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City Council Agenda Packet 01-22-2024AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, January 22, 2024 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETINGS 5:00 p.m. Public Works Facility Discussion Mayor: Lloyd Hilgart Council Members: Charlotte Gabler, Tracy Hinz, Lee Martie, 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 January 8, 2023 • Regular Meeting Minutes from January 8, 2023 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Service Announcements/Updates • City Announcements • MCC Announcements F. Council Liaison Updates • Economic Development Authority (EDA) • 1-94 Coalition G. Department Updates • Fibernet (Arvig) Quarterly Update • DMV Update • Hi -Way Liquors Update • Election Update 2. Consent Agenda —All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by 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 2024-07 approving a donation from Steve Johnson of framed historical photos with a value of $75 Consideration of adopting Resolution 2024-08 appointing election judges, including head judges and Absentee Ballot Board judges, for the March 5, 2024 Presidential Nomination Primary F. Consideration of adopting Ordinance 820 adopting the 2024 City of Monticello Official Zoning map and appendix maps G. Consideration of a request for Conditional Use Permit for drive -through services as an accessory use in a B-3, Highway Business District. Applicant: Todd Olin H. Consideration of approving a license agreement between the City of Monticello and Prosperity Avenue LLC (108 Cedar Street) for use of the Cedar Street right of way Consideration of approving a request for extension of final plat approval for Twin Pines First Addition to August 28, 2024 Consideration of approving an agreement with Flaherty & Hood, P.A. for government relations services during the 2024 legislative session K. Consideration of adopting Resolution 2024-09 authorizing submission of a Safe Routes To School (SRTS) grant application for Monticello SRTS sidewalk gaps L. Consideration of adopting Resolution 2024-10 authorizing submission of an Active Transportation grant application for CSAH 39 trail improvements M. Consideration of approving Change Order 1 for the Downtown Roadway & Pedestrian Improvements Project in the amount of $25,838.50 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of adopting Resolution 2024-11 approving plans and specifications and authorizing advertisement for bid for the Broadway Street Roadway and Utility Improvement Project and 7th Street Retaining Wall, Rectangular Rapid Flashing Beacon, and Sidewalk Improvement Project 5. Adjournment MINUTES SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, January 8, 2024 — 5:15 p.m. Academy Room, Monticello Community Center Present: Charlotte Gabler, Lloyd Hilgart, Tracy Hinz, Lee Martie, and Sam Murdoff Absent: None 1. Call to Order Mayor Lloyd Hilgart called the special meeting to order at 5:15 p.m. 2. Block 34 Discussion Staff introduced the purpose of the workshop which was to obtain Council feedback on the potential for re -use of an existing City -owned building on Block 34, and Council perspective on the future redevelopment potential for the block. Staff first provided context for the discussion, reviewing the Monticello 2040 Vision + Plan Goals and 2017 Downtown Small Area Plan (SAP) goals specific to Downtown and Block 34. It was noted that the Downtown Plan cites Block 34 as a specific focus for redevelopment. The block is divided into two -character areas per the SAP, the Pine and Walnut & Cedar Street areas. The SAP calls for commercial uses along Pine and Broadway, and residential opportunity at corner of 3rd and Cedar. Building connectivity to the river and riverfront parks was also noted as an important redevelopment consideration for Block 34. Information on the current configuration and area of publicly owned property on the block was offered. An overview on the potential reuse of the former DMV building was provided to the Council, including possible redevelopment opportunity. The Council indicated a willingness to consider reuse of the building in support of continued redevelopment efforts. City Council was then asked to provide feedback on the type of development desired on Block 34. There was Council consensus that a mix of uses, specifically including office professional and specialty eating and retail, is preferred along the Broadway and Pine frontages. The variety of uses should accommodate both employment during the daytime, as well as shopping and dining for evenings and weekends. Maximizing usable building square footage is desired, with building height preferred at 2-4 stories. The ability to construct single -story buildings with a second -story appearance could be entertained. Medium -density residential at corner of Cedar and 3rd or along Cedar City Council Special Meeting Minutes —January 8, 2024 would be a longer -term preference. The Council indicated that the design of spaces should make the adjacent vehicle corridors less intimidating and scaled for pedestrians, including the addition of green spaces within the block. City Council asked staff to research usability of land if municipal wells on the block are relocated, as well as whether curb extensions are planned for the East Broadway improvement project. It was noted that the City owns a significant amount of property on the block. The Council indicated a willingness to allow the EDA to lead the redevelopment process, with their feedback incorporated at touch points throughout the process. 3. Adjournment By consensus, the meeting was adjourned at 6:20 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes —January 8, 2024 City Administrator REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, January 8, 2024 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Charlotte Gabler, Tracy Hinz, Lee Martie, 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 Martie moved approval of the agenda. Councilmember Murdoff seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from December 11, 2023 • Regular Meeting Minutes from December 11, 2023 Councilmember Hinz moved approval of the minutes. Councilmember Gabler seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Announcements ➢ Haley Foster, Communications & Marketing Specialist, noted the following public announcements: • Volunteer Opportunities • Dog License Renewals Due • Hi -Way Liquors Inventor Day • MLK Day • Indoor Farmers Market • Senior Fitness Open House • FatBikeFest • Deep Freeze Pickleball Tournament F. Council Liaison Updates • Industrial & Economic Development Committee — Council member Hinz provided an update on the meeting held January 2, 2024. New officers were City Council Minutes: January 8, 2024 Page 1 1 4 elected and a new calendar was set for 2024. A new action statement was adopted and updates were received from various organizations. • Planning Commission — Councilmember Gabler gave an update on the meeting held on January 2. There was a joint meeting with the City Council before the regular meeting. New officers were selected at regular meeting. Three public hearings were held. There also was an update on their work plan. G. Department Head Updates • City Clerk Update —Jennifer Schreiber, City Clerk, gave an update of clerk activities from 2023. 2. Consent Agenda: Councilmember Murdoff moved approval of the Consent Agenda. Councilmember Martie seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $698,113.70. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hires for Fire Department, Hi -Way Liquors, Monticello Community Center, and Street Department. Approved the departures for Monticello Community Center. C. Consideration of approving the sale/disposal of surplus city property. Action taken: Approved as presented. D. Consideration of adopting Resolution 2024-01 approving donations of $2,025 from Monticello Riverfest and $1,000 from Headway Marketing for Fire Department general use and a donation of $2,999 from All Elements Roofing for the Fire Department to be used for a thermal imaging camera. Action taken: The resolution accepting donations was adopted. E. Consideration of adopting Resolution 2024-02 accepting a grant from the Central Minnesota Arts Board in the amount of $8,000 for hosting public mosaic art classes and creating seating murals for the downtown area. Action taken: Resolution accepting the grant was approved. F. Consideration of approving a temporary gambling permit for Wright County Pheasants Forever for a raffle to be held at their annual banquet to be held April 6, 2024 at Monticello Community Center. Action taken: Temporary gambling permit was approved. City Council Minutes: January 8, 2024 Page 2 1 4 G. Consideration of approving a temporary gambling permit for Sand Dunes Gobblers Chapter of the National Wild Turkey for a raffle to be held on March 2, 2024 at River City Extreme, 3875 School Boulevard. Action taken: Temporary gambling permit was approved. H. Consideration of approving a temporary gambling permit for a raffle to be conducted by the Monticello Center Court Club on February 20, 2024 at the Monticello High School Fieldhouse, 5225 School Boulevard. Action taken: Temporary gambling permit was approved. Consideration of approving annual appointments and designations for 2024. Action taken: Appointments and designations for 2024 were approved as presented. Consideration of approving an amendment to the agreement with Randi O'Keefe Krier as Animal Control Officer for animal control services and impound facility management to increase annual professional service fee by 5%. Action taken: Agreement was approved. K. Consideration of adopting Resolution 2024-03 accepting improvements and authorizing final payment of $47,519.15 to Knife River Corporation for the 2022 Street and Sidewalk Improvement Project. Action taken: Resolution accepting improvements and authorizing final payment was approved. L. Consideration of adopting Resolution 2024-04 authorizing submission of a Transportation Alternatives (TA) grant application for Monticello Safe Routes to Schools (SRTS) sidewalk gaps and adopting Resolution 2024-05 authorizing maintenance of constructed improvements. Action taken: Resolutions authorizing grant applications for TA Grant and SRTS were adopted. M. Consideration of approving the purchase of a 2024 Ford F550 Super Duty with hoist, contractor's box & steel V plow for $94,056 plus license and registration fees and declaring the 2003 Ford F450 as surplus property. Action taken: Approved the purchase. N. Consideration of renewing membership in the 1-94 West Corridor Coalition for 2024 in the amount of $7,402. Action taken: Membership renewal was approved. 0. Consideration of adopting Resolution 2024-06 approving a grant agreement for the Infrastructure Investment and Jobs Act (IIJA) in connection with the City's Comprehensive Safety Action Plan. Action taken: Resolution approving the grant agreement was adopted. City Council Minutes: January 8, 2024 Page 3 1 4 P. Consideration of allocating Monticello Community Center fund reserves for fire alarm improvement project in the amount of $45,589. Action taken: Approved the allocation of funds. 3. Public Hearings: 4. Regular Agenda: A. Consideration of appointing a ON Council member to Monticello's Parks. Arts & Recreation master planning steering committee (tabled from 12/11/23 meeting) Councilmember Gabler moved to appoint Councilmember Hinz to serve on steering committee, with Councilmember Martie as an alternate. Councilmember Murdoff seconded the motion. Motion carried unanimously. 5. Adiournment: The meeting was adjourned at 7:03 p.m. Recorder: Jennifer Schreiber Attest: City Administrator City Council Minutes: January 8, 2024 Page 4 1 4 City Council Agenda: 1/22/2024 2A. Consideration of approving pavment of bills Prepared by: Meeting Date Finance Director Reviewed by: N/A ACTION REQUESTED 1/22/2024 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to approve the bill and purchase card registers for a total amount of $1,013,525.86. 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. I. 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 Checks by Date - Summary by Check Date User: julie.cheney Printed: 1/17/2024 1:34 PM 'K cirr ar � Monticelo Check No Vendor No Vendor Name Check Date Check Amount ACH 1426 CITY OF MONTICELLO O1/15/2024 3,481.36 ACH 1593 MN DEPT OF REVENUE - ACH O1/15/2024 76,322.00 ACH 2282 MRI SOFTWARE O1/15/2024 92.00 ACH 2405 WELLS FARGO - Monthly Charges/Retun 01/15/2024 18,721.35 ACH 2438 VANCO SERVICES LLC O1/15/2024 110.92 ACH 2811 US BANK CORPORATE PMT SYSTEM O1/15/2024 136,077.52 ACH 3241 LINCOLN FINANCIAL GROUP O1/15/2024 3,188.06 ACH 4263 CAYAN O1/15/2024 1,874.61 ACH 5147 MN PEIP O1/15/2024 54,700.45 ACH 6041 HEALTHEQUITY INC O1/15/2024 192.50 Total for 1/15/2024: 294,760.77 Report Total (10 checks): 294,760.77 The preceding list of bills payable was reviewed and approved for payment. Date:1/22124 Approved by: Mayor Lloyd Hilgart AP Checks by Date - Summary by Check Date (1/17/2024 1:34 PM) Page 1 Accounts Payable Checks by Date - Summary by Check Date User: debbie.gulbrandson Printed: 1/17/2024 5:24 PM 'K cirr ar Montici1o � Check No Vendor No Vendor Name Check Date Check Amount ACH 1006 ABM EQUIPMENT AND SUPPLY LLC O1/23/2024 1,779.17 ACH 1062 BEAUDRY OIL COMPANY O1/23/2024 2,806.15 ACH 1065 BELLBOY CORPORATION O1/23/2024 3,288.31 ACH 1074 BOLTON AND MENK INC O1/23/2024 14,041.50 ACH 1091 CAMPBELL KNUTSON PA O1/23/2024 2,749.50 ACH 1106 CENTRAL MCGOWAN INC O1/23/2024 76.00 ACH 1129 DAHLHEIMER BEVERAGE LLC O1/23/2024 22,999.99 ACH 1153 ECM PUBLISHERS INC O1/23/2024 251.25 ACH 1187 FORCE AMERICA DISTRIBUTING LLC O1/23/2024 6,343.57 ACH 1223 HAWKINS INC O1/23/2024 6,778.31 ACH 1239 NORTH CENTRAL INTERNATIONAL Ll 01/23/2024 3,003.29 ACH 1273 KIWI KAI IMPORTS, INC. 01/23/2024 1,602.67 ACH 1303 M AMUNDSON CIGAR & CANDY CO, I O1/23/2024 1,263.14 ACH 1320 TRICIAHANDORFF O1/23/2024 53.71 ACH 1377 MONTICELLO SENIOR CENTER O1/23/2024 5,625.00 ACH 1411 OLSON & SONS ELECTRIC INC O1/23/2024 1,669.52 ACH 1413 GOPHER STATE ONE CALL INC O1/23/2024 95.85 ACH 1417 OSC OXYGEN SERVICE COMPANY O1/23/2024 52.98 ACH 1518 TDS TELECOM O1/23/2024 340.89 ACH 1550 VEOLIA WATER N AM OPERATING SE] 01/23/2024 70,514.63 ACH 1552 VIKING COCA COLA BOTTLING CO O1/23/2024 267.10 ACH 1561 WATER LABORATORIES INC O1/23/2024 360.00 ACH 1572 THE WINE COMPANY O1/23/2024 501.35 ACH 1577 WRIGHT CO AUDITOR-TREAS - ACH O1/23/2024 260,012.15 ACH 1584 WSB & ASSOCIATES INC O1/23/2024 29,661.76 ACH 1684 VINOCOPIA O1/23/2024 502.38 ACH 1726 MARCO TECHNOLOGIES O1/23/2024 4,120.43 ACH 1801 CANNON RIVER WINERY O1/23/2024 510.00 ACH 2273 FIBERNET MONTICELLO - ACH O1/23/2024 5,786.35 ACH 3829 STEVE LANGANKI O1/23/2024 825.50 ACH 4502 ARVIG O1/23/2024 165.00 ACH 4633 PERFORMANCE FOOD GROUP INC O1/23/2024 1,217.23 ACH 4646 CAPITOL BEVERAGE SALES L.P. 01/23/2024 16,244.39 ACH 4962 RENGEL PRINTING COMPANY, INC O1/23/2024 69.55 ACH 5201 DICK FAMILY, INC. 01/23/2024 938.40 ACH 5211 RANDI O'KEEFE KRIER O1/23/2024 2,271.51 ACH 5426 NOVEL SOLAR TWO LLC O1/23/2024 19,229.59 ACH 5736 MAVERICK WINE LLC O1/23/2024 226.00 ACH 5998 SADIE NIELSEN O1/23/2024 385.00 ACH 6053 JOSH MILLER O1/23/2024 25.00 ACH 6192 LINDSEY NELSON O1/23/2024 50.00 ACH 6272 DANGEROUS MAN BREWING COOMP O1/23/2024 228.00 ACH 6285 NOKOMIS ENERGY LLC O1/23/2024 5,465.69 ACH 6300 NOVEL SOLAR ONE LLC O1/23/2024 4,378.96 ACH 6301 NOVEL SOLAR FIVE LLC O1/23/2024 195.36 ACH 6771 KRISTEN GORDON O1/23/2024 50.00 128044 5660 ABSOLUTE PRINT GRAPHICS O1/23/2024 3,260.94 AP Checks by Date - Summary by Check Date (1/17/2024 5:24 PM) Page 1 Check No Vendor No Vendor Name Check Date Check Amount 128045 2820 CITY OF ALBERTVILLE 01/23/2024 279.16 128046 3491 ARTISAN BEER COMPANY 01/23/2024 471.10 128047 1067 BERNICK'S 01/23/2024 2,289.63 128048 3777 TOWN OF BIG LAKE 01/23/2024 9.00 128049 4328 BREAKTHRU BEVERAGE MN WINE & 01/23/2024 8,024.79 128050 1095 CARLOS CREEK WINERY INC 01/23/2024 306.00 128051 6350 COUNTRY SIDE SERVICES 01/23/2024 10,082.50 128052 6354 DAVEY RESOURCE GROUP INC 01/23/2024 41,722.32 128053 1147 DOUBLE D ELECTRIC INC 01/23/2024 685.44 128054 2561 FERGUSON WATERWORKS 01/23/2024 1,750.00 128055 1662 FLAHERTY'S HAPPY TYME COMPAN-Y 01/23/2024 507.00 128056 1205 GRAINGER INC 01/23/2024 522.16 128057 6353 H2OUTFITTERS MARINE AND SPORT : 01/23/2024 4,900.86 128058 1232 HILLYARD INC MINNEAPOLIS 01/23/2024 1,089.30 128059 4650 JASEN HOGLUND 01/23/2024 80.00 128060 1642 HUSKY SPRING 01/23/2024 643.14 128061 2113 I-94 WEST CORRIDOR COALITION 01/23/2024 7,402.00 128062 5889 INNOVATIVE OFFICE SOLUTIONS LLC 01/23/2024 295.78 128063 1252 INTERNATIONAL CODE COUNCIL INC 01/23/2024 383.00 128064 1263 JOHNSON BROTHERS LIQUOR CO. 01/23/2024 14,050.68 128065 5285 LAWSON PRODUCTS, INC. 01/23/2024 340.44 128066 3671 MIDWAY FORD 01/23/2024 55,177.64 128067 2653 MINNESOTA SECRETARY OF STATE - l 01/23/2024 120.00 128068 1738 MN DEPT OF HEALTH 01/23/2024 11,368.00 128069 3017 THE MN TRANSPORTATION ALLIANC: 01/23/2024 390.00 128070 1370 MONTICELLO DEPUTY REG #002 01/23/2024 5,035.09 128071 UB*01509 NORTH FISH REAL ESTATE 01/23/2024 319.26 128072 1687 NORTHLAND SECURITIES INC 01/23/2024 3,000.00 128073 1427 PHILLIPS WINE & SPIRITS CO 01/23/2024 8,796.43 128074 5431 QUADIENT FINANCE USA INC 01/23/2024 111.10 128075 6349 RENTERS WAREHOUSE 01/23/2024 120.00 128076 6335 LAURARUPRECHT 01/23/2024 1,200.00 128077 3309 SOUTHERN GLAZER'S WINE AND SPII 01/23/2024 9,716.38 128078 1710 ST. CLOUD OVERHEAD DOOR COMPF 01/23/2024 2,834.33 128079 1507 STREICHERS INC 01/23/2024 1,913.12 128080 5443 TNC INDUSTRIES, INC 01/23/2024 13,639.00 128081 4859 TRIO SUPPLY COMPANY 01/23/2024 347.16 128082 1544 US POSTAL SERVICE 01/23/2024 2,098.15 128083 1555 VONCO II LLC 01/23/2024 793.29 128084 1573 WINE MERCHANTS INC 01/23/2024 472.77 128085 5027 ERICA WITZMANN 01/23/2024 1,820.00 128086 1581 WRIGHT CO RECORDER 01/23/2024 46.00 128087 5485 WRIGHT-WAY SEAMLESS, INC. 01/23/2024 1,330.00 Total for 1/23/2024: 718,765.09 Report Total (90 checks): 718,765.09 The preceding list of bills payable was reviewed and approved for payment. Date: 1 /22/2024 Approved by: Mayor Lloyd Hilgart AP Checks by Date - Summary by Check Date (1/17/2024 5:24 PM) Page 2 City Council Agenda: 1/22/2024 2B. Consideration of approving new hires and departures for Citv departments Prepared by: Human Resources Manager Reviewed by: N/A ACTION REQUESTED Meeting Date: 1/22/2024 Approved by: City Administrator ❑x Consent Agenda Item ❑ Regular Agenda Item 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. I. Budget Impact: Positions are generally included in the budget. II. Staff Workload Impact: If new position, there may be some training involved. If terminated position, existing staff will cover hours as needed, until replacement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of new hires and departures as identified on the attached list. SUPPORTING DATA • List of new hires and terminated employees. NEW EMPLOYEES Name Title Department Hire Date Class Ryan Melhouse* Assistant City Engineer Engineering 1/13/2024 FT Tim Braun* Parks Foreman Parks 1/13/2024 FT Brad Reinertson** Building Custodian MCC 1/13/2024 FT Jordan Fisette Ice Rink Attendant Parks 1/18/2024 Seasonal Scott lano Ice Rink Attendant Parks 1/19/2024 Seasonal * Promotion **Transition from part-time to full-time status. TERMINATING EMPLOYEES Name Reason Department Effective Date Class Natalie Cocking Voluntary MCC 8/21/2023 PT Tommy Moores Voluntary Streets 1/5/2024 Seasonal New Hire and Terms City Council 2024: 1/17/2024 City Council Agenda: 1/22/2024 2C. Consideration of approving the sale or disposal of surplus Citv property Prepared by: Meeting Date: ® Consent Agenda Item N/A 1/22/2024 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 1/22/2024 2D. Consideration of adopting Resolution 2024-07 accepting donation from Steve Johnson of two framed historical Citv photos (value of $751 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 1/22/2024 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2024-07 accepting donation of two framed historical city photos with a value of $75 from Steve Johnson. REFERENCE AND BACKGROUND The City received a donation from Steve Johnson of two historical downtown Monticello framed photos. He estimated the value of these photos to be $75. As required by state statute, the City Council needs to accept the donations by resolution. I. Budget Impact: N/A II. Staff Workload Impact: N/A III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend accepting the donation. SUPPORTING DATA • Resolution 2024-07 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2024-07 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/PURPOSE VALUE Steve Johnson Two Historical Framed $75 Photos 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 purpose stated above. Adopted by the City Council of Monticello this 22"d day of January, 2024. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 1/22/2024 2E. Consideration of adopting Resolution 2024-08 appointing election iudges, including head iudges and Absentee Ballot Board, for the March 5, 2024 Presidential Nomination Primary Prepared by: City Clerk Reviewed by: N/A ACTION REQUESTED Meeting Date: 1/22/2024 Approved by: City Administrator ❑x Consent Agenda Item ❑ Regular Agenda Item Motion to adopt resolution appointing election judges, including head judges and Absentee Ballot Board, for the March 5, 2024 Presidential Nomination Primary. REFERENCE AND BACKGROUND Minnesota Statutes Chapter 20413.21 requires cities to appoint election judges serving at elections and on the Absentee Ballot Board. A Head Election judge should also be designated as part of the appointment. The appointment of these judges is contingent upon them completing the necessary training. All election judges serving for the Presidential Nomination Primary (PNP) must have received training in 2022 or attend a new election judge training session. In addition, they must complete the online course for the PNP through the Secretary of State. Several members of City staff will again be assisting with the absentee voting process and are also trained as election judges. We are working on processes to make this as efficient as possible. The recommended Absentee Ballot Board judges are highlighted on the list of judges. I. Budget Impact: Election judge compensation is included in the 2024 budget. Certain expenses for the PNP are being reimbursed by the State of Minnesota. II. Staff Workload Impact: The City Clerk and Administrative Assistant will be involved with elections to a greater degree than other staff. As it gets closer to the Presidential Primary, Primary including some overtime III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends adopting Resolution 2024-08 approving the list of election judges. SUPPORTING DATA • Draft Resolution 2024-08 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2024-08 RESOLUTION ADOPTING ELECTION JUDGES AND APPOINTING ABSENTEE BALLOT BOARD JUDGES FOR THE MARCH 5, 2024 PRESIDENTIAL NOMINATION PRIMARY ELECTION WHEREAS, the City Council of the City of Monticello is required by MS 204B.21, Sec. 2, to officially approve the appointment of election judges and absentee ballot board members; and WHEREAS, the Monticello City Council hereby adopts the judges listed on the attached Exhibit A, hereto attached, as the official judges for the March 5, 2024 Presidential Nomination Primary Election with the understanding that amendments may be necessary to the appointments in order to fill vacancies and meet party requirements. NOW, THEREFORE, BE IT RESOLVED, by the City Council of Monticello that the names listed on Exhibit A, hereto attached, are the official Election Judges, including head judges, and that the names on Exhibit A that are highlighted are the official Absentee Ballot Board members for the City of Monticello for the March 2, 2024 Presidential Primary Election. ADOPTED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO ON THIS 22ND DAY OF JANUARY, 2024. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk ELECTION JUDGES - 2024 Presidential Primary As of January 22, 2024 Absentee Board highlighted) name address Role Lead Judge/Absentee Cindy Anderson Monticello, MN Ballot Board Judge Fred Anderson Monticello, MN Head Judge Election Judge/Absentee Marge Arndt Monticello, MN Ballot Board Judge Head Judge/Absentee John Barthel Monticello, MN Ballot Board Judge Election Judge/Absentee Mary Barthel Monticello, MN Ballot Board Judqe Mike Beck Monticello, MN Election Judge Julie Cheney Staff Election Judge Deanine Christy Monticello, MN Election Judge Jeanne Christy Monticello, MN Election Judqe James Dickrell Monticello, MN Election Judge Jan Doucette Monticello, MN Election Judge Head Judge/Absentee Roseanne Duran Monticello, MN Ballot Board Judge Keri Ericksonn Monticello, MN Election Judge Tracy Erqen Staff Election Judge John Falenschek Monticello, MN Election Judge Robin Feller Clear Lake, MN Election Judqe Bob Ferguson Staff Election Judge Gretchen Frederick Monticello, MN Election Judqe Tom Frederick Monticello, MN Election Judge Carolyn Granqer Staff Election Judqe Election Judge/Absentee Beth Green Staff Ballot Board Judge Sherri Hackenmueller Monticello, MN Election Judqe Tricia Handorff Staff Election Judge Alyssa Hanson Biq Lake Election Judqe Linda Hanson Monticello, MN Election Judge Brenda Harkman Monticello, MN Election Judqe Iris Marie Hoglund Harris Monticello, MN Election Judge Roqer Hedtke Monticello, MN Election Judqe Sue Hedtke Monticello, MN Election Judge Katelyn Hillukka Monticello, MN Election Judqe Elizabeth Honer Monticello, MN Election Judge Lois Hultberq Monticello, MN Election Judqe Lorene Kothenbeutel Monticello, MN Election Judge Wanda Kraemer Clear Lake, MN Election Judqe Betty Lambert Monticello, MN Election Judge Cheryl Latham Monticello, MN Election Judqe name I address I Role I Election Judge/Absentee Vicki Leerhoff Staff Ballot Board Judoe Election Judge/Absentee Liz Linrud Staff Ballot Board Judge Trevor Mack Staff Election Judge Mary Micke Monticello, MN Election Judge Lead Judge/Absentee Danielle Murdoff Monticello, MN Ballot Board Judqe Election Judge/Absentee Ballot Board Judge Election Judqe Election Judqe Election Judge Election Judge/Absentee Ballot Board Judge Kandis Rousselow Staff Cynthia Schmitt Monticello, MN Leo Schroden Biq Lake, MN Barbara Smida Monticello, MN Hayden Stensgard Staff Sandy Suchy Monticello, MN Election Judqe Pat Thielman Monticello, MN Election Judge Sandy Thurber Monticello, MN Election Judqe George Vanderloop Monticello, MN Election Judge Brad Wicklund Monticello, MN Election Judge Head Judge/Absentee Teri Willenbring Monticello, MN Ballot Board Judge City Council Agenda: 1/22/2024 2F. Consideration of adopting Ordinance 820 adopting the 2024 Official Zoning Map and Appendix Maps. Applicant: Citv of Monticello Prepared by: Meeting Date: ® Consent Agenda Item Community & Economic Development 1/22/2024 ❑ Regular Agenda Item Coordinator Reviewed by: Approved by: Community Development Director City Administrator ACTION REQUESTED Planning Commission recommends adoption of the Official Zoning Map and appendix maps. Motion to adopt Ordinance 820 for the adoption of the 2024 City of Monticello Official Zoning Map, including Shoreland/MWSRR/Floodplain Overlay, The Pointes at Cedar District (PCD), and Central Community District (CCD) companion appendix maps, based on the findings in Resolution PC-2024-02. As recommended by the Planning Commission, the City of Monticello 2024 Official Zoning Map and companion appendix maps are proposed for adoption. The Official Zoning Map included for review reflects rezoning actions which occurred since the adoption of the last official map in January 2023. The map for consideration includes one rezoning amendment adopted in 2022 as well as those that were adopted in 2023. They are as follows: • Ordinance No. 781— Haven Ridge 2nd Addition Planned Unit Development • Ordinance No. 799 — Section 19 of said Ordinance removed the "Performance Based Overlay District" from the Monticello Zoning Ordinance in its entirety. • Ordinance No. 803 — Rezoning 108 Thomas Circle (PID: 155038001050) from 1-1, Light Industrial to Industrial & Business Campus (IBC) District • Ordinance No. 816 — Great River Planned Unit Development In recommending adoption of the Official Zoning Map, the Planning Commission recommends adoption of the Shore land/MWSRR/Floodplain Overlay District map, the CCD map, as well as the PCD map. There are no changes to the Shoreland/MWSRR/Floodplain Overlay District map, nor were there any changes to the PCD map in 2023. The CCD will be updated to eliminate the City Council Agenda: 1/22/2024 Performance Based Overlay District from both the areas on the map, as well as the legend, to reflect the adopted language in Ordinance No. 799. Budget Impact: The 2024 Planning & Zoning budget includes funding for the annual update of the Official Zoning map and ordinance publication. Staff Workload Impact: Staff review of the maps and ordinances is estimated to be 6 hours. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan's Implementation Chapter states that "The City will need to update its zoning regulations and zoning map, to achieve consistency with the Comprehensive Plan Vision and Land Use Plan." The Official Zoning Map is intended to reflect the City Council's zoning decisions made over the past year, which are each evaluated with reference to the Comprehensive Plan. