminate the bend in the service. 26. Identify all utility crossings and provide vertical separation table. a. DTE Response: All sewer utility crossings with the proposed watermain have been called out to maintain 18" separation and to provide insulation. 27. Provide proposed sanitary sewer service invert at the building d. Provide lowest floor elevation of the building i. DTE Response: The FFE of the building has been labelled on the plans. e. Verify if proposed depth (-15') is necessary i. DTE Response: The sanitary sewer service depth has been revised to be 8.67' deep at the building 28. Provide and label all storm sewer pipe material and grade a. DTE Response: The storm sewer material and grade has been labelled on the plans. 29. The storm sewer pipe between CB 1 and STMH 3 is -3' from the County Highway39 right Page 3 of 6 4 of way. Provide required approval and permitting from Wright County. a. DTE Response: The plans have been submitted to the County and their comments are listed at the end of this narrative. 30. Add general notes to the utility plans to the effect of: a. The City of Monticello shall not be responsible for any additional costsincurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. • DTE Response: This note has been added to the utility plan. 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 responsiblefor changes or modifications required during construction to meet the City's standards. • DTE Response: This note has been added to the utility plan. c. All watermain and sanitary sewer testing shall be completed in accordance with City standards and specifications. Copies of all test results shall be submittedto the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. • DTE Response: This note has been added to the utility plan. d. Watermain shall have a minimum cover of 8'. • DTE Response: This note has been added to the utility plan. 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 filesto the City for review. • DTE Response: Is this required for the sanitary and storm sewer will be on private property? 31. Conform whether or not a common irrigation system will be used. If so, provide thewater service location. a. DTE Response: Irrigation will be provided from the building. The connection location will be finalized as a part of the irrigation design. 32. With final plat submittal provide the following: a. Separate plan/profile sheets for watermain, sanitary sewer, and storm sewer. • DTE Response: The utility plans have been split to show sanitary sewer and watermain on C401 and storm sewer on C402. 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). • DTE Response: Notes 7 and 10 on the utility plan sheets show this information. 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. • DTE Response: This appears to be a hold over from the Townhome comments. Street Plans (Sheets C403 -C406) 33. Reference the review provided with the twinhome site under separate cover.Similar comments may apply. a. DTE Response: Noted. 34. Review all locations where trails and/or sidewalks connect to roadways, all ofthese locations will require pedestrian curb ramps. a. DTE Response: Noted, pedestrian curb ramps are shown at all connection locations as described in the comment. Traffic & Access 35. The site plan in the Traffic Study does not match that in the PUD Plan submitted. The PUD plan IL Page 4 of 6 4 shows a third access to the multi -family housing very close to the CountryClub Road intersection. The Traffic Study should be updated to be consistent with the proposed plan. If the project is planned to be phased, the year after each phase should be analyzed. Although the City's access spacing guidelines are 500' for this situation, the additional access could be considered should the traffic study indicate that there are no safety or operations issues at the proposed access. a. DTE Response: The consultant that provided the traffic study will revise the traffic study to include the third access referenced in the comment. 36. The capacity analysis worksheets should be provided showing the analysis results including vehicle queuing. a. DTE Response: The consultant that provided the traffic study will submit the capacity analysis worksheet. Erosion Control & SWPPP Plans (Sheets C501 j 37. Reference the review provided with the twinhome site under separatecover for similar comments may apply. a. DTE Response: Noted. Civil Details Plan Sheets (SheetsC601-603J 38. Reference the review provided with the twinhome site under separate cover.Similar comments may apply. a. DTE Response: Stormwater Management & Modelling 39. The sites will share permanent stormwater management. Reference the reviewprovided with the twinhome site under separate cover for related comments. a. DTE Response: Noted. The Stormwater Management Study has been revised to reflect the plan revisions and has been submitted for review. Wetlands & Buffers 40. The applicant has indicated there are no wetlands within the northerly apartment site. Refer to the twinhome site review under separate cover pertaining to commentsrelated to the wetlands on that portion of the site. a. DTE Response: Noted. MnDOT District 3 Comments: 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. a. DTE Response: No response required. 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. a. DTE Response: Noted, the project surveyor has been working with Mn DOT to address the right-of-way line discrepancy and the revisions will be reflected in the final plat. 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. a. DTE Response: Noted, landscaping and berming have been provided to help reduce the noise impacts on the proposed multifamily development. 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. a. DTE Response: The Stormwater Management Study completed for the project shows that Page 5 of 6 4 there is no increase in stormwater runoff discharging into the Interstate 94 right-of-way. 5. 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. a. DTE Response: Noted. Work is not planned within the MnDOT right-of-way. A permit shall be secured if the project scope changes to include work within the right-of-way. Wright County Comments: 1) It is our understanding that no new access is proposed as part of this plat. a. DTE Response: Correct, there is no new access proposed along County Road 39. 2) The traffic study indicated no roadway changes or mitigation needed to accommodate the proposed development. a. DTE Response: Noted. 3) The right of way shown is agreeable to County staff, no additional dedicated right -of- way is required. a. DTE Response: Noted. 4) Any proposed work within the Wright County CSAH 39 right-of-way will require a permit. a. DTE Response: Noted. If you have any further questions or clarifications, please feel free to call me at (320) 227-0203 or email me at MJG@dte-Is.com . Page 6 of 6 4 wsb September 8, 2022 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Headwaters West Prelim Plat and Civil Plans (Twin Home Site) — Engineering Review City Project No. 2022-016 WSB Project No. 020085-000 Dear Mr. Leonard: We have reviewed Headwaters West Preserve Preliminary Plat and Civil Plans dated July 5, 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 review of the apartment site is under separate cover. The plans and engineering documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater management standards. We offer the following comments regarding the engineering and stormwater management standards. Preliminary Plat & General Comments 1. The City Planner will provide comments pertaining to the proposed landscaping, reginal trail easements, and tree preservation plan under separate cover. Note by applicant. 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. Applicant noted plan was submitted and review in -progress by City Fire Marshall. 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 Complete, proposed sewer/water main to be constructed within public right-of-way. 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. 1 ne exisung site ana aemolition plans wiii also neea io 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 71h Street as 12" RCP in various locations. Complete. K:\020085-000\Admin\Docs\2022-08-19 Submittal (Preliminary Plat - Twin Homes Only)\_2022-09-08 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Twin Home Site) — Engineering Review September 8, 2022 6. Remove existing 6" water services and valves at intersection of T ail and 7 l Street as well as at intersection of Tee Box Drive and 71h Street. Complete. 7. Removal of remaining 6" water services on the southwest side of 71h Street along the development shall be made. Property owners are responsible for utility services starting at the main including unused utility stubs. Any leaks in the stubs would be the property owners responsibility to fix. 8. Verify whether the curb on the north side of the roam can oe protected with the watermain connection and service removals at each location, otherwise show as remove and replace. Complete. Civil Site Plans (Sheets C201 -C205) 9. Show the installation of pedestrian ramps at the following locations a. The trail end at the southeast corner of CR 39 and 7th Street. Salvage and reinstall the sign impacted with construction. Complete. b. The trail crossings at the intersection of Tee Box Trail and Tee Box Drive. Complete. c. The trail crossings to the entrances to the development from 7th Street. Complete. d. The trail end in the cul de sac on Tee Box Trail. Complet , sidewalk extended to the north to the 7th Street right of way. 10. Commercial driveway entrances should reference City Standard Detail Plate 5008. Complete. 11. On Sheet C205, provide additional dimension between trail edge and property line. Complete. 12. A bituminous trail may be required along CSAH 39, the City will review in more detail with the apartment submittal Complete, noted by applicant. See separate review of apartment site. 13. Plans currently show using a commercial driveway entrance for the public streets connecting to 7th street. It is recommended that intersection are asphalt or valley gutter installed if drainage requires it. Grading & Drainage Plans (Sheets C301-303) 14. Label street names on all sneets. Complete. 15. Call out all low and high points in the roadway and provide emergency overflow (EOF) elevations for the low point Complete. 16. Shift catch basin castings out of the proposed driveways. Complete. 17. Provide top and bottom of wall elevations for all retaining wall: Complete. 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. Complete. K:\020085-000\Admin\Docs\2022-08-19 Submittal (Preliminary Plat - Twin Homes Only)\_2022-09-08 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Twin Home Site) — Engineering Review September 8, 2022 a. Provide for ownership and maintenance of the wall. Applicant indicated that the wall will be owned and maintained by the Owner's Association. 18. The EOF from Infiltration Basin -3 to the existing wetland is incorrect Complete. 19. Several areas are proposed with slopes greater than 3:1 (see redline Uul1i1nClits). Complete, the applicant stated that these areas are existing grades already greater than 3:1 and the applicant is only proposing to match into them. 20. 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 buildinr and grading arrows/percentages for swales. 21. Storm sewer pipes should be in drainage and utility easements, please verify that pipes are all within easements. Complete. 22. 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%. Complete, the applicant noted that grading has been revised to meet the grading requirements to the maximum extent possible, but swale grades should be noted (See item c.) 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. 5ubgrade 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. 23. There are drivewyas shown that exceed 10.0%, see markups on plan. 24. Review curb grades between CB -1 and CB -2, the curb line should have at least 0.5% slope. This is the minimum curb grade in all locations on the project. Utility Plans (Sheets C401 -C402) 25. De__..._ _ _.._ __...._ary sc..: er connection to the existing 12" RCP sanitary sewer main in 7th 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). Complete. K:\020085-000\Admin\Docs\2022-08-19 Submittal (Preliminary Plat - Twin Homes Only)\_2022-09-08 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Twin Home Site) — Engineering Review September 8, 2022 26. Conform whether or not a common irrigation system will be used. If so, provide the water service location. In -progress, applicant indicated this was still to be determined. 27. uescrjUU ll IC eater connection to existing 8" DIP watermain (e.g. 8" x 8" tee, etc.) 28. 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). In -progress, Fire Marshall shall provide approval of final hydrant locations and spacing. 29. 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. In -progress and noted by applicant; copies of approved permits will be required prior to the start of construction 30. Label existing watermain in 7th Street as 8" DIP. Shift label on Sheet C401. 31. Label existing sanitary sewer main in 7th Street as 12" RCP Shift label on Sheet C401 32. Label or note on the plans: Complete. a. All watermain fittingb/ueiids. 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. 33. 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. Complete. 34. Eliminate the horizontal bends in the sanitary sewer services Complete. 35. Call out minimum watermain cover in Drofile views (8') Complete. 36. Show all utility crossings in profile views. 37. 1 here are potential contlicts 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). Adjust elevations to maintain a minimum of 18" separation at all utility crossings Complete. 38. 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. Manholes are not shown at street centerline in all cases, City staff reviewing and will confirm this is acceptable. 39. Add general notes to the utility plans to the effect of: Complete. a. The City of Monticello shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be completed in accordance with City standards and specifications. Copies of all test results shall be submitted to K:\020085-000\Admin\Docs\2022-08-19 Submittal (Preliminary Plat - Twin Homes Only)\_2022-09-08 Headwaters Prelim Plat & Plans - W SB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Twin Home Site) — Engineering Review September 8, 2022 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. 40. With final plat submittal provide the following Complete. a. Separate plan/profile sheets for watermain, sanitary sewer, and storm sewer. b. 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). c. 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) 41. Provide a typical street section for the development Applicant included City Plate 5002 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. 42. Label street names on all sheets. 43. 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' and the minimum vertical curve length is 90'. 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. 44. Review all locations where trails and/or sia, act to roadways, all of these locations will require pedestrian curb ramps. Complete. Traffic & Access 45. 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. Revised traffic study not submitted. 46. The capacity analysis worksheets should be provided showing the analysis results including vehicle queuing. Revised traffic study not submitted. K:\020085-000\Admin\Docs\2022-08-19 Submittal (Preliminary Plat - Twin Homes Only)\_2022-09-08 Headwaters Prelim Plat & Plans - W SB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Twin Home Site) — Engineering Review September 8, 2022 Erosion Control & SWPPP Plans (Sheets C501-0502; C704) 47. 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. Complete, SWPPP added to the plans set. Applicant noted they will provide complete NPDES permit prior to the start of construction. 48. Revise note 6 to ensure street sweeping no later than 1 calendar day upon discovery. Complete. 49. Add surface water flow directions pre and post construction'. Complete. 50. Add additional inlet protection on 7t" Ave. It should be shown o, �ides of the street should track -out occur onto 7t" Ave. Complete. 51. 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? Complete. 