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the proposed Official Zoning Map and appendix maps and held a public hearing on the request for adoption during its regular meeting on January 2, 2024. Staff reviewed each of the ordinances for map amendment approved since the adoption of the 2023 map. During their discussion, the Commission inquired whether the rezoning action the Commission considered for the new Public Work site would be shown. Staff noted the rezoning follows the final stage PUD, which has not yet been considered for a final decision by Council. The Planning Commission briefly discussed parcels that remain in the township, which are not yet zoned. No public was present to address the Commission on the zoning map. Following discussion, the Commission recommended adoption of the maps as presented unanimously. STAFF RECOMMENDED ACTION Staff recommends adoption of the 2024 Official Zoning Map and companion appendix maps. The updated Official Zoning Map is reflective of the map amendment actions taken by the City over the prior year. The Shoreland/MWSRR/Floodplain and PCD maps are consistent with prior adoption and the CCD map reflects sub -districts for all areas of the CCD. SUPPORTING DATA A. Ordinance 820, Draft —Adoption of Official Zoning Map and Appendix Maps B. Resolution PC-2024-02 C. 2024 Proposed Official Zoning Map D. 2023 Current Official Zoning Map City Council Agenda: 1/22/2024 E. 2024 Proposed Central Community District Map F. 2023 Current Central Community District Map G. 2024 Pointes at Cedar District Map H. 2024 Shoreland — MWSRR — Floodplain Overlay District Map I. Ordinances for Rezoning, 2022 & 2023 ORDINANCE NO. 820 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING AND ADOPTING THE 2024 OFFICIAL ZONING MAP AND APPENDIX MAPS FOR THE CITY OF MONTICELLO THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. The zoning map amendments attached hereto and incorporated herein as Exhibit "A" are adopted as the Official Zoning Map under Title XV, Chapter 153, Section 153.040 of the Zoning Ordinance for the City of Monticello. Section 2. This Ordinance shall take effect and be in full force from and after its passage and publication. Revisions will be made online after adoption by Council. Copies of the complete Zoning Ordinance are available online and at Monticello City Hall upon request. ADOPTED AND APPROVED FOR PUBLICATION BYthe Monticello City Council this 22nd day of January, 2024 CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk VOTING IN FAVOR: VOTING IN OPPOSITION: ORDINANCE NO. 820 EXHIBIT "A" Following are the approved amendments to the Official Zoning Map and its Appendix Maps Ordinance No. 781— Lots 1-26, Block 1; Lots 1-20, Block 2; Lots 1-13, Block 3, Haven Ridge 211 Addition Ordinance No. 799 — Removal of the "Performance Based Overlay District" in its entirety Ordinance No. 803 — Lot 5, Block 1, Thomas Park Ordinance No. 816 — Lot 1, Block 1, Great River 2nd Addition CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-02 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING THAT THE CITY COUNCIL ADOPT AN AMENDMENT TO THE ZONING MAP IN ITS ENTIRETY WHEREAS, the Zoning Map of the City of Monticello requires amendment; and WHEREAS, the proposed map accommodates and furthers the intentions and policies of the Monticello 2040 Vision + Plan Comprehensive Plan; and WHEREAS, the proposed zoning is consistent with the intent of the City's Comprehensive land use plan; and WHEREAS, the Planning Commission of the City of Monticello finds that the proposed zoning map will be consistent with the intent of the proposed zoning districts; and WHEREAS, the Planning Commission has conducted a public hearing on January 2nd, 2024 to review the requests and receive public comment on the zoning map amendment; and WHEREAS, the Planning Commission finds that the proposed zoning map has met the requirements for adoption as found in the zoning ordinance and state law; NOW, THEREFORE, BE /T RESOLVED, by the Planning Commission of the City of Monticello, Minnesota: The Planning Commission recommends that the City Council adopt the zoning map amendment to be identified as Ordinance No. 8XX. ADOPTED this 2nd day of January, 2024 by the Planning Commission of the City of Monticello, Minnesota. ATTEST: MONTICELL PLANNING COMMISSION By: PautK nsor, Chair mmunity evelopment Director 1 � � r • b. U Golf Course Rd I I yw � tw yw V CCD Sub -Districts Broadway General CCD Pine Street ,9 1 1 R Riverfront Walnut & Cedar f — — , MN Wild and Scenic t _ _ _ River Districts '' — —1 Freeway Overlay L — District yw 0 dy Cr r erst.. ro/away St yw yw -IraSt yr o / V yw / �o mQ t Walnut & Cedar yw c� m c City of Monticello CCD Sub -District N W A4�Nv E �o 4- Q� co S Q� 1 inch = 550 feet 0 3 0 Broadway c Q �♦ _ /'tom ` • � W Walnut /8t`Cedar yw Sty • rroaavayst Feroaa�a �w L St F yw Walnut Qa wor & Cedar or w oay 3raStF s'`�� V 4th St F �w Fy �a 1 1 1 w 1 � 1 � 'ahaber I � Date 0 Proposed 2024 2023 LEGEND: � RESIDENTIAL COMMERCIAL / Q MIXED USE Q PCDSUB O -DISTRICT NORTHERN BIOME: POPULUS PCD SUB -DISTRICT CENTRAL BIOME: TILIA n PCD SUB -DISTRICT SOUTHERN BIOME: QUERCUS ` E MAJOR GATEWAY #2 A --------------- --------------- QUERCUS XISTIN �j 4 s SECONDARY GATEWAY E The Pointes at Cedar District s Monticello, MN H Y March 28, 2022 1 WSB #:019376-000 H EXISTING w U z F- tn X w ECONDAR GATEWAY « tEONDARY TEWAY 1' MAJOR GATEWAY OSECONDARY GATEWAY i SO' 11.0' 200" Scale in Feet 1 N.1 Or ••°•• wnn/kN4• '. t r Floodplain, Shoreland and MWSRR Overlay District Appendix Zoning Map _41 \yam I . 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ORDINANCE NO.781 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE HAVEN RIDGE PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM R-1, SINGLE FAMILY RESIDENTIAL DISTRICT TO PUD, HAVEN RIDGE 2ND ADDITION, PLANNED UNIT DEVELOPMENT DISTRICT: HAVEN RIDGE 2ND ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELL0 HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (_xx_) Haven Ridge 2nd Addition PUD District (a) Purpose. The purpose of the Haven Ridge 2nd Addition PUD District is to provide for the development of certain real estate subject to the District for single family residential land uses. (b) Permitted Uses. Permitted principal uses in the Haven Ridge 2nd Addition PUD District shall be single family residential uses as found in the R-1, Single Family Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated , 2022, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to single family residential uses, as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Haven Ridge 2nd Addition PUD District shall adhere to the approved final stage PUD plans and development agreement. Specific to the single family dwellings in the District, the following requirements shall apply: ORDINANCE NO. 781 1. Adherence to the City's T-N, Traditional Neighborhood zoning lot standards and setbacks, in the absence of a PUD design element addressing the other items in this list. Those standards include the following: 2. 25 foot front setbacks, with 6 feet side yards and 20 feet rear yards. 3. Building sizes of 1,050 finished, and 2,000 square feet finishable area. 4. Garage square footage of at least 480 square feet 5. Roof pitches of at least 5:12. 6. Brick/Stone on front fagade equal to at least 15% of all front - facing surfaces. 7. Livable portions of the home exposed to the front street will achieve between 40-50% of the width of the structure, with designs to be approved through the PUD process. 8. Usable front porches or similar features. 9. Front entry doors no greater than 6 feet farther back from the garage doors. 10. Additional large tree planting (including trees of at least 3" caliper planting size) in the front yards of the proposed lots to make a more immediate impact on the streetscape. 11. Driveway standards per the R-1 District. (e) In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-1, Single Family Residential District shall apply. (f) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from R-1, Single Family Residential District to PUD, Haven Ridge 2nd Addition Planned Unit Development District: Haven Ridge 2nd Addition 2 ORDINANCE NO. 781 Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this 251h day of July, 2022 Lloyd Hilgart, Moor ATTEST: ennifer Schreiber, City Clerk AYES: Davidson, Fair, Gabler, Hilgart, and Murdoff NAYS: None. 3 ORDINANCE NO.799 AN ORDINANCE AMENDING THE MONTICELLO CITY CODE XV, CHAPTER 153, MONTICELLO ZONING ORDINANCE, VARIOUS SECTIONS THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: SECTION 1. § 153.010 RULES OF MEASUREMENT is hereby amended to read as follows: (B) Lots. (1) Definitions/measurement. (c) Lot area (see Figure 8-7�). The amount of land area, measured horizontally, included within the lines of a lot. Lands located within any private easements shall be included within the lot area. Public rights -of - way and areas below the ordinary high-water (OHW) mark for water features are not to be included in calculating lot area, except where specifically allowed by this chapter. The terms "lot size" and "lot area" shall be interchangeable. (d) Lot coverage (see Figure 8--Fo. Lot coverage shall be calculated as the total horizontal surface area of impervious surface on a given lot. SECTION 2. § 153.012 DEFINITIONS is hereby amended to read as follows: SIGN, HEIGHT OF. The height of the sign shall be computed as the vertical distance measured from the ^ of the adjaeent street s r- fae^ at ^antorlino mean -around level on which the sijzn is placed to the top of the highest attached component of the sign. SECTION 3. § 153.026 SUMMARY OF DECISION -MAKING AND REVIEW BODIES, Table 2-1: Summary of the Roles of Decision -Making Bodies is hereby amended to read as follows: TABLE 2-1: SUMMARY OF THE ROLES OF DECISION -MAKING BODIES H = Hearing (Public Hearing Required) A = Appeal D = Decision (Responsible for Final Decision) R = Recommendation (Responsible for Review and a Recommendation) * = Will take action only if requestedFequiFed for a specific application or circumstance IEDC Community & Park & Board of Development EDA Recreation Planning City Adjustment Procedure Subsection Department [11 Commission Commission Council & Appeals Comp Plan Amendment 2.4 A R * H- R D Zoning Map/Text 2.4 B R * H- R D Amendment Variance 2.4 C R A H— D Conditional Use Permit 2.4 D R * H- R D Interim Use Permit 2.4E R * H - R D Site Plan Review 2.4 F D * CCD Only * A Joint Concept Review * CCD & * CCD PCD Only & PCD Only Ad Administrative Appeal 2.4 H R A D Building Permits 2.4 I D A Certificates of Occupancy 2AM D A Sign Permit 2.4 K D A Temporary Use Permit 2.4 L D A Home Occupation Permit 2.4(M) D/R H- CUP D-CUP A Grading Permit 2.4(N) D A Driveway Permit 2.4(0) D A Planned Unit 2A0 R * * H - R D Development Subdivisions Citv Code R * R H- R D A [1]: Industrial & Economic Development Committee (IEDC) and the Economic Development Authority (EDA) SECTION 4. § 153.026 SUMMARY OF DECISION -MAKING AND REVIEW BOARDS is hereby amended to read as follows: (D) Parks, Arts & Recreation Commission. (1) Establishment, membership, rules and procedures. The establishment, membership, rules and procedures for the Parks, Arts & Recreation Commission are established in § § 32.045 through 32.054. (2) Powers and duties. In addition to any other authority granted to the Parks, Arts & Recreation Commission by the City Code, the Parks, Arts & Recreation Commission shall have the responsibility to review and make recommendations on park needs generated by new development. PA "' Board of Adjustment and Appeals. (5) Powers and duties. The Board of Adjustment and Appeals shall have the following powers and duties related to this chapter: (a) To consider, hear, review and make decision on applications for variances; and (H) Community Development Department. (2) Powers and duties. In addition to the jurisdiction, authority, and duties that may be conferred upon the Community Development Department by other provisions of this ordinance or the City Code, the Community Development Department shall have the following jurisdiction, powers, and duties under this chapter: SECTION 5. § 153.027 COMMON REVIEW PROCEDURES AND REQUIREMENTS is hereby amended to read as follows: (B) Authority to file applications. (1) Unless otherwise specified in this chapter, applications may be initiated by: (c) The city.-, includinz the Communitv Development Department as authorized by this ordinance. (J) Continuation of public hearings. A public hearing for which proper notice was given may be continued during the course of such hearing to a later date without again complying with the written and publication notice requirements of this chapter, provided that the continuance date is announced at the meeting. SECTION 6. § Section 153.028 SPECIFIC REVIEW PROCEDURES AND REQUIREMENTS is hereby amended to read as follows: (A) Comprehensive Plan amendments. (2) Initiation of proceedings. Proceedings for the amendment of the Comprehensive Plan shall be initiated by one of the following: (c) Recommendation of the Communitv Development Department, or (e d) Action of the City Council. (C) Variances. (3) Application. (b) In addition to the common review requirements, applications for a variance shall also include the following: 2. A site plan of the property showing all information necessary to allow the ci to determine conformance with all zoning provisions, and to calculate the specific variance being requested. Information shall include but not be limited to: 3. If deemed necessary by the Community Development Department, a certificate of survey may be required to be submitted with the application in addition to a site plan. The certificate ofsurvev must detail the information listed in V53.028(0(3)(b)(2) above. (D) Conditional use permits. (3) Application. (b) In addition to general review requirements, applications for a conditional use permit shall also include the following: 3. Development plans for the proposed use showing all information deemed necessary by the Community Development Department to ensure that the city can determine whether the proposed use will conform to all City Code standards. Such information may include, but shall not be limited to, the following: b. Location and building setbacks per this ordinance of all existing and proposed buildings and the size of each (including square footage); c. Curb cuts, driveways, access roads, parking spaces, off- street loading areas, and sidewalks;, —including_ dimension of each; i. Proposed outdoor storage spaces, including dimensions and detail of all intended storage tvpes (if applicable); 4. If deemed necessary by the Community Development Department, a certificate of survey may be required to be submitted with the application in addition to or in lieu of a site plan. The certificate of survev shall detail the following information: i. All existing and proposed structures ii. Signed by a registered land survevor iii. Current (within last 6 months) iv. Topographic survey and contours of all surface features including drainage ways, wetlands, etc. v. Public utilities including pipe size, material type, depths vi. Private utilities vii. Legal description viii. Easements of record E 5. Color profile elevation drawings of all sides of new structures to illustrate the proposed visual appearance of new construction. Anv landscapin-a shown on elevations must be shown as it appears in size and heizht at the time ofplantinz. The elevations shall indicate the visual location and size of all exterior utilitv and mechanical systems, includinz HVAC. meters, and powerlines. 6. Any other information that may be reasonably required by the city to evaluate the application. (E) Interim use permits. (3) Application. (b) In addition to general review requirements, applications for an interim use permit shall also include the following: 3. Development plans for the proposed use showing all information deemed necessary by the Community Development Department to ensure that the city can determine whether the proposed use will conform to all City Code standards. Such information may include, but shall not be limited to, the following: b. Location and buildings setbacks per this ordinance of all buildings and the size of each, including square footage; c. Curb cuts, driveways, access roads, parking spaces, off- street loading areas, and sidewalks, including dimensions of each; i. Proposed outdoor storage spaces, includinz dimensions and detail of all intended stora-ae tvpes (if applicable); 4. If deemed necessary by the Community Development Department, a certificate of survey may be required to be submitted with the application in addition to or in lieu of a site plan. (F) Site plan submittals. (1) Purpose and scope. The City Council declares it necessary and appropriate to require site plan review of development in certain zoning districts to preserve and promote attractive, well -planned, stable urban conditions, and to review compliance with the requirements of this ordinance. Site plan approval by the Community Development Department must be obtained before a building permit is issued in order to ensure the following: (5) Submittal. (b) In addition to the common application requirements of § 153.028(F)(5)(a) above, submittals for site plan review shall also include at least the following to be considered complete (except as exempted by 5 the Community Development Department). All documents shall be prepared by a registered land surveyor, registered professional engineer, or other qualified professional as directed by the Community Development Department. 16. Building elevations (colored renderings) for all sides of the proposed buildings which detail the materials being used; —.Any landscaping shown on elevations must be shown as it appears in size and height at the time of planting. The elevations shall indicate the visual location and size of all exterior utilitv and mechanical systems, including HVAC, meters, and powerlines; 21. Any other information that may be reasonably required by the city to evaluate the application including but not limited to tra is analysis, floor plans, building elevations, rendered drawings, and materials samples. (6) Review. (a) Site plan review criteria. Recommendations and decisions on a site plan shall be based on consideration of the following criteria: 3. Whether the proposed development is in compliance with other city approved planning documents (e.g. r,,,w„*,,w n evit ,',.,boon Viand (8) Time limit. (a) Unless otherwise specified in the site plan approval, an application for a building permit shall be applied for must reeeive approval within one year of the date of the site plan approval, otherwise the site plan shall become invalid. Permitted timeframes do not change with successive owners. (b) Upon written request, one extension of six months one year -may be granted by the Community Development Department if the applicant can show good cause. (10) Appeal. The applicant for a site plan review may appeal the decision of the Community Development Department to the Board of Adjustment and Appeals per § 153.028(1€lEG). (J) Sign permits. (3) Application. (b) In addition to general review requirements, applications for a sign permit shall also include at least the following to be considered complete (except as exempted by the Community Development Department): 11. If the proposed sign is a sandwich board sign to be located in the CCD District within the public right of wav, the owner of the sign shall provide a certificate of general liability insurance with minimum coverage of $300,000 naming the city as an additional Co insured for the sign to be located upon the public right-of-way within the CCD, Central Community District. 12. If illuminated, a light distribution plan or other information demonstrating_ compliance with the lighting requirements of this ordinance. 13. Other information to demonstrate compliance with this and all other ordinances of the city. (K) Temporary use permits. (6) Effect of a temporary use permit approval. (b) z4 . inimur-, 490D o wall be temreraM. use ro,.mit an he 4 Issuance of another temporary use permit on the same site for an identical or similar use as determined by the Community Development Department shall be per the rea_ uirements of this ordinance. (L) Administrative home occupation permits. (3) Application. (b) In addition to general review requirements, applications for an administrative home occupation permit shall also include at least the following to be considered complete (except as exempted by the Community Development Department): 1. A narrative regarding the home occupation which addresses the following issues: b. All activities will be proposed to occurfing in conjunction with the home based occupation (i.e. office work, customer visits, sales, stock storage, etc); (N) Driveway permits. (4) Application. (b) In addition to general review requirements, applications for a driveway permit shall also include at least the following to be considered complete (except as exempted by the Community Development Department): 2. A site plan (or certified site survey if required by the Community Development Department) at a scale and in quantities deemed necessary by the Community Development Department showing: d. Location of the existing driveway (if applicable), the proposed driveway and the square footage and dimension of each; e. Driveway material; 7 ef. Location of existing public sidewalks and trails; fg. Calculation of the existing and proposed impervious surface coverage on the lot; gh. Identify existing and proposed curb types specifically calling out proposed changes to existing facilities. (0) Planned unit developments. (8) Areas of flexibility. (b) The city may consider flexibility with regard to land uses, setbacks, lot size, width, and depth, specific finishinjz standards of this ordinance, and access to public streets, among other zoning and subdivision standards when reviewing a PUD rezoning request. Specifications and standards for lots shall be at the discretion of City Council, and shall encourage a desirable living or working environment which assists in achieving the goals set out for PUDs. (9) PUD procedure. All requests for rezoning to planned unit development shall follow the steps outlined below. (b) PUD development stage, preliminary plat, and rezoning. 1. Initiation of proceedings. Requests for PUD development stage, rezoning to PUD and preliminary plat shall be initiated by application of the property owner or other person having authority to file an application pursuant to § 153.027(B), Authority to File Applications. The development stage PUD request shall be subject to timelines set by M.S. § 15.99, as it may be amended from time to time. If the applicant has processed an optional concept proposal review pursuant to § 153.028(D)(9)(a), the development stage application shall be submitted within six months of such review. If more than six months have elapsed since the concept review, the applicanttion must be rreeessea as may submit a new concept proposal unless the Community Development Department determines to waive this provision. 2. Application. d. If the PUD is proposed to develop over a timeframe exceeding two years, a PUD phasing plan for the entire project (to be completed in phases) may shall be submitted. Subsequent PUD Final plan applications would only grant approval for an individual phase. 3. Specific PUD development stage, preliminary plat and rezoning submittal requirements. An applicant shall provide a separate PUD development stage plan clearly delineating the proposed development and all features not consistent with underlying zoning regulations (e.g. setback deviations). At a minimum, the plan should show: p. Colored building elevations for all building sides which detail the materials being used. Anv landscaping shown on elevations must be shown as it appears in size and heig_ ht at the time ofplanting. The elevations shall indicate the visual location and size of all exterior utilitv and mechanical systems, including_ HVAC, meters, and powerlines; (c) PUD final stage and final plat. 1. Initiation of proceedings. a. A final stage PUD plan and final plat that conforms with the approved Development stage PUD and preliminary plat and associated PUD rezoning ordinance shall be submitted no later than 60 days following the development stage PUD approval for review within the time allotted by M.S. § 15.99, as it may be amended from time to time. Applicants may request an extension from the Communitv Development Department for such submittal for a maximum of an additional six months), and shall request waivers for any statutory time limits as necessary. Applications which fail to meet this deadline shall be deemed void and shall require review and re -application according to the development stage PUD process of this chapter. 3. Specific PUD final stage and final plat submittal requirements. g. Developer shall provide all easement dedication documents for easements not shown on the final plat including those for trails, ingress/egress, etc., together with all necessary consents to the easement by existing encumbrancers of the property. h. Association declarations and/or other private covenant documents or easements necessary to implement and maintain the PUD as approved by the citv. (10) PUD amendments. Approved PUDs may be amended from time to time as a result of unforeseen circumstances, overlooked opportunities, or requests from a developer. At such a time, the applicant shall make an application to the city for a PUD amendment. All such amendments will be processed as one of the following: (c) PUD amendment. Any change not qualifying for an administrative amendment or a PUD adjustment shall require a PUD amendment. An application to amend a PUD shall be administered in the same manner as that required for an initial PUD 4ogirxirg at PUD development stage and preliminary plat. 9 SECTION 7. § 153.028 SPECIFIC REVIEW PROCEDURES AND REQUIREMENTS, Division (P) Specific PUDs is hereby amended to strike the following subsections in their entirety, with subsections (1) Twin Pines PUD District, and (3) Country Club Manor Second Addition PUD District in their full entirety hereby added to § 153.047, renumbering the subsections accordingly. (1) Twin Pines PUD District (2) Haven Ridge 2nd Addition PUD District (3) Country Club Manor Second Addition PUD District. SECTION 8. § 153.041 DISTRICTS ESTABLISHED, Table 3-2 Overlay Zoning Districts is hereby amended as follows: TABLE 3-2: OVERLAY ZONING DISTRICTS Abbreviation District Name FP Flood Plain District W Wetland District WS Wild and Scenic Recreational River District SH Shoreland District FBS Freeway Bonus Sign District Drinking Water Supply Management Area DW District P� Pvrf ,.,,..anee Based Ern'mn o, ent Dist ; SU Special Use Overlay District SECTION 9. § Section 153.041 DISTRICTS ESTABLISHED is hereby amended as to read as follows: (D) Organization of base zoning district regulations. Section 153.042 establishes the general purposes of each base zoning district along with the physical standards governing lots and structures within each district. Each of these divisions has a common structure consisting of a purpose statement, applicable size and dimensional standards for lots, photographs showing trn bmilding feEms, an example of the typical lot configuration found in the district, and a hypothetical graphic depicting the districts physical regulations. Uses allowed in each district can be found in §§ 153.090 through 153.093. Finishing standards for lots (i.e. landscaping standards, parking requirements, etc) can be found in §§ 153.060 through 153.072. (E) Diagrams and photographs for illustrative purposes only. The building fe ph-etogmph�, example lot configurations, and hypothetical graphics of physical regulations are for illustrative purposes only, and may not be consistent with all listed requirements. In all cases, the dimensional requirement text of this chapter shall control. 10 SECTION 10. § 153.042 COMMON DISTRICT REQUIREMENTS is hereby amended to read as follows: (A) Building within public easements prohibited. No building or structure shall be placed within an easement dedicated for a public purpose unless expressly authorized by a variance issued in accordance with § 153.028(C) or a license or encroachment agreement issued by the Community Development Department. (D) Common yard and height requirements. (1) In general. (a) Unless otherwise authorized by variance, ad istr- tive adjustment or PUD, no lot, yard, or other open space shall be reduced in area or dimension so as to make such lot, yard, or open space less than the minimum required by this chapter; and if the existing yard or other open space as existing is less than the minimum required, it shall not be further reduced. (2) Allowable yard encroachments. (a) The following features may encroach into required yards: 1. Fences and walls that meet the standards in § 153.062, may encroach into a required yard, but shall be subject to corner visibility requirements, and shall not be placed within 'Public rikhts o way,conservation easements unless specifically permitted by the easement. 3. In rear and side yards: recreational and laundry drying equipment, arbors and trellises, balconies, decks, and air conditioning subject to the following conditions: c. A setback of 20 feet shall be maintained from property lines abutting public streets rikhts of way. 4. Appurtenances: a. Appurtenances are permitted to encroach into a required front or rear yard setback up to six feet. es not apply to rear -leading nits in thezoning distr4et. b. Appurtenances are permitted to encroach into a required side yard setback up to three feet. Thio does „�* apply o unto in tho T N zonirrg Wit: SECTION 11. § 153.043 RESIDENTIAL BASE ZONING DISTRICTS is hereby amended to strike all photographs showing typical district building forms in sections (C) — (J). 11 SECTION 12. § 153.043 RESIDENTIAL BASE ZONING DISTRICTS is hereby amended to read as follows: (B) Standards applicable to all residential base zoning districts. maximum heights allowed i § 153.013 ohall be subject t the generalrTTD rite,.;., iisted i § i 53 rn4mvn)() as woH w the f i g.: (a) 'T'ho building o,�ll not east additional shadow on adjaeent residential st..,,etti-es between the h,.ur ,.��:�0 arm ark 3:90 pry `Additional shadow" ohall be defined as an, -additional ohading-4 a rooidefltial st..,,etti.o over- and above whi--i old crib if a praposed building met tho maximum height requirement of the under -lying zoning distr-iet and was sited ; a i,.,.atio,, eon rormsirg- to all seth ek ro 0 ents (C) Agricultural Open Space District (A-O). The purpose of the "A-O" aAgricultural- oDpen sSpace dDistrict is to provide suitable areas of the city for the retention and utilization of open space and/or agricultural uses, prevent scattered non -farm uses from developing improperly, and to secure economy in government expenditures for public utilities and service. (1) Afa3eimum density. One half dling- uRits per- gross aer-e. (2�1) terse ZLot area- Mminimum: two acres. (32) Base lLot width.- Mminimum: 200 feet. (D) Residential Amenities District (R-A). The purpose of the "R-A" rResideneetial Amenities dDistrict is to provide move up housing in the form of low density, single- family, detached residential dwelling units and directly related complementary uses in areas of high natural residential amenities including such conditions as woodlands, wetlands, and significant views. {+N7axirnum gh PUD or- per€cmmmo otandar-ds! 10,890 sq. ft Pe ti tmits per- gross aer-e).- (2) Base density. 16,000 sq it (2.7 units por gn000 ate} (�1) Base lot area. (a) Minimum: 14,000 sq. ft. (b) Average: 16,000 sq. ft. (at least 40% of lots created through subdivision shall exceed 15,000 sq. ft. in size). (42) Base lot width. (a) Minimum: 90 ft. (b) Average: 100 ft. (at least 40% of lots created through subdivision shall exceed 100 ft. in width). 12 TABLE 3-4 R-A DEVELOPMENT STANDARDS RE?UIRED YARDS (in_`eet) Minimu Max Minimum Roof Height Minimum Floor inPitch &Soffit Interior Street Areas Building Front Side [�1 Side Rear (stories / (sq ft.) Width (vertical rise/ ft.) (ft.)horizontal run) Single Minimum foundation 6 in. / 12 ft. Family 35 10 20 30 2.5 stories sizes by home type [3] 24 No minimum 11 [2] 35 feet soffit Building 2000 fmishable [4] [57 [1]: For interior lots in R-1 and R-A districts, attached accessory stmetures uses may'a s11cwtj�^^* shall be setback no less than 6 feetfeet from the side vard vroverty line. provided that the sum of both side yard setbacks shall be a minimum of 20 feet. [2]: The required rear yard shall consist of a space at least 30-feet in depth across the entire width of the lot that is exclusive of wetlands, ponds, or slopes greater than 12%. [3]: 2400 square foot gross floor area excluding a basement or cellar for two story homes and a 1,600 square foot foundation for multi -level, rambler and split entry homes. [4]: Finishable square footage is exclusive of required attached aewGr D -f Dra garage floor area. 11 Roofzables. shed roofs. dormers and Porch roofs to allow for a lower Pitch to incorporate as an architectural feature. Provided no such exempted roof areas shall comprise anv more than 20% of the total horizontal roof area of sinzle-family structure as measured from a bird's -eve Plan view. - An attached garage shall be included with all principal residential structures in the R-A district. Accessory - See § 153.092(B) for all general standards and limitations on accessory structures. Structures - The minimum floor area for all the required attached age shall be 700 sq. ft. and Uses - No portion of any garage space may be more than five feet closer to the street than the front building line of the principal use (including porch). - See footnote rlj above as related to setbacks for attached accessory uses on interior lots. Other - § 153.042, Common District Requirements Regulations - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts to Consult - § 153.070, Building Materials (not all - § 153.067, Off -Street Parking inclusive) - § 153.060, Landscaping and Screening Standards (E) Single -Family Resideneetial District (R-1). The purpose of the "R-1" &Single-family Residential dDistrict is to provide for low density, single-family, detached residential dwelling units and directly related complementary uses. O+Nfaximum density thfough PUD 3r- per-fefmanee standards! 8,712 sq. ft.Fer (3�1) Base lot area. (a) Minimum: 10,000 sq. ft. (b) Average: 12,000 sq. ft. (at least 40% of lots created through subdivision shall exceed 12,000 sq. ft. in size). (42) Base lot width. (a) Minimum: 70 ft. 13 (b) Average: 80 ft. (at least 40% of lots created through subdivision shall exceed 80 ft. in width). TABLE 3-5 R-1 DEVELOPMENT STANDARDS RE')UIRED YARDS (in `eet) Minimu Max Minimum Floor Minimum Roof in Height Pitch & Soffit Interior Street Areas Building Front Rear (stories / (vertical rise/ Side {�} Side ft) (sq ft.) Wid(ftth horizontal run) Single 10 1,050 foundation/ 5 in. / 12 ft. Family 30 L11 and 20 30 2.5 stories 21000 finishable 24 No minimum 35 feet 4 soffit Building [2l [ ] [1]: For interior lots in R-1 and R-A districts, attached accessory stpa4Hfes uses may be allewed shall be setback no less than 6 feetfeet setback -from the side vard property line, provided that the sum of both side yard setbacks shall be a minimum of 20 feet. [2]: The required rear yard shall consist of a space at least 30-feet in depth across the entire width of the lot that is exclusive of wetlands, ponds, or slopes greater than 12 percent. [3]: 2400 square foot gross floor area excluding a basement or cellar for two story homes and a 1600 square foot foundation for multi -level, rambler and split entry homes. [4]: Finishable square footage is exclusive of required attached aewGr D -f Dra e garage floor area. Roof gables. shed roofs. dormers and porch roofs to allow for a lower pitch to incorporate as an architectural feature. provided no such exempted roof areas shall comprise anv more than 20% of the total horizontal roof area of single-family structure as measured from a bird's -eve plan view. - An attached garage shall be included with all principal residential structures in the R-A district. Accessory - See § 153.092(B) for all general standards and limitations on accessory structures. Structures - The minimum floor area for all the required attached a� raQe shall be 550 sq. ft. and Uses - See footnote [ 1 ] above as related to setbacks for attached accessory structures uses on interior lots. Other - § 153.042, Common District Requirements Regulations - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts to Consult - § 153.070, Building Materials (not all - § 153.067, Off -Street Parking inclusive) - § 153.060, Landscaping and Screening Standards (F) Single and Two -Family Resideneetial District (R-2). The purpose of the "R-2" sSingle and tTwo-family rResidential dDistrict is to provide for low to moderate density one and two unit dwellings and directly related complementary uses. {Maximum density thfough PUD orr^fmaneo stand rds: 5,115 L)" tmit (eight units per- gross aer-e). (21) Base density. Unit Type Single-family Duple/Two-family Townhome* Minimum LotArea/Unit 10,000 sq. ft. 7,000 sq. ft. 7,000 sq. ft. 14 Base Density 4.3 , its/aer-e 6.2 units per- aer-e 6.2 unto /eef-e Multi -Family (3-4 units)* 10,000 sq. A for- fifst „r;t 4 5-.9-E.° unitaleere 4,000 sq. ft for- o.,e additional unit 5,500 so. ft. *By conditional use permit only. See also Multi-familv dwellinz unit standards. (32) Minimum lot width. Lot Width R-2 District 80 ft. Original Plat 66 ft. TABLE 3-6 R-2 DEVELOPMENT STANDARDS Required Yards (in feet) Minimum Minimum Max Minimum Finished Minimum Roof Pitch & Height Floor Floor Area Building Soffit Front Interior Street Rear (stories / Areas (sq. ft.) Width (sq. (vertical rise/ Side [�} Side ft) (sq ft) [31 ft) [31 horizontal run) 1,050 Minimum Single 10 2.5 foundation/ finished Family 30 L17 and 20 30 stories 1,800 square 24 Building [2] 35 feet finishable footage [3] must be equivalent 5 in, / 12 ft. 2.5 to the No minimum Duplex 30 10 [2] 20 30 stories principal 24 soffit 35 feet 1,050 4 foundation use unit Townhouse/ 2.5 1,400 foundation Multi- 30 10 20 30 stories finishable size 24 Family 35 feet Building [ 11: For the Original Plat of Monticello and Lower Monticello, where adjacent structures (excluding accessory buildings within same block) have front yard setbacks different from those required, the front yard minimum setback shall be the average of the adjacent structures. If there is only one adjacent structure, the front yard minimum setback shall be the average of the required setback and the setback of the adjacent structure. [2]: Interior side yard setbacks for single-family homes on lots of record with a lot width 66 feet or less in the Original Plat of Monticello and Lower Monticello shall be at least six feet. [3]: Finishable and finished square footage is exclusive of required attached garage spaee floor area [4]: Roof gables, shed roofs, dormers and porch roofs to allow for a lower pitch to incorporate as an architectural feature, provided no such exempted roof areas shall comprise any more than 20% of the total horizontal roof area of a structure as measured from a bird's eye plan view. - An attached garage shall be included with all principal residential structures in the R-1 district. Accessory - See § 153.092(B) for all general standards and limitations on accessory structures. Structures The minimum floor area for all required attached garages shall be 450 sq. ft. - No portion of any attached garage may be more than 10 feet closer to the street that the principal structure. and Uses - Except for single-family buildings, any driveway leading directly to an attached garage may not exceed 18"in width at the front yard property line. Other - § 153.042, Common District Requirements Regulations - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts to Consult - § 153.070, Building Materials (not all - § 153.067, Off -Street Parking inclusive) - § 153.060, Landscaping and Screening Standards 15 (G) Traditional Neighborhood Resideneetial District (T-N). The purpose of the "T-N" tTraditional nNeighborhood rResidential dDistrict is to provide for medium density, single-family, detached residential dwelling units and directly related complementary uses. (+Niazirtsum dough PUDperfa fY..,, nee sta daido: 5015 zq. ft. pe (2) Base density: 10,000 sq 441 �I unto per gross aer-e). (3) Minimum -lot area. Minimum: 75,500 sq. ft. (4) Ba-Re Minimum lot width. (- linimum: 455 ft. (b)Aiazimuns at the street: 65-ft. (5) Minimum Lot Depth: 100 ft. TABLE 3-7 T-N DEVELOPMENT STANDARDS REQUIRED YARDS (in `eet) Minimu Max Minimum Roof Height Minimum Floor inPitch &Soffit Front Interior Street Areas Building {�} Side Side Rear (stories / (sq ft.) Width (vertical rise/ ft.) (�) horizontal run) Single 325 10 30 Family 117 20 [2] 1,050 foundation/ 5 in. / 12 ft. Building 2.5 stories 2,000 finishable 24 No minimum ogle 35 feet [21 soffit Fly 44 6 44 23 %L Rear- Loal [1]: The minimum width of the dimension of the principal buildinz livinL- area across the front building line shall be no less than 12 ft., which may include a usable porch of at least 6 ft. in depth. The maximum buildinz line of the attached Qaraze may be no more than 20 ft. across the front buildint- line tmw:rmvn% rr nt yai-7a ShallbO 30 f Ot f r 40flt 18ad r. W W-i _'V root f r ,.ea f 10a 1. [2]: Finishable square footage is exclusive of required attached accessory space garajze floor area. - An attached garage shall be included with all principal residential structures in the T-N district. - See § 153.092(B) for all general standards and limitations on accessory structures. Accessory - The minimum floor area for al} the required attached ag raje shall be 480 sq. ft. Structures - For front -loaded attached accessery structures garages, no portion of any garage space may be more than and Uses five feet closer to the street than the front building line of the principal use (including porch). - No private driveway leading to an accessory structure may exceed 4-8-24 ft. in width at the front yard property line. Driveways shall be offset and sebarated to maximize on -street barking cobacity. Other - § 153.042, Common District Requirements Regulations - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts to Consult - § 153.070, Building Materials (not all - § 153.067, Off -Street Parking inclusive) - § 153.060, Landscaping and Screening Standards (H) Medium Density Residence District (R-3). The purpose of the "R-3" mMedium dDensity rResidential dDistrict is to provide for medium density housing in multiple- 16 family structures ranging up to and including 12 units and directly related, complementary uses. O+Nfalingum density oubh N%-n-,wd Unit Development (townhouse) . ti 223 ft. per unit (seven units re' (2)-Niaxirsuris density oubh PIan�a Unit Development (,.. ij i fansRy): 3,6-39 sq €1. pn unit (, 2 units ro 10 k3)-Nfazir sum density *ugh per-fefmanee ever-layt afds�630 sq. ft. per - unit 0 unity per (4) Base density. (a) Townhouse: 10,980 , ft.pe it -(four unity po, _ ,o0 (>Miiti fa+nily: 5,124 sq. t. pit (eight and one half units per- gross aer-e+. (5) Base lot area. (a) Minimum townhouse: 20,000 sq. ft. (b) Minimum multi -family: 30,000 sq. ft. (6) Base lot width. Minimum: 80 ft. 17 nh„rely Buildings Base Lot Area (Minimum) Base Lot Width (Minimum) Gross Density Max Density w/o PUD Net lot area per du Front setback Corner side setback Interior side setback Rear setback to building Clear open space setback from ROW Clear open space setback from Property Line Buffer Req. to Single Family Common open space per du Landscaping Parking requirements Architecture Roofs Unit square feet Garages TABLE 3-8 R-3 DEVELOPMENT STANDARDS R-3 District Townhouse (4 — 10 units / building) 20,000 sf. 80 ft. 3-7 du/acre 4.0 du/acre 4,500 sf/du, maximum 30 feet 25 feet 20 feet 30 feet 25 feet 10 feet B buffer NA 16 ACUacre +2 shrubs per 10 feet bldg. perimeter 2.5 s eesi" 1.2 snaces/bedroom. with 2 1 space/bedroom enclosed 20% street min frontage covered with enhanced materials 5:12 pitch or roofline or building line articulation, including flat and/or varied rooflines, parapets, canopies or other similar features which increase architectural interest and variability. 1,000 sf, finished floor area per unit, minimum Attached Garage Setback 30 feet from ROW (35 feet from curb of private street) Garage Doors Maximum 16 feet width facing street -. rnNo smooth panel doors PUD Options for Multi -Family Buildings Landscaping Open Space Parking Building Materials Townhouse (4 — 10 units / building) Special landscape features including water features, recreational structures, patios, etc. Increased use of stone, brick beyond front, or on other exterior walls IN R-3 District Multi -Family (6-5 —12 units/building) 30,000 sf. 80 ft. 8-12 du/acre 8.5 du/acre 3,500 sf/du, maximum 40 feet 30 feet 20 feet 40 feet 30 feet 30 feet B buffer 500 sf/du 16 ACUacre +2 shrubs per 10 feet bldg. perimeter 2.5 see_ia= au 1.2 snaces/bedroom. with 21 space/bedroom enclosed 20% street min frontage covered with enhanced materials 5:12 pitch or roofline or building line articulation, including flat and/or varied rooflines, parapets, canopies or other similar features which increase architectural interest and variability. Averaze 1,000 sf. finished floor area per unit, minimum Enclosed, may be detached May not access street directly — must be served by interior driveway No smooth panel doors. Detached buildings must match principal building materials and include architectural fenestration on sides facing residentially zoned property or public rizht ofwav Multi -Family (6-5 —12 units/building) Increased landscape quantities and/or Sizes beyond code minimums; Special landscape features including water features, recreational structures, patios, etc. Increased open space areas per unit beyond code minimums of 10% or more All required garage parking attached to principal building Increased use of stone, brick beyond front, or on other exterior walls Architecture Extensive use of ornamental features, Extensive use of ornamental features, building and/or roofline articulation, building and/or roofline articulation, fenestration and building wall undulation fenestration and building wall undulation atypical of other buildings in similar atypical of other buildings in similar zoning districts zoning districts Site Work Use of decorative paving materials in Use of decorative paving materials in parking, sidewalks, etc.; Extensive use of parking, sidewalks, etc.; ornamental site lighting or similar features. Extensive use of ornamental site lighting or similar features. Housing for Seniors restricted Accommodations to design and density Accommodations to design and density to 55 years of age or more through PUD process only through PUD process only (I) Medium -High Density Residence District (R-4). The purpose of the "R-4", mMedium- hKgh dDensity rResidential dDistrict is to provide for medium to high density housing in multiple -family structures of 13 or more units per building, and at densities of between ten and 25 units per acre. The district is intended to establish higher density residential opportunities in areas appropriate for such housing, to be determined by the city on a case by case basis. This district is intended to provide exclusivelv multiple-familv housinL- as defined in this chapter, as opposed to lower densitv housinva types such as townhouses, two-familv homes, or sinzle family homes. The City of Monticello shall zone land to the R-4 District only when, in its sole discretion, all aspects of the property support the potential uses of the R-4 district, including location, private and public services, and compatibility with existing and future land uses in the area. In making a determination as to the suitability of a site for R-4 rezoning, the city will prioritize the following site and area factors: (1) Replacement land uses. R-4 zoning fits the following zoning categories and circumstances: (a) Land already zoned for R-3 Medium Densitv Residential District (b) Land currently zoned for commercial uses, but which would not be considered "prime" commercial and critical to "Successful Commercial Centers and Corridors " consistent with the Citv's 2040 Vision + Plan. /,L_ _1— __..___1-1 1.1__ — ------- _-___ -1---1____. aL_ most pr-emiOr tlmt w. in the fittafe)-. (5) Thin distf et ; „tended to p ide o lusively „,,,bile family t, defined x}this ehapter, as opposed -termer den it essue�i-as townhouses, two family homes, of: single family homes-. (6) Minimum and maximum density: ten 10 units minimum — 25 dwelling units maximum per acre. k7)-NZaxinium base , ( "Taxirsurn densitytl3rough p1mmad tmit development: '�sq 19 TABLE 3-9: R-4 DEVELOPMENT STANDARDS PUD Qptionsfof n.ra R-4 District Buildings Multi -Family (13+ units / building) Base Loge area 30,000 sf Gross Density 10-25 du/acre Max Density w/o PUD NA Net lot area per du Max 1,750 sf/du Front setback 100 feet Corner side setback 40 feet Interior side setback 30 feet Rear setback to building 40 feet Clear open space setback from 60 feet ROW Clear open space setback from 40 feet — no more than 50% of any yard facing a street covered with parking/drive aisles Property Line Buffer Req. to Single Family C buffer Common open space per du 500 sf/du Landscaping 2 ACl/ 2,500 sf open space + 4 shrubs /10 feet bldg. perimeter Parking requirements '_._15 spaees� u 1.2 spaces/bedroom with max 1.1 space/du uncovered Architecture 20% street min frontage covered with enhanced materials, horizontal siding of steel or cement -board only (no vinyl or aluminum) Roofs 5:12 pitch, plus roof ridge line articulation of 3 feet min. or roofline or building line articulation, including flat and/or varied rooflines, parapets, canopies or other similar features which increase architectural interest and variability. Unit square feet 9N 800 sf minimum finished floor area per unit average. with no more than 10% of the units as studio units Garages Attached or Underground Detached accessory garages allowed only after base requirements are met; requires authorization through Conditional Use Permit Garage Setback May not access street directly — must be served by interior driveway Garage Doors Must include glass and decorative panels if visible from public street or adjoining residentially zoned property PUD Options for R-4 District Multi -Family Multi-Familv (13+ units /building) Buildings Landscaping Increased landscape quantities and/or sizes beyond code minimums; Special landscape features including water features, recreational structures, patios, etc Open Space Increased open space areas per unit beyond code minimums of 10% or more Parking All required garage parking underground Building Materials Increased use of stone, brick beyond front, or on other exterior walls Architecture Extensive use of ornamental features, building and/or roofline articulation, fenestration and building wall undulation atypical of other buildings in similar zoning districts Site Work Use of decorative paving materials in parking, sidewalks, etc.; Extensive use of ornamental site lighting or similar features. Housing for Seniors restricted Accommodations to design and density through PUD process only to 55 years of age or more C (J) Mobile and Manufactured Home Park District (M-H). The purpose of the "M-H" manufactured home park district is to provide for manufactured home users and directly related uses. {+Niazirsuri dough PUD orf fY..,, nee sta- daido: 3,359 sq. ft. pe u 0 unto per roe (L1) Base density: 4,000 sq ft per unit (10.9 units per gross acre). (�2) Base lot area. Minimum: 5 acres. (43) Base lot width. Minimum: 200 ft. SECTION 13. § 153.044 BUSINESS BASE ZONING DISTRICTS is hereby amended to strike all photographs showing typical district building forms in sections (C) — (H) SECTION 14. § 153.044 BUSINESS BASE ZONING DISTRICTS is hereby amended to read as follows: (B) Standards applicable to all business base zoning districts. (1) Condominiums. (a) dal Commercial structures may be divided for the purpose of condominium ownership. (b) Condominiums shall be designed to meet the International Building Code as adopted in the Monticello City Code. (2) Ahilti stef builaings. Appheatiensfar- a eenditiorx-�q uoo pe,-Y it to exeeed the nxtrimunn heights .011 ohall b. sttbjeet to the general CUP review eFiter-ia listed i § 153.028(D)(4) G) w well s the f ii,,,,,ing: building, �hvll bo at locot r-esidefttial and used or oubdi ide efttial use, or h,.\3 m o died institutional b/dilding ineluding but not limited to sehaolo, plaxoos of publie wocxnnN yom u item,. the h, uFs o f 0 O ars. md3 --.AA (F) Regional Business District, B-4. The purpose of the "B-4" rRegional bBusiness dDistrict is to provide for the establishment of commercial and service activities which draw from and serve customers from the entire community or region. (1) Base lot area. No minimum. (2) Base lot width. No Minimum. 21 TABLE 3-14: B-4 DEVELOPMENT STANDARDS REQUIRED YARDS (in feet) Max Impervious Max Height (stories Max Floor Area Front Interior Street Rear / feet) Ratio (FAR) (% of gross lot Side Side area) 2 stories All Uses 9 6' 0 6' 0 6' 8 6' 30 feet (Reserved) (Reserved) [1] [ 1 ]: Multi -story buildings maybe allowed as a conditional use pursuant to § 153.028(D) contingent upon strict adherence to fire safety code provisions as specified by the International Building Code as adopted in the Monticello City Code. Accessory Structures - See § 153.092(B)for all general standards and limitations on accessory structures. - § 153.042, Common District Requirements Other - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts Regulations - § 153.060, Landscaping and Screening Standards to Consult - § 153.064, Signs (not all - § 153.067, Off -Street Parking inclusive) - § 153.068, Off-street loading spaces - § 153.070, Building Materials (G) Central Community District, CCD. (1) (d) Sub -districts. The CCD is hereby divided into five subdistricts, four of which comprise the study area of the Small Area Plan and o lmovrn x: (1) Rive-f;-ePA; (2) Br-o ,,a.t.,,.,; !3>j `Walnut -and and of Str-eets; and (4fie Street. fifth "mb di-Rtrn" shall be — itt,i,. the GCD that is no identified as being within o .f the four mmad sub this''; The CCD regulations shall apply uniformly across all sub -districts unless specific sub -district requirements apply. The City Council shall, in accordance with the process providing for zoning map amendments in the Monticello Zoning Ordinance, adopt a zoning map for the CCD area identifying the subdistrict boundaries. The sub -districts and are known as: U.14 Riverfront; 0.4 Broadwav; f3.4 Walnut and Cedar Streets; a-nd NJ Pine Street.-;,4 fifth • and distfiet", "General" shall be anv area within the CCD that is not identified as beinz within one of the four named sub - districts. (3) General requirements. 22 (c) Private joint parking use. All new non-residential parking areas shall be designed to accommodate cross -access and joint use throughout the CCD zoning district to minimize the need for parking infrastructure. (f) Building materials. Building materials for all uses shall be predominantly glass, brick, natural or cultured stone, or equivalent masonry material. Mater-ials for lapped siding, boa d and bate , e�o exterio-m ohall be eompoz/.to, :maiste„^Nee f ee c�ialo, asd ohall be limited in over-all exteFioF use tE)-. 1. Materials for lapped siding, board -and -batten, or shake exteriors shall be composite, maintenance free materials, and shall be limited in overall exterior use to: Residential s*,.,,,.tffes, no more than 30% of building exterior for residential structures. (4) Performance standards. (a) Character area standards. 4. Riverfront. a. Features such as upper balconies, dormers, courtyards, porches and doorvards shall be incorporated for residential uses. b. Buildings shall be between 2- 4 stories: additional stories may be authorized by conditional use permit. Single-story buildinj_ s may be approved through site plan review by the Planning Commission and the Citv Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a facade that mimics multiple stories through additional window openings or similar features. c. Buildings shall be oriented toward river and public rig_ ht ofwav corners where applicable. (b) Use type standards. 1. Residential. c. Multi four-12 du. (i) Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. Conditionallv permitted where the property has direct frontag_ e on Broadway or Walnut/Cedar. (ii) Must preserve open space to coordinate with public spaces. (iii) Building heights up to 35 feet or three stories above grade: additional stories authorized throug_ h conditional use permit. 23 (iv) Setbacks — 15 feet from abutting single-family, minimum of eight feet from public street. Interior side setbacks may be zero. (v) Variable roofline and front building walls. (vi) Garage entrances may not face a public street. (vii) Garages which face a single-family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. (viii) All parking in attached garages within building footprint (no surface parking). (ix) Parking ratio of 1.7 spaces per du, off-street, or a minimum of no less than one space per bedroom, off-street, whichever is greater. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the use supports such standard. W Residential units on upper. non -ground floors of buildings in the Riverfront Character Area are permitted as a part of mixed -use buildings by conditional use permit. - d. Multi 13+ du. (i) Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. Conditionally Permitted where the property has direct frontag_ e on Broadway or Walnut/Cedar. (ii) Must preserve open space to coordinate with public spaces. (iii) Building heights up to 50 feet or four stories above grade; additional stories authorized through conditional use permit. (iv) Setbacks —shall be-15 feet from abutting single-family, minimum of ei& 8 feet from public street. Interior side setbacks may be zero. (v) Variable roofline and front building walls. (vi) Garage entrances may not face a public street. (vii) Garages which face a single-family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. (viii) All required parking shall be located in attached garages within building footprint (no surface parking). (ix) Parking ratio of 1.-71 spaces per dwelling unit bedroom including adjacent on -street parking, or a minimum of no less than one space per bedroom, off-street, whichever is greater. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the use supports such standard. (x) Multiple -family housing limited to seniors may reduce parking supply to half spaces per dwelling unit, off-street. As part of site plan review, the Planning Commission may impose a different (higher or lower) standard where the nature of the type of senior living use supports such standard. (xi) Residential units on upper, non -ground floors of buildings in the Riverfront and Broadwav Character Area are permitted as a part of mixed -use buildings. e. Ground floor residential units. When allowed, subject to: (i) Common areas, lobbies, etc. (if any) should be oriented toward street. (ii) Street levels should include additional window and doorway glass exposure toward streets. ,ral unitz an Y.Non gr-otin flee .s of buildings i the Rive f en4 Char.,,.,. Area are - meted aa a part of mixe, e btti ding (d) Parking. 4. Parking shall not be located on a parcel between the front building line of the principal building and the public street, except where expressly provided for by the Citv Council after recommendation from the Planning Commission. (e) Other performance standards. 1. All other performance standards as identified in §§ 153.060 through 153.072 shall apply, unless otherwise addressed in this section. 2. Maximum residential density: 25.0 dwelling units per gross acre. 3. Maximum Bbuilding height.. 4 iLl�l u:� height: 14 fw+ 5-Maximum hit: 60 feet. a. Buildings may exceed 50 feet in height by conditional use permit, with enhanced site improvements, architecture, and building materials. 