52. What types and quantities of fertilizers will be used with various seed mixes? Complete. 53. What methods will be used for temporary stabilization measures? Types and quantities are required. Complete. 54. A detailed review of erosion/sediment control will be conducted with the final plat submittal. Complete. Civil Details Plan Sheets (Sheets C701-703) 55. Provide details for the proposed stormwater treatment areas. Complete. 56. Provide specific details for each of the control structures proposek . Complete. 57. ^ " '' iew of standard details will be conducted with the final plat and plan submittal. Complete. Stormwater Management & Modelling 58. The development will need to meet the appropriate watershed standards and the applicant shall submit for t1-- _- - '-d permits. Provide final permitting documents and nnnrnvnla frnm 1NntP.rghar' Complete. 59. 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. a. Provide information about pre and post runoff volumes to the onsite wetland to be sure that hydrology will still be maintained to that wetland. 60. 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 K:\020085-000\Admin\Docs\2022-08-19 Submittal (Preliminary Plat - Twin Homes Only)\_2022-09-08 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Twin Home Site) — Engineering Review September 8, 2022 Stormwater Design Manual for alternative credits towards the volume requirement if infiltration is not feasible. Complete. a. The proposed development is showing a new impervious amount of 5.318 acres. Which will require 26,925 CF of abstraction. 293,725*1.1*1/12=26,925 cf i. Infiltration Basin 1 shows a volume reduction of 124,589.69 sf*1.1/12= 11,421 CF ii. Infiltration Basin 2 shows volume reduction of 32,996.29 sf*1.1/12= 3,025 CF iii. Infiltration Basin 3 shows volume reduction of 74,106.97*1.1/12= 6,794 CF iv. The proposed basins are sized to meet the requirements onsite. 61. Credit for volume control can only be taken for impervious that is routed to the BMP's. Although the basins are sized correctly, they do not have the adequate impervious routed to them. Complete. a. Basin 1 treats 201,857 sf of impervious providing 18,502 CF of treatment b. Basin 2 treats 19329.75 sf of impervious providing 2,867 CF of treatment c. Basin 3 treats 78,756 sf of impervious providing 7,219 CF of treatment i. Overall, the basins provide treatment for 16,734.66 CF showing a deficient of 4,500 CF 62. Soil borings show SM silty sands as the topsoil material. These are grouped as soil classification B and would have an infiltration rate of 0.45 in/hr. Provide information on depth of excavation and type of soils in which infiltration will occur Complete. a. Soil borings also show moist to wet soils throughout the poorly graded sand. With the drought like conditions last year there is concern that the saturated soils could be hiaher than what is shown in the borina loa. 63. Provide a NWL for the existing wetland east of the cul de sac adjacent to infiltration basin 3. a. It appears the wetland extends to an elevation of around 929. If this is the case and the infiltration basin 3 bottom elevation is 930 there is concern of saturated soils. The infiltration basin should have 3' of separation from the adjacent wetland to mitigate any long term impacts on the wetland and adjacent hydrology. 64. Soil borings should be taken place within the proposed stormwater BMP's to provide the best information on actual soil types and water level. Provide locations of the borings on the plan sheet to correlate with their locations. It appears that the borings aren't in the actual bmp locations and therefor will not provide reliable information. 65. Storm sewer pipes have mislabeled direction arrows on the pipes. Make sure all flow direction is correct. Complete. 66. Infiltration basin 3 should have a piped outlet to the adjacent wetland. Currently a swale is being provided as the outlet. In order to ensure the HWL and the function of the infiltration basin a piped outlet connection should be shown. 67. 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. K:\020085-000\Admin\Docs\2022-08-19 Submittal (Preliminary Plat - Twin Homes Only)\_2022-09-08 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Twin Home Site) — Engineering Review September 8, 2022 a. Provide calculations for the city storm sewer to show there is additional capacity for the rate increase in drainage area for 7th street West 68. Pretreatmei It, u i u le Tort i i ui pui iva, iui cudya, IIILUI btu INZ�, Ul uta gar 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. Complete. 69. The City requires two feet of freeboard from structure low openings to 100 -year high water levels and EOF's. Complete. a. Clearly label low openings on all adjacent structures. b. Clearly label the EOF for each basin on the grading plan including a stabilized overflow c. 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. d. Emergency Overflows (EOFs) shall be sized with a minimum bottom width of five feet and 4:1 side slopes. 70. Update grading plan of the basins to show the graded EOF. Grades should match the proposed overflow routr Complete. 71. Provide a maintenance all permanent stormwater management best management practices Complete. 72. 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. 73. 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. Complete. 74. 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. Complete. Wetlands & Buffers 75. vvellallu5 were delineated and boundaries appiuveu. Complete. 76. 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. Complete. 77. Buffer monumentation requirements are in the City Code Section 3.7 Subsection D Wetland District. Show proposed buffer monuments on the plan. Complete. 78. Wetland buffer will need to contain 100% perennial native vegetation. Seeding requirements are outlined in City Code Section 3.7 Subsection D Wetland District. Complete. K:\020085-000\Admin\Docs\2022-08-19 Submittal (Preliminary Plat - Twin Homes Only)\_2022-09-08 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx City of Monticello — Headwaters West Preliminary Plat and Civil Plans (Twin Home Site) — Engineering Review September 8, 2022 79. See Comment 57 in the Stormwater Section: Please provide information about pre and post runoff volumes to the onsite wetland to be sure that hydrology will still be maintained to the wetland. Please have the applicant provide a written response addressing the comments above. We would be happy to discuss this review in more detail. Please contact me at 763-287-8532 if you have any questions or if you would like to set up a time to meet. Sincerely, WSB Jim Stremel, P.E. City Engineer K:\020085-000\Admin\Docs\2022-08-19 Submittal (Preliminary Plat - Twin Homes Only)\_2022-09-08 Headwaters Prelim Plat & Plans - WSB Engineering Review.docx wsb September 20, 2022 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Headwaters West Final Stage PUD and Civil Plans (Apt Site) — Engineering Review City Project No. 2022-016 WSB Project No. 020085-000 Dear Mr. Leonard: We have reviewed Headwaters West Preserve Final Stage PUD and Civil Plans dated September 5, 2022 prepared by Design Tree Engineering. The applicant proposes to construct a multi -family building with approximately 102 units in conjunction with the 30 twin home sites (60 total units), both project spanning over the 16.5 acre site located southeast of Golf Course Rd. The review of the twinhome site is under separate cover. The plans and engineering documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater management standards. We offer the following comments regarding the engineering and stormwater management standards. Preliminary Plat & General Comments 1. City staff may provide comments pertaining to the proposed landscaping, sidewalk/trail extensions, tree preservation plan, or other elements under separate cover. Complete, noted by applicant. 2. Provide a turning movement exhibit to show that a fire truck can access all building structures as required by the City Fire Marshall. The Fire Marshall will review and provide comments under separate cover. In -progress, awaiting final notification from Fire Marshall that this has been reviewed and approved. Any public utilities shall be encompassed by drainage and utility easements where located outside of public road right of way. Drainage and utility easements will need to allow for a 1:1 trench from the invert of the utility with a minimum of 20' centered on the utility. In -progress, see comments below: a. For Lot 1 Block 5 provide an easement for drainage and utilities at least six feet wide along each side lot and an easement of 12 feet wide shall be provided along the front and rear of each lot. b. Drainage and utility easements should be placed over the outlots for maintenance of stormwater ponds. c. Drainage and utility easements should be placed over the common lots of Blocks 1-4 to access individual lots. K:A020085-000VAdminADocs\2022-09-08 Submittal (Final Plat - Apartments Only)A_2022-09-20 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.do- City of Monticello — Headwaters West Final Stage PUD and Civil Plans (Apartment Site) — Engineering Review September 20, 2022 Page 2 4. Additional comments were provided directly on the pie plan sheets may not be included with the review letter Complete, no further comments have been provided on the plan sheets. 5. The review for the twinhome site will remain under separate cover. Some elements such as stormwater management may overlap between the two sites. Please be cognizant of this and review both letters relative to the overlapping elements. Complete, noted by applicant. Existing Conditions and Removal Plans (Sheets C101 -C102) 6. Remove the existing sign located in the proposed entranc( Complete. Civil Site Plans (Sheets C201) 7. Show the installation of pedestrian ramps at the trail crossings and the entrance to the development from 7th Street Complete. 8. Commercial driveway entrances should reference City Standard Detail Plate 5008. Complete. 9. On Sheet C201, provide additional dimension between trail edge and property line. Complete. 10. Note tipped curb and gutter where applicable throughout the parking lot Complete. 11. Label Tee Box Trail Complete. Grading & Drainage Plans (Sheets C301) 12. Label I ee box I raii Complete. 13. Even out the proposed western swale to 1 %. a. Currently 1.7% for —60 feet and 0.40% for —300 feet Complete. 14. Call out all low points in the roadway and greenspaces a. provide emergency overflow (EOF) elevations for the low points. Complete. 15. Provide where the water in the northwest corner of the site drains. Complete. 16. Provide grades and flow arrows for drainage throughout the parking lot Complete. 17. Provide whether storm sewer structures are CB, CBMH, or STMH on grading plan a. Label storm sewer structure inlet elevationE Complete. 18. Storm sewer pipes should be in drainage and utility easements, please verify that pipes are all within easements. In -progress, to be provided by applicant upon approval by City staff. 19. With final plans provide the following: a. In general maintain all surface grades within the minimum of 2% and maximum 33% slopes. Vegetated swale grades shall also be a minimum of 2.0%. b. Drainage arrows on plans showing direction of runoff. Note specifically high points between each side -yard swale. K:A020085-000VAdminADocs\2022-09-08 Submittal (Final Plat - Apartments Only)A_2022-09-20 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.do- City of Monticello — Headwaters West Final Stage PUD and Civil Plans (Apartment Site) — Engineering Review September 20, 2022 Page 3 c. Include percent sk ----iirarr^nt of 71' Complete, applicant labeled swales and increased grade to the extent possible and stated they do not believe these areas are detrimental to the development and due to the sandy underlying soils will minimize standing water to a great extent. ---,I C1__ _. aii ILIA. .. ill 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. Complete. 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. Complete. f. Add rip -rap quantities and class notes at each flared end section and pond overflows (if applicable). Complete. g. Note the size of proposed storm sewer structures. Complete. Utility Plans (Sheets C401) 20. Label Tee Box Tram Complete 21. Describe the sanitary sewer connection to the existing 12" RCP sanitary sewer main in 7th 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). Complete. 22. Describe the connection to the existing 8" DIP watermain stub Complete. a. Remove existing 8" plug b. Coordinate the location of the 8" service valve 23. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 150' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). c. Verify fire flows to each hydrant i. Consider looping watermain through existing 6" stub or new 8" watermain connection for redundancy and improved fire flows 24. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. The City engineer will need to review and sign the sanitary sewer permit. In -progress, to be provided by applicant upon approval. 25. Eliminate the horizontal bends in the sanitary sewer services. Complete. 26. Identify all utility crossings and provide vertical separation table. Complete. 27. Provide proposed sanitary sewer service invert at the building d. Provide lowest floor elevation of the building Complete. e. Verify if proposed depth (-15') is necessary Complete. 28. Provide and label all storm sewer pipe material and grade Complete. K:A020085-000VAdminADocs\2022-09-08 Submittal (Final Plat - Apartments Only)A_2022-09-20 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.do- City of Monticello — Headwaters West Final Stage PUD and Civil Plans (Apartment Site) — Engineering Review September 20, 2022 Page 4 29. The storm sewer pipe between CB 1 and STMH 3 is —3' from the County Highway 39 right of way. Provide required approval and permitting from Wright County. In -progress, increased to —9'. To be reviewed and approved by the County. 30. Add general notes to the utility plans to the effect of: a. The City of Monticello shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. Complete. 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. Complete. 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. Complete. d. Watermain shall have a minimum cover of 8'. Complete. e. The City will require televising for sanitary and storm sewer pipe installations prior to accepting F, ' " provide rep, the City for review Complete, the City will not require televising of the private systems. 31. Conform whether or not a common irrigation system will be used. If so, provide the water service location. In -progress, the applicant stated Irrigation will be from the building. Connection location yet to be determined. 32. With final plat submittal provide the following: a. Seaarate plan/profile sheets for watermain, sanitary sewer, and storm sewer. Complete. b. 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). Complete. c. 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. Complete. Street Plans (Sheets C403 -C406) 33. fCCICICIII:C mu— review provided with the twinhome site under separate cover. Similar comments may apply. Complete, noted by applicant. 34. Review all locations where trails and/or sidewalks connect to roadways, all of these locations will require pedestrian curb ramps. Complete. Traffic & Access 35. The site plan in the Traffic Study does not match that in the PUD Plan submitted. The PUD plan shows a third access to the multi -family housing very close to the Country Club K:A020085-000VAdminADocs\2022-09-08 Submittal (Final Plat - Apartments Only)A_2022-09-20 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.do- City of Monticello — Headwaters West Final Stage PUD and Civil Plans (Apartment Site) — Engineering Review September 20, 2022 Page 5 Road intersection. The Traffic Study should be updated to be consistent with the proposed plan. If the project is planned to be phased, the year after each phase should be analyzed. Although the City's access spacing guidelines are 500' for this situation, the additional access could be considered should the traffic study indicate that there are no safety or operations issues at the proposed access. In -progress, awaiting traffic study to be updated with the current entrance configuration. 