25 6. Lot coverage, buildings. a. Minimum building lot coverage: 20%. b. Maximum building lot coverage: 90%. door ama mtio — maximum Boor aura Patio--Noite 97. Accessory structures. a. For commercial uses, T-trash handling equipment shall be located within buildings wherever practical. If located in a structure attached to, or detached from, the principal building, such structure shall screen the trash handling equipment from the view of all neighboring property and public rights -of -way, and shall be constructed of materials which comprise the principal building. Gates and/or doors shall be constructed of permanent opaque materials, matching the principal building in color, and shall be kept closed at all times other than when being used for access. Roofs for such structures are encouraged, but not required when the screening wall of the enclosure is at least eight feet in height. b. For mixed -use and multi -family residential uses, trash handling equipment shall be located within the principal building. c. Any other accessory structures allowed in the CCD (see Table 5-4 — Accessory Uses by District) shall meet all requirements of the CCD district applicable to principal buildings. SECTION 15. § 153.044 BUSINESS BASE ZONING DISTRICTS, Section (G) CCD District, City of Monticello CCD Sub -District map shall be stricken from the ordinance and shall be adopted as part of the City of Monticello Official Zoning Map. SECTION 16. § 153.045 INDUSTRIAL BASE ZONING DISTRICTS is hereby amended to strike all photographs showing typical district building in sections (C) — (E). SECTION 17. § 153.045 INDUSTRIAL BASE ZONING DISTRICTS is hereby amended to read as follows: (B) Standards applicable to all industrial base zoning districts. :.-.arn2un2 h„' .015 Shall b. sttbjeet to the gener-al CUP , c6via lioa i § i 53 n24mvnva) ao well s the following.: we ) The i,,,4ding 2ha11 bo at least 200 feet f of any ,-ed that io zoned reside and subdivided for Fesidential use, or hao an aeeupied institutional building inellxding but not limited to sehools, plaees ofpurie assembly, Eommunit;-eeffters houfs 0 a.m. and 3.00p.m. SECTION 18. § 153.046 OVERLAY ZONING DISTRICTS is hereby amended to read as follows: (N) Wetland District. (3) General provisions. (a) Identification and delineation of wetlands. 4. This section establishes four wetland classifications as defined in § 153.012: exceptional quality, high quality, medium quality, and low quality. Wetland classifications shall be established through a wetland functional assessment. (4) General standards. The following standards apply to all lands containing or abutting a wetland: (a) Septic and soil absorption systems must be set back a minimum of 75 feet from the city approved boundary of the wetland. (b) The lowest ground floor elevation of a structure shall be two feet above the 100-year flood elevation, three feet above the ordinary high water mark, or three feet above the highest known water level, whichever is greater, of public waters regulated by § 153.046(D) and § 153.046(E), whichever is greater. (c) Structures intended to provide access across a wetland shall be prohibited unless a permit is obtained in conformance with state regulations. (d) The MPCA's Best Management Practices and Minnesota Storm Water Manual, as applicable, shall be followed to avoid erosion and sedimentation during the construction process. (e)-Uty in9pe do s tiodules and fines f erosion eoi4fel will double ,. preje-*c, abutting wetlands-. (f) Before the city issues a building permit for a lot with a required wetland buffer, the lot owner shall. cm cnt ache 27 - linstall the wetland monumentation required by § 153.046(C)(4)(f). (5) Wetland buffer strips and setbacks. (g) Wedand buffer- strips not , rod by this section may b .,oluncarily with apffeval of a site plan, of in the abbe ee f a s;t.o plan, upan appfOval of an adfninistr-atiNe permit-. SECTION 19. § 153.046 OVERLAY ZONING DISTRICTS, Division (S) Performance Based Enhancement District is hereby stricken in its entirety, with the divisions and subsections following to be renumerated accordingly. SECTION 20. § 153.048 POINTES AT CEDAR DISTRICT is hereby amended to read as follows: (A) Purpose. The purpose of the PCD, Pointes at Cedar District is to provide for the development of certain real estate subject to the district for mixed land uses consistent with the direction of the Pointes at Cedar Small Area Plan chapter of the Comprehensive Plan.. and consistent with The Pointes at Cedar Ordinance No. 776, adopted herein b_v reference. (B) Permitted uses. Permitted principal uses in the Pointes at Cedar District shall be those identified in the Pointes at Cedar Zoning District and on the PCD Zoning Map. The introduction of any other use from any district shall be reviewed under the requirements of the PCD ordinance requirements and process. (E) Amendments. Where changes to any proposed project in the PCD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the approved development stage PCD plan under the terms of the PCD ordinance text and requirements. The city may require that substantial changes in overall use of the PCD property be processed as a new project, including a zoning district amendment. SECTION 21. § 153.060 LANDSCAPING AND SCREENING is hereby amended to read as follows: (A) Section organization. The Monticello landscaping and screening standards are organized into the following main divisions: (1) Division (B), Purpose and Intent. Sets out the purpose and intent for the standards; (2) Division (C), General Requirements for Landscaping. Includes the applicability provisions, requirements for landscaping plans, and standards for new plantings; 009. (3) Division (D), Landscaping Plan Requirements. Outlines the specific information that must be supplied to the city anytime a landscape plan is required by this chapter; (4) Division (E),; AItem tiv r,,, se rin . p aH inel„des the r edufes and standards for- r-eview of aftem tive la- dso p�xg piano Standards for Site Landscaping. Introduces standards for foundation plantings around some buildings; (5) Division (F), Ct,,, a rdsf V 1 ; , lar T s Are T ,,, ,lye6T; T Tnel des the standards for- la dseaping afound the p etor and within vehicular w2 areas Alternative Landscaping Plan. Includes the procedures and standards for review of alternative landscaping plans, (6) Division (G), cat,,, a rd-sf , Perimeter Btfffie,. inel„des the la dseaping >,„�ro, ado applied to the edges of seme base zoning dirt,-iets Standards for Vehicular Use Area Landscaping. Includes the standards for landscaping around the perimeter and within vehicular use areas; (7) Division (H), rt, ard-� Required Sereening. inel„do the req ementsfef site featur-es like '--ding, and se iee afeas Standards for Perimeter Buffers. Includes the landscaping buffer standards applied to the edges of some base zoning districts, (8) Division (I), Standards for Required Screening. Includes the screening requirements for site features like refuse, loading, and service areas Sta Hda tWsfer Site r r, se r;Hg r„t,-aduees standards for r^,,,,dadon planti*go around some bui (9) Division (A Zoning Specific Landscaping Standards. Includes specific landscaping standards specific to zoning district. (C) General requirements for landscaping. (4) Stabilization. All required landscape planting areas and required vards shall be stabilized and maintained with lawn, ground covers, mulches, or other approved materials to prevent soil erosion and allow rainwater infiltration. (7) S'ed4nGround cover when no landscaping or site plan is required. All areas not otherwise improved in accordance with approved site or landscaping plans shall be seeded or sodded with lawn cover. Exceptions to this criterion may be approved by the Community Development Department as follows: (a) Seeding of fulu e expansion oro co ohawx on oppraved plate. For commercial, industrial and institutional uses, native plantings per an Alternative Landscaping_ Plan approved by the Community Development Department. (b) Undisturbed areas containing existing viable natural vegetation which can be maintained free of foreign and noxious plant materials. (c) Areas designated as open space or future expansion areas properly planted and maintained with prairie grass. 3t (d) Use of mulch materials such as bark, rock mulch over four mil poly, and wood chips in support of shrubs and foundation plantings. (D) Landscaping plan requirements. (2) Detailed landscape plans shall include the following information: (d) Special e0ni itioHs. Where !a-n seapo or �.-nan rnude fnate -ials are eA to provide ondinanseor- ,.key r-equiFed perimeter- bufferiflg/seFeeni . fiom adjaoont a-nd n4g1+4o-.i pr ret4ie" a er-oss thr-,,,g seet o shall provided showing the perspective of the site f the neighboring pr-opet4y at the pr-opefty line elevation, (E) Alternative landscaping plan. (1) Purpose. In cases where development conditions require a deviation from the landscaping standards in this section or the tree protection standards in § 153.061, Tree Protection, an alternative landscaping plan shall be required. An alternative landscaping plan may also be provided for native landscaping for commercial, industrial, civic and institutional use sites where the use of native plantings represents consistencv with the goals of the comprehensive plan. An alternative landscaping plan shall indicate how compliance with the standards in this chapter is impossible or impractical, and shall illustrate how compliance can be achieved to the maximum extent practicable. Nothing in § 153.060(E) shall prohibit a development configuration that meets or exceeds the landscaping and tree protection standards in this chapter. SECTION 22. § 153.060 LANDSCAPING AND SCREENING, Division (I) Standards for Site Landscaping shall be renumerated to 153.060(E) with the subsequent divisions and subsections renumerated accordingly. SECTION 23. § 153.060 LANDSCAPING AND SCREENING is hereby amended to read as follows: (F) Standards for vehicular use area landscaping. Except where exempted by § 153.060(F)(1) below, all vehicular use areas shall include landscaping both within the interior of the vehicular use area and around its perimeter, as a means of mitigating the parking area's microclimate and visual impacts. Vehicular use area landscaping, including perimeter vehicular use areas, g may be counted toward overall site landscaping requirements. (1) Exemptions. The following uses shall be exempt from the requirements to provide vehicular use area landscaping: (a) Single-family detached residential development; (b) Two- to four -family dwellings; (c) Off-street surface vehicular use areas with four or fewer spaces; (d) Parking structures; and (e) Vehicle display areas for commercial vehicle sales and rental uses. 30 (2) Interior vehicular use area landscaping standards. Allvehiocular me areas shall pFovide and maintain landscaped planting areas within the iftteFiof! of the vohi-lar uoe v in aeeor-danee with the following, (a) Configuration. interior planting a ow✓ohall be designed in accer-dane-e with the f�wisg c�easd Where islands are proposed for drainaze and stormwater manazement, such islands shall be landscaped in accordance with this section of ordinance. (b) All vehicular use areas shall provide and maintain landscaped plantinz areas within the interior of the vehicular use area in accordance with this section of ordinance. (c) Confi-auration. Interior plantinz areas shall be desi,aned in accordance with the followinz standards: (G) Standards for perimeter buffers. (5) Location of perimeter buffers. (a) Perimeter buffers required by this section shall be located only along the outer perimeter of the parcel where it abuts the adiacent impacted another parcel, and shall extend to the parcel boundary line or right-of- way line. (I) Standards for required screening. (3) Screening methods. (b) An opaque fence or wall meeting the following requirements: 1. The fence or wall shall be consistent with the standards in § 153.062, Fences and Walls. 2. The fence or wall shall be constructed of masonry, brick, wood, masonry free vinvl or steel constructed to be similar in appearance to materials commonly sold as fence material. 3. The fence or wall shall provide a solid screening effect and not exceed the maximum height allowed for fences or walls in the underlying zoning district, or be less than six feet in height. 4. The design and materials used in constructing a required screening fence shall be subject to the approval of the Community Development Department. (J) Zoning district specific landscaping standards. (2) Traditional Neighborhood (TN) District Landscaping Requirements. Lots in the TN district shall adhere to the following additional landscaping requirements: (a) No less than 60% of the square footage of the front yard area shall be planted in gar -de meeting the following requirements: 31 1. Four caliper inches of canopy trees, which must be no less than 3 caliper inches at DBH at time of planting, plus two ornamental trees. Trees may be planted in front or side yard. 2. No less than one shrub or perennial flower planting per 20 square feet of front yard area. 3. No less than one deciduous flower planting per 20 square feet of front yard area. (b) No private driveway leading to a garage may be more than 4-$ 24 feet in width at the front yard property line. (4) Industrial and Business Campus (IBC) District Landscaping Requirements. REV_-V,V D. All IBC lots must include and maintain an operational irrigation system for the full site at time of certificate of occupancy unless excluded by an approved Alternative Landscaping Plan for Native Plantings. SECTION 24. § 153.062 FENCES AND WALLS is hereby amended to read as follows: (C) General requirements for fences and walls. (1) Location. (a) Fences and walls are permitted anywhere on a lot subject to the following restrictions: 1. The corner visibility requirements in § 153.042(D)(2)(b) shall be met. 2. Fences and walls shall not be located within public right-of-way un cm p-A-mitted by the Community, Development Dep&AmepA-� wr-itten enonacchmont 3. Fences and walls permitted by the Community Development Department to be within easements are subject to removal without compensation to the property owner if the city must access the area for maintenance or improvement purposes. 4. Fences and walls shall not be permitted within conservation easements unless specifically permitted by the easement. S. Fences and walls must be set back no less than 3' from anv public trail or sidewalk. (D) Requirements for fences and walls by district type. All fences and walls shall conform to the following standards. In all cases, heights are measured from finished grade on the highest side of the fence or wall. (1) Residential districts. In residential districts (see Table 3-1: Base Zoning Districts), fences and walls shall conform to the following: (a) Front yards. 32 1. Fences and walls shall not exceed a height of four feet in front yards and that part of side yards from the front lot line to the front building line. 2. Fences and walls must be setback at least six (6) feet from the property line when adiacent to a public right of way. 3. Fences and walls must be setback at least three (3) feet from a public sidewalk or pathway. (b) Side or rear yards. 1. Fences and walls shall not exceed a height of seven feet in side and rear yards. 2. In side or rear yards which abut a public street, fences or walls which exceed 36 inches in height must be set back at least six feet from the property line, and the sethaek area shall landseaped in aeeer-danee with the pr-wvisiens of § 153.062(i) 1), Appearance. 3. Fences and walls must be setback at least three (3) feet from a Public sidewalk or vathway. (c) Transparency. Fences or walls located within a front yard ^r side yafd adjacent to a street shall maintain a minimum of 50% transparency. (F) Perimeter fences and walls abutting public rights -of -way. (1) Fences or walls located within 15 feet of a street or public right-of-way shall: (a) Be of a uniform style; (b) Be located outside the public right-of-way; (c) Include breaks, offsets, access points, or other design details in the wall plane at least every 200 feet; (d) Comply with the �7 standards in § 153. , �„�� 7; and (e) Comply with the FegiH�emen4si�i53.n� n tciriYl-lsmds O Reginred Ser-eening (if appJ.�oaW.e} feneing along the rear- yards of all de4le ftontage lots that baek " to eelleetof- OF (H) Chain linkfencing. Chain link fencing shall be allowed, subject to the following standards: (1) All districts. In all districts, chain link fences must have a top rail, and barbed ends must be placed at the bottom of the fence. (2) Residential districts. Chain link fencing is permitted on lots within residential zoning districts provided it does not include opaque slats, and does not exceed a height of four feet in the front yard and does not exceed five feet in the side and rear vard. 33 (3) Business districts. Chain link fencing shall not be allowed on lots within a business zoning district unless expressly authorized through approval of a security plan under the provisions of § 153.062(E). (4) Industrial districts. Chain link fencing shall be allowed on lots within industrial zoning districts provided it does not include opaque slats and is coated with black or dark green vinyl. (I) Barbed or razor wire. Barbed or razor wire is prohibited except as expressly authorized through approval of conditional use permit relatinz to security plan under the provisions of § 153.062(E). (J) Appearance. (4) Landscape screening. All fences and walls exceeding four feet in height and located within 15 feet of a public street right-of-way in a14 commercial and industrial districts, or as otherwise required by this chapter, shall be supplemented with landscape screening in accordance with the following standards to soften the visual impact of the fence or wall. SECTION 25. § 153.063 EXTERIOR LIGHTING is hereby amended to read as follows: (B) Applicability. (1) In general. The provisions of this section shall apply to all development in the city unless exempted in accordance with § 153.063(C) below. For new development. includinz new suns, the Communitv Development Department may require specification plans and li-_ ht distribution plans to veri_f_v compliance with these standards. (E) Design standards for exterior lighting. All exterior lighting shall meet the following standards: (2) Shielding and Fixtures. (3) Maximum illumination levels. All outdoor lighting and indoor lighting visible from outside shall be designed and located so that the maximum illumination measured in footcandles at ground level at a property line or right-of-way center line shall not exceed the standards in Table 4-5, Maximum Illumination Levels. Cut-off lighting shall be designed to direct light downward (e.g., shoe box style). TABLE 4-5: MAXIMUM ILLUMINATION LEVELS Type of Use [1] All Uses Residential or Civic & Institutional Use Commercial or Industrial Use [2] Lots Maximum Illumination 0.5 at all ROW center lines 0.5 at Pronertv Line 1.0 at Property Line 1.0 at Property Line [1]: See Table 5-1: Uses by District [2]: The railxkmurn illL\-nir.,a'n level at the PFOper-ty line shall ben 2 f,,otcandlo 34 (G) Exemptions for a security plan. Government facilities, parks and open areas, utilities, and public safety,—an4-ethor u zz (see Table 5-1) where sensitive or dangerous materials are stored may submit to the Community Development Department a site security plan proposing exterior lighting that deviates from the standards in this division. The Community Development Department shall approve, or approve with conditions, the site security plan and its proposed deviation from the standards of this division, upon finding that: (I) Sign lighting. Lighting fixtures illuminating signs shall comply with the standards of this section, and exterior light sources shall be aimed and shielded so that direct illumination is focused exclusively on the sign face and the light source is not visible from off -site areas. A light distribution plan or other information demonstrating compliance with the lighting requirements of this ordinance. SECTION 26. § 153.064 SIGNS is hereby amended to read as follows: (H) General provisions. (2) Setbacks. All freestanding signs shall be set back 15 feet from any property line abutting a public right-of-way and five feet from any side or rear property line. No sign may be located within a drainage and utility easement. A certificate of survey may be required to verify sign setback in accordance with this ordinance. (8) p..,,, W a;spk-„ c;,.,,� ry v.., its shall display ; a ecxiGpicuow lmnn--f the , nit stieko,-or- stiek-- numb are .t i. aek t b ok, olNall x t ha-yv an Rio se ,.,ating the faees o eedi g zn degrees unlow the total area of both sides added together- does not exeeed the .nuxim,urs -\kla ..able sign area far thm disc -iet (11) Square footage calculation (total area = A x B): (a) For wall signs, the area of a sign shall be that area within the marginal lines created by the sign surface which bears the advertisement or, in the case of messages, figures or symbols attached directly to the part of a building, which is included in the smallest rectangular figure which can be made to circumscribe the message, figure, or symbol displayed thereon. (b) For monument signs, area shall be calculated as for wall signs. Structural members of the sign, including supports or other decorative features shall not be considered as a part of the measured sign area. (c) For pylon signs, the entire area of the sign face or cabinet shall be considered as a part of the measured sign area. Structural supports, provided that they have no message or other graphics, shall be exempt from the area calculation. 35 (d) A freestanding_ sign or sign structure constructed so that the faces are not back to back, shall not have an angle separating the faces exceeding thirty (30) degrees unless the total area of both sides added tog_ ether does not exceed the maximum allowable sign area for that district. (20) Design and materials standards for signs in commercial districts, industrial districts, the CCD District, and PUDs, and1geFfemianee based e hrnee (J) District regulations. In addition to the signs allowed by § 153.064(C) and § 153.064(I), the following signs shall be allowed within the specific zoning districts: (2) Within business and industrial zoning districts (see table 3-1), the following additional regulations shall apply: (d) Multiple occupancy commercial and industrial buildings. When a single principal building is devoted to two or more commercial or industrial principal uses, signs shall be allowed subject to review and approval of the Community Development Department based upon the following requirements: 1. The maximum individual sign sizes for multiple occupancy buildings and individual businesses that may display a sign shall not exceed the maximum provisions in the same zoning district in § 153.064(J). 2. Commercial retail, office, or mixed use multiple occupancy buildings may display a sibfreestanding sign consistent with the applicable zoning district provisions in § 153.064(J). 3. Individual tenants of a multiple occupancy building within a commercial or industrial zoning district shall no may display separate wall, canopy, or marquee signs except thr-o gh ,,,a,.v inis4ative sito plan oubmi plan subject to the following requirements: a. Such sign shall be limited to the maximum wall sign size permitted in the applicable zoning district provisions in § 153.064(J). Sign area shall be calculated based on the facade area of each individual tenant space. b. Such signs shall net be located e* on an exterior walls ab*ftinb G public—A-r-oot-amd GInsal be leearea on t more th�tcrrior -Halls whi h fae" rlahlis4eet facing residentially zoned properties or properties on which a residential use exists. c. A comprehensive sign plan is submitted that includes all of the following information: 36 (i) A site plan to scale showing the location of lot lines, buildings, structures, parking areas, existing and proposed signs, and any other physical features of the area included within the proposed comprehensive sign plan. (ii) Elevations to scale of buildings included within the comprehensive sign plan including the location of existing or proposed wall, canopy, or marquee signs. (iii) To scale plans for all existing and proposed signs of any type included within the comprehensive sign plan indicating area, dimensions, height, materials, colors, and means of illumination (if any). d. No permit shall be issued for a new or replacement sign for an individual tenant except upon a determination by the Community Development Department that it is consistent with the approved comprehensive sign plan. SECTION 27. § 153.066 TRANSTIONAL FEATURES is hereby amended to read as follows: (B) Applicability. (1) Transitional features shall be required when: (a) Di4'4o.-ent use Pfpes abut one other- (e.g. 0 side 4ia ' institutional, ' eemmer-eialf (b) Adjacent residential lots contain differing densities (e.g. a single- family home site adjacent to a duplex); (c) A lot is developing or redeveloping within the R-2, CCD or T-N zoning districts; 7� (�.7�b�unity D.Yic Wr-xant r epaftmov,4 dote -mines th 4 desig-n eompatib/lit•,, eannot be aehieved be4wee uses in the 1, B 2, B 3, B 1, (2) The-Community4kevelepmant Department addition to the use of 4r-ans tion l f atufe(s) ,A4evo c,--�- in nvoe , to ,-oa„�.o petentia cw-o hmipa . 01) Provide landscape buffer Tvpe "A" consistent with this ordinance. 37 SECTION 28. § 153.067 OFF-STREET PARKING is hereby amended to read as follows: (C) Change in use or occupancy. (3) Site plan drawing necessary. In all zoninz districts, Aall applications for a building permit or prior to a chanze in use for an existiniz buildinz or as required or a certificate of occupancy in all zoning districts shall be accompanied by a site plan drawn to scale and dimensioned indicating the location of off-street parking and loading spaces in compliance with the requirements set forth in § 153.067. (D) Prohibited uses related to off-street parking. (2) For single-family and two-family dwellings, off-street parking of passenzer, small construction, emeraencv or anv other commercial vehicles in the rear yard is prohibited as illustrated in Figure 4-11 and in Table 4-9. SECTION 29. Residential Uses Multiple Family In General § 153.067 TABLE 4-7 MINIMUM OFF-STREET PARKING SPACES BY USE is hereby amended and reordered as follows: Senior Housing- Independent Living 2.51_2 spaces for each dwelling „nit bedroom, of which two one must be enclosed, plus one guest parking space for every four units, or az ice,- e be speeified in the zoning distriet Rosefvat r ofafe equalto 1.0 cpaoo per unit Initial development shagfvquir-e my 0.5 s eoo por unit -,-and said number- of spaees may eentinue until sueh time as the City Couneil s d�'o G n=d f additie parking cpaeoa hug been ao,,. enst, ate .67 spaces per dwellinz unit, plus one z_ uest parkinz_ space for every six units Senior Housin-a —Assisted Livinjz 4.0 spaces plus. 67 spaces per dwellin-a unit, plus one guest parkinz space for every six units Assisted Living Facilities 4.0 spaces plus. 67 spaces per dwellinz unit. plus one Quest parkinjz space for every six units Ofvlee Uses Of� 3.0-spaeoo pluo at least one spaee for- eaeh inn €eet-e�floor &paae Commercial Uses Beafdifig House 0 Wvaa aeeonwnedatiofis e pr-wAded nor wkzopi g, Entertainment/Recreation, Indoor Commercial Bowling Alley 5.0 spaces for each alley plus additional spaces as may be required herein for related uses associated with the principal structure Theater 1.0 space for each four seats based on the design capacity of the main assembly hall; facilities as may be provided in conjunction with such buildings or uses shall be subject to additional requirements imposed by this chapter - If the theater is located in the original plat of Monticello, the required spaces shall be reduced to 1.0 space per five seats Other Uses See Parkinz Schedule #2. Offices. Professional and 1.0 space for each 350 feet of floor space Commercial - - Retail Commercial Uses Grocery Uses 1.0 spaces for each 200 square feet - If in the CCD district. one space per 350 sa_ uare feet of floor space In -General Retail 1.0 space for each 200 square feet - If in the CCD district, one space per 350 square feet of floor space - Home improvement retail uses shall require 1.0 space for each 225 square feet Convenience Retail 1.0 space for each 250 square feet floc aroa i3 daveted t st o publie ale or 0 war-ehouseT-a"a�try. The plus o o o for- eaeh 500 square feet of ste -age area ,. ber- of spaeaz may be dm m. nir�r deex-mined by either- f the liste shift pitts one spae-e options 0 oqu-co feet devoted to publio oalas E)r- setwiee Industrial Uses Wrecker and Towing Services See Parking Schedule #1 [§ 153.067(H)(2)] Machinery/Truck Repair and Sales See Parking Schedule #1 [§ 153.067(H)(2)] SECTION 30. § 153.067 OFF-STREET PARKING is hereby amended to read as follows: (E) Standards applicable to all uses. (4) Vehicular use area stall calculation requirements. (b) Floor area. 4. Required parking spaces may be reduced through alternative development types (e.g. Planned Unit Development, titilization of Per-f ,.m ee Based Fnhan: , etc) as permitted in this chapter. at (5) Vehicular use area design conditional use permit. Stall aisle and driveway design requirements outlined in § 153.067 may be lessened subject to the following conditions: (a) Any reduction OF deferral in requirements as provided in this section requires completion of the conditional use permit process outlined in § 153.028(D). (b) Final apprev4-af panki-xg and driveway d,-ain go plan. asseeiated . ,i conditional ttse fmit ry ost ohall be provided ; writing by Dopartmmxit. E g mpQmes greater- t the portion fbuilding permit roe alleeated for o ec plan rill beTaid by applieant prior- to oeetipaney ofstmetttfe.Where a proposed use clearly demonstrates affirmative design efforts toward the preservation and enhancement of desirable natural site characteristics, ordinance- required paved parking spaces may be reduced and installation deferred until such time as the need for the full complement of parking. The need shall be determined in conformance with a "proof of parking" plan so approved through a Conditional Use Permit. F TO (dc) The applicant must show, and the Planning Commission must find, that there are existing nonconformities of the property or specific circumstances related to site conditions .. -hies, are beef T aimimtedJay4he crpanoia or ,.emadeling which justify a deferral to the paving, landscaping, or curbing requirements. (e4) A deferral shall be considered by the city as a part of an application which includes full site plans, drawn to scale, of both the immediate paving, landscaping and curbing improvements and the ultimate paving, landscaping, and curbing improvements. (€e) In all districts other than the A-O District, this deferral shall apply only to the required paving, curbing and landscaping which is applicable to the existing portion of the use and building. Paving, curbing and landscaping attributable to any expansion shall be installed at the time of the expansion. design ofrnFts toward the r ,atio , and f desirable flatwal site paved parldng installation de fef ed , „ail s e.- tifne s the need for- the r,ii , rio,.. e .� parldng. Tho noed shall be detef. fined ; �orTkanw -i ' f parking plan so approved by the Development Depar-tment. shall be required for- the installation f any s aas� r` anal i-tended t be „tilized for- off str-eeparking. The roe rn,.., .N stFect parking past Onall be--jct4or&k in a fo"shea„Ie .,.aopte.7 by the C*-y Couneil.ie fee payment shall -uc66 the permit applieation. (F) Standards applicable to residential uses. (1) Location of required parking in residential areas. (a) For single-family and two-family dwellings, off-street parking on a paved driveway within 15 feet of any street surface shall be allowed as long as it does not block any public sidewalk or pathway. For single- family and two-family dwellings, parking shall be located as found in Table 4-9 and Figure 4-I1. Parking on anv side of anv detached accessory structure shall be prohibited except in such case that the detached accessory structure is the onlv garage for the property. (b) In the case of townhouse dwellings, parking shall be prohibited in any portion of the front yard except designated driveways leading directly into a garage or one open paved space located on the side of a driveway away from the principal use. Said extra space shall be surfaced with concrete or bituminous material. For single family and two family ` weUi-'go, parking shall be i,,eatea s found in TaVlo 'I 9 "mum 1 11. SECTION 31. § 153.067 OFF-STREET PARKING, TABLE 4-9 is hereby amended to read as follows: TABLE 4-9 YARD FO REQUIREMENTS FOR OFF- STREET PARKING AREAS & DRIVEWAYS IN RESIDENTIAL AREAS Location Diagram Passenger Recreational Emergency Small Other Area Key Vehicles Vehicles Vehicles Construction Notes Vehicles Side yard G Yes, within Yes, within a Yes, within a Yes, within a Must on a space space space space maintain corner lot consisting consisting consisting consisting of minimum facing a of the 15 of the 15 feet of the 15 feet the 15 feet -36 public feet adjacent to the adjacent to adjacent to the foot street adjacent building. the building setback to to the (unsurfaced) building (surfaced) side lot building (surfaced) line in all (surfaced) cases. T44s space ma t r within feet ^F thp Fight way, provided screening is i eI 41 (2) Vehicular use area design in residential areas. (a) Curb cuts and access. 1. Single-family uses shall be limited to one curb cut access per property. 2. Curb cut access shall be at a minimum three feet from the side yard property in residential districts. 3.For single and two-familv uses, a driveway or other impervious surface leading to a detached accessory structure in the rear yard shall require authorization through conditional use permit, unless such drivewav serves a structure in the rear yard that is the only garage for the residential use. (c) Residential district garage requirements. In all residential zoning districts, all detached single-family homes, two-familv and duplex units shall include development of an attached or detached garage. The minimum size requirement for the garage floor shall be 450 sq. ft. with a maximum door height of 9 ft. and minimum garage door opening of 16 ft. with the following exceptions and/or deviations by district: 1. R-1 District. An attached garage of at least 550 square feet shall be constructed as part of any single-family home. 2. R-A District. a. An attached garage of at least 700 square feet shall be constructed as part of any single-family home. (G) Standards applicable to commercial, industrial and civic/institutional uses. (2) Vehicular use area design applicable to commercial, industrial & civic/institutional uses. (a) Access and curbing. 4. Adjoining business pr-epei4ies may allow e o33 parking and aeoess if au4hor-ized by a nd tional Lazoper- ther-equir-ements of-* a. The r red iolm-nd md!a-nlsoopixg re b. They--hiou1-r lm area opts the requiredseth ek .,t the perimeter- of the par -eels in "estion. e. The , r-b eut aeeess ,,,,.,bons to parking let(s) e appr-eved by the eity. da-A shared parkin pr-evided by *ho parks- ra r-eeer-ded against all sttbjeet pr-opeffies. 42 (c) Perimeter vehicular use buffer. 1. Open, non-residential off-street parking areas shall be designed to screen headlights -from abutting ^r s,,,...,,,,ndin . residential districts through the use of a half -berm design. Said design shall -be required in all instances where headlights are directed at surrounding or abutting residential -properties. A half -berm is required in addition to any buffer yard landscaping requirements with a design -as illustrated in Figure 4-12:_ (3) Joint facilities for commercial, industrial & civic/institutional uses. The Gi Council may, after ro -port and r endatio f ,,r tho Planning Gommim/off appr&w aA conditional use permit for one or more businesses to provide the required off-street parking facilities by joint use of one or more sites where the total number of spaces provided are less than the sum of the total required for each business should they provide them separately. When considering a request for such a permit, the Planning Commission shall not recommend that such permit be granted nor the Council approve such a permit except when the following conditions are found to exist: (4) Cross parking facilities for commercial, industrial & civic/institutional uses. Adioining business properties may allow cross parking and/or access if authorized by a Conditional Use per the requirements of Section 2.40) and subiect the following conditions: (a) The rea_ uired island and landscaping_ requirements in $ 153.060 are met. (b) The vehicular use area meets the rea_ wired setback at the perimeter of the parcels in question. (c) The curb cut access locations to the parking_ lots) are approved by the Citv. (d) A shared parking/access and maintenance agreement is provided by the parking owners and recorded against all subiect properties. (e) A properly drawn legal instrument executed by the parties concerned for ioint use of off-street parking facilities, dulv approved as to form and manner of execution by the Citv Attornev, shall be filed with the Citv Administrator and recorded with the Countv Recorder. SECTION 32. § Section 153.069 GRADING DRAINAGE, STORMWATER MANAGEMENT AND EROSION CONTROL is hereby amended to read as follows. (A) Purpose. (4) This chapter is intended to meet the current construction site erosion and sediment and waste control and post -construction stormwater management regulatory requirements for construction activity and small construction activity 43 (NPDES Permit) as defined in 40 CFR pt. 122.26(b)(14)(x) and (b)(15), respectively. (D) Grading, drainage, stormwater management, and erosion control plan requirements. Grading, drainage, stormwater management and erosion control plans are required for any activities that require a grading permit as defined in § 153.028(M). The plans shall contain the following information and be in conformance with the city's plan requirements and design guidelines ("design manual"): (5) A copy of the applicant's Minnesota Pollution Control Agency's Permit for discharging stormwater from construction activity (MN R100001), if the area of disturbed land is equal to or greater than one acre or if proiect meets the definition of common plan of development that covers one (1) acre or more.. A stormwater pollution prevention plan must be prepared and must meet the NPDES requirements and conform to the SVWPPP standards specified in the MPCA NPDES construction general permit (Permit No: MN R10001). SECTION 33. § 153.070 BUILDING MATERIALS is hereby amended to read as follows. (C) Residential district requirements. (1) All residence districts. No metal siding shall be permitted wider than 12 inches or without a one-half inch or more overlap and relief. (2) R-1 and R-2 Districts. A minimum of 15% of the front building fagade of any structure in the R-1 or R-2 Districts, less the square footage area of windows and garage doors, shall be covered with brick or stone. Any attached or major detached accessory building that can be seen from the street shall meet this same standard when consistent with the principal structure. Structures with front facades covered by at least 70% stucco or real wood may reduce the brick or stone coverage to 5%. The Planning Commission may approve optional fagade treatments prior to building permit throw-ah site plan review when additional architectural detailing so warrants. Such detailing may include usable front porches, extraordinary roof pitch or other features. (3) R-A and T-NDistricts. A minimum of 20% of the front building fagade of any structure in the R-A or T-N zoning district, less the square footage area of the windows and garage doors, shall be covered with brick or stone. Any attached or major detached accessory building that can be seen from the street shall meet this same standard when consistent with the principal structure. Structures with front facades covered by at least 70% stucco or real wood may reduce the brick or stone coverage to 10%. (4) R-3 District and other districts with multiple family housing. A The R-3 and R-4 District and other districts with multiple -family housing shall be subject to building material standards as follows: (a) aAll building walls facing a public street shall be covered with stone, brick, cultured masonry simulating brick or stone, or other enhanced materials aeeeptable to the City Gotmeil to an extent not less than 20% of the exposed wall silhouette area. In addition, (b) mMultiple-family structures of 13 or more units shall, when using lap horizontal siding, be constructed of heavy gauge steel or cement - board, with no use of vinyl or aluminum permitted. Natural wood or species that is resistant to decay may be permitted s.heFe approved by the (6) Building materials and design for the CCD District. All buildings within the CCD shall meet the materials and design standards of the Comprehensive Plan as defined by the Downtown Monticello Small Area Plan Amendment, the requirements of the CCD District, as well as the standards in § 153.070Lor Business District Requirements. In the case of a conflict between these standards, the stricter of the standards shall be applied. SECTION 34. § 153.090 USE TABLE is hereby amended to read as follows. (A) Explanation of use table structure. (1) Organization of Table 5-1. Table 5-1 organizes all principal uses by use classifications and use types. (a) Use classifications. The use classifications are: agricultural uses; residential uses; civic and institutional uses; ^use; commercial uses; and industrial uses. The use classifications provide a systematic basis for assigning present and future land uses into broad general classifications (e.g., residential and commercial uses). The use classifications then organize land uses and activities into specific "use types" based on common functional, product, or physical characteristics, such as the type and amount of activity, the type of customers or residents, how goods or services are sold or delivered and site conditions. TABLE 5-1: USES BY DISTRICT Use Types Base Zoning Districts "P" = Permitted "C" = Additional Conditionally A R R R T R R M B B B B C P 1 1 1 Requirements Permitted O A 1 2 N 3 4 H 1 2 3 4 1 2 "I" = Interim D D C Permitted Commercial E P P lodging P ..q Z C Commercial self -storage a Day care C C C P P C centers Financial P E P Institution P `� 45 Retail service P P P in the Pointes at Ged jib SECTION 35. § 153.091 USE SPECIFIC STANDARDS is hereby amended to read as follows. (C) Regulations for residential uses. (2) Attached dwelling. (a) Regulations applicable to all attached dwelling types. 1. Trash handling and Pee-yeling. Multiple family structures mcco thar. f^,, b unitr, vl,.\all a, here to the aeeesser-y standards f6r4afge-t,-,wh handling and tteyeling areas as outlined _Mi § 153.092. (b) Duplex and Two -Family Dwellinjzs (d) Multiple family. 4. If in the B-1, B-2 or CCD district, multiple -family units shall be in the form of apartments or condominiums located above the first floor of the building, unless otherwise authorized to be on the first floor by a conditional use permit meeting the following additional standards: a. The proposed site for residential use is consistent with the goals and objectives of the r,,,.,,.,t,.w RenzUlza\Ka Citv's Comprehensive Plan and detailed in the Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan " (4) Manufactured homes/manufactured home park. (b) Manufactured home parks. Development of new manufactured home parks shall be encouraged to use the planned unit development (PUD) process to allow the city to vary or modify the strict application and requirements for manufactured home parks to more readily accommodate this type of development. However, absent development through a PUD, the following requirements shall apply: 1. In general: b. Each designated mobileanufactured home site shall not be less than 2,500 sf. 8. Accessory Structures a. Accessory storaze buildings servinjz the overall park and not an individual unit in manufactured home Parks. if not reviewed .e and approved as part of PUD, shall be conditionallv permitted subiect to the following additional requirements: (i) The storage building and anv accompanving outdoor storage area shall be for the sole use of the residents of the manufactured home park and shall not be used by non- residents. (ii) Accompanving outdoor storage areas shall be fully screened from surrounding manufactured home units and adiacent properties. b. For individual residential units within a mobile or manufactured home park, the following standards shall apply: (i) Only one detached accessory structure, maior or minor, shall be allowed. (h) The maximum area of detached accessory structure shall be 300 sauare feet. (iii) The maximum height of the structure shall be 1 S' as measured at the median height of the roof. (iv) The detached accessory structure may not be located between the front line of the residential unit and the park access road. (v) Such structure shall be located five (5) feet from anv other structure. (vi) The location of accessory structures shall be permitted only with the permission of the manufactured home park owner. (vii) Detached accessory structures exceeding 300 sauare feet shall require authorization through conditional use permit, which shall be subiect to the following requirements: A. Permission of the park owner. B. Detached accessory structure shall have access to the park road. C. No other detached accessory structure shall be permitted. D. The maximum height of the structure shall be 1 S' as measured at the median height of the roof. 47 (D) Regulations for civic and institutional uses. (2) Assisted living facilities. (a) The development must be contained on an independent simile parcel; 30% of the parcel must be preserved as open space at least two-thirds of which shall be useable. ( a) Tha site of the main r r-a e of the p „opal u3e ; e ,oaor- s i,,eatea within 190 feet of r-e,,, har tmmlt owe (f) Efficiency units shall be a minimum floor area of 440 square feet, and shall not exceed 20% of the total number of apartments in a multiple dwelling, or the maximum established in the district, whichever is less. (4) Hospitals. A hospital shall: (a) Be located on a site of at least five acres. (b) Be located on a parcel that fronts or has direct access to an arterial or collector street. (c) Be served by public water and wastewater systems. (d)Side vards shall be double the minimum requirements established for the applicable district. (e)When abutting a residential use in a residential use district, the property shall be screened with an aesthetic buffer (Table 4-2, Buffer Tvpe "B ") in accordance with section 4.1(G) of this ordinance. (Ndeauate off-street parking_ and access is provided in compliance with Section 4.8 of this ordinance and that such parking is adequately screened and landscaped from surrounding and abutting residential uses in compliance with Section 4.1(F) of this ordinance. (_Mdeauate off-street loading and service entrances are considered and satisfactorily provided in accordance with Section 4.9 of this ordinance. (h)Exterior lighting standards outlined in Section 4.4 of this ordinance shall be met. (7) Public buildings or uses: (a) When abutting a residential use in a residential use district, the property shall be screened with an aesthetic buffer (Table 4-2, Buffer Type "B") in accordance with section 4.1(G) of this ordinance. (b) Conformity with the surrounding neighborhood is maintained and required setbacks and side yard requirements are met. (c) Adequate off-street parking and access is provided on the site or on lots directly abutting the principal use in compliance with Section 4.8 of this ordinance and that such parkinz is adeauatelv screened and M. landscaped from surrounding and abutting residential uses in compliance with Section 4.1(F) of this ordinance. (d) Adequate off-street loading and service entrances are considered and satisfactorily provided in accordance with Section 4.9 of this ordinance. (d e) Exterior lighting standards outlined in Section 4.4 of this ordinance shall be met. (E) Regulations for commercial uses. (1) Adult uses: See $153. 046(T) (2) Auction house. (m) All outside storage and outdoor sales and displav, if allowed, shall be effectively screened from public view in accordance with § 153.060(I) and limited to 10% of the gross floor area of the principal use building. (3) Auto repair — minor. (b) Repair of all vehicles shall occur within an enclosed building. Temporary outdoor vehicle storage may be allowed in an outdoor storage area that is no larger than 25% of the buildable area of the lot, is located behind the front building line of the principal structure, and is screened with a wooden fence, maintenance free vinvl or masonry wall in accordance with § 153.062, Fences & Walls. (f) When abutting a residential use, the property shall be screened with at least a semi -opaque buffer in accordance with fTable 4-2, Buffer Tvpe "C") in accordance with & 153.06M) of this ordinance. (4) Automotive wash facilities. dons aN.41 appl;,: 1. The ear oh b'aildin c*pal b'aildirrg rnuot meet the ar-ekite--\17,inu� roguir-ements-of the "GGD" distfiet and designzevi is een"eted by o Planning Gornrniwiair. 2. The opaze v is seivened f r, .,butting o 3.'�e generated the use, ineludingvacuumo, iz m6tigated by lee-ation or are reside ial u000 and pedestrianor- „tdee - , l aefivifiw. Doom af-oar wazh n2u MI and df ye,. must be employed t ., a eo-mpliase-et. n Lighting . o the s;o-ahall be in eomplianee with § 153.063. 5. &gage meets the I, of the GGD zoning distr et an is .oa b , tho Planning Commission. ti Drive 9ffough t,.,,ff;,, does not into, ro, o with podokaian ratites around and/or- through the property. 7�.-4 m. ilKmuzn a (five stacking s es r^r oar wa`1h c , is pre—ded that avoids inter-fer-enee with other txaffie on the site. Q cite landsppio pra ,ide t ,,.,;tin to tl. arcs^ rt f ro�o v—�n�snuTja t eone - anAor aophalt�g. Tho use r ito,.�,.,ti r ,F faces ; vehieloo p,ior to exiting the site to the publie street 1n�othor appli,.able ro r s of the City's Zoning Ordiramo are , cider-e ,,n fnet (7) Commercial lodging. (b) In the CCD District, the following additional standards shall apply: 1. The principal building lot coverage is no less than 50% of the property, exclusive of easements devoted to public pedestrian use or other outdoor public spaces. 2. The building, site, and signage meet the standards for the "CCD" District and design r o is „duete r tN� Plan ,ng ceffifflissie . 3. The proposed use demonstrates compatibility and consistency with the City's Comprehensive Plan and the Do-unta Revitalization P! as detailed in the Comprehensive Plan Amendment entitled `Downtown Monticello Small Area Plan. (11) Day care center. (d) In addition to divisions (a) through (c) above, day care centers in the IBC and I-1 district, shall adhere to the following additional requirements: (13) Entertainment/recreation — outdoor commercial. (a) When abutting a residential use, the property shall be screened with at least a semi -opaque buffer (Table 4-2, Buffer Type "C") in accordance with § 153.060(G). (b) Adequate measures to contain the proposed activity on the subject site shall be provided_ (c) Dust and noise are controlled consistent with Citv Ordinance. (d)No auctions shall take place on the premises. 50 (e)Hours of operation shall be limited to 7: 00 AM —10: 00 PM. (fl All lighting shall be in compliance with Section 4.4 of this ordinance. (17) Kennels (commercial): (a) The kennel shall be sufficiently insulated so no unreasonable noise or odor can be detected off the premises. (b) Any open runs or pens used to house animals shall be located at least 75 feet from any lot line. (c) Accessory uses to a kennel may include retail sales and grooming services, as long as the accessory uses do not occupy more than 25% of the total gross floor area of the principal building. (d) All kennels shall operate in conformance with Cit_v Code rep_ uirements and licensures. (18) Landscaping/nursery business. (a) The business shall be located next to a collector or arterial street as identified in the comprehensive plan, or otherwise located so that access to the site will not conduct significant traffic on local residential streets. (b) Exterior- displays visible from .,djaee t p „e-ties o right of'.. ay shall. be lifnited to plants , gloss other -wise appr-eved by she City Getineil. (20) Offices (commercial). Regulations for- offiee (a) Outdoor storage and Accessory Building — Major shall be prohibited. (21) Offices (professional) includingfinancial institutions. (a) Outdoor storage and Accessory Building — Major shall be prohibited. (22) Personal services. (a) Outdoor storage and Accessory Building — Major shall be prohibited. (b) Drive-thru service shall require authorization through conditional use Permit in accordance with Section 5.2 of this ordinance. (25) Repair establishments. (a) Outdoor storage and Accessory Building — Major shall be prohibited. (26) Restaurants. (c) Restaurants having drive -through facilities shall require a conditional use permit and comply with the following standards: 7. If in the CCD District, the following standards shall also apply: a. The design of the site promotes pedestrian access adjacent to and along the property. 51 b. Site lighting shall utilize fixtures similar in style to that designated by the city for use in public areas of the "CCD" district. c. The building, site, and signage meet the standards for the "CCD" district and design review is conducted by the Planning Commission. d. Drive through facilities comply with the requirements of § 153.092(D)(14). e. The proposed use demonstrates compatibility and consistency with the City's Comprehensive Plan and the T,,.....,*,.w- Revitalizatiox Kax as detailed in the Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan. (27) Retail commercial uses (other). (a) If the retail sales includes consignment sales, the following standards shall apply: 1. Sales and stor-.,g hall nat exeeed 1,000 oquaro feet in area 31. No auctions shall take place on the premises. 42. There shall be no outside storage. (28) Specialty eating establishments. (a) Drive through serviced as an aeees,.n, use within the aWioablo d shall be reviewed throu-ah the conditional use permit Process and shall be located to the side or rear of the building whenever feasible. (29) Vehicle fuel sales. (a) Regardless of whether the dispensing, sale, or offering for sale of motor fuels and/or oil is incidental to the conduct of the use or business, the standards and requirements imposed by this chapter for motor fuel stations shall apply. These standards and requirements are, however, in addition to other requirements which are imposed for other uses of the property. (b)A principal buildinz is required wherever fuel pumps are to be installed, which square footaze shall be a minimum of 10% of the total lot area. (b c) Wherever fuel pumps are to be installed, pump islands shall be installed. (e d) All signing and informational or visual communication devices shall be minimized and shall be in compliance with § 153.064. (d d) Provisions are made to control and reduce noise. 52 (el) If in the CCD District, the following standards shall also apply: 1. The design of the site promotes pedestrian access adjacent to and along the property. 2. No more than two curb cuts of 24 feet in width or less shall be permitted. 3. Site lighting shall utilize fixtures similar in style to that designated by the city for use in public areas of the "CCD" district. 4. The building, site, and signage meet the standards for the "CCD" district and design review is conducted by the Planning Commission. 5. The proposed use demonstrates compatibility and consistency with the City's Comprehensive Plan and the r,owni,,,,,,, De��os Plan as detailed in the Comprehensive Plan Amendment entitled "Downtown Monticello Small Area Plan". (30) Vehicle sales or rental. (g) There is a minimum lot area of 22,500 square feet and minimum lot dimensions of 150 feet by 130 feet. ik d-, it age-sy4--,n oubj eet te the approvalof the Go,~,n-aunit..Development r,epaFt,, e t zkm11 be installed. (h) A draina-ze system subiect to the approval of the Community Development Department shall be installed. (F) Regulations for industrial uses. (1) Automobile repair - major. (g) The advet4ising wall f4eing the publie right of way shall eensist of no more than 500% metal material. (h) The s n,,afyor-non ,,dvei4isi g wall cirrg a pubis right ,.f way monotony of a single eolor- flat sur-faee-. (3) Commercial self -storage facilities. (a) Site layout. 1. The minimum lot area shall be at least two acres. 2. If separate buildings are constructed, there shall be a minimum separation of ten feet between buildings and shall be authorized through establishment of a planned unit development. bo N—mitt. faeilit-yuse, provided that the following standado ana 1. No outdo arogo shall bo viv.W.o ft,.,.v, off site views. 7 The t l , ;thin a designated area, "i�h z: riz�.s storage irrrvcv-r gn , shall be eleafly 53 3. The size of the storage oa shall nat exceo3 250/6 of the buildable area of the site. n Outdoor- storage oas shall be loeated t the rear of the prineipal stmet-u -e and by s ee ed with a wooden f nee o masefffy wall t least eight feet high. 5. Stor-agMl nat eecu -Within the areas et &kle for building sethaeks. ti N aM, stae1 ing of be ,to olmll be re,-,mateperfaitted on site. 7. Vehielo:,shall bo allawed o the premises for ster-age only, (11) Machinery/trucking repair & sales and ind- trig' (14) Recycling and salvage center. (c) Except for a freestanding office, no part of the center shall be located within 4725 feet of any property line, or the minimum buffer yard setbacks required in § 153.060(G), whichever requires the greater setback. SECTION 36. § 153.091 USE SPECIFIC STANDARDS, Division (F) Regulations for industrial uses is hereby amended to add the following subsection and renumber sections accordingly. (8) Industrial services. (a) The entire site other than that taken up by a building, structure, or plantings shall be raved. (b) A drainage system subiect to the approval of the Communitv Develonment Denartment shall be installed. (c) The liLhtin2 shall be accomplished in such a way as to have no direct source of lisht visible from adiacent land in residential use or from the public right-of-wav and shall be in compliance with Section 4.4 of this ordinance. (d) When abutting a residential use, the property shall be screened with an opaque buffer (Table 4-2, Buffer Tvpe "D") in accordance with section 4.1(G) of this ordinance. (e) Parking or car magazine storage space shall be screened from view of abutting properties and the public right of wav in compliance with Section 4.1(F) of this ordinance. (f) All si2nin2 and informational or visual communication devices shall be minimized and shall be in compliance with Section 4.5 of this ordinance. 