36. The capacity analysis worksheets should be provided showing the analysis results including vehicle queuing. In -progress, awaiting capacity analysis worksheet. Erosion Control & SWPPP Plans (Sheet C501) 37. Reference the review p site under separate cover for similar comments may apply. Complete, noted by applicant. Civil Details Plan Sheets (Sheets C601-603) 38. Reference the review provided with the twinhome site under separate cover. Similar comments may apps Complete, noted by applicant. Stormwater Management & Modelling 39. The sites will share permanent stormwater management. Reference the review provided _ — _ twinhome site under separate cover for related comment, Complete, noted by applicant. Wetlands & Buffers 40. The applicant has indicated there are no wetlands within the northerly apartment site. Refer to the twinhome site review under separate cover pertaining to comments related to the wetlands on that portion of the site Complete, noted by applicant. Please have the applicant provide a written response addressing the comments above. We would be happy to discuss this review in more detail. Please contact me at 763-287-8532 if you have any questions or if you would like to set up a time to meet. Sincerely, WSB Jim Stremel, P.E. City Engineer K:A020085-000VAdminADocs\2022-09-08 Submittal (Final Plat - Apartments Only)A_2022-09-20 Headwaters Prelim Plat & Plans (Apt Site) - WSB Engineering Review.do- DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) CO UNTR Y CL UB MANOR SECOND ADDITION (PC#2022-016) THIS DEVELOPMENT CONTACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Contract") dated , 2022, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and HEADWATERS DEVELOPMENT, LLC, a Minnesota limited liability company (the "Developer"). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for COUNTRY CLUB MANOR SECOND ADDITION referred to in this agreement as the "Plat" and the "Development") consisting of 16.7 acres. The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). The Developer is proposing to develop the Property into 30 twin home dwelling units (consisting of 60 dwelling units) and is intended to serve as independent senior housing units. As part of the PUD approval, Lot 1, Block 5 of the plat will be developed as multi -family units. A separate 221423v1 Development Contract and Planned Unit Development Agreement is required for Lot 1, Block 5 of plat. The Developer is also requesting City approval to rezone the Property from an R-3 Medium Density Residence District to a PUD, Planned Unit Development District pursuant to Resolution No. PC 2022-19. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the Plat with the County Recorder or Registrar of Titles within 365 days after the City Council approves the final Plat or the execution of this Contract, whichever occurs later. The City hereby grants approval to the Planned Unit Development ("PUD") provided the Development is consistent with the conditions of this Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution 2022-48, and City Resolution PC 2022- 49, adopted by the City Council on April 25th, 2022, and City Resolution 2022 -XX, City Resolution 2022 - XX, and Ordinance for Planned Unit Development No. XX adopted by the City Council on 2022 and subject to the conditions of Exhibit Z in the staff report dated April 5, 2022 and September 26, 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. 2 221423v1 A. Should the Developer convey any lot or lots in the Development to a third parry, 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 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. 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. C. Future phases of development 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. A Development Contract and Planned Unit Development agreement is required to be executed and recorded for Lot 1, Block 5 of the plat prior to development of that lot. 5. PRELIMINARY PLAT STATUS. If the Plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, no outlots, within three (3) yeas after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved Plat unless required by state 3 221423v1 or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan and official controls. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R-2 District in effect at the time the final Plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Development Contract and Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations. (3) R-3 Medium Density Residence District Zoning District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final Plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the Plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan C - Sanitary Sewer and Watermain Plan 4 221423v1 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 — 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 L. Retaining Walls 5 221423v1 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 PUD Zoning District Regulations. 6 221423v1 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 221423v1 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. 221423v1 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 221423v1 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 (2.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $10,307.50 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 (2.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $10,307.50 escrow, which is separate and in addition to any other escrow funds for 10 221423v1 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 escrows 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 $41,230.00 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of 11 221423v1 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 $9,750.00 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 12 221423v1 23. STORM SEWER AREA TRUNK AREA CHARGE. The Development is subject to a storm sewer area charge of $49,082.00.00. 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: 11.5 acres x $4,268.00 per acre (Base Fee/Net Acre) _ $49,082.00 Alternate Fee/Net Acre Not Applicable The total storm sewer area charge for the Development of $49,082.00 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 $95,640.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 60 units x $1,594.00 per unit = $95,640.00 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 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 $70,920.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 60 units x $1,182.00 per unit = $70,920.00 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 13 221423v1 Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 26. PARK DEDICATION. The Parks, Arts and Recreation Commission has recommended that no land dedication be required as part of this Plat since both the MCC and the County Club Park are within the half mile accessibility recommendation of the Comprehensive Plan. Instead, Developer is required to make a cash payment in lieu of land according to the City's schedule. The Developer will construct a 10' bituminous trail along 7th Street edge of the Developer's property. If feasible to construct the pathway to Elm Street within the City right of way, the construction cost for this segment would be a City expense, or added to the park dedication credit. The Developer has provided a cost estimate of $41,500 for the construction of the trail. Based on the City's assessment policy 75% of this cost $31,125.00 shall be credited against their park dedication. The resulting park dedication requirement of $55,698.33 shall be paid as cash -in -lieu in satisfaction of the park dedication requirement. This dedication amount is the full amount due for the plat, including Lot 1, Block 5 of the plat. The Developer shall be assessed or shall pay the park dedication in cash at the time of final Plat approval at developer's option. If assessed, an interest rate of 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 27. LANDSCAPING / TREE PRESERVATION. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and the City approved Landscape Plan. Prior to Plat approval, Developer shall submit a vegetation preservation and protection plan that illustrates proposed trees to be removed, trees to remain, the types and locations of trees, and other vegetation that are to be planted for City review and approval. Developer agrees to abide by the City's comments and recommendations regarding the preservation of significant trees on the Property and will revise its plan, for City approval, to account for 14 221423v1 significant trees and their preservation or replacement requirements, including more extensive landscaping. 28. ACCESS AND STREETS. The Development is to be accessed via two newly created public streets which will intersect with 7th Street West in two locations. The proposed street names, intersection locations, site access and streets are subject to the review, recommendation and approval of the City Engineer. 29. SPECIAL PROVISIONS. The following special provisions shall apply to Plat development: A. Implementation of the recommendations of Resolution Nos. City Resolution 2022- 48, City Resolution PC 2022-49, City Resolution 2022-, City Resolution 2022 -XX, and City Resolution 2022 -XX, including the City Staff recommendation listed in Exhibit Z. B. Implementation of the recommendations in the City Fire Marshal's Letter dated March 28, 2022. C. Implementation of the recommendations listed in the City Engineer's Letter dated March 30, 2022 and September XX, 2022. D. Implementation of the Wright County Highway Engineer's comments regarding County Road 75 and MnDOT's comments regarding Minnesota State Highway 25. E. Pursuant to the Parks, Arts and Recreation Commission's recommendation, the Developer shall construct the required 10 foot bituminous pathway along 7th Street, and sidewalks along internal streets. F. As illustrated on the Plans, a wetland exists on Outlot C, Country Club Manor First Addition. Said wetland is classified as a Type 1 Manage — High Quality wetland and will remain without mitigation or impact. The Developer's Plans must show consistency with the City's required wetland 15 221423v1 buffer distance. The Plans are subject to the City's review, recommendations and approval by the City Engineer. G. 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 an $18,000.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 60 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. H. 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. I. Developer shall assume or pay all taxes, special assessments, including certain deferred special assessments in the amount of $188,295 plus interest, for the construction of 7th Street. The Developer hereby waives all assessment notice and hearing requirements related to this assessment. I The contractor shall install conduit, fiber, and other facilities for the city owned fiber network in the joint trench per city standards. The city will provide plans and details for the installation and the contractor shall submit to the city a cost estimate for approval prior to construction. 16 221423v1 Upon approval and completion, the city will reimburse the contractor for the cost of the installation of the fiber network. 30. 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 $1,310,937.50.00, plus a cash fee of $71,595.00for 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 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 $ 322,000.00 Watermain $ 326,000.00 Storm Sewer/Draintile/Infiltration Basin $ 115,000.00 Internal Streets/Sidewalks/Trails $ 257,750.00 Lighting/Mailboxes/Street Signage $ 10,000.00 Retaining Walls $ NA CONSTRUCTION SUB -TOTAL (ESTIMATED) S 1,030,750.00 Lot Corners/Iron Monuments $ 18,000.00 TOTAL COSTS $1,048,750.00 TOTAL SECURITIES: Total Costs X 125% $1,310,937.50 17 221423v1 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. 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 $245,820.00 for grading and landscaping. The amount of the security was calculated as follows: Grading Landscaping TOTAL $ 35,820.00 $210,000.00 ($ $ 245,820.00 00 x 125%) 31. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final Plat approval: Legal (I%) 221423v1 $ 10,307.50* City Administration and Planning (1%) $ 10,307.50* Engineering and Inspection (7%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) $ 9,750.00 Streets and Utilities Review & Inspection (4%) $ 41,230.00* Total Cash Requirements $ 71,595.00* * Fees reconciled to actual expenses at close of project. 32. 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. 33. 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 19 221423v1 Section 30 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. If the Developer elects to have the charges set forth in this 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. 20 221423v1 F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. If the Developer is dedicating property to the City to satisfy Park Dedication requirements, separate legal descriptions shall be developed for these properties and quitclaim deeds shall be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 34. 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. 35. 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. 21 221423v1 C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this Contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. 22 221423v1 H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the Plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. 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 23 221423v1 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. 36. 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: Headwaters Development, LLC, 7730 Laredo Drive, Unit 446, Chanhassen, Minnesota 55317. 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. 24 221423v1 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 25 221423v1 DEVELOPER: HEADWATERS DEVELOPMENT, LLC Lo STATE OF MINNESOTA ) ( ss. COUNTY OF Its The foregoing instrument was acknowledged before me this day of , 2022, by , the of Headwaters Development, LLC, a Minnesota limited liability company on behalf of the entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 26 221423v1 EXHIBIT "A" Legal description Outlot A, Country Club Manor, according to the recorded plat thereof, Wright County, Minnesota. 27 221423v1 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 28 221423v1 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] 29 221423vl 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. Its STATE OF MINNESOTA ) (Ss. COUNTY OF The foregoing instrument was acknowledged before me this 2022, by , the a Minnesota Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ [print name] [title] day of , of on behalf of the entity. 30 221423vl 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: O Claims Made O 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 31 221423v1 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 32 221423v1 DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) COUNTRY CLUB MANOR SECOND ADDITION LOT], BLOCK 5 THIS DEVELOPMENT CONTACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Contract") dated 12022, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and HEADWATERS DEVELOPMENT, LLC, a Minnesota limited liability company (the "Developer"). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for COUNTRY CLUB MANOR SECOND ADDITION referred to in this agreement as the "Plat" and the "Development") consisting of 16.71 acres. The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). This is the second phase of a two phased development project. The first phase was developed into 30 twin home dwelling units (consisting of 60 dwelling units). Developer is developing Lot 1, Block 5 of the Plat and Property, which is the second phase, into a 102 multi -family age 55 and older units. 2234110 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the Plat with the County Recorder or Registrar of Titles within 365 days after the City Council approves the final Plat or the execution of this Contract, whichever occurs later. The City hereby grants approval to the Planned Unit Development ("PUD") provided the Development is consistent with the conditions of this Contract and the specific City conditions, requirements and PUD flexibility as set forth in City Resolution 2022-48 and City Resolution PC 2022- 49, adopted on April 25th, 2022; City Resolution 2022-71, adopted on June 27, 2022 and City Resolution 2022 -XX, City Resolution 2022 -XX and Ordinance for Planned Unit Development No. XX adopted by the City Council on , 2022 and subject to the conditions of Exhibit Z in the staff report dated June 27th, 2022 and September 26th, 2022. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the Plat has been submitted to the Wright County Recorder's Office/Registrar of Title's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. A. Should the Developer convey any lot or lots in the Development to a third parry, 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 Developer or other lot owners in the Development. Private agreements between the owners of lots within the Development 2 223411v1 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. 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. C. Future phases of development 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, no outlots, within three (3) yeas after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved Plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan and official controls. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of 3 223411v1 the R-2 District in effect at the time the final Plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Development Contract and Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations. (3) R-4 Medium to High Density Residence District Zoning Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final Plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the Plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan C - Sanitary Sewer and Watermain Plan Plan D — Civil Details Plan Plan E — Street and Storm Sewer Plan Plan F — Stormwater Management Plan Plan G — Utility Plan Plan H - Street Lighting Plan 4 223411v1 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 — 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 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 5 223411v1 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 PUD Zoning District Regulations. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 6 223411v1 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. 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 7 223411v1 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. 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 223411v1 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 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. 9 223411v1 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 (2.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $508.52 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 (2.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $508.52 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The fees owed by the Developer to the City under this Section shall be paid from the escrows 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. 10 223411v1 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 $2,034.08 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $5,250.00 escrow, which is separate and in addition to any other escrow funds for 11 223411v1 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, 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 $41,222.34. 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: 4.77 acres x $4,268.00 (Base Fee/Net Acre) _ $20,358.36 Alternate Fee/Net Acre Not Applicable 12 223411v1 The total storm sewer area charge for the Development of $41,222.34shall 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 $162,588.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 102 units x $1,594.00 per unit = $162,588.00 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 $120,564.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 102 units x $1,182.00 per unit = $120,564.00 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. The Parks, Arts and Recreation Commission has recommended that no land dedication be required as part of this Plat since both the MCC and the County Club Park are within the half mile accessibility recommendation of the Comprehensive Plan. Instead, Developer is 13 223411v1 required to make a cash payment in lieu of land according to the City's schedule. The Developer will construct a 10' bituminous trail along 7th Street edge of the Developer's property. If feasible to construct the pathway to Elm Street within the City right of way, the construction cost for this segment would be a City expense, or added to the park dedication credit. The Developer has provided a cost estimate of $41,500 for the construction of the trail. Based on the City's assessment policy 75% of this cost $31,125.00 shall be credited against their park dedication. The resulting park dedication requirement of $55,698.33 shall be paid as cash -in -lieu in satisfaction of the park dedication requirement. This dedication amount is the full amount due for the plat, including Lot 1, Block 5 of the plat. 27. LANDSCAPING / TREE PRESERVATION. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and the City approved PUD Landscape Plan. 28. ACCESS AND STREETS. The Development is to be accessed via two newly created public streets (which will intersect with 7th Street West in two locations. The proposed street names, intersection locations, site access and streets are subject to the review, recommendation and approval of the City Engineer. 29. SPECIAL PROVISIONS. The following special provisions shall apply to Plat development: A. Implementation of the recommendations of City Resolution 2022-48, City Resolution PC 2022-49, City Resolution 2022-71, City Resolution 2022 -XX, and City Resolution 2022 - XX, including the City Staff recommendation listed in Exhibit Z of June 27th, 2022 and September 26th, 2022. B. Implementation of the recommendations in the City Fire Marshal's review C. Implementation of the recommendations listed in the City Engineer's Letter dated June 3, 2022 and September X, 2022. 14 223411v1 D. Developer shall assume or pay all taxes, special assessments, including certain deferred special assessments in the amount of $188,295 plus interest, for the construction of 7th Street. The Developer hereby waives all assessment notice and hearing requirements related to this assessment. E. Developer shall construct the required public sidewalks that connect to the central site circulation as well as the public sidewalk along 7th Street West. F. 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 $300.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: lunits 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. G. 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. 30. 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 15 223411v1 letter of credit from a bank (security) for $63,565.00, plus a cash fee of $8,301.12 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 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 $ .00 Watermain $ .00 Storm Sewer/Draintile/Infiltration Basin $ .00 Internal Streets/Sidewalks/Trails $ 50,052.00 Lighting/Mailboxes/Street Signage $ 500.00 Retaining Walls $ NA CONSTRUCTION SUB -TOTAL (ESTIMATED) $ 50,552.00 Lot Corners/Iron Monuments $ 300.00 TOTAL COSTS $50,852.00 TOTAL SECURITIES: Total Costs X 125% $63,565.00 This breakdown is for historical reference; it is not a restriction on the use of the Security. The bank shall be subject to the approval of the City Administrator. The Security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the Security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the Security is allowed to lapse prior to the end of the required term. If the required public improvements are not 16 223411v1 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. 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 $164,310.00 for grading and landscaping. The amount of the security was calculated as follows: Grading Landscaping TOTAL $14,310.00 $150,000.00 ($ $164,310.00 00 x 125%) 31. 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%) $ 508.52* City Administration and Planning (1%) $ 508.52* Engineering and Inspection (7%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) $ 5,250.00* Streets and Utilities Review & Inspection (4%) $ 2,034.08* Total Cash Requirements $ 8,301.12* * Fees reconciled to actual expenses at close of project. 17 223411v1 32. 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. 33. 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 18 223411v1 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 19 223411v1 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. 34. 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. 35. 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. 20 223411v1 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 21 22341 M one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the Plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. I The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. 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. 22 223411v1 36. 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: Headwaters Development, LLC, 7730 Laredo Drive, Unit 446, Chanhassen, Minnesota 55317. 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. 23 223411v1 CITY OF MONTICELLO (SEAL) n STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2022, by Lloyd Hilgart and by Rachel Leonard, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 24 223411v1 DEVELOPER: HEADWATERS DEVELOPMENT, LLC Lo STATE OF MINNESOTA ) ( ss. COUNTY OF Its The foregoing instrument was acknowledged before me this day of , 2022, by , the of Headwaters Development, LLC, a Minnesota limited liability company on behalf of the entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 25 223411v1 EXHIBIT "A" Legal description Outlot A, Country Club Manor, according to the recorded plat thereof, Wright County, Minnesota. 26 223411v1 EXHIBIT `B" IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank)"• b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. :• Its 27 223411v1 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: () Claims Made () Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES 28 223411v1 Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence -OR- Combined Single Limit Policy Expiration Date: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On MM Authorized Insurance Representative 29 223411v1 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] 30 223411v1 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. [print name] Its [title] STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this 2022, by , the DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ day of of a Minnesota , on behalf of the entity. Notary Public 31 223411v1 Headwaters West - Country Club Manor Second Addition SUMMARY OF EXPENSES/FINANCE PLAN Phase 1 - Twinhomes V5 -912-111.2 The storm sewer trunk fee is charged by the net acre which is Acres or Credits defined as developable property minus pond acreage (at high Total Acres in Development 16.71 gross 11.5 net water level) and wetlands at the delineation line, rounded to the Total Acres in Phase 11.94 gross 11.5 net nearest tenth (1/10th) of an acre." Total Units in Development Park & Pathway Dedication TBD Wetland Buffer Posts to be installed Tree Preservation 0 Single Family $326,000.00 Per assessment policy, developer credit is 75°/u of 41,50C 60 Townhome Grading $3,000 102 Multi -Family 31,125.00 Total Units in Phase 0 Single Family 60 Townhome 86,823.33 Based on land value of $789,303 0 Multi -Family Trunk Area Charges & Park Dedication Acreage Acres or Credits Net Notes Sanitary Sewer Charge Units Wetland Management Assessment Provide engineer's estimate of public improvement cost Park & Pathway Dedication TBD Wetland Buffer Posts to be installed Tree Preservation $326,000.00 Per assessment policy, developer credit is 75°/u of 41,50C Park Dedication Provided Grading $3,000 11.94 31,125.00 Estimated trail construction cost - section to Elm to be confirmed Park Dedication Required (11 %) 86,823.33 Based on land value of $789,303 Total Park Dedication Required 55,698.33 Sum of difference in dedication to trail construction cost Special Assessments Existing Special Assessments Prior special assessments paid via TIF Lift Station NA Paid if applicable Little Mountain Booster Station NA Paid if applicable Street Reconstruction NA Paid if applicable Sanitary Sewer (unit) $1,594 60 $95,640.00 Paid at prevailing rate at time of platting Watermain (unit) $1,182 60 $70,920.00 Paid at prevailing rate at time of platting Storm Sewer Base (net acres) $4,268 11.5 $49,082.00 Paid at prevailing rate at time of platting Storm Sewer Alternate $4,374 11.5 NA Paid at prevailing rate at time of platting Pay at final plat or assessed by lot Total amount to Assess $271,340.33 Per Lot Assessment based on (#) units 60 $4,522.00 City Review & Inspection Escrow Escrows based on public improvement costs City Administration & Planning 1.00% $10,307.50 $2,000 minimum; Actual; cost reconciled at project completion City Legal 1.00% $10,307.50 $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% $9,750.00 $2,000 minimum; Actual; cost reconciled at project completion Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $41,230.00 $2,000 minimum; Actual; cost reconciled at project completion Total City Fees $71,595.00 Public Improvement ConstruM1187Mosts (Used to Calculate City Fees/Escrows/Securities) $210,000.00 Based on estimate of landscaping cost x 125% Prairie Restoration Notes Sanitary Sewer NA Based on estimate of restoration and maintenance cost Wetland Management $322,000.00 Provide engineer's estimate of public improvement cost Watermain TBD Wetland Buffer Posts to be installed Tree Preservation $326,000.00 Provide engineer's estimate of public improvement cost Storm Sewer Grading $3,000 11.94 $115,000.00 Provide engineer's estimate of public improvement cost Roads, Driveways and Sidewalks/Trails $257,750.00 Provide engineer's estimate of public improvement cost Lighting, Street Signage, Mailboxes $10,000.00 Provide engineer's estimate of public improvement cost of calculatina other 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 91 60 $18,000.00 $1.048.750.00 1 $1,310,937.501 90.00%1 $943,875.001 $325,000.00 Not a separate LOC; used to calculate review/inspection escrow Landscaping $210,000.00 Based on estimate of landscaping cost x 125% Prairie Restoration NA Based on estimate of restoration and maintenance cost Wetland Management TBD Wetland Buffer Posts to be installed Tree Preservation NA Provide estimate for tree preservation protection measures Grading $3,000 11.94 $35,820.00 Surety for grading to plan and restoration Headwaters West - Country Club Manor Second Addition Lot 1, Block 5 SUMMARY OF EXPENSES/FINANCE PLAN Phase 1 - Multi -Family v4-9121/22 The storm sewer trunk fee is charged by the net acre which is defined as developable property minus pond acreage (at high Total Acres in Development 16.71 gross net water level) and wetlands at the delineation line, rounded to the Total Acres in Phase 4.77 gross 4.77 net nearest tenth (1/10th) of an acre." Total Units in Development 0 Single Family 60 Townhome 102 Multi -Family Total Units in Phase 0 Single Family 0 Townhome 102 Multi -Family Trunk Area Charges & Park Dedication Acreage Acres or Credits Net Notes harge Units Assessment Park & Pathway Dedication Park Dedication Provided Confirm park dedication allocated with twinhomes Park Dedication Required (11%) Total Park Dedication Required Special Assessments Existing Special Assessments Prior special assessments paid via TIF Lift Station NA Paid if applicable Little Mountain Booster Station NA Paid if applicable Street Reconstruction NA Paid if applicable Sanitary Sewer (unit) $1,594 102 $162,588.00 Paid at prevailing rate at time of platting Watermain (unit) $1,182 102 $120,564.00 Paid at prevailing rate at time of platting Storm Sewer Base (net acres) $4,268 4.77 $20,358.36 Storm Sewer Alternate $4,374 4.77 NA Pay at final plat or assessed by lot Total amount to Assess $303,510.36 Per Lot Assessment based on (#) units 1 $303,510.00 Escrows based on public improvement costs City Adminsitration & Planning 1.00% $508.52 $2,000 minimum; Actual; cost reconciled at project completion Legal 1.00% $508.52 $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% $5,250.00 $2,000 minimum; Actual; cost reconciled at project completion Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $2,034.08 $2,000 minimum; Actual; cost reconciled at project completion Total City Fees $8,301.12 1@1&2yWent Construction Costs (Used to Calculate City Fees/ ecurities) Notes Sanitary Sewer NA Provide engineer's estimate of public improvement cost Watermain NA Provide engineer's estimate of public improvement cost Storm Sewer NA Provide engineer's estimate of public improvement cost Roads, Driveways and Sidewalks/Trails $50,052.00 Provide engineer's estimate of public improvement cost Lighting, Street Signage, Mailboxes $500.00 Provide engineer's estimate of public improvement cost Construction total (for purpose of calculating other fees) Lot Corners/Iron Monuments $300 1 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 Wetland Management Tree Preservation Gradina $3.000 4.77 ),552.00 $300.00 00 90.00%I $45,766.801 $175,000.00 Not a separate LOC; used to calculate review/inspection escrow 50,000.00 Based on estimate of landscaping cost x 125% NA Based on estimate of restoration and maintenance cost NA NA Provide estimate for tree preservation protection measures 14,310.00 Surety provided with twinhome pro v Ofi OJT �s v -Z = IN n April 1, 2022 ' O d� -4*► 7850 Mathew Leonard Monticello City Engineer Wright County 505 Walnut Street, Suite 1 Highway Department Monticello, MN 55362 3600 Braddock Ave NE Buffalo, MN 55313 Phone: (763)682-7383 RE: Plat Review for Country Club Manor First Addition Plat No. 22.03 Email: HwyAdmin@co.wright.mn.us Mr. Leonard, VIRGILDear P.E. y Engineer Highway Engineer Highway 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 CHAD HAUSMANN, P.E. may have additional comments prior to signing the plat and as the project progresses to the Assistant Highway Engr. permitting and construction phase. PATSY WAYTASHEK Highway Accountant 1) It is our understanding that no new access is proposed as part of this plat. NATE HELGESON Maintenance 2) The traffic study indicated no roadway changes or mitigation needed to accommodate Superintendent the proposed development. BRIAN JANS Shop Maintenance 3) The right of way shown is agreeable to County staff, no additional dedicated right-of- Superintendent way is required. JEREMY CARLSON, P.L.S. Right-of-Way Agent 4) Any proposed work within the Wright County CSAH 39 right-of-way will require a SARA BUERMANN, P.E. permit. Traffic Engineer Please contact us at 763-682-7383 if you have any questions or need further clarification. KEVIN JOHNSON Construction Engineer Sincerely, NICK CARLSON Design Engineer Digitally signed by Sara C. Buermann Sara C. Buermann Date: 2022.04.01 13:02:41 -OS 00 , 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 MDEPARTMENT OF 1 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. 5. 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, Digitally signed by Thomas Thomas Cruikshank Cruikshank Date: 2022.04.08 08:36:03 -05'00' Tom Cruikshank Principal Planner ecc: MnDOT District 3 Development Review Committee file An equal opportunity employer City Council Agenda: 9/26/2022 4A. Consideration of approving The Pointes at Cedar Master Plan for Public Park & Open Space Prepared by: Meeting Date: ❑ Consent Agenda Item Community Development Director 9/26/2022 ® Regular Agenda Item Reviewed by: Approved by: Parks & Recreation Director, Finance City Administrator Director, Public Works Director/City Engineer, Community & Economic Development Coordinator Motion to approve the Master Plan for The Pointes at Cedar Public Park & Open Spaces, a component of the Professional Engineering, Park & Open Space and Landscape Architecture Services contract with WSB. PREVIOUS COUNCIL ACTION September 27, 2021: Adoption of The Pointes at Cedar Small Area Plan November 8, 2021: Selection of Consultant and Authorization of Contract for Professional Engineering, Park & Open Space and Landscape Architecture Services June 13, 2022: Approval of an amendment to the Contract for Professional Engineering, Park & Open Space and Landscape Architecture Services REFERENCE AND BACKGROUND As part of The Pointes at Cedar Professional Engineering, Park & Open Space and Landscape Architecture Services contract with WSB, a Master Plan was to be developed to guide the preparation of plans and specifications for construction of the public park and open space improvements in the area. The Master Plan is intended to provide greater detail on the public spaces anchoring the project, including the identification and location of amenities and recreational features. The Master Plan then serves as the foundation for the development of plans and specifications for the public improvements at The Pointes. City Council Agenda: 9/26/2022 The Pointes Master Plan for the park and open spaces evolved from an engagement process which ran from November of 2021 through early summer. A volunteer Compass Committee, including representatives from the Council, Planning Commission, Parks and Recreation Commission (PARC), and community at large, was engaged to provide guidance throughout the Master Plan's development. In addition, numerous in-person and online activities occurred during that time to gather additional input from the larger Monticello community. The resulting Master Plan presented for Council adoption continues to show a central lake feature that is suitable for recreation. The lake is a continuous feature running from north to south through the site and surrounded by a loop pathway system. This continuity is accomplished by the removal of a small section of Dundas Road. Importantly, the Master Plan's design, layout, and selection of public features are reflective of the biome concept that is the guiding design theme for The Pointes' public and private development. The Master Plan's primary deliverable is a map illustrating the features and amenities for the public spaces. The Plan is further supported by a series of representative images and text for the amenities and features to be located within the public spaces. WSB also prepared an estimated cost for the proposed public space amenities. This list of features is a direct result of the interpretation of the Small Area Plan and the public engagement received through the Master Plan process. Based on direction given by the City Council in the prior workshop held on August 26- 2022, WSB prepared an estimate of cost for a first set, or "Baseline", improvements at The Pointes. Additional appendices accompany these core Master Plan components, including an ALTA survey of City -owned property, a Storm Water Pollution Prevention Plan (SWPPP), a geotechnical report, environmental and normal water level memorandum reviews, and a utility relocation plan with relocation estimates. In adopting the Master Plan, the City is taking another step toward accomplishing the vision established by the adopted Small Area Plan. The Master Plan document provides a detailed design plan for the public spaces at The Pointes. These improvements can be accomplished over time but set the tone for the companion private improvements surrounding the public spaces. With the adoption of the Master Plan, the City Council will need to determine a timeline for the first desired set of public improvements at The Pointes. Setting a timeline for the improvements will also allow staff to guide WSB in relationship to the remaining contract deliverables. PARC REVIEW AND RECOMMENDATION The PARC reviewed the Master Plan for recommendation on September 22, 2022. The PARC recommended approval of the plan with the following notes and/or additions: City Council Agenda: 9/26/2022 • Addition of security cameras. • Additional shade trees or manufactured shade structures along the pathways in the Southern Biome. • Consideration of larger trees for shade near the pathways over the entire site. • Look into examples of babbling brook features in Thomas Lawry and Roseville Parks. Budget Impact: To -date, $251,722 of the $904,797 contract with WSB was expended from the Capital Projects Fund. II. Staff Workload Impact: Staff members have been actively engaged in the Master Plan process since it began in November of 2021. An estimated 40-50 hours of staff time have been spent in review and engagement activities. III. Comprehensive Plan Impact: The completion of the implementation steps for The Pointes at Cedar area is consistent with the Monticello 2040 Vision + Plan as identified in the Commercial/Residential Flex District planning. The Pointes at Cedar is also specifically identified as a future Community Park in the Parks chapter of the Plan. Further, the Council identified the development of The Pointes at Cedar as a strategic priority. STAFF RECOMMENDED ACTION City staff recommends approval of the Master Plan for The Pointes at Cedar Public Park & Open Spaces. The Master Plan is reflective of the prior foundation set by the Small Area Plan and has been enhanced by public engagement. It continues to provide opportunity for discovery, a focus on the quality and character of the biome landscapes, urges interaction between the private development areas within The Pointes, and encourages connectivity to the community beyond to foster greater use and enjoyment of The Pointes. The Master Plan also envisions a space that is distinctive from Monticello's other premier parks and public spaces, with its own unique set of amenities. SUPPORTING DATA • The Pointes at Cedar Park and Open Space Master Plan Presentation September 16, 2022 � Monticello IV I vi Ctb .A1,Igenda: Proi•ect background 41Summary of Public Engagement Process Master Plan ,*Recommended Sequence / Priorities •Next Steps � Monticello wsbI 1L_ _ - unni C 0 F-1 inne • 1 % - 7 y L i _7 1NNI- 1 ' II i NI v F t+ r.1 ' J1 ntrC)Cl u ct ion / Background Ir - 1 Z{ _ _ �.�� Y. 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L16L r ' r 1 5 ti i. ti � I• ~ - ` -1 %9 N ti ' L ti - 9L -L 0Nip•� II' 1 _ I 16 ti 1 16; , _ 1 r '%' IN Af ` % I • 1 1 ti ti • ti , ti �LIN r ' I L- I hill i F •__ r• - - L wsbI m mkm ort 1 I � I �J• • 1 1; L NIL i5�= ! • • k N 1 L% i 3 • l •`` k1 ` 1 � ~ L y k 3 k 1 N FUTURE MIXED 111'/ ■+�7�n+` k 1 'mofth, fid Cd ■ Ic Engagement Ove [I/ ec 0 MP SS Committee — 5 Meetings iew: OP op ups and open house — 5 events •2 winter events, 2 spring events and 1 summer open house event eApproxim tely 350 — 400 interactions with community members •Online/Virtual Feedback — 3 Surveys • 1 online feedback opportunity with each segment of pop -up *Ne rly 500 responses events •Informations Takeaway 1 7 J5S,!-b 1po!1 rIiN LLS An al I -M son destination UW=W%WV*" . g-Im rxr kdz:k W%WF. 0 xC H Y (. - ) F � MontjCeffo wsbI r1i MOW ■ ■ Cd Common Themes and Feedback: Desire for interactive water features ,*Interest in the distinctive character of the 0 3 biomes *Flexible spaces to allow for a variety of activities, programming and mixed use r XC H Y (. - ) F � MontICeffo I wsb 5 rvl as t e r an V0 0 ision •A unique destination which comp icello areas in Mont •The invents other public spaceswill act as a foundation for encouraging high-quality private reinvestment in the surround •The publ designed i is spaces with ing investment and area should be intentionally seasons, senses, and •Connected to the surrounding private development and to the beyond are reinforced an i neighborhoods users in just mportant element for use and are by the master plan des ign F I L1 r Ir ak� NO � coir i- � Mont .dNdW ice -110 _ . %%q %L` .9r ,"' j 1 . 1 �.i L or • A L i 1 FA#* WPr N Zr - �L• a-06rur 1 •C-% rf4 &X � � ftp i 1 }'•��• AK OOAVO� 1 •1 1 ' I ' r� IFFY �N-L i� _ y y, " im � ka . r �+ A o •�• ra PO LT, te'& M Ce d BkT ' LrttCFT Ac k 1v i z i e F* VVIS wIsb �16 a Play ue range node vane an E! onnorl la cnaracre ke 4 A ue range uiscovereu vane in E! along la cnaracre ke a J/, 9 an ue range uiscovereu in E! along tnrougno cnaracre the with a vane est itv for r)eor)le un events. of all aces tc in :.are-: As 1. 00 jrjFj" ■r lb -K I 4111.— r _ _ .. ,� �Y 5 �,} r ; yr - • I - +1 y r 4L 1 'r 'ice ; ■ '' 1 •- - _ • `� 4 ti' ` I v , r 4 }_arL 1 +p IL ■ Pi ■ _ - - ■ z h I i i Pr ' I• 14a , - i A. _ 'Lr:_ _ I 11 j1! 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In either case, the spaces are mean L — _jW_* ti.a ti N"I"A I L �. r 01 f, 4 11 +4 r q _ 5 r ti Li IL L {• Fes■ F C ' _Fie, T'tir 1 � _ t • brLmt JPalo •� P I r ■ Publ objei pron L ,rt brings color and can be transformer ?nt display on a pat Brest ampnirneurer is to, pop-up (y public an f �f �~ o node flexibility for progrCol; or can be arranged K >f , go �r I roL L :+ftl r l t 4 r * 4W 4 F * # L• k AL Off I * tr rj i 1 ■ i _ ! :� 1 ,r e lawn spaces can be used for field games or can be transformed into a nities for seasonal outdoor dining. In either case, the spaces are mean L — _jW_* ti.a ti N"I"A I L �. r 01 f, 4 11 +4 r q _ 5 r ti Li IL L {• Fes■ F C ' _Fie, T'tir 1 � _ t • brLmt JPalo •� P I r ■ Publ objei pron L ,rt brings color and can be transformer ?nt display on a pat Brest ampnirneurer is to, pop-up to public an eve tay o node L-A in As 1 pip ■ 1-F+_41 C) ► (j Tiatt ampnirneurer is �ng pop-up varic io r an eve o provide flexibility for progrCol; or can be arranged Urmul is �ng pop-up varic ic n,viAnr%+r i Y. { .. ��ikd ra■ %5 f' � • a Y r 7� 1 t , - I • �� - �[ '1 IY � i �l �i' r* F '�1' fr' -• i r �• 'yF.. A*'. '' F � 7 � �f .1�4 L ��.� � � ,I a+� i "S{' rjlr'• y.� ` w � �,, '4 _yam � - - � � , #� ; f '• � �, F '.ti +• • � r1 - f '*� - ' ' IL WWrl i4- i `• , j, 5 !a • `;' i � { � � P , t '4 : #„ . f ;��`{�' � � r ., yY - ,�...-• rt ' ; ti • � I �k..111 � • r - —+ � 1 I PS VP V ! '�,� ! 7 �^ F yl �'"�. �fl.._ {- . .; r r +r,,S�,• .1 • • # � + •• - e l ~:t.�r � r '� �. I j i ,�ti � � # * � r — - ..�''� � �Y � i ■ f� I! '� F � • � }� v `� f r � e� � f .� ,yam r`- _ k ! f i . ~� • • ' k a *j J 7 77 + f' ' ' : ! • i t A • J /+nT T F ' _ k 4 , r • L. OL 41 r - - V m '+ #i, 3• y a s.� tis a, rj ! • '+.. l' �.Y•• mot o AIR • `� * � + � . {; r=. f I ��+ . 4 A.� � •� ' � � � � �'' i ��f I � ar�F� ��f 4 '�_ i 4 r �;� f �; �i r� : _IL � 7 f I J r_ ' 1' s 'r •, ' ! i '• '�ti_ - f ,� � r, T •„ 1r4 .# - r ' r r _ rr r'y ;{ tiYOP+ 1�y'�• x • wr � * ., '; 'i � !�' 7 L .J # � � , ' i '��,y;•� •; 111 � - ;tel to r riw. ' . ! Y �. j_Y i Y �� ' +a�+.+�. F i, y y. ± '" {� a `�y .x.1 • - �' - ,� } F. - .L rts ; ivvNW Ile «+- L• .. -wr OL l + hh a s � • t � < ■irx7 dy � #�► y ! r * : r + r ; • Jry e ' ■ POP r•' •,dois we, 1 0 we, ao MEOW 1 W F • 1 i Y .-• w '�' 4 X r Y's ' - ~ + }� s `- ��, A }'Y 74 Af. spaces Host pop-up ic n,viAnr%+r ■ - L4 ■ IF L� Fixtures along the sculpture alley gateway. E\ o the landscane for a sense of discovery or o aKTA10, r. games or can be arranged L� Fixtures along the sculpture alley gateway. E\ o the landscane for a sense of discovery or o aKTA10, r. H LLI cc0 Ca cca a qI I&Tkk ra iT:401 T 0 Irw Irmoll . Ah 0 Ah L 2 ■ r } �. j _ s �' 7 it Ly ir 1 S 1 - L - .4P im aruare-LL ror Teatures ur senses. ties lievidual for proposec nla run elemer are site ror Teatures ur senses. ties ., for proposec p run elemer yroundj'f aa.s_ g (sical W ' NOW i mom MLMEMW SINTAI•.: M.N� =irf , •r, C , ,�11 •!' • :k +! � 9 ,`ate:. .. .yyyy�. ,sa'4;-1°' '�.-' '� � �' may. � r n1. p !: �! � - � -�'• �1 W3_~ a 3 t ~ TV _ ' •SAL •l�� - � 4 _ •c :. .1' k ,d !� .� • - }�4 W1Wr " tali";• :� � ter. �+ �:.: - 'f �i Y �. �J`'4 _ .f..• S Lr��..:: .._Lti., r�'ti•. nm ACFj n� ti r V w _ Ui Uj1 Dpportunities to pound, and some enhances the nal :eracr w i -L n a i vre re ill provide opporti al landscape. Ligh types site ror Teatures ur senses. ties ., for are p run elemer yroundj'f g (sical 0 a 0 Am F"Amm.L .Almmlllrot AL:4 FI%I he'", s # " 4 * • ■ 66 ja 80 * + w _ 4 i 0. # 4004 # r ', 111! •i"' 1" • r` -/y # ti {F •,+ r-� Ifr F ' t. .T 1 ■ qj VP .fir r• ' I # F • 4 �,�.�' rl � Ile rt�� y' � � ` .ems r + .� � ,■Yr 441 or t''�"r ( rW _ � �;� •y - `�,, �_ ?. r';. `yam .;rte _ r� k 1� ,�+ 1 � � , f Y �■1 �. _T P IT7 , - - i y - .ate -� tv �r r5, r } +4. * av yJ. kr If.y �Ij +" S+ �!e■ rt � • � � iii i . t #` � : �` 1 }f .�{ � � �I� r I - i.' ,�' � ,� +R'r a. F � • 'i' . � • pe J6 k ', "►�►�-�f !r. f. x _ Y�+4 # ' '1�f_ ti' ,f •� _'fes I' - y�i i i �I. Yr AP 1 _}F - 4' x 1 ' ■ 1�_ ��t. ;' .. + 7` WL.. FFA' 41 '^� T' • Y'+4M •1� r_ �- v, , •.■ i 1iT J .