54 (g) Provisions are made to control and reduce noise. (h) No outside storage except as permitted or conditionallv permitted in compliance with Section 5.3(D)(26) of this ordinance. (i) If the business requires the use of large commercial vehicles or other large machinerv, a specific area shall be designated for the exterior storage of the vehicles and equipment. SECTION 37. § 153.092 ACCESSORY USE STANDARDS is hereby amended as follows: (B) General standards and limitations for accessory uses and structures. (2) General standards. All accessory uses and accessory structures shall meet the following standards: (a) Directly serve the principal use or structure; (b) Be customarily accessory and clearly incidental and subordinate to the principal use and structure; (c) Be subordinate in area, extent, and purpose to the principal use or structure; (d) Be owned or operated by the same person as the principal use or structure; (e) Be located on the same lot as the principal use or structure, subject to the public improvement project exception as regulated by § 153.106(D)(1); (f) Not be constructed or established prior to the time the principal use or structure is constructed or established, subject to the public improvement project exception as regulated by § 153.106(D)(1); (g) Together with the principal use or structure, not violate any standards of this chapter; (h) Not be located within platted or recorded easements or over underground public utilities without an encroachment agreement issued by the Communitv Development Department, (i) An accessory building shall be considered an integral part of the principal building if it is connected to the principal building either directly or by an enclosed passageway. Such accessory buildings shall adhere to requirements for the principal building; 0) If a principal building is proposed to be removed with no immediate replacement, all accessory structures shall also be removed; 55 (k) Not constitute a combination use, which is the combination of two principal uses (combination uses will not meet the above standards in terms of being subordinate or providing service to the principal use). SECTION 38. § 153.092 ACCESSORY USE STANDARDS, TABLE 5-4: ACCESSORY USES & STRUCTURES is hereby amended as follows: TABLE 5-4: ACCESSORY USES & STRUCTURES BY DISTRICT Use Types Base Zoning Districts "P" = Permitted C = Additional C P I Conditionally A R R R T R R M B B B B I I Requirements Permitted O A 1 2 N 3 4 H 1 2 3 4 D D C 1 2 "I" = Interim Permitted Drive -through g g g P P P§ 153.092(D)(14) services C C C C a C C C Office P P P P P P P P_ none Outdoor P P P P P P P P P P Residential storage / / § 153.092(D)(27) C C (a) Industrial § 153.092(D)(27) (b) 106 City Code Sidewalk Cafe P P P P 1 SECTION 39. § 153.092 ACCESSORY USE STANDARDS is hereby amended as follows: (D) Additional specific standards for certain accessory uses. (2) Accessory building — major. (a) In all residential districts except M-H, the following shall apply: 2. Private garages. a. Private garages shall be used by the family or families residing upon the premises, except as follows: (i) One-half of the private garage spaces on the premises can be rented to non-residents of the property for private passenger vehicles and/or non- commercial vehicles, trailers, or equipment if sufficient off-street parking in full compliance with this chapter is provided elsewhere on the property. (ii) All of the pr-iva4e gar -age spaees on the pr-emis ean be r-ei+ted to non residents of the pr-epei4y fe 56 ci'hioloo asa lee- non eommer-eial vehicles, trailers, er equipment if the available doe of o oa two spaees. (b) In the M-H district, the f ' standards of 153.09](C)(4)(8) shall apply.: 1 n eeessefy ster-a e buildings in manuf et lre ho f-ks if not reviewed a*d apffOved co pa:t f PTTn � be eonditionally peFmitted s*eet to the folio additional a. The ster- o building asa „t,aoo storage aFoa ohall be f the sole , ith,o , s;ide is of the „ f et rod h,.mo paAk- asd dha11 n t be used by non residents. (35) Trash handling and recycling collection area. (a) Multiple -family structures with more than four dwelling units shall adhere to the following: 1. All large trash handling and recycling collection area(s) shall be: located within the principal structure and be totally screened from public view by the principal building b. Be ste-re . ,; his an a eenstpdeted of building fnater-ials eornpatiNle with the pr-ineipal stfuEture, eneloso f readily sef-,�ed thr-ough swinging doe SECTION 40. § 153.092 ACCESSORY USE STANDARDS, TABLE 5-5 REQUIRED STACKING SPACES FOR DRIVE-THRUS is hereby amended as follows: TABLE 5-5: REQUIRED STACKING SPACES FOR DRIVE-THROUGHS Use or Activity [ 1 ] Minimum number of Measured From [2] Specialty Eatinz Establishments - Coffee shops Restaurants Stacking Spaces (per lane) 12 -5 8 per order board 57 Window Pick-up window SECTION 41. § 153.092 ACCESSORY USE STANDARDS is hereby amended to add the following subsection and subsequent subsections shall be reordered accordingly. (31) Sidewalk Cafe (a) Sidewalk cafes shall be subject to the rep_ uirements of Citv Code, Chapter SECTION 42. § 153.093 TEMPORARY USE STANDARDS is hereby amended as follows: (C) General standards for temporary uses. Temporary uses, structures, or events shall comply with the following: (1) Obtain the appropriate permits (as required), includinz the siznature of the property owner on which the temporary use is proposed, (E) Specific standards for temporary uses. (6) Temporary storage in a portable shipping container. Temporary storage in a portable shipping container shall be permitted to serve an existing use subject to the following standards. (a) For residential uses, a portable shipping container shall not be located: 1. On a lot without prior approval from the Community Development Department; 2 in ^ ,.o, uir-e front .,^,.a On an unimproved or unpaved surface; 3. Within ten feet of any lot line or structure; 4. In a manner that impedes ingress, egress, or emergency access; and 5. On an individual parcel or site for more than 30 total days over any one-year period. (7) Tents, canopies, tarp garages, and hoop buildings. Tents, canopies, tarp garages, and hoop buildings or similar membrane structures shall: (a) Obtain a building permit from the Community Development Department; (b) Maintain a minimum clearance of -29 6 feet from all other structures and tents; (c) Not exceed more than two one on a single parcel (the Community Development Department may approve more than two as a part of a special event permit on a single parcel ; W. (d) Not be erected for more than a total of 30 days in any calendar year with the exception of those uses with valid permits issued under § 153.093(E)(8) through (11); (e) Be limited to a maximum of three occurrences per parcel per year; (f) Not be placed within required landscape areas; (g) Not obstruct emergency vehicle access to adjacent lots or disrupt pedestrian circulation; and (h) The lot or site shall be restored to its original condition within two days of removal of the tent, canopy, tarp garage, or hoop building. SECTION 43. § 153.106 AUTHORITY TO CONTINUE is hereby amended to read as follows: (A) Legally conforming existing structures and uses in existence on the effective date of this chapter as denoted in § 153.004 which become nonconforming to this chapter shall be considered legally nonconforming and shall be treated as follows: (1) A use which is no longer permitted due to a change in zoning shall be considered a legally nonconforming use subject to all conditions for such use as outlined in this chapter, and shall not be expanded, except that legally nonconforming owner -occupied residential uses may be expanded to improve livability, provided the expansion meets all other applicable conditions of the zoning district in which the residential use is located and does not increase any existing nonconforming condition on the property, including the number of residential units in a building. (2) A structure which becomes nonconforming to a required setback or setbacks shall be viewed as a legally nonconforming structure, subject to all conditions for such structure as outlined in this ordinance, and may be continued, including through repair, replacement, restoration, maintenance, or improvement, but not including expansion, except as allowed by paragraph H below. SECTION 44. § 153.124 ENFORCEMENT GENERALLY is hereby amended to read as follows: (B) General inspections. (2) If the owner, licensee, resident, or other person in control of a premises objects to the inspection of or entrance to the property, the Community Development Department may petition a court of competent jurisdiction for a search warrant to authorize entrance to the property. Such a warrant shall only be used to determine whether the provisions of this chapter or related state statute are being complied with and to enforce this chapter or related state statute. No unrelated criminal charges shall be made as a result of the warrant. No warrant shall be issued unless there is probable cause to issue the warrant. Probable cause W occurs if the search is reasonable. Probable cause does not depend on specific knowledge of the condition of a particular property. SECTION 45. § 153.999 PENALTY is hereby amended to read as follows: (B) The city may also enforce any provision of this chapter by mandamus, injunction, or any other appropriate remedy in any court of competent jurisdiction. No related city permit, license or other approval will be issued to a person or property that has an outstanding notice of violation that is not being appealed, or is not subject to the provisions of a stipulation, order or settlement regarding that violation. SECTION 46. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title XV, Chapter 153, 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 47. 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 Hal Lloyd Hilgart, ayor ' ATT4SeiS, W Je iniCity Clerk AYES: Gabler, Hilgart, Hinz, Martie, and Murdoff NAYS: None ORDINANCE NO. 803 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE XV OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, AMENDING THE MONTICELLO OFFICAL ZONING MAP BY REZONING THE FOLLOWING PROPERTY FROM 1-1, LIGHT INDUSTRIAL DISTRICT TO IBC, INDUSTRIAL BUSINESS CAMPUS DISTRICT Lot 5, Block 1, Thomas Park PID: 155-038-001050 THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. The Official Zoning Map of the City of Monticello is hereby amended by rezoning of Lot 5, Block 1, Thomas Park (PID: 155-038-001050) from 1-1, Light Industrial District to IBC, Industrial Business Campus Section 2. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 3. The City Clerk is hereby directed to make any changes required by this Ordinance as part of the Official Monticello City Code, Chapter XV 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 and map amendment, 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 27th day of March, 2023. b Lloyd Hilgart, Mayor ATTEST: Nu Jeqnifer S �-eib�er City Clerk ORDINANCE NO. 803 AYES:Gabler, Hilgart, Martie, and Murdoff NAYS: None. Absent: Hinz ORDINANCE NO. 816 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING CHAPTER 153 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE GREAT RIVER PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B-3, HIGHWAY BUSINESS DISTRICT TO PUD, GREAT RIVER PLANNED UNIT DEVELOPMENT DISTRICT: LOT 1, BLOCK 1, GREAT RIVER SECOND ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section §153.047 — Planned Unit Developments, is hereby amended by adding the following: (_xx_) Great River PUD District (a) Purpose. The purpose of the Great River PUD District is to provide for the development of certain real estate subject to the District for multi -family residential land uses. (b) Permitted Uses. Permitted principal uses in the Great River PUD District shall be multiple family residential uses on the subject property, subject to the approved Final Stage Development Plans dated November 11, 2023, and development agreement dated 2023, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of §153.028 (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. For the Great River PUD, storage and keeping of commercial vehicles, equipment, and related materials of residents of the district shall be an allowed accessory use within detached garage spaces as approved on the Final Stage PUD plans. No such storage or equipment shall be permitted within the principal residential structure. (d) District Performance Standards. Performance standards for the development of any lot in the Great River PUD District shall adhere to the approved final stage PUD plans and development agreement. (e) In such case where any proposed improvement is not addressed by ORDINANCE NO.816 the final stage PUD, then the regulations of the R-4 Residential District shall apply. (f) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the §153.028(0)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-3, Highway Business District to PUD, Great River Planned Unit Development District: Lot 1, Block 1, Great River 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 S. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this 131h day of November, 2023 ATTEST: Jennifer I-�,�e ber, City Clerk AYES:Gabler, Hinz, Martie and Murdoff NAYS: Hilgart Lloyd Hi art, V�ayor V 2 City Council Agenda: 1/22/24 2G. Consideration to approve a Request for a Conditional Use Permit for Drive -Through Services as an Accessory Use in the B-3, Highwav Business District. Applicant: Todd Olin Prepared by: Stephen Grittman, City Planner Reviewed by: Community Development Director, Chief Building and Zoning Official, Community & Economic Development Coordinator, Assistant City Engineer ACTION REQUESTED Meeting Date 1/22/2024 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Planning Commission unanimously recommends approval of the conditional use permit. Motion to approve the Conditional Use Permit for an accessory drive -through facility based on findings in Resolution PC-2024-01 and subject to the Conditions of Exhibit Z. REFERENCE AND BACKGROUND Property: Legal Description: Lot 1, Block 1, Silver Fox PID #: 155-079-001010 Planning Case Number: 2024-02 Request(s): Conditional Use Permit for an accessory drive -through service. Deadline for Decision: February 16, 2024 (60-day deadline) April 16, 2024 (120-day deadline) Land Use Designation: Regional Commercial Zoning Designation: B-3, Highway Business Overlays/Environmental Regulations Applicable: Freeway Bonus Sign District Current Site Uses: Vacant Surrounding Land Uses: North: Industrial -Commercial East: Mixed Commercial South: Mixed Commercial City Council Agenda: 1/22/24 West: Mixed Commercial Project Description: The applicant proposes to construct a quick -service restaurant with indoor ordering and sit-down service, as well as a drive - through lane with an order board for off -site consumption. ANALYSIS Zoning. The subject site is zoned B-3, Highway Business. Within B-3 districts, drive -through facilities are allowed by conditional use permit. The proposed development includes a quick service restaurant with two separate brands, and a single drive -through facility serving both brands. Setbacks. The B-3 District imposes building setbacks of 30 feet front, 10 side, 20 feet rear and side/corner within the district. All setbacks are met on the proposed plan, with only the front setback along Cedar Street at the minimum 30 feet. Further, the external 6-foot setbacks from parking and circulation are met along all property lines. The applicant and City Engineer should verify if any of the improvements will require encroachment agreements into existing or proposed drainage and utility easements. Drive -Through Design. The property will gain access from Cedar Street on the west, with circulation through a parking field along the south property line. Access to the drive -through lanes continues through the parking areas to the north boundary of the site, and proceeds in the counter -clockwise direction to a two-lane order design north of the proposed building. Menu boards and order boards serve each of the two lanes. The lanes recombine for the pickup window on the west side of the building, before exiting the site. A bypass lane extends along the west pickup lane once both order lanes are combined. There are 12 dedicated waiting spaces for the drive -through, and another six or more that could serve the facility without conflict in the parking areas. Moreover, none of the stacking lane areas would raise conflicts with the public right of way. City Council Notation: To address the relocation of the trash enclosure, configuration of the bypass lane, and to accommodate circulation within the parking area, the applicant submitted a revised site plan. The site plan shows the relocated trash enclosure and adjusted drive -through configuration. In a review of the revised site plan, the total vehicle stacking space for the drive -through was determined to be equivalent to the prior plan (the vehicles shown as examples for drive -through stacking are spaced further apart than in the original site plan). Parking count continues to exceed the code minimum with the revision. In addition, staff believes that the revised plan provides a more effective circulation pattern for the site overall. Other Elements. Two other aspects of the site use are impacted by the revisions to the drive - through, each discussed separately below. City Council Agenda: 1/22/24 Landscaping. The applicant incorporated a landscaping plan that meets both the type and quantities of the zoning ordinance. No buffering or screening is required on this site. Trash Enclosure. The trash enclosure will be in the southeast corner of the parking area. The plans specify that the enclosure is to be finished in materials that match the principal building, consistent with the requirements of the code. While not a code requirement nor related to the CUP request, staff encourages the applicants to consider location of the trash area near, or adjacent, to the building to minimize difficulties and hazards for employees tasked with managing refuse generated by the business. Lighting. The applicant provided a lighting plan that shows all light intensity to be well below the maximum perimeter light level of 1.0 footcandles at the property line in commercial areas. Staff notes that the maximum height of pole lighting is 25 feet — this dimension is not specified on the plans. All lighting is to be hooded and directed downward to avoid glare from adjoining roads or property. Conditional Use Permit Criteria. Approval of a conditional use permit application requires that the City find conditions can be established to ensure that all the following criteria will always be met: (i) The conditional use will not substantially diminish or impair property values within the immediate vicinity of the subject property. Staff Comment: There are no expectations of property value impact. (ii) The conditional use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use. Staff Comment: The drive -through will not endanger persons or property in the area. As noted, consideration of relocating the trash enclosure near to the building will minimize safety concerns for employees and help limit the likelihood of loose trash in the surrounding parking areas. (iii) The conditional use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area. Staff Comment: No access or development will be impacted by the proposed accessory use. (iv) The conditional use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided. Staff Comment: Construction of the drive -through facility is not expected to have an impact on utilities or roads. City Council Agenda: 1/22/24 City Council Notation: The City Engineer's office added a condition that the applicant's engineer review the striping and lane configuration on Cedar and provide recommendation for review and approval by the engineering department. This is in consideration of turning movements in the area. (v) The conditional use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with City Code requirements. Staff Comment: There is more than sufficient parking for both in-store and drive - through customers on the plan. The primary concern in this regard is the trash handling issues raised as noted above. (vi) The conditional use will not result in any nuisance including but not limited to odor, noise, or sight pollution. Staff Comment: No other concerns are expected. (vii) The conditional use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled. Staff Comment: No impacts to any natural features are expected with this project. (viii) The conditional use will adhere to any applicable additional criteria outlined in Chapter 5 for the proposed use. Staff Comment: In review of the remaining provisions of Chapter 5, the project will be compliant with the City's requirements. Budget Impact: The applicant supplied an application fee and escrow which was used to offset the costs for hearing and review of the application. II. Staff Workload Impact: Staff time in the review of the application is estimated to be three hours. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan cites a goal for "Successful commercial centers and corridors which adapt overtime and provide a place for shopping, services, civic activities, entertainment, and arts and culture." This project will result in the development of a vacant parcel in a prime commercial corridor of the community. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the proposed conditional use permit and held a public hearing on the item during its regular meeting on January 2, 2024. During their discussion, the Commission inquired as to the configuration of the proposed access, confirming that a single -access was acceptable and that the location was also City Council Agenda: 1/22/24 acceptable relative to the other curb cuts in the area. Staff responded that in regard to the single -access, the plan was reviewed for fire access. The City Engineer's office reviewed the access location and did not find major issues. The design of the pylon sign was questioned. Applicant Todd Olin addressed the Planning Commission and confirmed that they would meet the base sign regulations. Mr. Olin also discussed with the Commission the access point. He explained that they are unable to share any of the existing access points. They then looked at configuration for the drive -through movements relative to the access. He stated that any other access point, including any on Oakwood, would have created conflict with drive -through movements in relationship to spacing from the intersection. He also indicated that they would be looking at relocating the trash enclosure consistent with staff's recommendation, for which the Commission indicated support. The Planning Commission noted that the drive -through configuration illustrated a significant amount of stacking space. Internal signage for the drive - through, including pavement markings, was noted as part of the site plan. Placement of the drive -through away from the front door was also shown and cited as a positive for the site. Following discussion, the Planning Commission recommended approval of the CUP for the drive -through unanimously. STAFF RECOMMENDED ACTION Staff recommends approval of the CUP with the Conditions listed in Exhibit Z. The applicant proposes an accessory drive -through facility which will adequately address traffic flow and safety on the site. To avoid any negative impacts of this improvement, staff recommended alternatives related to the location of the trash enclosure, and clarification of other elements. Other aspects of the review are applied at the time of building permit, not subject to the formal Conditional Use Permit impacts. SUPPORTING DATA A. Resolution PC-2024-01 B. Aerial Site Image C. Applicant Narrative D. Civil Plans, Including: a. Existing Conditions b. Demolition & Removals Plan c. Site Plan d. Grading, Drainage and Erosion Control Plan e. Utility Plan f. Lighting Plan g. Details E. Updated Site Plan, Dated 1/11/24 City Council Agenda: 1/22/24 F. Architectural and Landscaping Plan G. Signage Plan H. Stormwater Memo I. Engineering Comment Letter, dated December 13, 2023 Z. Conditions of Approval City Council Agenda: 1/22/24 EXHIBIT Z CONDITIONS OF APPROVAL CONDITIONAL USE PERMIT FOR AN ACCESSORY DRIVE -THROUGH FACILITY LOT 1, BLOCK 1, SILVER FOX The applicant executes an encroachment agreement if needed over any existing or proposed utility easement encroachments. 2. The project is constructed per plans provided, with incorporation of the recommendations made by the Planning Commission and the staff report. 3. Consideration is made for shifting the trash enclosure to a location significantly closer to the building, to minimize visibility and facilitate ease of use and maintenance. 4. Compliance with all other requirements of the applicable zoning regulations, including lighting, signage, and other codes. 5. The applicant's engineer shall review striping and lane configuration on Cedar Street. and provide recommendation for review and approval by the engineering department (Added condition, not included in Planning Commission's original Exhibit Z.) 6. Comments and recommendations of other Staff and the Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-01 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR A RESTAURANT DRIVE - THROUGH IN A B-3, HIGHWAY BUSINESS DISTRICT PID 155-079-001010 WHEREAS, the applicant has submitted a request for a Conditional Use Permit for a drive - through facility as part of a restaurant use; and WHEREAS, the proposed use has been designed to avoid negative impacts on surrounding property or the public right of way; and WHEREAS, the site is zoned Highway Business (B-3), which allows such use as an accessory use by Conditional Use Permit; and WHEREAS, the use would be consistent with the long term land use plan for the City and the location, including the designation of the site for "Regional Commercial" uses; and WHEREAS, the applicants have provided materials documenting that the proposed use would properly manage traffic flow, customer service, and facilitate efficient use of the site consistent with the zoning and land use designation; and WHEREAS, the applicants have provided materials documenting that the proposed use will comply with the terms and standards of the zoning ordinance; and WHEREAS, the Planning Commission held a public hearing on January 2nd, 2024 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 applicant has provided plans demonstrating that the proposed facility will be in compliance with the standards for drive -through facilities found in the zoning ordinance. 2. The applicant has provided plans demonstrating that the use will provide for efficiency and safe use of the site. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-01 3. The parcel is intended for commercial uses, which is the proposed use of the property. 4. The operation of the business will not create noise, odors, visual impacts, or other noticeable impacts on the property or the neighborhood beyond those expected for allowed uses in the zoning district. 5. The use will provide convenience to customers and to the public, consistent with the City's economic development objectives for commercial property. 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 approve the Conditional Use Permit for drive -through facilities, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. The applicant executes an encroachment agreement if needed over any existing or proposed utility easement encroachments. 2. The project is constructed per plans provided, with incorporation of the recommendations made by the Planning Commission and the staff report. 3. Consideration is made for shifting the trash enclosure to a location significantly closer to the building, to minimize visibility and facilitate ease of use and maintenance. 4. Compliance with all other requirements of the applicable zoning regulations, including lighting, signage and other codes. 5. Comments and recommendations of other Staff and the Planning Commission. ADOPTED this 2nd day of January, 2024 by the Planning Commission of the City of Monticello, Minnesota. ATT Ange MONTICELLO PLANNING COMMISSION By: Paul Konsor, Chair mmunity Development Director 2 Consideration of CUP for Accessory Use in B-3, Highway Business District Legal: Silver Fox, Lot 1, Block 1 Created by: City of Monticello 1 Land & Resource Consulting I \ ■ THE CIVIL SIDE OF ENGINEERING ■ Angela Schumann, Community Development Director City Hall, City of Monticello 505 Walnut Street Monticello, MN 55362 JIMMY �a$D JOHN'S September 27, 2023 RE: Project Narrative, New Jimmy John's & Baskin Robbin's at the Intersection of Oakwood Dr. E. and Cedar St., City of Monticello, Wright County, Minnesota Ms. Schumann, We are writing to provide a Project Narrative for the New Jimmy John's & Baskin Robbin's Restaurant planned on Lot 1, Block 1 SILVER FOX Addition, at the corner of Oakwood Drive and Cedat Street in the City of Monticello, Wright County. We reviewed the applicable sections of the City Zoning Ordinance, held a conceptual plan review with City Staff and prepared an application package to request site plan review. Following is a Project Outline, the Existing Conditions, Zoning Code Review and Summary of the project. Project Outline: The project design team includes; Developer: Contact: Josh Peterson, Member 688 Bryant, LLC. phone: (612) 290-6266 email: peterson.iosh82 cDQmail.com Landscape Architect: Lampert Architects, P.A. (see above) Architectural Firm: Laurel Tracy, Designer Lampert Architects, P.A. (763) 755-1211 laurel(a Lmpert-arch.com Professional Surveyor: Brandon King, Owner Burt Surveying, LLC. bklsllc anamail.com Civil Engineering Firm: Todd Olin, President Land & Resource Consulting (616) 520-5357 toddo5landandresource.com The proposed use is a new approach to existing brands. This format is the 1st of its kind in the world. This facility is planned to offer a Jimmy John's and Baskin Robbin's Restaurant not only within the same building, but also within the same space. With the exception of the point -of -sale registers, the dining area, drive -through, kitchen and storage areas are shared. Employees and management are to be sharded by both brands as opposed to a duplicate group of employees for each brand. With the exception of separate point of sale (POS) screens at the order counter, every other aspect is shared. The project site (property) is described as Lot 1, Block 1 of the Silver Fox Addition. The property identification number is 155079001010 no address has been assigned. 