• } LTrIb ' it,41- { i 4 • _i' l `,•* "!I _ . r� �+ ,�_ r `rl� .r 'd sd�r f' - } 1' * ■ _y�% _+r + i J - ;' f ` r, � r -�, .# ry4,�• ��- f* T 1 _! I fF , TF _jr Pr LbL 16L I 1 ate■ _ ■ e, LO ■ NINE NNm }r' ■ li it 1 ater site ror Teatures proviaing senses. ., Ntunity are in- run iocatea" yroundj'f (sical contact. provides ig intere5 A the plaza oppc wit the evening. can be incorporated to b ■ rougnout site ror proviaing senses. ., Ntunity to in- run throw yroundj'f provides ig intere5 the oppc i the ■ ■ ■ E! site ror proviaing senses. ., Ntunity to in- run throw provides the oppc i the evening. ■ Brest ror aii senses. ., Ntunity to run throw • jr _ ` 1 � +�' .rr � J k ■ mL. y viii*"' ' ` •� r F - '' 1 ' a� 1 NL ' �- + - --y: - '` ice• 1{■"'•rrJ•'4 I W6 - ' _ ' Irr ek y� 4 `• +�'_ � ��'� �.if r - - - � ■ L� - it - MOLNEW _ _ 'VmrIP _ '�■+■+ _. +art }� W. r - J.6 ' ��.- � r r �tir' �` •�'�■ it � ��'� .ti �1— - '' r• w _6L Lti+ ' -r •I * + '' ' 1 r1 Albr F • h' -,r s ' ■ a q } `' • + , - • '� r �` + `` •-�• ~*'� � , ' a t r -, z ti r' %L% t 4` i -ARK r , tip• '� -+ '� �-�•'�* T + '� • 1 - '� � E 4' � r r ��: �_�' ` . � .' #�� err + • • -� � +. � �• � �'Y •. + - } ■ y�, ■PP- 10 P _ � - � �� ' � 'u � Tye•' s � Aw 0 AP • T 3 1 Z t - _ z t � � - � •ti t A IN IOrr-N .. 1 r 1 1 IN 91 r 1 �• 14 ; ti _ � r L , r r if' i� y1 1 1 �i • r sq iIt-�, rti • 1 r+ •r ■i' ' —z k. ON •R ' NOW- ' i 1 T ti •• _ �� J 911r L 771 � _ � .1•- �T_ r• ti- L `� � �' Lti ',• _ _ 4 ■ •r _ 1 r 1` •' — ' r+ . }_ T4 rr 1 1 _ R• •4 . • 1 ' ..'r�S' ''. ; •• IN`. Nr ell _ r { . err _ _ 'Ji,� _ '' `. 1- { il�r • r { 1 '� r. -• r OVA, _JIII ••'�i 1 'f - r L - J r iNI '•• _ •rr r} 1% .■y If-�1 1 .r.e kr. T ' r} ' '• �Ir .iti•1 i r•' I�pr1 • • - , J r L ' 4% F6 j • - . • - • - . 1 • • - . • - • - • • • - • - Cd Sketches and k 7� Des Seasonal activities can take place on the lake from pond hockey, ice skating, and summer around on a summer evening. There will be opportunities for activities and gathering duri Qopul.US 1�oosE b\� ooslfi re Q� Fir 1ao&Zs lNuv- L..t aW� � t�w►� • �61adt.'6wr FiShtx' • N.� Site detail s and furnishings w lighting features can be used ■ n mages 4- S_ 0 r1 f f x 5+ �J i C'IIY � Mon .dodO — ticeffo PW PPPFP _ _. -f �� • _•fir kayak and paddleboat rentals. Plazas with fire tables can be used to warm up during the winter or sit ng all seasons. f ■Ifs. � .. - f Y y l - � L �F ro I� 1. J r1 .a r , 1 1 dr r 96 ill be customized to make the space unique. Wildlife and native foliage can be stamped into the pavement at key areas to reflect the biome character. Unique throughout to transition spaces from day to evening use. Historic elements can be referenced making The Pointes custom to Monticello. 10 IP 1W I — Cd N Sketches and I- { hk, r }. The skate park brings a destination to the site that helps enhance t Des ■ n mages C'IIY � Monticello he overall goal of reaching all ages. Site amenities such as seating and landscape will enhance and soften the space. The babbling brook will be a recirculating system of the lake to make it appear that t help enhance the northern biome. A timber bridge will span over the water feature t r fE At - - r he smaller pond at the north of the site flows into the lake. Materials used such as stone and plantings will o provide a point of interest. a ��x'Y Ff4.l_ fir, ;'. ��'�+.y [, '✓. _,' - he overall goal of reaching all ages. Site amenities such as seating and landscape will enhance and soften the space. The babbling brook will be a recirculating system of the lake to make it appear that t help enhance the northern biome. A timber bridge will span over the water feature t r fE At - - r he smaller pond at the north of the site flows into the lake. Materials used such as stone and plantings will o provide a point of interest. Cd Sketches and I es n - -rr 4 ■ , 1 7 i� r -"1 ■ 1 r� J, ■ Y •1 Z ` J IL Ir L 4 ■ 1 =- r �`r�'/i � /, :' _ ~ •1•� Ik • _ i91, 7 1 mages XC H Y (. - ) F � MontlCeffo ws b I Various styles and sizes of bridges and overlooks provide the opportunity forfuncti'on and accessibility to the water. Large groups or events could be hosted on larger plazas and overlooks on the water edge. Piers could provide a place forfishing or sitting and enjoying the view. Bridges can be a point of interest and a way to cross to various destinations. Walkways range in size and materials. Main 15' wide concrete walkway congestion. Areas of boardwalk provide a sense of exploration through the site. i. 3:41 r M loop will accommodate walkers, runners, and users of wheelchairs or electric carts to experience the site while reducing low areas. Narrower aggregate trails provide a more intimate experience to discover the various biomes and landscape on at NORTH BIOME � POPULUS � 1. 2. 3. 4. 5. 6. 7. ENTRY MONUMENT/PLAZA GATEWAY & INFORMATIONAL KIOSK NATURE TRAIL "THE CLEARING"' OVERL BABBLING CREEK WITH SECONDARY GATEWAY LAKESIDE TRAIL CENTRAL BIOME I TILIA 8. 9. 10. 11. 12. 13. 14d. 15d. 16. 17. 18-P 19. 20. 21. 22. 23. MURAL ALLEY (COMMERCIAL ENTRY OVERLOOK PIER "BACKYARD GAME" PLAZA THE MIDWAY — MAJOR GATEWAY OOK BRIDGE BRIDGE OVERLOOK PLAZA PADDLEBOAT DOCK SNACK SHACK PLAZA FLEX LAWN / INTERACTIVE WATER FEATURE THE PROMENADE GARDENS — MAJOR GATE SUNSET OVERLOOK TERRACE GREAT EVENT LAWN PICNIC SHELTER AND RESTROOM THE PARK — MAJOR GATEWAY SKATE, PARK 2—STORY PARK PAVILION & LAKE PLAZA MAINTENANCE & STORAGE FACILITY SOUTH BIOME I QUERCUS 24. NATURE TRAIL & BOARDWALK 25. SCULPTURE ALLEY - SECONDARY GATEWAY 26. THE RIBBON — SECONDARY GATEWAY AY IN No C'IIY 41 Monticello �C! mp is Pw Al IM 0 Ctb I Amw'."'m�*_Aooz Fu PF adwo- ago- 40011F, WMIP ANON& lh� 4is % " m . Fl. dout Vi qw_409� 'IMPI MP .wr % y A, bm" AiL.,• % A- I Z r qL 9 9 9� 9 9. % 9., .9c 9,- • 9 L 9 v P I `9 7MWT 9 '4 9 ?. . - 9. 1,40% 'PL 7 '1 } M1L�.. .9 % 9k 9:L- 9� v -, % 94.5 % z�- 4P % 9L % 31 % gh % PRE42. tie .%% . ;- •`w . t J. % 41 % % 94 X" L oi sk. 9 1. % % . . . . . . . . . . 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' --' - - ll� `a 2.Y �' JO•"w'I,� ' - _11- -'� :S7' .'d•.s YIL I.'rSlf Ir' _ - 'i� F 4D C)VV ommittee U P from recent Meet *Shorter walking loop oPark ing Brid g e style ing consistency Workshop, and Compass Staff Inl3ut ,*Inclusion of park shelter, small restroom and interactive water feature U P dated cost estimate with breakdowns for future improvements hex CITY ()r Monticello -- wsb'7 16 %6 ANIF6 k k -1% IL% a %. L% % SUTURE MIXED U E �� % DEVELOPMENT %%%% .1 Y k %-% r + %-% 0 WA Park \ M" a n nteractive water feature Restroom Park Shelter Food Truck Plaza Ichm"mWo UBLiC ART •ESTIk* P41 MT$ ITh(IM ;[QTR QQMS KPd;TRAPMTKM STORAGE GE NK r iY°�y� h 140 �k 4 t k 4 L� CITY ()r Monticello wsb'7 kJIL U1 .k k ryk } ■ ine rn I? roveriients Baseline Development Estimated Cost Range Item Description Low High 1.01 General sitework -removals/Dundas/earthwork & pond liner with necessary stormwater manaauf earthen material w 9 V 000 CY fthtilillill be removed by developers per City agreements] $6,550,000 $7,205,000 1.02 Private Site Utility Reroutes -private utility relocation (estimated private development contribution to b uryXcel along Edmonson has been subtracted) $636,000 $699,600 1.03 Irrigation System - pump station with prefab building, 2 lawn areas, southern mainline with Kifco connections $47511101100 $522,500 1.04 Natural biome seeding restoration $82,250 $90,475 1.05 Turf seeding restoration $12,500 $13,750 1.06 Initial Biome Trees (4" - 12" D13H Spaded) $45,000 $49,500 1.07 Initial Biome Trees (2" -4 ca1.B&B)-avg.10trees/acre S23511101100 $258,500 1.08 Partial improvements at 2 major gateways $30011101100 $330,000 1.09 Biome demonstration gardens at key locations $22511101100 X247,500 1.10 30'Sq. Open Air Pavilion with picnic tables $95,000 X104,500 1.11 17'x25' Pre -fab Concrete restroom bulling w/drinking fountain $3 15,000 X346,500 1.12 Interactive water feature (ground spray - flow through type) $125,000 $137,500 1.13 Plaza pavement adjacent to shelter / restroom building - decorative concrete pavement $94,500 $103,950 1.14 Parking lot with entry drive and lighting (66 stalls) $534,000 $587,400 1.15 City's shared cost for widened walkway through developer land and around northern storm pond $112,500 $123,750 1.16 10' Bituminous Trail $107,250 $117,975 1.17 15'Wide Primary Walking Loop - Reinf. Concrete $1,057,500 $1,163,250 1.18 Site amenities along trails (benches/trash recept., etc.) $92151100 $101,750 1.19 Pathway lighting - with light every 100 ft 1 1 $552.P5001 $607,750 ESTIMATE SUBTOTAL: $11,646,500 $12,811,150 Recommended Contingency 10./0 $1,164,650 $1,281,115 Estimated Professional Design and Indirect Costs, 20%, $2, 329,3001 $2,562,230 ESTIMATED PROJECT TOTAL: 1 $15, 140,4501 $16, 654,495 4p CITY ()r Monticello E;i %%I ti % % a SUTURE MIXED USE DEVELOPMENT .1 - Y k N EV I W --qq� lab - Ah a !; 1 471 1 - ■ ine ons Recommended Baseline 'Add-ons' for Consideration Estimated Cost Range Item Description Low High Z.01 15'wide pedestrian bridge (prefab bowstring truss) $700,000 $770,000 2.02 Three play nodes $150,000 $165,000 2.03 Additional interactive water feature $100,000 $ 110,000 Z.04 Fishing dock (floating type) $85,000 $93,500 Z.05 Pond fountain 1 1 $2510001 $27,500 ESTIMATE SUBTOTAL: $1,060,000 $1,166, 000 Recommended Contingency 10% $106,000 $ 116, 6 0 0 Estimated Professional Design and Indirect Costs, 20%, $21210001 $233,200 ESTIMATED PROJECT TOTAL:0 1 $1,378,0001 $1,515,800 _TQR.A Ll N hex r 4e CITY ()r Monticello E;i 16 %6 ANIF6 k k -1% IL% a %. L% % SUTURE MIXED U E �� % DEVELOPMENT %%%% .1 - Y k + � N. %.. N EW tzt Future rril)roiiernents (1 of 2) Future Development (Good/Great) Estimated Cost Range Item Description Low High 3.01 Site removals/grading $750,000 $900,000 3.02 Utilities (storm/water/san/electrical) $975,000 $1,170,000 3.03 Site Lighting - future Walkway $330,000 $396,000 3.04 Hockey lighting $250,000 $300,000 3.05 boarding docks $125,000 $150,000 3.06 Primary Interactive Water Feature (Snack Shack Plaza) $200,000 $240,000 3.07 Snack Shack w/Public Restroom $750,000 $900,000 3.08 Concrete Stepped Terrace into lake (adjacent to Snack Shack) $145,000 $174,000 3.09 15'wide pedestrian bridge (prefab bowstring truss) $650,000 $780,000 3.10 Shoreline - sheet piling / wall treatments $309,710 $371,652 3.11 Shoreline - Northern Biome Boulders $135,000 $148,500 3.12 Shoreline planting enhancements -Live plugs $273,750 $301,125 3.13 Play Pods / Nodes (1 per Biome) $195,000 $234,000 3.14 Large decorative concrete plazas ("Clearing," "Bridge Overlook" & "Snack Shack") $487,347 $584,816 3.15 Major Gateway Enhancement - Populus $153,767 $184,520 3.16 Major Gateway Enhancement - Tilia ("Midway") $125,637 $150,764 3.17 Major Gateway Enhancement - Tilia ("Promenade") $232,969 $279,563 3.18 Pavilion /Shade Structures $225,000 $270,000 3.19 Signage -Basic Wayfinding & Regulatory $30,000 $36,000 3.20 Site Furnishings (Excluding Gateway Furnishings) $262,500 $315,000 3.21 Signage - Entry Monument $100,000 $120,000 3.22 Signs- Gateway entrances $125,000 $150,000 3.23 Gateway Biome Enhancements- Planting Beds $653,400 $784,080 3.24 Biome Vegetation Treatment - Trees (2" - 4" cal.) $120,000 $144,000 3.25 15'Wide Primary Walking Loop - Reinf. Concrete $641,250 $769,500 3.26 Secondary Pathways - 10'wide concrete walks $809,250 $971,100 3.27 Secondary Pathways - 8` wide aggregate surface $ 74,030 $8 8, 8 3 6 3.28 Natural walls / boulder style to fit Biome $109,250 $131,100 :2 �n c.."�II.-l,..-.,�"+:.....-.-,.,.-�.,+., ole-.".- c.++..,,. nQ. r= +L,,.�:..� c,-.-,.-�.- ��C i -)n 4t�-7n 1 nn i R P ' Ll N i -Lx f 4� 4P CITY ()r Monticello Edi k % FUTURE MIXED US DEVELOPMENT .1 J}I 4f 1 EV Future rnl)rovenients (1 of 2) TOR.A LLlk r ~4 x 4e CITY ()r Monticello E;i 16 %6 ANIF6 k % a FUTURE MIXED USE �k� DEVELOPMENT .1 - Y k i % ,EV a ff A Jr A F 3.29 Small decorative concrete Plazas, Sitting Areas & Gathering Spaces $225,120 $270,144 3.30 Additional Interactive Water Features $375,000 $450,000 3.31 Secondary Gateway - Quercus ("The Ribbon") $2791522 $335,427 3.32 Secondary Gateway - Quercus ("Sculpture ") $209,568 $25 1,482 3.33 Backyard Game Plaza - synthetic lawn/walls/ramps $495,325 $594,r389 3.34 Additional Play Nodes/ Pods $150,000 $180,000 3.35 Babbling Creek Water Feature with timber ped crossing $250,000 $300,000 3.36 2 story park pavilion with adjacent plaza $9,850,000 $11,820,000 3.37 Maintenance & Storage Facility $2,700,000 $3,240,000 3.38 Skate Park - Custom concrete with seating & landscape improvements $450,000 $540,000 3.39 Expanded irrigation system (approx 10 acres) $525,000 $630,000 3.40 formal natural gas fire pit $30,000 $36,000 3.41 Feature lighting (to highlight bridges or sculptures) $200,000 $240,000 3.42 Artistic lighting (cattail lights., fireflies, etc.) - 3 areas $ 100,000 $120,000 3.43 Landscape lighting enhancements - allowance per area -suggest 3 areas per biome $540,000 $648,0001 3.44 artistic shade/trellis features with swinging benches $3 15,000 $37810001 3.45 Pond fountains $5010-00 $60,000 ESTIMATE SUBTOTAL: $25,982,394 $31,137,998 Recommended Contingency 15% $3,897,359 $4,670,700 Estimated Professional Design and Indirect Costs 20% $5.P1961479 $6,227,600 ESTIMATED PROJECT TOTAL: $35,076,232 $42,036,297 TOR.A LLlk r ~4 x 4e CITY ()r Monticello E;i 16 %6 ANIF6 k % a FUTURE MIXED USE �k� DEVELOPMENT .1 - Y k i % ,EV tzt Appendix: Other Deliverables provided to City • ALTA Survey • Geotechnical Report • Private Utility Reroute Summary St aff in addition to Master Plan: • Stormwater Management PlanReport is SWPPP for Interim Gradi Zoning and Bi • ome Maps ng operations � coir c�i- � Monticello I wsb ctb Next steps • September 2022 - City Council Meeting • 2023 -Proceed with final desig • 2024 TBD -Bidding n of Baseline • 2 24 011�iw -225 /TBD C-onstructi0on oversight Improvements � Monticello wsbI 31 THANK YOU 32 City Council Agenda: 9/26/2022 4B. Consideration of adopting Resolution 2022-102 approving the City of Monticello Economic Development Authority special benefit levy of $402,000 and accepting the preliminary EDA 2022 budget of $450,000. Prepared by: Meeting Date: ❑ Consent Agenda Item Finance Director 9/26/2022 ® Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Economic Development Manager ACTION REQUESTED Motion to adopt Resolution 2022-102 approving the City of Monticello Economic Development Authority special benefit levy of $402,000 and accepting the preliminary EDA 2023 budget of $450,000. REFERENCE AND BACKGROUND On August 10, 2022, the EDA adopted its 2023 budget and HRA tax levy. The proposed HRA levy will be the eighth year of the special benefit levy. The HRA levy is limited to 0.0185% of the City's taxable market value, which is currently estimated at $2,173,573,500 for tax collection year 2023. The EDA recommended a levy consistent with the limit of 0.0185%. The proposed 2023 HRA levy is $402,000, an increase of $14,000 (3.6%) over the 2022 levy of $388,000. The City Council must approve or deny the HRA levy. EDA (HRA) Levy $500,000 $400,000 $300,000 $200,000 $100,000 $0 2016 2017 2018 2019 2020 2021 2022 2023 ED) Levy $280,000 $280,000 $323,000 $348,000 $355,000 $366,300 $388,000 $402,000 In addition to approving the special benefit levy, the City Council is asked to accept the EDA's preliminary 2023 budget. The preliminary budget of $450,000 is an increase of $25,000 over the 2022 budget of $425,000. This includes increased personnel costs to better reflect the workload distribution of the Community and Economic Development Coordinator and Administrative Assistant as well as anticipated expenses related to ongoing workplan activities. A (HRA City Council Agenda: 9/26/2022 City staff and the EDA expect several 2022 work plan activities to carry over into 2023, including redevelopment efforts on Block 52, marketing of City/EDA-owned downtown properties, continuation of the Downtown Fagade Improvement Program, and strategic land acquisition to facilitate local development. While the EDA has specific authorities granted by state statute, the City Council retains several options to exercise oversite throughout the year. These include: 1. Filing of annual budget (required) 2. Joint meetings for purchase or sale of property 3. Presentation of annual Economic Development Activities report 4. Work Plan ratification (required) 5. Annual consideration for adoption of levy (required) The levy information must be adopted and provided to Wright County by