14260 23rd Avenue N. • Plymouth, Minnesota • 55447 Ph. 763.340.0699 • Email toddo@landandresource.com The property is currently vacant. The property is situated southeast of the intersection of Oakwood Drive E. and Cedar Street. This parcels around this site have been fully developed and existing utilities are available. Zoning Code Review / Comparison: Existing Zoning Designation: B-3 Highway Business The planned use of a restaurant with a drive -through is an allowed use within the existing zoning designation. Minimum Building Setbacks: Required Front Yard: 30' Rear Yard: 20' Side Yard: 10' (20') Parking Setback Information Required Front Yard: 6' Rear Yard: 6' Side Yard: 6' Provided 30' 20' 10' (20) (xx) Denotes corner setback. Provided: 6' 6' 6' Store hours are planned to be 10am to 9 pm, Sunday through Saturday. Access to the site is off Cedar Street and a entrance will be part of the construction. Summary: Jimmy John's and Baskin Robbin's are excited and committed to complete the design and request a building permit after the site plan review process is complete. Please review the application package materials and contact our office if there are any questions or concerns. We look forward to working with you through the course of review and construction. Sincerely, Land & Resource Consulting, Inc. Todd J. Olin, President Project Narrative, New Jimmy John's & Baskin Robbin's Green Haven Parkway, City of Anoka, Anoka County, Minnesota DRAWINGS BY Jimmy Johns 1 Baskin Robbins GENERAL NOTES 1. MN statute requires notifications per "State One Call" prior to commencing any grading, excavations or underground work. 2. The contractor shall field verify locations and elevations of existing utilities and topographic features prior to commencement of construction activity. The contractor shall notify the engineer of any discrepancies or variations from the plans. 3. The contractor shall take all precautions necessary to avoid property damage to to adjacent properties during the construction phase of this project. The contractor will be held responsible for any damages to adjacent properties occurring during the construction phase of this project. 4. The contractor will be responsible for providing and maintaining traffic control devices such as barricades, warning signs, directional signs, flagman and lights to control the movement of traffic where necessary. Placement of these devices shall be approved by the engineer prior to placement. Traffic control devises shall conform to the appropriate MN Department of Transportation Standards. 5. In accordance with generally accepted construction practices, the contractor will be solely and completely responsible for the conditions on the job site, including safety for all persons and property during the performance of the work. This requirement will apply continuously and not be limited to normal working hours. 6. The duty of the engineer or developer to conduct construction review of the contractors performance is not intended to include review of the adequacy of the contractors safety measures in, or near the construction site. 7. Before beginning construction the contractor shall install erosion and sedimentation control measures in accordance with NPDS permit requirements, best management practices, state and local requirements and the details shown on the detail sheet(s) of the project plan set. 8. All construction permits, applications and fees are the responsibility if the contractor. 9. All entrance and connections to city streets shall be constructed per the requirements of the state and local jurisdictions, The contractor shell be responsible for all permits and notifications as required. 10. All street repairs and patching shall be preformed per the requirements of the city. All traffic control shall be provided by the contractor and shall be established per the requirements the MN manual of uniform traffic control devices and the city. This shall include all signage, barricades, flashers and flaggers as needed. All public streets shall be open to traffic at all times. 11. Adjust all existing structures, both public and private to the proposed grades where disturbed and comply with all requirements of the utility owners. Structures being reset to paved areas must meet owners requirements for traffic loading. 12. Existing conditions topographic survey provided by others. LEGAL DESCRIPTION Lot 1, Block 1, SILVER FOX, Wright County, Minnesota. PROJECT BENCHMARKS Benchmark 1: Rebar located 5' inside the south property line, approximately 130' from the SW lot corner. Benchmark 2: Top nut hydrant approximately 195' south of the intersection of Cedar St and Oakwood Dr E, on the north side of Oakwood Dr. Benchmark 3: Approximately 1,160 ft to the NE from the NW lot corner. Monticello, MN Site Plan Application December 04, 2023 VICINITY MAP to away st Monticello Township Big Lake Township WARNING City of The contractor shall be responsible for calling for locations of all existing utilities. They shall cooperate with all utility Big Lake companies in maintaining their service and / or relocation of lines The contractor shall contact "Gopher State One Call" at least 48 hours in advance for the locations for all underground wires, cables, conduits, pipes, manholes, valves or other buried structures before digging. The contractor shall repair or replace the above when damaged during construction at no cost to the owner. qL 7 1k z,j w'"fir rL ; `;55)39.00,010 B-3 11 'Ir !!'I a r 7 z B-3 I .: — _ \ q i 15ig1010 0 1'5' �r -j, t .. B-3 THUMAS P PO R it •� ?n r -4 B-3 411P-i . B-3 � E B-3 11. It Y113._,3 B- �, B-3 t»a � L -3 E E IRe N .� CVIL I. tiI-Afill Surrounding Zoning Districts (Typ) B-4 Ir Lace B-2 155144001( iil�Ilf ' t M N O N SHEET INDEX & SUBMITTALS o N C0.0 - Civil Title Sheet X C1.0 - Existing Conditions X C1.1 - Demolition & Removals X C2.0 - Site Plan X C3.0 - Grading, Drainage & Erosion Control X C4.0 - Utility Plan X C5.0 - Lighting Plan X C7.0 - Civil Details X C7.1 - Civil Details X C7.2 - Civil Details X C7.3 - Civil Details X PROJECT CONTACTS OWNERS 688 Bryant, LLC Josh Peterson 301 W. County Road E2 612-290-6266 New Brighton, MN 55112 peterson.josh82@gmail.com CIVIL Land & Resource Consulting Randy Hedlund ENGINEER 14260 23rd Ave N 763-330-0864 Plymouth, MN 55447 RandyH@landandresource.com ARCHITECT Lampert Architects Laurel Schmidt 420 Summit Ave. 763-755-1211 St. Paul, MN 55102 laurel@lampert-arch.com SURVEY Burt Surveying, LLC Brandon King Fountain City, WI 54629 608-687-4100 bklsllc@gmail,com ' rJJ% Llvt%# Land & Resource Consulting 14260 23rd Ave N Plymouth, MN Phone: 763-340-0699 DRAWINGS FOR 688 Bryant, LLC 301 W. County Rd E2 New Brighton, MN 55112 Phone: 612-290-6266 PROJECT Jimmy John's Monticello, MN CERTIFICATION I hereby certify that this pla specification, or report was prepared by under my direct supervision an m a duly Licensed Profe-zi� nnininrlar thA� laws of the S;eA� Ran ll C. He d MN. Lic. No. 19576�� Date- VO ISSUED FOR ISSUE / REVISION DATE Site Plan Application 12.04.2023 SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan Application SHEET TITLE Civil Title Sheet SHEET NUMBER CO.0 Copyright Land & Resource Consulting / I 0 A a I A I A / I i A .111 - i i SSMH--\,,. Rim=959.40 1=945.40 A SS ST i 1 CC - STMH 5010 STMH 5008 Rim=960.38 Rim=959.40 ST 1=954.28 1=953.30(N) 1=955.46(W)(AB) STMH 5009-� C\ 54" MH Rim=959.14 U 1=955.51(N)(AB)% 1=954.2953. 4 � 1=953.84 �7 � / A / I A STMH 5571-� m=957.46 1=953.34 A Rim=957.49 ST << / O 1=953.49 J\ / -STMH 5569 Rim=957.57 O 1=951.72 J\ / O �`" J ►, / / \ �--STMH 5574 � / \ � Rim=957.95 ST C \ 1=951.72(AB) i TM 5571A-� C \ Rim=957.98 ST A 1=952.06(AB) /� / J ' \ - ago CB 5572 Rim=958.01 1=954.56 CRFF7F \ J -STMH 5576A Rim=958.14 1=953.06(AB) 11c, Lot 2 Block 1 -CB 5576 Rim=957.95 1=953.80 0 \ J -CB 5580A Rim=958.37 \/1=954.12 PROJECT BENCHMARK TOP NUT HYDRANT ELE=961.00 CB 5580 Rim=958.72 1=953.67 L�\J-STMH 5578 ��' Rim=958.98 - - - - 1=952.69(AB) 1=952.81(AB) A J I / / / / CB 5581 / Rim=959.82 _1=953.76(AB) t CB 55822 Rim=960.04 1=954.22(AB) --SSMH Rim=959.67 1=941.87 J _ Existing Conditions DRAWINGS BY 1. Existing conditions shown are based on actual field survey, City of Monticello utility records and utility service provider records and is approximate. Existing conditions shall be verified prior to the start of construction and any inconsistencies shall be reported to the engineer or owner/developer immediately. L -- V 2. Soil boring locations shown are approximate. Refer to the geotechnical investigation completed by Land & Resource Consulting Chosen Valley Testing dated July,17, 2023. 14260 23rd Ave N Plymouth, MN Phone: 763-340-0699 Legend DRAWINGS FOR - - Section Line Property Line 688 Bryant, LLC ROW Easement Overhead Electric 301 W. County Rd E2 New Brighton, MN 55112 - - - 900 - Existing Contour - minor Phone: 612-290-6266 - - - - 900 - Existing Contou - major GAS Underground Gas PROJECT Uc Underground Cable I Water > Storm Jimmy John's » Sanitary Sewer • Found Iron Monument Hydrant Monticello, MN Power Pole Light Pole Sign CERTIFICATION TBX I hereby certify that this pla specification, or ❑ Telephone Box?? report was prepared by under my direct supervision an m a duly ingin CABX r under t Licensed ProfesPin ❑ Cable Box?? laws of the Stn O� ® Catch Basin V ST Storm Manhole Ran II C. He d MN. Lic. No. 1957� SS Sanitary Sewer Manhole �Q Date: ISSUED FOR ISSUE / REVISION DATE Site Plan Application 12.04.2023 SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan Application SHEET TITLE Existing Conditions SHEET NUMBER 1 Q Know what's NOW. C1.0 Call before you dig. Copyright Land & Resource Consulting 6/l/ TMW'571A-t 6=957.98 1/, 1=952.06(AB) �/ / ;Qj A CB 5572- / Rim=958.01 c� �l 1=954.56 I / / Sawcut/a d remove near It joint. S C'2.0 If limits of / 1 A / I A A I /I / / 8 / 'burb to e Sheet ei ovals / SSMH-'\��I I / Rim=959.40 i � J / 1=945.40 SS ST ( 7C AsTMH 5 STMH 5008-�i Rim=96( Rim=959.40 ST 1=95Z 1=953.30(N) 1=955.46(W)(AB) � STMH 5009-) � 54" MH Rim=959.14 U / 1=955.51(N)(AB)� 1=954.27(E)(AB) / 4 1=953.84 I U I - -�0 )-STMH T 5569 / Rim=957.57 1=951.72 J -oiiwnaoruH Rim=957.49 \\ Demolition and ClearingDRAWINGS BY 1=953.49 \ Sawcut and remove \\ sidewalk to nearest / 1. All temporary erosions control measures shall be installed and inspected prior to the start of construction. ' \ joint. See Sheet C2.0 / Refer to sheet 3.1 for erosion prevention and sedimentation control measures utilized. n1% \ for limits of removals 2. Contractor shall obtain permits for demolition, removals, clearing, grubbing and disposal prior to the start of L I \ V \ / construction. Land & Resource Consulting 'A \ 3. Dimensions illustrating the limits of demolition and removals are approximate. Coordinate the actual limits 14260 23rd Ave N \ \ of demolition with the proposed improvements. Plymouth, MN n=957.95 5574\ \ \ 'S576 \ / Phone: 763-340-0699 \ � .-CB )51.72(AB Rim= 76 \ / 4. Schedule and complete public roadway demolition and replacement to minimize impacts to traffic. \ 1=953.80 \ \ I \ 5. All lane closures and work within the public right-of-way shall be reported to the City of Monticello and DRAWINGS FOR L \\ / Wright County 7 days prior to the start of construction. 6. Emergency access shall through the construction areas shall be maintained throughout the course of - g g 688 Bryant, LLC construction. 7. Contractor shall provide barricades, lights, signs traffic control and other measures necessary to ensure ` ST -STMH 5576A \ \ safe traffic flow during the course of construction. 301 W. Count Rd E2 \ Rim=958.14 �0„ �.-CB80A y 1=953.06(AB) o,� O Rim- 58.37\ New Brighton, MN 55112 \,1=954.1\ \ 8❑ Features not designated to be removed shall be protected during the course of construction. Damage to Phone: 612-290-6266 �L0000, \ features not designated for removal or altered as art of this project shall be repaired or replaced at no N�OJECT g p p J p p \ I �q, \ BE�rcHMARK additional cost to the developer, city or county TOP %T PROJECT ' HYDRANT O ELE=961.00\ / 9. Trees designated for removal includes the root structure. Trees on or near the limits of grading or removals 9578 �� shall be saved unless noted otherwise on the plans. Trees and stumps may be ground onsite. Chipped 57c 5580 materials shall not be mixed into subgrade materials under any structures. Rim=9N2 1=953.67 Jimmy John's \a c \ \ \ \ CB 5581 10. Contractor shall remove all features including, but not limited to underground utilities, fence, walls, footings, \ J \ \ ,- Rim=959.82 'RCP � 1=953.76(AB) walls, lighting, signs, stairs, and landscaping within the grading and demolition limits unless otherwise 1 noted on the plans. \ '960, \�60 11. Coordinate removal, termination, and reuse of existing utilities and appurtenances with service providers. Monticello, MN 0&1 Restore all disturbed utilities or coordinate repair/replacement with the utility service providers. \ \ \ L J -STMH 5578 CERTIFICATION Rim=958.98 12. Exiting conduits and underground pipes may be abandon in -place if filled properly with sand or flowable fill \ ST 1=952.69(AB) if the existing utilities are ore not in conflict with existing or proposed utilities or structures. Termination of a I hereby certify that this pla specification, or Rim= 58.98 , report was prepared by under my `-c6 5582 utility shall be completed in accordance with the utility service providers standards. direct supervision d m a duly Rim=960.04 \ \ \ 1=954.22(AB) Licensed Professi In In Prth 13. Demolition debris shall become property of the contractor unless noted otherwise on the plans. All laws of the Stp Q`�_ O \ �900 \\ construction debris shall be removed from the site to an approved location. `� `O �� Rim=958 8 `�� \ 1=954 66\ \ \ \ 14. Report the presence of wells and drain fields and septic tanks to the engineer and owner. v \ J Ran II C. HIM MN. Lic. No. 19576 \ N, �� J, Date: V 1=955.73 - - - N:215730.01 \ E:521866.55 1 ISSUED FOR ISSUE / REVISION DATE Site Plan Application 12.04.2023 SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan Application ------ - \ / SHEET TITLE Lot 2 Block 1 / Demolition & Removals Plan SHEET NUMBER Know what's below. C 1 .1 Call before you dig. Copyright Land &Resource Consulting Adjacent Zoning: B-3 Highway Business District Drive Thru C7.3 Equipment All Drive thru equipment • speaker post • menu board • magnetic loop Accessible Sign Handicap Stall & Marking // Commercial Driveway Access iD Sidewalk Detail Menu Boards General Site Notes DRAWINGS BY 1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Dimensions are to outside foundation wall, back of curb or edge of bituminous pavement unless noted I \ V otherwise on the drawings. 3. The building and structure location and orientation is shown on the plans in relation to the property Land &Resource Consulting boundary and right-of-way. 14260 23rd Ave N Adjacent Zoning: B 3 Plymouth, MN g 4. Building and structure dimensions are approximate. Architectural and structural plans shall be utilized to Phone: 763-340-0699 \ Highway Business stake the new structures and buildings. 9 Y District 5. Erosion control and sedimentation control measures shall be installed and inspected prior to the start of DRAWINGS FOR construction. \ 6. City infrastructure shall be built in accordance with Monticello material and construction methods. In the event of a discrepancy, the City Standards shall govern. 688 Bryant, LLC 7. Improvements within the County right-of-way shall be constructed in accordance with County Construction \ Standards. In the event of a discrepancy, the County Standards shall govern. 301 W. County Rd E2 New Brighton, MN 55112 \ Phone: 612-290-6266 Zoning & Setback Summary \ Existing Zoning Designation: B-3 Highway Business District PROJECT Building Setback Requirements: \ Front Yard: 30' Rear Yard: 20' Jimmy Johns \ Side Yard (Interior): 10' jn2Sidewalk Side Yard (Street): 20' Detail \ 9 Parkin Setback: 6' Monticello, MN Clearance Bar \ Minimum Lot Size: No minimum CERTIFICATION Signage \ Minimum Lot Width: 100' Maximum Height: 30' (2 floors) I hereby certify that this pia specification, or report was prepared by under my ° \ direct supervision an m a duly Licensed Professi ingin r under t ° laws of the St inn O� Area Summary\7 44(y ° V Existing: Pervious: 35,265 sf 0.81 ac 100% Ran II c. He d a Impervious: 0 sf 0.00 ac 0% MN. Lic. No.1957�� Total 35,265 sf 0.81 ac 100% �Q Date. L�6 a Proposed: Pervious: 7,490 sf 0.18 ac 23 % ISSUED FOR o J Impervious: 27,325 sf 0.63 ac 77% ISSUE / REVISION DATE Total 35,265 sf 0.81 ac 100% Site Plan Application 12.04.2023 / Light Duty C7.2 Pavement Section 5a I Heavy Duty C7.2 / Pavement Section 5b e� \ Trash Enclosure J� I / Trash Enclosure X / / / / / Adjacent Zoning: B-3 / Highway Business / District / / Building Summary Building Gross Floor Area: 2,104 sf Projected # of Employees: See Architectural Plans Number of Seats: See Architectural Plans Parking Summary Parking Requirement: Dining Area - (900 sf) 1 sp per 40 sf floor area = 23 spaces Pick -Up Counter Area - (126 sf )l sp per 15 sf floor area = 9 spaces Kitchen Area - (855 sf ) 1 sp per 80 sf floor area = 11 spaces Required Parking Count: 43 stalls Provided Parking Count (Total): 48 stalls Standard: 46 Accessible: 2 Parking Stall Dimensions: 9' x 20' Parking Aisle Dimensions: 24' wide Legend ()Parking Count to bi 4 Know what's NOW. Call before you dig. SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan Application SHEET TITLE Site Plan SHEET NUMBER C2.0 Copyright Land & Resource Consulting << O Z Rim=957.49 \ ST << / O 1=953.49 \ \ STMH 5569 Rim=957.57- ' \ / 1=951.72 / Rim=957.46 I/ \ / / 1=953.34 �l 0o �--STMH 5574 Rim=957.95 \ \ i CBM76 \ / ST _ _ _ _ / \ 1=951.72(AB) y Rim=95N95 �\ / / TMW�571A-1 - \ i 1=953.80 \ / 1�im=957.98 lid 1=952.06(AB) / / / ST J Q L \ \ / 1 4 p /`-CB55,5 Rim=957�.68\ / \ // Q� /� /R�7/ �'°� -95g- � d \ ST -STMH 5576A \ �-CB soA \ `� 1 ^ \ \ Rim=958.14 \ \ R 1=953.06(AB) O Rimk8.37\ \ � J d \,1=954.1 T / CB 5572- ' / OZ� \ -- ,"?" -fl \ \ \ Rim=958.01 2 0 1 ^ \ a \ 1 \ 00, co CB 5 Rim=957 \ / I / 5$90♦ S 53.57 \ C� -NCB5580 \/ Rim=2 �.� �61 \ �cA \ \ 96� \953.67 \ ��CB 5581 / / sy \ \ \ J i i� Rim=959.82 s / SL9 \ \ Q \ < 1 RCP \ 1=953.76(AB) 80 I / l n I y\ ° 1�\° 96� 3° ° o. `� .W� i' o0 6�50 po \ ?�c \ J .-STMH 5578 \ T � Rim=958.98 96 S A S I ------ 1=952.69(AB) \ Oyu / a �O o �°\° 6, 9s� 1=952.81(AB) / -CB 5582 O`s990 599� ��,�\o \ ° J Rim=960.04 \ APO S \ 1=954.22(AB) Z\'/ 50'99 \ 1--, 960 Rim=958 8 / Rock Construction C7.0 / a ( SF ° ? ki�i� �y✓oh so.4o 1=954.63 , \� \ J Entrance 2 I / � �\ F ' ��st bbir� pis ��y �� o s \ a ` �� 9 \ \ a O� O�� \ sas0 -66 .96 is as a� OO N� `O�O� 960 / O Q o o ^\ ° SQ n 2q 0 a � / � ' ^ �y� � r� J 96 ; it ***A . -Z 0 6 �• 6� O J C', ks p 96 8 60•s \ a a OOP \ oo \ , S.c ID y 6+� 05 ^L• c. <� _ \ \ \ \ \ / /ti ST S��sF EOF • S9�A Denotes Tip oho \s62 \ \ \ /& \ J / s 46 /IV�� Out Curb 6 \ tip' C /TMH 5010 /lV % ° �Typ� ^ 0 82 ° STMH 5008 / Rim=960.38 Rim=959.40 j i �� ` SO+ CT / 1=953.30(N) 1=955.46(w)(AB) STMH 5009-t 54" MH / Rim=959.14 1=955.51(N)(AB) / 1=954.27(E)(AB) / 1=953.84 ' lT� 1 1 Co I / -STMH 5011 Rim=960.81 / 1=955.75(S)(AB) 1=955.04(E)(AB) a \ 1=954.71- \ i \--STMH 5013 l - Rirm--96IL98- - - - 1=955.73 C7.0 Inlet 3 Protection Typ. Eel Silt C7.0 Fence 1 Lot 2 Block 1 / a General Grading & Erosion Control Notes DRAWINGS BY 1. For surveying and construction staking, contact Land &Resource Consulting 763.340.0699. IL 2. Erosion control measures shall be installed prior to the start of construction. I�Vtva 3. Install inlet protection: Wimco RD or CG models or approved equal. Inspect, clean and maintain inlet Land &Resource Consulting protection though the course of construction. 14260 23rd Ave N Plymouth, MN 4. Soil disturbance and grading practices shall be minimized and staged as much as possible. Restoration Phone: 763-340-0699 and stabilization shall be installed in accordance with the SWPPP time requirements or sooner. DRAWINGS FOR 5. All erosion control practices shown are to be considered the minimum. Additional erosion control practices, measures and materials may be necessary to stabilize sediment within the construction site during during construction. 688 Bryant, LLC 6. All grading, erosion/sedimentation control shall be in accordance with the minimum SWPPP notes on Sheet 3.2. New Brighton, 301 W. County E2 Rd 7. Infiltration areas shall be protected during the course of construction to prevent migration of sediment into County E2 the infiltration areas. Sediment must removed from the basin bottom and the surface shall the roughed Phone: 612-290-6266 5511 and scarified to achieve the original infiltration rates. 8. Surface stabilization and turf shall meet the following standards: PROJECT Item MnDOT Ref. Spec. Sod MnDOT 3878 Jimmy Johns Seed MnDOT 3876 Apply MN Type 21-111 @ 100 lb./acre - Temporary Erosion Control (May 1 - July 31) Apply MN Type 21-112 @ 100 lb./acre - Temporary Erosion Control Monticello, MN (Aug. 1 - Oct. 31) Apply MN Type 25-151 /2 120 lb./acre - Permanent Turf CERTIFICATION Mulch MnDOT 3882 1 hereby certify that this pla specification, or Install MN Type 1 @ 2 ton/acre - Disc anchored report was prepared by under my direct supervision an m a duly Licensed Profess' ingin r under t Erosion Control Blanket MnDOT 3885 laws of the St inn O� Install MN Type 3N (12 mo.) or Type 4N (24 mo.) Fertilizer MnDOT 3881 Ran II c. He d Apply in accordance with product standards. MN MN. Lic. No. 1957�� 9. Refer to Geotechnical Investigation completed by Chosen Valley Testing, Inc dated 07/17/2023 for Date: VO grading, backfill, soil corrections, compaction and groundwater conditions. Contact Chosen Valley Testing during the course of construction to perform material and compaction testing. ISSUED FOR ISSUE / REVISION DATE 10. Clear and grub construction area. Stockpile topsoil for reuse. Site Plan Application 12.04.2023 Paving Notes 11. Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.0 for rim elevations of catch basins. 12. Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines. 13. Meet and Match existing curb. Transition as Needed. 14. Concrete Joints Install joints as shown and align across sidewalks, curbs, and pavement, paying attention to spacing of expansion joints. Joint spacing shall be as follows: a.Tooled joints: Divide panels into nominally equal areas unless shown otherwise. b.Expansion Joints: Sidewalks - 40 feet max.; Curbs - 60 feet max.; Pavement: 80 feet max.; Adjacent to building foundations and stoops. c. Contraction Joints: Sidewalks - 8 to 10 feet; Curbs and Aprons - 12 to 15 feet. 15. Accessible Parking Stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction. 16. Accessible Routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%. SUBMITTAL INFO 17. Adjust all structure rims to match pavement elevations. Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Legend Submittal Phase: Site Plan Application SF Silt Fence Inlet Protection SHEET TITLE Vehicle Tracking Pad Grading, Tip Out Curb Drainage, & -------------- Grade Break 59.90 Spot Elevation Erosion Storm pipe Control Plan • SHEET NUMBER 1 Q C3.0 Know what's NOW. 0 Call before you dig. Copyright Land & Resource Consulting t STMH 5008--i Rim=959.40 1=953.30(N) 1=955.46(W)(AB) Utility Notes 1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Erosion control measures shall be installed prior to the start of construction. 3. Obtain all necessary permits prior to the start of construction. 4. Contact all utility service providers a minimum of 72 hours prior to the start of construction. i .-CB 5576 / Rim=957.95 5. Pipe Materials 1=953.80 Storm Sewer: 12"-18" RCP Class 5 (ASTM C76) 21" and greater Class 4 (ASTM C76) Sanitary Sewer: PVC SDR 35, SDR 26 Service: PVC Schedule 40 O J , /� R�7/ / ^ ° ST -STMH 5576A R 1=953.06(AB) J p�� CB 5572--" z Rim=958.01 ° � N a �cA \ 0 �l 1=954.56 0, ,t CBMH 1 ^ J 1 ' CONNECT TO EXISTING J a� RIM=958.90 c+) A - Qj 10-954.60 (12") N t�CB55 SAN. SEWER STUB. W/ PROPERTY LINE RISER V SUMP=950.60 R1953.57 8 1=953.98 1�_ ~�L 10=945.81 (FIELD VERIFY) Q)° 8 LF 6" SAN @ 2.00% A , U` N �C CONNECT TO EXISTING � Q 4" C900 WATER STUB oo \ 4" GATE VALVE (FIELD VERIFY) SANITARY CLEANOUT n CASTING: FORD Al a / O (TYP.) A o d �� o a a S°o a l p G d APO Rim: a � a ? 10 °bbpis �4y ° ' d 40 / n n 240 a a a a a n C� a or a n d a n � CBMH 2 Blo RIM=959.46 SS 10=955.46 (12") SW SUMP=951.46 °\ RTnnH .rnin STMH 5009-t 54" MH Rim=959.14 1=955.51(N)(AB) 1=954.27(E)(AB) 1=953.84 co \1\\ << O OZ Rim=957.49 A ST << / / 1=953.49 J Q' STMH 5569 Rim=957.57-cc / n \ J STMH 5571-1 1=951.72 / o Rim=957.46 1=953.34 �O o z� J \ (�--STMH 5575 +`l Rim=957.95 ST / 1=951.72(AB) TMH 5571A-t CB 5575 / Rim=957.98 1/_1 RIM=957.69 1=952.06(AB) ST J \ 1=953.43 (12") S �Q O CB5575 J / a Rim=957.68\ 1=953.23 Lot 2 Block 1 -CB 5580A Watermain: C900 PVC Rim=958.37 Service: C900 PVC \I=954.12 6. Contractor shall field verify horizontal and vertical location of all utilities prior to the start of construction. 7. Contractor shall investigate, excavate and expose existing utilities at crossings and potential conflicts prior to the start of utility installation. Report inconsistencies to the engineer and owner immediately. ,-CB 5580 8. Pipe lengths on the plans are measures from center of structure to center of structure. /Rim=958.72 p g j 1=953.67 -CB 5581 9. Tracer wire shall be installed for all non-conductive underground utilities in accordance with Monticello i� Rim=959.82 < 15" RCP / 1=953.76(AB) Standards. \J '� 10. Refer to lighting Ian to coordinate electric conduit installation and potential conflicts. g 9p ,-STMH 5578 11. Compaction and backfill shall be in accordance with the geotechnical investigation and the Monticello L J i Rim=958.98 construction and design practices. ^^ ST -----_ 1=952.69(AB) 1=952.81(AB) J `GCB 5582 12. Testing frequency shall be in accordance with the geotechnical engineer and Monticello Standards. Rim=960.04 1=954.22(AB) 13. Proposed driveway culverts shall be individually approved by the Monticello on a case -by -case basis. � J � 14. Watermain is to have minimum cover of 7.5 feet Legend Storm Sewer Schedule STRUCTURE NUMBER CBMH 1 CBMH 2 Sanitary Storm Water Catch Basin Storm Manhole Sanitary Manhole DIAM. CASTING DETAIL NOTES 48' R-3067-V 4002 4' SUMP 48' R-3067-V 4002 4' SUMP 4 / Know what's be10W. Call before you dig. DRAWINGS BY -.4 Ll1wv Land & Resource Consulting 14260 23rd Ave N Plymouth, MN Phone: 763-340-0699 DRAWINGS FOR 688 Bryant, LLC 301 W. County Rd E2 New Brighton, MN 55112 Phone: 612-290-6266 PROJECT Jimmy John's Monticello, MN CERTIFICATION I hereby certify that this pla specification, or report was prepared by under my direct supervision an im a duly Licensed Professi ngin r under t laws of the St inn O� Ranll C. HIM ��r MN. Lic. No. 1957� Date: VO ISSUED FOR ISSUE / REVISION DATE Site Plan Application 12.04.2023 SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan Application SHEET TITLE Utility Plan SHEET NUMBER C4.0 Copyright Land & Resource Consulting 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \ _ono \ \ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 / 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \1 0.0 0.0 0.1 0.1 0.1 0.0 0. 9s 0 0.0 b.0 0.0 0.0 0.0 0.1 .2/� 0.2 0.2 0.1 �.1 0. 0.11 0.1 0.1 0.0 ` -959. ", \ d \ 0.1 0. / 0. 3 i0. 2F- -0-0. 2\ 0.3 0. 0. 0.2 0.2 0.1 0. \ 0.0 0.1 4 0.6 0.8 _0.7 0.6 0.6 \ , W 0. I0.4 0.3 0.2 0.1 0.1 0. 10. 0.0 0.2 0.1 0. 0.0 0.1 111d / 0.0 0. I / I / I / I Orb JA0 i 0 I 0.0 .0 0.0 0. 0.0 , 0 a 0.0 0. 0.0 0.0� .0 0.0 0.0 J 0. 0 �1� 156 - 04 Y-0- Canopy Lights-/ Wall Mounted Ligh // /a\ /---------961--\ I U J \ / / JU I J I / o / / o / U / z / O C / 0 3 a O a) / N c N � ci M O d N C] W H M 0 U Q N 9 X Z (7 m W m � J N 0 0 0 0 \ / p O D 0 0 0 n M N N N Y N \ A / ----------I' / I I I I N\ Pole Light (Typ)- Lighting Schedule LUMINAIRE SCHEDULE CALLOUT SYMBOL QUANTITY DESCRIPTION BALLAST MOUNTING L1 3 DSX2 LED P4 40K T4M MVOLT ELECTRONIC POLE TYPE 3 EXTREME BACKLIGHT CONTROL CEILING L2 ® 3 LYTECASTER LED 51N 1000LM ROUND ELECTRONIC 5 0.3 0.2 0.1 0.0 0.2 0.1 0.1 \0.0 \960 0 DM 0.0\\0.0 1\0.1 \ '-96s. I 7 \ 2 .1 .1 0.0 01�0 0.0�Z9� 03 \ d \ o\ 0. 0. 0.0 \ \ 0.0 0.0 \0.2 . 0. �0.1 0.1 0.1 0. 0.0 \ 0.0 0.0 \ \ 9s9 0.1 0. 0. 0.2 0.1 1° 0.1 0.0 \ 0.0 0.0 0 ° \ 1` 2 0.2 \0.2\ 0. 0.3 0.2 2\ 0. 1 0.0 0.0 0.3 2 \O.3 1.5 .6 0.4 0.2\ 0. 1 0 0.0 0.0 0.0 \ "-6.1 I� 1.5 1. 0. 4 .5 0.3 0. 1 0.0 0.0 0.0 WDGE3 LED WITH P1 - PERFORMANCE PACKAGE, 4000K, 70CR1, TYPE 3 OPTIC 0.0 0.0 0.0 11 0:6, 0.0 \ / / ELECTRONIC WALL MOUNT MODEL VOLTS Lithonia Lighting, DSX2 LED P4 40K T4M 120V 1P 2W M VOLT G1 LIGHTOLIER 120V 1 P 2W L5R10927VB-L5RDW Lithonia Lighting, WDGE3 LED P1 70CR1 120V 1 P 2W R3 40K 1 4 Know what's NOW. Call before you dig. DRAWINGS BY LIIv Land & Resource Consulting 14260 23rd Ave N Plymouth, MN Phone: 763-340-0699 DRAWINGS FOR 688 Bryant, LLC 301 W. County Rd E2 New Brighton, MN 55112 Phone: 612-290-6266 PROJECT Jimmy John's Monticello, MN CERTIFICATION I hereby certify that this pla specification, or report was prepared by under my direct supervision an m a duly Licensed Professi ingin r under t� laws of the St innO Ran�tll C. HIM MN. Lic. No. 1957� Date: ISSUED FOR ISSUE / REVISION DATE Site Plan Application 12.04.2023 SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan Application SHEET TITLE Lighting Plan SHEET NUMBER C5.0 Copyright Land & Resource Consulting NOTE: CASTINGS AND VALVE BOXES NOT ADJUSTED WITHIN THE TOLERANCES SHOWN SHALL BE READJUSTED AT THE CONTRACTOR'S EXPENSE, FINISHED BITUMINOUS WEAR COURSE GRADE CASTING AND GATE VALVE NOT ON CENTERLINE CENTERLINE ROADWAY FINISHED BITUMINOUS WEAR 5/8 "MIN COURSE GRADE 3/S "MIN. 3/4 "MAX 5/S FRAME --------- CASTING ON CENTERLINE Standard Plate Library City of Monticello Title: Adjustment of Standard Frame and Cover Date: 03-05 Plate No. Revised: 1003 03 —15 7 Standard Frame & Cover Adjustment No Scale TOP OF PROPOSED SUBGRADE THE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) A MAX OF 2' LIFTS TO BE WETTED AND CONSOLIDATED BY VIBRATORY MEANS AND COMPACTED TO A MIN OF 95% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) 4' COVER COMPACTED TO 95% OF STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT GRANULAR BEDDING AS PER MN/DOT 3149.2F GRANULAR FOUNDATION WHERE ORDERED BY THE ENGINEER SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. Standard Plate Library City of Monticello 8 Typical Trench Detail No Scale Title: Typical Trench Compaction and Class B Bedding Date: 03-05 Plate No. Revised: 03 — 1 5 1007 Gravel pod(s) MnDOT Class CA-15 or CA-25 Riprap Bedding Geotextile fabric Original -- � grade o v SECTION B—B (riot to scale) Ribbed or Corrugated steel plates ^o Original Geotextile fabric SECTION A —A grade (not to scale) NOTES: Channelize runoff to sediment Sediment Trapping Device trapping device I �) Ribbed or Corrugated steel plates I o A R\ A -21 AA JI,E 7lJ v o O o 0 � �O LLJ <c jo o o d / ___________—__ N 24' min. X Slope away from w / highway Match K 50' min. or Right of Way Existing Grade PLAN Standard Plate Library City of Monticello 5 Rock Construction Entrance No Scale Title: Commercial Gravel Construction Entrance Date: 06-14 Plate No. Revised:03-15 6002 USE NEENAH R-1642—A FOR LOW PROFILE APPLICATIONS USE NEENAH R1755—G FOR WATERTIGHT APPLICATIONS LETTERING TO READ: SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. 