September 30, 2022. The HRA levy is clearly identified on the tax statements as a separate levy. Final Council adoption of the HRA levy, along with the City's levy, will occur on December 12, 2022. I. Budget Impact: Increases revenue by $14,000 from $388,000 to $402,000. II. Staff Workload Impact: None. III. Comprehensive Plan Impact: None. STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-102 approving the City of Monticello Economic Development Authority special benefit levy of $402,000 and accepting the preliminary EDA 2023 budget of $450,000. SUPPORTING DATA A. Resolution 2022-102 B. Resolution EDA -2022-25 C. Preliminary 2023 EDA Budget CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2022-102 APPROVING A SPECIAL BENEFIT LEVY BY THE CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY WHEREAS, pursuant to Minnesota Statutes, Sections 469.090 to 469.1082, as amended (the "EDA Act"), the City of Monticello, Minnesota (the "City") previously established the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, pursuant to the EDA Act, the Authority is authorized to exercise all powers and duties of a housing and redevelopment authority under the provisions of Minnesota Statutes, Sections 469.001 to 469.047 (the "HRA Act"); and WHEREAS, Section 469.033, subd. 6, of the HRA Act permits the Authority to levy and collect a special benefit tax of up to 0.0185 percent of taxable market value in the City, levied upon all taxable real property within the City, WHEREAS, the special benefit tax levy authorized by Section 469.033, subd. 6 of the HRA Act is separate and distinct from the City's levy and is not subject to levy limits; and WHEREAS, the Authority has adopted a budget for fiscal year 2023 that provides for the levy of a special benefits tax in the amount of 0.0185 percent of taxable market value in the City, to be used for its economic development and redevelopment activities, and has submitted such budget to the City pursuant to Minnesota Statutes, Section 469.033, Subdivision 6; and WHEREAS, the Authority has adopted a resolution approving the levy of a special benefit tax in the amount of 0.0185 percent of taxable market value in the City, subject to approval of such special benefit tax by the City. NOW, THEREFORE, BE IT RESOLVED by the City Council (the "City Council") of the City of Monticello as follows: 1. The City Council of the City hereby accepts the budget submitted by the Authority for the fiscal year 2023. 2. The City Council of the City hereby approves the levy by the Authority of a special benefit tax pursuant to Minnesota Statutes, Section 469.033, Subdivision 6, in an amount not to exceed $402,000 with respect to taxes payable in calendar year 2023. Approved by the City Council of Monticello, Minnesota this 26th day of September 2022. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY RESOLUTION NO. 2022-25 AUTHORIZING THE LEVY OF A SPECIAL BENEFIT TAX PURSUANT TO MINNESOTA STATUTES, SECTION 469.033, SUBDIVISION 6 AND APPROVING A BUDGET FOR FISCAL YEAR 2023 WHEREAS, pursuant to Minnesota Statutes, Sections 469.090 through 469.1081, as amended, the City Council of the City of Monticello, Minnesota (the "City") previously created the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, the Authority is authorized to exercise all powers and duties of a housing and redevelopment authority under the provisions of Minnesota Statutes, Sections 469.001 to 469.047 (the "HRA Act"); and WHEREAS, Section 469.033, subd. 6, of the HRA Act permits the Authority to levy and collect a special benefit tax of up to 0.0185 percent of taxable market value in the City, levied upon all taxable real property within the City, to finance the Authority's economic development and redevelopment activities; and WHEREAS, the special benefit tax levy authorized by Section 469.033, subd. 6 of the HRA Act is separate and distinct from the City's levy and is not subject to the City's levy limits; and WHEREAS, the Authority desires to levy a special benefit tax in the amount of 0.0185 percent of taxable market value in the City; and WHEREAS, the Authority has determined to adopt a budget for fiscal year 2023 that provides for the levy of the special benefit tax in the amount of 0.0185 percent of taxable market value of property in the City, to be used for the Authority's economic development and redevelopment activities. NOW, THEREFORE, Be It Resolved by the Board of Commissioners ("Board") of the City of Monticello Economic Development Authority as follows: 1. The Board hereby approves a budget of $450,000 (excluding TIF district and loan activity) for fiscal year 2023, including the levy of a special benefit tax in an amount not to exceed $402,000, subject to approval of such budget by the City Council prior to September 30, 2022. 2. Staff of the Authority is hereby authorized and directed to file the budget with the City in accordance with Minnesota Statutes, Section 469.033, Subdivision 6, and request that the City Council consider approval of the special benefits tax levy. MN190\101\814298.v1 There is hereby levied a special benefit tax pursuant to Minnesota Statutes, Section 469.033, Subdivision 6, in an amount not to exceed $402,000 with respect to taxes payable in calendar year 2023, contingent upon the approval of the City Council. 4. Staff of the Authority is hereby authorized and directed to take such other actions as are necessary to levy and certify such levy upon approval by the City Council. Approved by the Board of Commissioners of the City of Monticello Economic Development Authority this 10th day of August, 2022. Prel ident Attest: MN190\I01\814298.vl E EDA FUND 2020 2021 2022 2022 2023 % EDA General EDA General ACTUAL ACTUAL BUDGET THRU8/31 BUDGET CHANGE 213-41911-431990 MISC PROFESSIONAL SERVICES $ $ 3,170 $ $ - $ 213-46301-410100 SALARIES, FULL TIME - REG 92,453 89,400 117,707 77,139 130,518 10.889/o 213-46301-410200 SALARIES, FULL TIME - OT 206 6 - 452 213-46301-410300 SALARIES, PART TIME - REG 620 3,230 6,756 3,620 7,125 5.469,. 213-46301-411100 SEVERANCE PAY 631 - 213-46301-411110 SEVERANCE BENEFITS 3,890 (10,621) - 213-46301-412100 PERA CONTRIBUTIONS 6,945 6,641 8,828 5,819 9,789 10.899/o 213-46301-412200 FICA CONTRIBUTIONS 6,791 6,719 9,521 5,945 10,530 10.609/o 213-46301-413100 HEALTH/DENTAL/LIFEINSURAN 16,054 15,648 25,608 12,879 27,924 9.049/o 213-46301-413250 HSA CONTRIBUTIONS 4,292 3,877 - 3,574 213-46301-413300 LIFE INSURANCE CONTRIBUTIONS 126 83 80 213-46301-413400 DISABILITY INS CONTRIBUTIONS 553 513 - 459 213-46301-415100 WORKERS COMP INSURANCE 2,260 3,206 3,715 2,172 3,138 -15.53% 213-46301-421990 GENERAL OPERATING SUPPLIES - 54 200 245 300 50.009/o 213-46301-430300 PROFSRV- ENGINEERING FEE 488 228 10,000 - 10,500 5.0096 213-46301-430400 PROF SRV - LEGAL FEES 17,318 18,028 22,000 14,289 20,000 -9.09910 213-46301-431990 MISC PROFESSIONAL SERVICES 61,121 7,769 31,700 63,300 31,700 0.00910 213-46301-431991 MISC PROFESSIONAL SERVICES - PROPERTY MGMT - - 3,000 - 3,000 0.00910 213-46301-431993 MISC PROFESSIONAL SERVICES - ECON DEV SVCS - 14,651 10,600 64,641 10,900 2.839,o 213-46301-432100 TELEPHONE STIPEND 780 780 780 390 780 0.00% 213-46301-432150 IT SERVICES 2,665 3,002 3,659 1,830 3,467 -5.259,o 213-46301-432200 MAIL & DELIVERY SERVICES 133 119 250 38 275 10.009/o 213-46301-433100 TRAVEL/TRAINING EXPENSE 1,348 1,803 1,800 1,436 11850 2.789/o 213-46301-434990 ADVERTISING 1,149 501 35,000 26,766 37,500 7.149/o 213-46301-435100 LEGAL NOTICE PUBLICATION 106 - 600 203 650 8.339/o 213-46301-436100 INSURANCE - LIABILITY/PROPERTY/VEHICLE 1,224 1,664 1,680 1,668 1,650 -1.799,o 213-46301-437100 PROPERTYTAXES 1,641 13,682 6,000 13,664 -100.00% 213-46301-438100 UTILITIES -GAS/ELECTRICITY 538 1,171 - 3,490 750 213-46301-438200 WATER/SEWER 1,110 11180 937 750 213-46301-440100 REPAIR & MTC - BLDG & SYSTEMS - 3,203 - - 213-46301-440200 REPAIR & MTC - FACILITIES MAINTENANCE - - 6,500 3,250 1,520 -76.62% 213-46301-443300 DUES, MEMBERSHIP & SUBSCRIP 5,796 4,996 9,850 7,991 6,000 -39.09% 213-46301-461500 REDEVELOPMENT ACTIVITIES 14,571 - 108,246 213,648 128,306 18.539/o 213-46301-443990 MISCELLANEOUS OTHER EXP 301,172 331,498 1,000 303,460 1,078 7.809/o 213-46301-451010 LAND - - - 213-46301-472030 OPERATING TRANSFER OUT - 213-46500-430400 PROF SRV - LEGAL FEES 866 - 213-46601-443990 MISCELLANEOUS OTHER EXP 190,000 TOTAL EXPENDITURES $ 735,350 $ 527,696 $ 425,000 $ 833,385 $ 450,000 5.88% City Council Agenda: 9/26/2022 4C. Consideration of adopting Resolution 2022-103 setting the 2023 preliminary tax levy Prepared by: Meeting Date: ❑ Consent Agenda Item Finance Director 9/26/2022 ® Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2022-103 setting the 2023 preliminary tax levy. REFERENCE AND BACKGROUND The City is required to certify a preliminary levy to the County Auditor/Treasurer on or before September 30 each year. The preliminary levy will be used for the Truth -In -Taxation notices sent to property owners in November. The final levy that is adopted in December can be lower but not higher than the preliminary levy. Because a final tax capacity is not yet available from Wright County, staff is only able to estimate the tax capacity using known changes to the taxable market value: new construction (residential $25.7M, commercial $8.6M, apartments $7.2M) and inflation in valuations (residential $191.OM, commercial $18.9M, apartments $20.9M). Also, the taxable market value of the Xcel Nuclear Generating Plant had a preliminary increase of $105M but was reduced $77.1M for a net increase of $28.5M (3.7%) after Xcel contested their valuation and subsequently settled with the Department of Revenue on the adjustment. After multiplying the market value changes by the average rate in each tax class (ranging from 1-2%), the increase in the market value of Xcel translates to an estimated $574,000 increase in tax capacity for the City. Along with new construction and an inflation in property values, the city-wide increase in tax capacity is estimated at an increase of $3.9M (12.4%). Because Xcel's value and other commercial property values increased less than residential properties, residents will see a larger increase in their property taxes than the percentage of increase in the City's tax levy. To help minimize the impact to residential properties, staff developed a conservative draft 2023 budget and is proposing a city levy of $12,050,000, a $697,000 (6.1%) increase from 2022. The EDA levy was approved by the EDA at its meeting on August 10 and is being considered for approval by the Council on the agenda tonight. The 2023 EDA levy of $402,000 levy is $14,000 (3.6%) higher than the prior year for a total combined City and HRA increase of $711,000 (6.1%). The EDA's 2023 request is the approximate maximum amount allowed by statute. The City Council Agenda: 9/26/2022 total combined tax levy history and proposed 2023 preliminary levy are as follows: City & HRA Property Tax Levy $14,000,000 $12,000,000 $10,000,000 $8,000,000 $6,000,000 $4,000,000 $2,000,000 $_ JHM 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 ■ City Tax Levy HRA Levy A history of the city and HRA levies along with the proposed 2022 tax levies is shown below: Fund 2020 Property Taxes 2021 Property Taxes 2022 Property Taxes 2023 Property Taxes % Change $$ Change General Fund $6,788,000 $7,169,000 $7,475,000 $ 8,060,000 7.8% $585,000 MCC - Operating 417,000 485,000 485,000 515,000 6.2% 30,000 Future Bonds - - - - - - Capital 300,013 578,221 1,081,600 1,475,419 36.4% 393,819 2020A GO Bonds - 117,586 123,196 111,690 -9.3% (11,506) 2019A GO Bonds 728,620 714,945 709,446 697,133 -1.7% (12,313) 2018A GO Bonds 472,434 448,077 451,812 444,232 -1.7% (7,580) 2017A GO Bonds 427,367 430,097 427,367 299,532 -29.9% (127,835) 2016A GO Bonds 405,039 406,089 406,929 282,559 -30.6% (124,370) 2015B GO Bonds 198,385 201,115 192,650 164,435 -14.6% (28,215) 2014A GO Judgment Bonds 535,501 513,570 - - 2005A/2011A GO IBF 172,641 - - Total City Levy $10,445,000 $11,063,700 $11,353,000 $12,050,000 6.1% $697,000 HRA Levy 355,000 366,300 388,000 402,000 3.6% 14,000 Total $10,800,000 $11,430,000 $11,741,000 $12,452,000 6.1% $ 711,000 As noted during the city's budget workshops, the 2016A and 2017A debt service funds have a reduced levy in 2023 to reflect the use of prepaid assessments and sufficient tax levies in prior years to avoid the requirement for arbitrage rebates to be paid to the IRS. The 2024 levy for these bonds will need to be raised to ensure adequate resources to make bond payments. The chart on the following page demonstrates the relationship between the tax levy, tax capacity values and tax capacity rates and includes the recommended preliminary levy for 2023. The City tax levy and tax capacity value are plotted using the dollars shown on the left axis while the tax capacity rate is shown as a percentage using the right axis. The three are related as such: Tax Capacity Rate = Tax Levy Tax Capacity Value City Council Agenda: 9/26/2022 Accordingly, the recommended levy would lower the current City tax capacity rate of 36.536% to 34.502%, a 5.6% decrease. However, a $300,000 home would see an estimated increase in taxable market value of $60,000 (20.0%) and a city tax payment increase of $167 or (15.7%). Finally, preliminary estimates of tax capacity and tax capacity rates are subject to receipt of additional information from Wright County, which will occur prior to the adoption of the final levy at the Truth -In -Taxation (TNT) meeting in December. Budget Impact: $12,050,000 in the General Fund, MCC Fund, Capital Projects Fund, and Debt Service Fund. II. Staff Workload Impact: None. III. Comprehensive Plan Impact: None. STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2022-103 setting the 2023 preliminary tax levy. SUPPORTING DATA • Resolution 2022-103 CITY OF MONTICELLO RESOLUTION NO 2022-103 RESOLUTION ADOPTING THE 2023 PRELIMINARY TAX LEVY AND AUTHORIZING CANCELLATION OF CERTAIN DEFERRED TAX LEVIES WHEREAS, the Finance Director has prepared and submitted to the City Council a preliminary budget setting forth therein her estimated needs of the City of Monticello for operations and debt service for the fiscal year commencing January 1, 2023; and WHEREAS, the City Council has reviewed the same and has made such changes therein as appear to be in the best interest of the City of Monticello; and NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF MONTICELLO that there be and hereby is a preliminary levy for the fiscal year commencing January 1, 2023, and the following sums for the respective purposes indicated therein upon the taxable property of the City of Monticello, to wit: BE IT FURTHER RESOLVED, that the Auditor/Treasurer of Wright County is hereby authorized and directed, pursuant to the provisions of Section 475.61, Minnesota Statutes Annotated, to cancel or otherwise amend the levies for said indebtedness heretofore made to be levied in the year 2022 for collection in the year 2023 as follows: Debt Service Levies PRELIMINARY TAX LEVY REVENUE Levy Added (Canceled) General Fund $ 8,060,000 Community Center 515,000 OTHER FUNDS 407,559 Debt Service 1,999,581 Capital Projects 1,475,419 TOTAL TAX LEVY $ 12,050,000 BE IT FURTHER RESOLVED, that the Auditor/Treasurer of Wright County is hereby authorized and directed, pursuant to the provisions of Section 475.61, Minnesota Statutes Annotated, to cancel or otherwise amend the levies for said indebtedness heretofore made to be levied in the year 2022 for collection in the year 2023 as follows: Debt Service Levies Bond Resolution 2022 Levy Levy Added (Canceled) G.O. Bonds, Series 2015B 199,435 164,435 (35,000) G.O. Bonds, Series 2016A 407,559 282,559 (125,000) G.O. Bonds, Series 2017A 239,532 114,532 (125,000) G.O. Bonds, Series 2017A - Abatement 185,000 185,000 - G.O. Bonds, Series 2018A 139,232 114,232 (25,000) G.O. Bonds, Series 2018A - Abatement 330,000 330,000 - G.O. Bonds, Series 2019A 658,133 622,133 (36,000) G.O. Bonds, Series 2019A - Abatement 75,000 75,000 - G.O. Bonds, Series 2020A 1 126,690 1 111,690 (15,000) Total 1 $ 2,360,581 1 $ 1,999,581 $ (361,000) The above resolution was introduced by Councilmember , was duly seconded by Councilmember , with the following voting in favor thereof: The following voting in opposition: The Finance Director is hereby instructed to transmit a certified copy of this resolution to the County Auditor of Wright County, Minnesota. ADOPTED BYthe Monticello City Council this 26th day of September 2022. 141WKS] aLTA IQ019[y:14to] Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk City Council Agenda: 9/26/2022 4D. Consideration of authorizing staff to solicit proposals for professional services for the New Public Works Facility project Prepared by: Meeting Date: ❑ Consent Agenda Item City Engineer/Public Works Director 9/26/2022 ® Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to authorize staff to solicit proposals for professional services for the New Public Works Facility project. PREVIOUS COUNCIL ACTION November 8, 2021: Authorized the purchase of parcels 213100151400 and 213100153100 for a new public works facility. REFERENCE AND BACKGROUND Ensuring the long-term facility needs for the public works department has been a consideration for more than a decade, and City Council identified it as a priority project during the strategic planning session in 2021. The City's current public works facility is located at 909 Golf Course Road. It was originally constructed in 1975, and the most recent addition was added in 1995 for vehicle storage. The facility is showing its age with repair costs and the configuration of the site limits expansion possibilities. A 2007 needs study recommended construction of a new facility at a new 20 -30 - acre location to allow adequate space for future expansion opportunities. In 2019 the assessment was updated to include more recent data and retained the recommendation to build a new facility. In addition, last summer the City completed an assessment confirming the existing facility would require a significant investment in repair and maintenance costs to remain a functional location. Meeting the site size requirements necessitated a site search in the community. Following the most recent review of two locations, one in Otter Creek Industrial Park and the other near the water tower on School Boulevard, the City Council authorized the purchase of approximately 70 -acres with a portion of the property expected to be utilized for a new public works facility. With a location selected, several staff meetings were conducted to solicit feedback about the project. Internal changes to organizational structure as well as an effort to be thoughtful about City Council Agenda: 9/26/2022 how to elicit the greatest value for the city required careful consideration to determine which departments, equipment, and other uses should be in the new facility. The following items are recommended to be included in the project: • Water and Sewer Operations • Street Operations • Shop Operations • Facility Maintenance Operations • Engineering Operations • Parks Arts and Recreation Department Seasonal Storage • Election Location and Storage • Citywide IT Server This request for proposals is for professional services related to architectural and engineering components for construction of a new facility. The selected firm will be asked to review the existing studies and work with staff to ensure design of a facility that will meet the needs of the City. The contract will also include assisting staff in developing a solicitation for a construction manager to assist with design and project delivery of the new facility. The final decision regarding the selection of the firm will be a future consideration for the City Council. I. Budget Impact: The 2022 budget includes $500,000 to be used for this type of preliminary work prior to construction. II. Staff Workload Impact: City staff will be involved throughout this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends proceeding with issuing an RFP for professional services related to the construction of a new public works facility. SUPPORTING DATA • Draft RFP CITY OF Monticello REQUEST FOR PROPOSALS FOR PROFESSIONAL SERVICES FOR A NEW PUBLIC WORKS FACILITY SECTION 1: GENERAL INFORMATION Contract Administration All persons or firms who download this RFP are requested to register their name and email address by sending an email to matt.leonard@ci.monticello.mn.us. Any revisions or corrections to this RFP after it has been advertised will be communicated to those registered RFP holders. Failure to register your contact information is at your own risk. A proposal will not be considered if it fails to include all requested information as detailed in this original RFP and any subsequent modifications. Acceptance of Proposal Contents The contents of this RFP will be included as part of the contractual obligations if a contract ensues. All information in the proposal is subject to disclosure under the provisions of Minnesota Statutes Chapter 13 — Minnesota Government Data Practices Act. Project Overview The City of Monticello intends to retain a firm to complete all architectural design and engineering services necessary to have complete construction drawings and specification documents, which will be used for construction of a new Public Works Facility. The City seeks to employ a team with experience in this type of facilities and a successful history of collaborating on the same or similar type of projects. Feasibility studies were completed in 2007 and 2019, and property was acquired in 2021 for the construction of a new facility. Since the most recent feasibility study, the City completed an internal reorganization, creating a new Parks and Recreation Department currently housed out of a separate facility. The impact of this change will need to be considered in the design and adaptability of the new facility. The City will bid separately for a general contractor for the construction services. The construction manager will aid during the design phase of the project as well as be the construction/project manager. Initial studies indicated a new facility should be approximately 100,000 square feet. The building will permanently house the following divisions of public works: 0 Water/Sewer Request for Proposals New Public Works Facility Page 2 of 6 -------------------------- Streets • Shop/Garage • Facilities Maintenance • Engineering In addition, the facility will need to accommodate specific needs of departments not operating out of the building day-to-day, including seasonal storage for parks equipment and capacity for local elections and to accommodate a citywide server location. SECTION 2: OVERALL SCOPE OF SERVICES The services required of the consultant are anticipated to begin in November 2022 with construction starting in 2023/2024 for completion in 2024/2025. The following are general work tasks and deliverables that shall be included in the consultant's scope: 1. Review facilities studies and make recommendations on facility components, size, and location on the intended property which includes PIDs 213100151400, 213100153100, and 155164000040. 2. Assist the City with solicitation and contract development for securing a construction manager for the project. This shall include participation and coordination of project bidding, etc. 3. Based on the accepted schematic design, the consultant shall prepare design development documents consisting of drawings, detailed outline specifications, and other documents required to furnish architectural, structural, mechanical, electrical, materials, furnishings and such other elements required for the construction of a public works facility. The design shall include input from key stakeholders including the City Council, city leadership, public works and parks personnel, etc. as well as tours of other completed facilities to assist with refining the facility scope. The completed plans and specifications must meet all applicable building codes. 4. Analyze opportunities for energy efficiencies in the design process. 5. Assist with providing specifications, coordinating and pricing soft costs (furniture, fixtures, equipment). 6. Complete a plat that could include combining parcels and/or platting outlots, right- of-way dedications, and lead the annexation, environmental and other site design processes required for these parcels. 7. Advise and consult with the city during the construction phase and assist with approving shop drawing, pay estimates, change orders. The consultant shall be a resource for the city in helping ensure the needs of the city are met. 8. The consultant shall coordinate with the construction manager to arrange for and attend regular on-site construction meetings as deemed necessary. Request for Proposals New Public Works Facility -------------------------- Page 3 of 6 SECTION 3: PROPOSALS The proposal shall contain the information summarized below. Additional information is allowable if directly relevant to the proposed project. Proposal Format The submittal should follow the Table of Contents listed below: 1. General Information 2. Project Understanding 3. Project Approach 4. Proposed Project Team and Experience 5. Schedule 6. Additional Information (as deemed necessary by Proposer) 7. Detailed Fee Schedule 8. Insurance Certificate A brief description of each section is included below. 1. General Information General information and a brief history of the consultant's firm. Include similar information on key subconsultants, if any, proposed for the project. 2. Prosect Understanding A summary of the consultant's understanding of the work. 3. Project Approach Provide specific approaches, methods, and assumptions that will be utilized to accomplish the development of this project, including each work phase. 4. Proposed Proiect Team and Experience ■ Identify the key project team members and describe their specific roles on the project. Include key team members from sub -consultant firms if any. ■ Describe relevant experience and provide information on at least three (3) reference projects completed in the last five (5) years. Provide personal references and contact information. ■ Include one-page resumes only for key members of the project team, including field personnel. ■ Include specific descriptions of proposed team members' roles on reference projects. Provide a contact name and information for each of the projects. 5. Schedule A proposed schedule from project initiation to final completion. The schedule should include a listing of key tasks within each phase, key milestones and approximate dates, and deliverables. 6. Additional Information Request for Proposals New Public Works Facility -------------------------- Page 4 of 6 Include any other information that is believed to be pertinent, but not specifically requested elsewhere in this RFP. 7. Detailed Fee Schedule The consultant cost should be separated out as follows: a. Proposed costs for each scope of work for the project as listed in Section 2. b. Hourly rates for all consultant employees who are expected to work on this project. These rates shall be the agreed upon costs for any additional services requested by the city, above what is detailed in the scope of this RFP. c. Reimbursable costs including detail of service or item and applicable charge per unit. d. Not to Exceed cost for the project. 8. Insurance Certificate Indicate ability to provide all necessary insurance certificates. SECTION 4: CONSULTANT SELECTION Proposals will be reviewed and evaluated by a team of city staff using the following criteria: 1. Consulting firm and key project staff experience with similar projects 2. Understanding of technical issues and sound technical/ architectural expertise 3. Proven track record of successfully completing similar projects when a construction manager has been utilized. Successful experience of both the firm itself and the individual team members will be considered 4. Proposed approach to completing the project 5. Proposed consultant cost Following review of the proposals, the City may ask consultants to make a presentation to city representatives, including the City Council. Final selection of a consultant will be made by the Council with a contract negotiated as follows: 1. If, for any reason, a firm is not able to commence the services in that firm's Proposal within 30 days of the award, the City reserves the right to contract with another qualified firm. 2. The City shall not be liable for any expenses incurred by the consultant prior to the signing of a contract including, but not limited to, the Proposal preparation, attendance at interviews, or final contract negotiations. 3. The Proposal must be signed in ink by an official authorized to bind the consultant to its provisions that will be included as part of an eventual contract. The Proposal must include a statement as to the period during which the Proposal remains valid. This period must be at least 90 days from the date of the submittal. Request for Proposals New Public Works Facility Page 5 of 6 -------------------------- 4. The City reserves the right to reject any and all proposals submittals, waive all technicalities, and accept any proposal deemed to be in the city's best interest. 5. Proposers are solely responsible for delivering their proposals to the city before the deadline. Any proposal received after the deadline will not be considered. SECTION 5: CONTRACT TERMS AND CONDITIONS Upon selection of a consultant, an Agreement or Contract for Services, attached to this RFP, shall be entered into by the city and the consultant. It is expected that the contract will provide compensation for actual work completed on a not to exceed basis as well as the following conditions: 1. Deletions of specific itemized work tasks will be at the discretion of the City. Payment or reimbursement shall be made based on tasks that have been satisfactorily completed. Billing that exceeds the not to exceed amount will not be compensated unless a contract amendment has been approved in advance by the city. 2. The city shall retain ownership of all documents, plans, maps, reports, and data prepared under this proposal. The City shall be provided hard copy and digital documents throughout the project. 3. If, for any reason, the consultant is unable to fulfill the obligations under the contract in a timely and proper manner, the City shall reserve the right to terminate the contract by written notice. In this event, the firm shall be entitled to just and equitable compensation for any satisfactory completed work tasks, as determined by the City Engineer. 4. The consultant shall not assign or transfer any interest in the contract without prior written consent of the City. 5. The consultant shall maintain comprehensive general liability insurance in accordance with Section 466.04 of the Minnesota Statutes. 6. The consultant shall defend, indemnify and hold harmless the City of Monticello, its officials, employees and agents, from any and all claims, causes of action, lawsuits, damages, losses or expenses, including attorney fees, arising out of or resulting from the consultant's (including its officials, agents, subconsultants or employees) performance of the duties required under the contract, provided that any such claim, damages, loss or expense is attributable to bodily injury, sickness, diseases or death or injury to or destruction of property including the loss of use resulting therefrom and is caused in whole or in part by any negligent act or omission or willful misconduct of consultant. 7. The consultant contract shall be governed by the laws of the State of Minnesota. Request for Proposals New Public Works Facility -------------------------- Page 6 of 6 8. Project summaries shall be submitted with each invoice during the course of the project. Each summary shall detail the amount billed to date, work items that need to be completed, the estimated costs to complete these tasks and the projected timeline for the completion of the project. Invoices submitted to the City shall include a detailed breakdown of times, personnel, mileage, etc. chargeable for that period. I:11 *4 1 R]►[:'fI<4L9]►10ILIM[QLI_1►14-il1:3if, IIll IIF_1I Any requests for additional information needed for the preparation of the proposal should be directed via email to Matt Leonard at matt.leonard@ci.monticello.mn.us. All questions must be received before 4:30 pm, October 13, 2022. No responses will be provided for questions received after that time. Please provide one electronic (pdf) copy of the proposal for the evaluation process. osals will be accented until 11:30 a.m. on October 20. 2022. Attachments: Additional reference material to be provided to registered applicants.