25 3/4 " BEARING SURFACE TO BE MACHINED COVER NEENAH R-1642 WITH TYPE B SOLID LID MACHINE BEARING OR EQUAL CONCEALED PICKHOLES (2) c EAT OPPOSITE SI EXCEPT FOR LETTER 7" 24" 28 1/2 " 36" Standard Plate Library City of Monticello 6 Slope Tracking No Scale FRAME OF 1EGHT FLAN WIMCO ROAD DRAIN CG-23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS Y2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY CURB * FOR THE NEW R-3290-VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG-3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello FILTER ASSEMBLY DIAMETER, 6" ON -GRADE 10" AT LOW POINT HIGH -FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date: Plate No. 03-07 Revised:6004 O3-15 3 Inlet Protection -Catch Basin Insert No Scale 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. GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT USE R-2 JOINT FOR ALL MANHOLE JOINTS BARREL TO CONFORM - TO ASTM C-478 LATEST REVISION STANDARD MANHOLE � FRAME AND COVER \ `ADJUSTING RINGS MIN 4" - MAX 12" 27" Dip, WITH EXTERNAL OR o INTERNAL CHIMNEY SEAL I a 8" a 1 48" DIA Title: Title: Standard Frame Cone Section, Casting Steps, and Cover <�� Standard Plate Library and Adjusting Rings Date: 03-05 Plate No. �= City Of Monticello Date: 03-05 Plate No. Revised: 03-15 1002 -- L _ Revised:03-15 1001 40 Standard Manhole No Scale Fqi � JF� WW� <O~� wza Jp wzzo o 0� Q Wm8H- 0:9:¢ U 0�C7g aw z w W W W Q W JJ< J W o�ir zr- % zm o 3� r o 90^ o my Fa 4Z5o �a �Q FK 21 °a W ow�14 zOmOS r,v1 Wao JW W 5� z z F I�Ion Wa W.. �J�j 70 Zm OIL N W O � 0_' p }Z W mDW' OF xacS iD In� iP�z QZQ 0' UHI-M a 0 M NV MLL Um WO0NWm OWJ OZz aZO O Z�z W _;a 0- 320 a 1i2a0 w1'Q JO_ mz O as W C �- JamJa <F-. zX18 U. C <X!2z 2U m1�0' _>• •.• : • F_W U WVI O JVw� ma r C o Nzo r0 1 in r1 yy Oa U FaQ 3 cv � S¢z= �Z3 CO y -Oa W Z�jZN ZU O UiZW 4W»zr W arJmW WiOX j apO-� K yy Z��Z~ y1�� a.3io � UzGOZS �c9w w�W=i= �NSV)m Standard Plate Library City of Monticello 10 Silt Fence No Scale � s f' • 0.7 STAPLES PER SQ. YD. 4:1 SLOPES a w z 3 w EL z U � N W K W w w m m � � ¢ a J V) = d' U it o rz W U �� z _ 2 J t u w =o w 2 U ar 1 W z r w mw a m � S aW 5 G w D. 1 w= O K z w wW z QK ma � O 12 m 12 D_ OU O J p0 w s J Uzo W W N No a ri a t Ea o .10 a +„ od o L 7 EL N �1f II � UU C ✓ t (L G: Q II II fi. /JI �_\� IIIIII III L W LLI r d Lu a how n OD () O_ W Z W 3 :5 o o o s t a Q O Z O E mv'3 dmN U .v. rn�aa > O C N C ~ � � I I u a Z Emo° c QU O U NO 'll U O a 2 3 J 0 Z y Q .II z Z W LJ H cac U 0 E g Z :H N ! d —TVr I��J I .I �I T I I Y 3 fl d o �I f%l M A CALL TO GOPHER STATE ONE (454-0002) IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. rile` Residential Building Erosion Control Date: 03-05 Plate No. Revised: 6006 03-15 / f' I J_3' 1.6J 7,01- 013,3' 1.15 STAPLES PER SQ. YD. 3:1 SLOPES 0' 1• • • • L20"J • * • 3.3' • • • • 3.75 STAPLES PER SQ. YD. HIGH FLOW CHANNEL & SHORELINE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 5' (15an) DEEP X 5' (15an) WIDE TRENCH WITH APPROXIMATELY 12" (30c ) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHORTHE BLANKET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12' (30cm) APART IN THE BOTTOM OF THE TRENCH. BACK ILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30an) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12" (30an) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR(B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5' (5an-12.5an) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5.CONSECUTIV BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3' (7."') OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12' (30-)APART ACROSS ENTIRE BLANKET WIDTH. NOTE: 'IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6- (15an) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Erosion Control Blanket Standard Plate Library Stapling Patterns &Installation City Of Monticello Date: 03-08 Plate No. 6011 Revised:03-15 20 Erosion Control Blanket Installation No Scale DRAWINGS BY LI\v Land & Resource Consulting 14260 23rd Ave N Plymouth, MN Phone: 763-340-0699 DRAWINGS FOR 688 Bryant, LLC 301 W. County Rd E2 New Brighton, MN 55112 Phone: 612-290-6266 PROJECT Jimmy John's Monticello, MN CERTIFICATION 1 hereby certify that this pla specification, or report was prepared by under my direct supervision an m a duly Licensed Professi ingin r under t�& laws of the St inn O Ran II c. He d MN. Lic. No. 19576`, Date: QO ISSUED FOR ISSUE / REVISION DATE Site Plan Application 12.04.2023 SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan Application SHEET TITLE Civil Construction Details SHEET NUMBER C7.0 Copyright Land & Resource Consulting R-4342 FRAME AND COVER IN GREEN AREAS) R-1642 FRAME AND COVER IN STREETS) STANDARD MANHOLE EXTERNAL CHIMNEY SEAL STEPS SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS MONTICELLO CITY STANDARD MANHOLE DESIGN 48" DIA PROVIDE RUBBERIZED BITUMASTIC SEALER AROUND JOINT FLANGED .SHEAR GATE - NEENAH R-5005-D1 OR APPROVED EQUAL INCIDENTAL) NOTES: 1. SHEAR GATE TO BE BOLTED TO PIPE AND MAINTAINED AT HALF OPEN POSITION. USE S.S. BOLTS AND NUTS TO FASTEN SHEAR GATE TO CONCRETE PIPE. 2. SECURE HANDLE WITH LOCK & CHAIN TO KEEP OPEN AT SPECIFIED DEPTHS. 3. PAINT SHEAR GATE WITH COAL TAR EPDXY. Standard Plate Library City of Monticello Title: Standard Manhole with Shear Gate Date: 03-05 Plate No. Revised:03-15 4004 7 Standard Storm Manhole with Shear Gate No Scale 12" 3/4 /PER FT 3. " 1/2 "\R 1/2 R �3" 7" L 2'- 0" MODIFIED DESIGN "D" s'— o" (TYPICAL) STANDARD FRAME & BOX FOR 8618 CURB &GUTTER Q m rc MODIFIED DESIGN "D" CURB & B618 D GUTTER (TYPICAL, SEE ABOVE) w wo PLAN w cYi R 0. ICq� - MATCH MODIFIED DESIGN "D" `CURB & GUTTER (TYPICAL) 13•� °� CroTgL� NOTE: STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. Standard Plate Library �= City of Monticello Title: Concrete Curb & Gutter at Catch Basin Date: 03-05 Plate No. Revised: 5004 03-15 8 Curb and Gutter at Catch Basin No Scale L CURB INLET FRAME AND CURB BOX G/ NEENAH NO. R-3067-V u PLAN A J35 1/4 ' 43- - 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS INSTALL INFRA SHIELD SHOWN ON THE PLANS HAVE BEEN (N APPROVED EQUAL) DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS 4" MIN — 12" MAX ENCASE IN CONCRETE g^ COLLAR USE CONCRETE CURB MIX FOR COLLAR - 24"� ••k• FINISH Y' GRADE : A. 2" 31" k oia°d� 21 g" 34" 4" MIN e�.. I °I 4" MIN. —' 4" CONCRETE 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 SHALL BE TYPE MnDOT DESIGN H. THE CASTING SHALL BE NEENAH R-3508—A2. Standard Plate Library S,7- City of Monticello 5 Standard Catch Basin No Scale A Title: Standard Catch Basin Date: 03-05 Plate No. Revised: 4002 03-17 A 35-1/4" 43" PLAN CASTING TO BE SET 0.10' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD CURB INLET FRAME AND CURB BOX (OR APPROVED EQUAL) STANDARD CASTING — NEENAH R-3067—V EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN — 12" MAX ENCASE WITH CONCRETE COLLAR MANHOLE COVER TO BE 48" DIA ENGTMPE II WITH 24"x 36" 6" OPEN •15" 1 24" 1 9" i CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE w •48"(TYP) AND PIPE CONNECTION DIMENSION VARIES BASED ON STRUCTURE DIAMETER I-- RCP PIPE �( 1 r Il CONCRETE CATCH BASIN MANHOLE J AND BASE TO BE CRETEX NOTES: TYPE 433E OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2. PIPE CUT—OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R-4342. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE NEENAH R-3508—A2. Title: Standard Plate Library Catch Basin Manhole �- City of Monticello Date: 03-05 Plate No. Revised: 4003 03-17 6 Catch Basin Manhole No Scale USE 4" OR 6" CISP PLUG AND CAP, TOP TO BE 1/2 " BELOW FINISHED GRADE VARIES 10' TO 20' TIES REQUIRED TO CLEAN OUTS r FINISHED GRADE 6" PVC RISER FOR NON—RESIDENTIAL 4" PVC RISER FOR RESIDENTIAL 4" OR 6" VERTICAL WYE (PVC) 1/8 BEND CONCRETE ENCASEMENT 12' ALL AROUND (INCIDENTAL) WATER TIGHT GASKET OR CEMENTED PLUG PVC HORIZONTAL WYE (PVC) THRUST BLOCKING FOR CLEANING EQUIPMENT 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN —OUTS REQUIRED AT 70' INTERVALS FROM MAIN SEWER LINE. �� Standard Plate Library ?,� City of Monticello 3 Sanitary Sewer Cleanout No Scale Title: Sanitary Clean -Out Date: 03-05 Plate No. Revised: 3006 03 —15 C CASTING ADJUSTING RINGS 4" MIN - 12" MAX STANDARD FRAME & COVER INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL r ROADWAY SURFACE l SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS :I WALL CONSTRUCTION SHALL BE CLASS II PRECAST PIPE, EXCEPT 48" DIA MAY BE 0 ASTM C 478 CONCRETE PIPE. SEE MnDOT STANDARD zo z - 8" CAST -IN -PLACE _ PLATE 3000 (NO TONGUE OR GROOVE AT TOP © CONCRETE — OR BOTTOM OF THIS SECTION). CAST -IN -PLACE o CONCRETE OR MASONRY CONSTRUCTION ~ (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED z Y BY ENGINEER O w CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE oAND PIPE CONNECTION S � Y a m C STRUCTURE— S" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. O1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. 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. MINIMUM STEEL REINFORCEMENT 4 EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED MANHOLE OR CATCH PLASTERED MANHOLE....; EXTERIOR OR ATCH © GENERAL DIMENSIONS FOR CONCRETE APPLY BASIN BASIN ' TO BRICK AND CONCRETE MASONRY UNIT DIA DIA CONSTRUCTION ALSO, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR MASONRY CONSTRUCTION 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Title: Standard Manhole for Standard Plate Library Storm Sewer City of Monticello Date: 03-05 Plate No. Revised: 4 0 01 03-17 40 Standard Storm Sewer Manhole No Scale I V— 0" 1 OR 5' IN BACK OF CURB IF CONCRETE WALK OR BITUMINOUS PATH ARE HYDRAFINDER PRESENT FLAG HYDRANT MODEL 67 HYDRANT YELLOW OUT OF ORDER TAG z TO BE INSTALLED ON PUMPER CONN. AFTER BACK —FILL EXISTING OR FUTURE STREET BREAKOFF FLANGE CURB OR GUTTER LINE w 1" TO 2" MAXIMUM BOVE BURY LINE (FINISHED GRADE) p AFINISHED GRADE Q a VALVE BOX AS WATERMAIN SPECIFIED -10 2" L__J , z 0 2 LAYERS OF w 2'— 6" AS REQUIRED 10' POLY (4 mil) TYPICAL w z 3' DIAMETER BY 3' DEEP PIT—'z UNDER HYDRANT FILLED WITH . 0 1/4 STEEL VALVE BOX ADAPTOR A MINIMUM OF 1 C.Y. OF 1 1-1/2" CLEAR STONE I = WITH PROTECTIVE COATING AS o MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALUG MEGALUG - GATE VALVE TEE THRUST MEGALUG BLOCKING BLOCKING BEHIND THRUST BELOW GATE HYDRANT PRECAST CONCRETE BASE VALVE BLOCKING AS SPECIFIED (15"x 15"x 4") BEHIND TEE Standard Plate Library City of Monticello 10 Typical Hydrant Installation No Scale 8'X 12' INSULATION AT PIPE CROSSING 8'X 20' INSULATION FOR BOX SEE PLATE 2006 MEGALUG- FOR DETAILS 20 NOTE: ALL PIPE JOINTS WITHIN 10' OF A BEND SHALL BE RESTRAINED USING TIE RODS. Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-17 2001 PROPOSED STORM SEWER 45' BENDS (TYPICAL) VARIES Title: Standard Plate Library Watermain Offset City of Monticello Date: 03-05 Plate No. Revised: 2005 03-17 2 Watermain Offset No Scale DRAWINGS BY LI\v Land & Resource Consulting 14260 23rd Ave N Plymouth, MN Phone: 763-340-0699 DRAWINGS FOR 688 Bryant, LLC 301 W. County Rd E2 New Brighton, MN 55112 Phone: 612-290-6266 PROJECT Jimmy John's Monticello, MN CERTIFICATION I hereby certify that this pla specification, or report was prepared by under my direct supervision an m a duly Licensed Professi ingin r under t laws of the St inn O3 Ran II C. He d MN. Lic. No. 1957160 Date-. �O ISSUED FOR ISSUE / REVISION DATE Site Plan Application 12.04.2023 SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan Application SHEET TITLE Civil Construction Details SHEET NUMBER C7.1 Copyright Land & Resource Consulting Per Plan r / / Per Plan --w-8' Min. --w-1 Accessible Parking Stalls 7 NO SCALE 5d A 10" Diameter CV , CV <V r 4" Solid line white All lines 5" wide 1 67.5d Provide painted symbol at each designated accessible parking at each designated accessible parking stall. Center symbol in stall near drive aisle. 8 Handicap Symbol of Access NO SCALE E AT Symbol 6"x6" PARKIN STALL PARKING STALL All Bars to be 0.25" High by 8" Wide _ ATACCESS AISLE ACCESS AISLE NO PARKING \�I VAN � ACCESSIBLE - --I (WHERE APPLICABLE) Accessible Signage Mount with 1/2" Stainless Steel Hardware. Note: Sinage shall meet the requirements of mn mutcd o r7-8m and r7-8bp w o � CD w Q CU 2"x 2" Adjustes Perorated o Flush Adjacent to Walks Sign Stock. o Expansion Joint Concrete Walk = 1" Crown in Green Space -- �L_A —III1 I1 1 = a I I - -: II = Steel Sign Embedded Minimum of 2'-6" into J I Concrete Footing. I I° Poured Concrete Footing—____*_4 u a a da r 12" 9 Steel Sign Post wl Accessible Sign NO SCALE �+ �1.5" Bituminous Wear Course MnDOT 2360 1.5" Bituminous Base Course �A MnDOT 2360 CD 6" Class 5 Aggregate ate Base MnDOT 3138 - - 24" Scarify and recompact subgrade to 95% Standard proctor density. III III III III III Light Duty Duty Bituminous Paving Section 5a NO SCALE NI 2" Bituminous Wear Course MnDOT 2360 N \ 2" Bituminous Base Course MnDOT 2360 00 / 8" Class 5 Aggregate Base MnDOT 3138 _ - 24" Scarify and recompact subgrade to 95% Standard proctor density. 5b Heavy Duty Bituminous Paving Section NO SCALE Pavement & Sidewalk Sections 5 s No Scale B6 Style Curb and Gutter Back of Curb 3' S II GUTTER r 3' PLAN 6 Nose Down Curb NO SCALE Top of B6 Style Curb 3' _I v CID d d u° I � ELEVATION CONTRACTION JOINTS vt__ 12" GRANULAR 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 EXISTING 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 Title: Typical Sidewalk Standard Plate Library = 03-05 City of Monticello Date: Plate No. � Revised: 03-17 5012 Typical Sidewalk 3 k No Scale ��Street Slgn�J LLLL TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE: 5052-1138 OR 6061—T6 ALLOY GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" 100 ON THE LONGEST SIDE OVER 30" SIGNS SHALL BE NOTCHED FOR USE WITH E-450 BRACKETS 2-3/8" O.D. 9" STREET NAME SIGNS SHALL HAVE 6" UPPER CASE LETTERS WHITE ON GREEN HIGH INTENSITY GRADE SHEETING WITH WHITE SERIES E BORDER p ALL SIGNS SHALL CONFORM TO SECTIONS 2564 AND 3352, n SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. BOULEVARD GRADE IIIIIII11=1111111=(IIIIIIII � o=IIIIII -11111111=(IIIIIIII (IIIIIIII -— e° �IIIIIIVI IIIIIIII ego IIIIIIII � ° -(IIIIIIII IIIIIIII TUBULAR POSTS SPECIFICATIONS (IIIIIIII— a° IIIIIIII—IIIIIIII TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFFIC g °p° CONTROL SIGNS, SHALL VARY IN LENGTH, SHALL HAVE (IIIIIIII �i A DIMPLED TUBE BELOW GRADE OR INSTALL A ANTI- ROTATION (IIIIIIII aQ° — DEVICE TO PREVENT TUBE FROM TURNING, SHALL BE m° IIIIIIII 2-3/8" O.D., SHALL BE GALVINIZED AND SHALL HAVE IIIIIIII °p °°a = A WEIGHT OF 2LB./FT. CONUT NO EC CONCREO ETGROUT TO BE MIXED THOROUGHLY WITH WATER BEFORE INSTALLATION NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE TO BE INSTALLED Standard Plate Library City of Monticello 40 Sign Installation No Scale / SAME SLOPE AS ROADWAY HORIZONTAL (FORMS MAY BE TILTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3"R pY``'�'�, fi 1/2 " 3"R 3 `� 6" 13 1/2 " SLOPE 0.06 FT/FT SLOPE 3/4"/FT 2" MIN - ` HORIZONTAL-,," 1ti MNDOT JiSLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED T A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE — 0.0474 CU YDS / LIN FT (8612) MAY BE TILTED B612 CONCRETE CURB & GUTTER CONCRETE - 21.1 FT CU. YDS. B612 DIVIDER PLATE 3"R 1 6 1/2 " 3"R 3� - 6" 13 1/2 " O SLOPE O0..06 FT/FT SLOPE 3/4"/FT - 2" IN 2" 7" (// V HORIZONTAL LINE A8 MNDOT ® SLOPE 0.06 FT/FT NORMAL, UNLESS / STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED IF A DIFFERENT SPECIFICATION REFERENCE 2531 CUTTER MAY BE TILOPE TED IS PERMITTED, THE FORM CONCRETE — B618 CONCRETE CURB & GUTTER CONCRETE — 17.26FT / CUYDSLIN FT (B618) . (B6 8) 12" 3/4 /PER FT 1/2"R 1/2"R 3" "�10" HORIZONTAL �. LINE I- 2'- 0" I MODIFIED DESIGN "D" CURB & GUTTER Title: Standard Plate Library Concrete Curb &Gutter for Streets City of Monticello Date: 03-05 Plate No. Revised: 03-15 5005 10 Curb and Gutter No Scale CONCRETE CURB AND GUTTER EXPANSION JOINTS W B —A 5' 18" JSION A EXPANSION JOINTS PLAN VARIABLE _ 114 FERN 4 a 17 5' MIN. 18" SECTION A —A Title: Typical Traffic Sign Title: Commercial Driveway Installation Standard Plate Library Entrance Date: 03-05 Plate No. City of Monticello Date: 03-05 Plate No. Revised: 5017 - 5008 03-15 Revised' 03-15 I 20 Commercial Driveway Enterance No Scale DRAWINGS BY LI\v Land & Resource Consulting 14260 23rd Ave N Plymouth, MN Phone: 763-340-0699 DRAWINGS FOR 688 Bryant, LLC 301 W. County Rd E2 New Brighton, MN 55112 Phone: 612-290-6266 PROJECT Jimmy John's Monticello, MN CERTIFICATION I hereby certify that this pla specification, or report was prepared by under my direct supervision an m a duly Licensed Professi inginpqr under t� laws of the St innO Ilk Gel�� 0 Ran II C. He d MN. Lic. No. 19576`FO �O Date: ISSUED FOR ISSUE / REVISION DATE Site Plan Application 12.04.2023 SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan Application SHEET TITLE Civil Construction Details SHEET NUMBER C7.2 Copyright Land & Resource Consulting DRAWINGS BY SMOOTH SLOPED MORTAR CAP PAINTED PT-9 SAFETY RFD (2 DO.4T5 MihC_) 8" o STANDARD STL.PT.PE FILLED WITH CONCRETE AND PAINTED PT -I} SAFETY RED 12 COATS MIN_) 1 E}CfSTING P,4V17919 18" CONCRETE FOOTING- t: y z (2) NO- 6 BARS 12- LONG EACH = WAY, WELD TO PIPE rr I G_C_ TO COORDINATE INSTALLATION OF EQUIPMENT PER THE MAIN STREET MENU SYSTEMS REQUIREMENTS (A PRODUCT OF THE HOWARD COMPANY. INC.) 10 U2" SPEAI4ER STAND �.� f'LCtL r� Irk MAGNETIC LOOP CONCRETE —� — -- VERIFY FROST •q ,, DEPTH PER LOCAL CODFJADJUST LOOP SUPPORT 314" COMMUNICATION CONC. BASE- 1'-6'X 1'-6" CONDUIT TO RUN 1' �" X 1'-15" FLUSH Wf TOP OF TO DRIVE THRU CONCRETE COMMUNICATION PANEL FOR DUPLEX OPERATION IMPORTANT: AUDIO CABLE MUST BE SHIELDED, TWISTED PAIR AND THE CABLE FOR THE MICROPHONE MUST IN A SEPARATE CABLE. IF THE MICROPHONE FUMING IS IN A CABLE WITH OTHER PAIRS (BEING USED ELECTRICALLY IN THE SYSTEM , COMMUNICATION PROBLEMS WILL OCCUR. 5 Bollard Detail 303 Speaker Post Detail � Detection I Speaker Isometric No Scale No Scale No Scale 1-1 34" CONDUIT FOR 120 1." VAC POWER 5- 2" Ir 4'-4" �T ti f j l M!� `r M 6" STUB -UP FOR I TOP CONDUITS OF CURB - - PREFABRICATED - _ ANCHOR BOLT CAGE PROVIDED BY G-C. Cn". = CONCRETE FOOTING -7 BY G.C. VERIFY FROST DEPTH PER LOCAL C ODEIADJ UST MICROPHONE-2-2 GA RED & BLACK 2 CONDUCTOR- AUDIO CABLE -OUTDOOR WIRE NOTE- SOLDER & INSULATE BOTH MAGNETIC LOOP CONNECTION — tUlP.G1VETIC LOOP (COORDINATE REOTS WITH MFR AND JJ CONSTRUCTION} MAGNETIC LOOP BELOW CONCRETE DRIVE - CUT1LREPLACE PAVING AS REQUIRED. I PIPE BOLLARD - �� SEE- 051AO02 - - I 1 - - SPEAKER POST - .� r r SEE 081A003 MENU BQARD- � SEE 041A003 3W' CONDUIT FOR POWER TO ELECTRICAL PANEL 404 Drive Thru Menu Board 20 Drive Thru Equipment Plan No Scale No Scale 3I4" CONDUIT FOR DATA TO COMMUNICATION PANEL GROUND WIRE (BLUE OR BLACK) SPEAKER: 22 GA WIRE, COLOR IS GREEN & WHITE 34" COMMUNICATION CONDUIT TO RUN TO DRIVE THRU COMMUNICATION PANEL / CUT CONDUIT 2" ABOVE CONCRETE FOR MIC SSPEAKER i ='AIN I CURE LI\v Land & Resource Consulting 14260 23rd Ave N Plymouth, MN Phone: 763-340-0699 DRAWINGS FOR 688 Bryant, LLC 301 W. County Rd E2 New Brighton, MN 55112 Phone: 612-290-6266 PROJECT Jimmy John's Monticello, MN CERTIFICATION I hereby certify that this pla specification, or report was prepared by under my direct supervision an m a duly Licensed Professi ngin r under t� laws of the St inner 01+1 Ran&ll C. HIM ��r MN. Lic. No. 1957� Date: VO ISSUED FOR ISSUE / REVISION DATE Site Plan Application 12.04.2023 SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan Application SHEET TITLE Civil Construction Details SHEET NUMBER C7.3 Copyright Land & Resource Consulting �° 0 \ General Site Notes DRAWINGS BY ST / / 1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Dimensions are to outside foundation wall, back of curb or edge of bituminous pavement unless noted I \ otherwise on the drawings. V Land & Resource Consulting 3. The buildingand structure location and orientation is shown on the plans in relation to theproperty p � ° r� boundaryand right-of-way. Adjacent Zoning: B-3 \ \ g Y 14260 23rd Ave N g Align proposed sidewalk to Adjacent Zoning: B-3 Plymouth, MN HighwayBusiness 4. Building and structure dimensions are approximate. Architectural and structural plans shall be utilized to Phone: 763-340-0699 existing sidewalk's \ HI hwa Business stake the new structures and buildings. District ST � � pedestrian ramp \ y ST) \ District 5. Erosion control and sedimentation control measures shall be installed and inspected prior to the start of DRAWINGS FOR / construction. Existing Sidewalk 6. City infrastructure shall be built in accordance with Monticello material and construction methods. In the d C7.2 Sidewalk event of a discrepancy, the City Standards shall govern. 6HH Bryant, LLC d T 7-7 3 Detail � 7 \ a 7. Improvements within the County right-of-way shall be constructed in accordance with County Construction / shall h d d St t C th di f t th I d d 20 Stanars. n e evenoa discrepancy, e County Standards sagovern. s'x ST \ 301 W. County Rd E2 �+�► / Drive Thru C7.3 7 New Brighton, MN 55112 � Equipment All 0*Phone: 612-290-6266 Aq °z r� Zoning & Setback Summary ° cos Drive thru equipment 00, Existing Zoning Designation: B-3 Highway Business District �. ° a PROJECT / \ \ • speaker post \ / • menu board Building Setback Requirements: magnetic loop ~�L� Front Yard: 30' \ G / ^�� Rear Yard: 20' Jimmy Johns c� \ Side Yard (Interior): 10' °z / �< Side Yard (Street): 20' / / \ Menu Boards �� \ Monticello, MN \ Parking Setback: 6 a Accessible C7.2 / � \ \ � � � �� \ Sign 9 �� o L� Minimum Lot Size: No minimum CERTIFICATION Loop Detector ^ ��. Clearance Bar Minimum Lot Width: 100' SI na a Maximum Height: 30' (2 floors) I hereby certify that this pia specification, or g g \ report was prepared by under my HandicapStall (!7 7.2 \ Sao �� \ direct supervision an m a duly / Licensed Professi ingin r under t & Marking &8 'o o a \ laws of the St inn �06 p �`�' / Area Summary lea d✓i,� ° Existing: �j G k�hR �'y✓oh \ Pervious: 35,265 sf 0.81 ac 100% �0 ,6 �s / Ran II C. He d Commercial C7.2 a z� 4sf °s� ° Impervious: 0 sf 0.00 ac 0% MN. Lic. No. 1957�� Driveway Access 2 a ` �� , 260 ��°° ti \ Total 35,265 sf 0.81 ac 100% O 6, / �� Date: .0 / Proposed: N / Pervious: 7,490 sf 0.18 ac 23 % ISSUED FOR �A o 01 / Impervious: 27,325 sf 0.63 ac 77% ISSUE / REVISION DATE Total 35,265 sf 0.81 ac 100% as \ Site Plan Application 12.29.2023 � Revised Site Plan Application 12.29.2023 Building Summary \ Building Gross Floor Area: 2,104 sf Projected # of Employees: See Architectural Plans Number of Seats: See Architectural Plans C, 2 Parking Summary Parking Requirement: / o Dining Area - (605 sf) 1 sp per 40 sf floor area = 16 spaces Pick -Up Counter Area - (61 sf ) 1 sp per 15 sf floor area = 4 spaces .0' Kitchen Area - (891 sf) 1 sp per 80 sf floor area = 11 spaces Sidewalk C7.2 \ 0 Required Parking Count: 31 stalls o Provided Parking Count (Total): 44 stalls CV* Detail 3 \ \ Standard:42 ^, V Accessible: 2 Light Duty C7.2 \ \ Parking Stall Dimensions: 9' x 20' Pavement Section 5a Parking Aisle Dimensions: 24' wide SUBMITTAL INFO Trash CJ.3 Enclosure e� Review By: Todd Olin J� IHeavy Duty C7.2 Project # : 23010 Pavement Section 5b Legend Submittal Date: 12-29 2023 OX Parking Count Submittal Phase: Site Plan / Application SHEET TITLE i Site Plan i Adjacent Zoning: B-3 Highway Business ( SHEET NUMBER District Q C2.0 //0/1mllm2024 DRAFT� Know what's bCIOW. \ Call before You dig. Copyright Land & Resource Consulting N E 0 C N Li 2'— 0" 50'— 0" �i co F — -- I — RESTAURANT 0 00 I 2,104 S.F. I iv I = � � I I L 00 I = � I :n: I II I n, I I I 26'-0" 1 FLOOR PLAN Al SCALE: 3/16" = 1'-0" TOP OF PARAPET EL. 120' — 0" BOARD & BATTEN _ ENGINEERED WOOD SIDING SCREEN WALL EL. 110'-0" ROOF ACCESS LADDER ; 10' MECHANICAL 9' — 0„ w N w w Ci LL t1 ■ r' TOP OF PARAPET ' EL. 118'-0" 10' PRE —FINISHED METAL CANOPY ANODIZED ALUMINUM FRAMES------� FINISHED FLOOR EL. 100'-0" O � I I TOP OF FOOTING N EL. 96'-8" N WOOD —LOOK FIBER PRE —FINISHED METAL CEMENT SIDING PANEL CAP FLASHING BOARD & BATTEN ENGINEERED WOOD VZ SIDING I I I I — — — — — — — — — — — — — — — — 1 L— — — — — — — — — — — — L — — — — — — — — — — — — — — — w J 0 2 SOUTH ELEVATION F Al SCALE: 3/16" = 1'-0" 1 ROOF ACCESS LADDER TO PATIO PRE —FINISHED METAL CAP FLASHING TOP OF PARAPET F , EL. 120'-0" BOARD & BATTEN ENGINEERED WOOD SIDING / — - s 24' — 0" PRE —FINISHED METAL FSIGNAGE CAP FLASHING FINISHED FLOOR EL. 100'-0" A$ TOP OF FOOTING EL. 96'-8" WOOD —LOOK FIBER �� CEMENT SIDING PANEL FINISHED FLOOR EL. 100' — 0" I I TOP OF FOOTING �I------------------IT EL. 96'-8" 04 NORTH ELEVATION Al SCALE: 3/16" = 1'-0" I LI--------- L 3 EAST ELEVATION Al SCALE: 3/16" = 1'-0" �SIGNAGE TOP OF PARAPET EL. 118' — 0" ` - cv WOOD —LOOK FIBER CEMENT SIDING PANEL BOARD & BATTEN ENGINEERED WOOD SIDING FINISHED FLOOR EL. 100'-0" TOP OF FOOTING EL. 96' — 8" -- J TOP OF PARAPET EL. 120'-0" SCREEN WALL EL. 110'-0" ENGINEERED WOOD SIDING MFR: LP SMARTSIDE STYLE: BOARD & BATTEN COLOR: ABYSS BLACK (OR SIMILAR) WOOD —LOOK FIBER CEMENT PANEL MFR: NICHIHA COLOR: VINTAGE WOOD 'CEDAR" (OR SIMILAR) ANODIZED ALUMINUM FRAMES GLASS: TINTED INSULATED FRAME COLOR: DARK BRONZE PRE —FINISHED METAL COLOR: BLACK CHECK: 83 S.F. OF 3,930 S.F. TOTAL FACADE 83/3,610 = 2% < 15% MAXIMUM ,[—PRE—FINISHED METAL CAP FLASHING WOOD —LOOK FIBER CEMENT SIDING PANEL ------------------ TOP OF PARAPET EL. 120'-0" PRE —FINISHED METAL CANOPY ANODIZED —allr ALUMINUM i �� EE6 FRAMES I I I II T-] --------�I-------- LT� L- — — — — — — — — — — — — — — — L — — — — — — 05 WEST ELEVATION Al SCALE: 3/16" = 1'-0" L A M P E R T A R C H I T E C T S 420 Summit Avenue �. St. Paul, MN 55102 101 Phone:763.755.1211 Fox:763.757.2849 lam pert®lam pert—arch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A y DULY LICENSED ARCHITECT UNDNL E LAWS OF THE S;E OTA, SI ATURE •( LE IvIPE T PRINT 13669 LICE IC E TE V) Copyright 2023 Leonard Lampert Architects Inc. Project Designer: L. SCHMIDT Drown By: LLS Checked By: ILL Revisions 10/3/23 PRELIMINARY 10/13/23 REVISED PRELIM. 11/29/23 COORDINATION 12/1/23 CITY SUBMITTAL FLOOR PLAN BUILDING ELEVATIONS Sheet Number Al Project No. 230724-3 I F- -- - - -- -,� I 16'-0" 21'-0" � I I I � I RTU A2 SCALE SETBACK 3/32" = 1'-0" CEDAR STREET DIAGRAM 2 RTU SIGHTLINE DIAGAM A2 SCALE: 3/32" = 1'-0" 13'-0" SITE L1NE _ OF PARAPET _ — — RTU AREA 118'-0- — II II IIII IIII IIII IIII II III IIII II II IIII-----__ ------- PROPERTY LINE PROPERTY LINE o � - TOP OF PARAPET — -- _ — —� EL. 120'-0" — RTU AREA — — _ _ SI TE SIN SITE I ---- DRIVE THRU — — �� LANE 1 OAKWOOD DRIVE EAST _ �, DRIVE THRU � — — 3 RTU SIGHTLINE DIAGAM ,42 SCALE: 3/32" = 1'-0" E 0 C a) L- PROPERTY LINE PROPERTY LINE L A M P E R T A R C H I T E C T S 420 Summit Avenue �. St. Paul, MN 55102 101 Phone:763.755.1211 Fox:763.757.2849 lam pert®lam pert—arch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A y DULY LICENSED ARCHITECT UNDO- E LAWS OF THE ST T ETSOTA. SI ATURE • LE tPE T PRINT 13669 ��V 6LICE TE V) OVA Copyright 2023 Leonard Lampert Architects Inc. Project Designer: L. SCHMIDT Drown By: LLS Checked By: ILL Revisions 12/1/23 CITY SUBMITTAL SCREENING DIAGRAM Sheet Number III i ill i i it Project No. 230724-3 NORTH ELEVATION EAST ELEVATION SIDING #1 NICHIHA VINTAGE WOOD 'CEDAR' (OR SIMILAR) SIDING #2 LP SMARTSIDE BOARD & BATTEN ABYSS BLACK (OR SIMILAR) PRE -FINISHED METAL FIRESTONE BLACK SOUTH ELEVATION FRAMES ANODIZED ALUMINUM DARK BRONZE JIMMY JOHNS Monticello, Minnesota WEST ELEVATION 101 0 12/1/23 NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL COLORS NEED TO BE FIELD VERIFIED. J 0 J w U z 0 V) z 0 r 7) 1-11 J J w U z 0 V) z 0 } iv E 0 0 Ll- 4 00 IOo rk GROUND COVER OR MULCH AS SPEC. TURN BACK BURLAP REMOVE POLY AND WIRE SET BALL ON UNDISTURBED GROUND BACKFILL WITH EXISTING SOIL 4 SHRUB PLANTING DETAIL L1 SCALE: NOT TO SCALE 3x ROOTBALL DIAMETER 3 TREE PLANTING DETAIL L1 SCALE: NOT TO SCALE 13'-4" F- / 5" CONCRETE SLAB ON GRAD / OVER COMPACTED . CLASS 5 BASE I /. #4 VERT. BARS AT 32" O.C. i I� DOWEENT LSINTO FTG. I i J' I APRON 2 TRASH ENCLOSURE L1 SCALE: 1 /4" = V-0" RETAIN TREES NATURAL FORM. REMOVE ONLY DEAD OR DAMAGED BRANCHES DO NOT CUT LEADERS ROOT COLLAR 1-2" ABOVE GRADE WOOD CHIP MULCH REMOVE WIRE BASKETS AND POLY TIES. CUT BURLAP FROM UPPER 1 /2 OF BALL EXISTING GRADE BACKFILL WITH EXISTING SOIL. WATER THOROUGHLY TO ELIMINATE AIR POCKETS BREAK DOWN SIDES OF HOLE UNDISTURBED SOIL BENEATH BALL HINGE BY GATE SUPPLIER. PROVIDE CONVEX NOTCH IN RING FOR POSITIVE STOP AT 105 DEGREES OPEN. PROVIDE ZERK FITTING FOR HINGE LUBRICATION VERTICAL COMPOSITE WOOD SIDING OVER TUBE STEEL DOOR FRAMES WITH COMPOSITE WOOD LATCH (2) 6'-0" WIDE x 5-6" HIGH IrL-- 00 FLUSH BOLTS I INTO CONC APRON I 6"0 STEEL BOLLARD II GROUTED SOLID FOR GATE MOUNTING ELEVATION 'A' PLANTING SCHEDULE QTY. KEY COMMON NAME BOTANICAL NAME 6 AB AUTUMN BLAZE MAPLE ACER FREEMANII 6 AL AMERICAN BLVD LINDEN TILIA AMRICANA 'BOULEVARD' 4 I BH I BLACK HILLS PICEA GLAUCA DENSATA SPRUC14 a, RED TWIGGED CORNUS BAILEYI 'CARDINAL' DOGWOOD 14 COMPACT EUONYMUS ALATUS 'COMPACTA' BURNING BUSH 14 GOLDMOUND SPIREA SPIREA X BUMALDA 'GOLDMOUND' LANDSCAPE NOTES: 1. SEED/SOD AREAS AS SHOWN ON THE PLAN. 2. SEE PLAN FOR PLANTINGS LOCATED IN ROCK MULCH BED. ROCK MULCH BEDS SEPARATED FROM SOD BY BLACK VINYL EDGER. OTHER PLANTINGS TO HAVE WOOD MULCH RING TO PREVENT WEED GROWTH AND CONSERVE WATER. 3. UNDERGROUND IRRIGATION SYSTEM TO BE PROVIDED FOR ALL FOUNDATION PLANTINGS AND TURF AREAS. PROVIDE MOISTURE SENSOR. IRRIGATION DESIGN BY CONTRACTOR. 4. PLANTING REQUIREMENTS NOTE: GREATER NUMBER OF PLANTINGS TO BE USED TREE REQUIREMENT (SITE ACERAGE) 0.81 ACRES Q 10.0 ACl/ACRE = 8.2 CALIPER INCHES SHRUB REQUIREMENT (BLDG PERIMETER) 206 FEET @ 2 SHRUBS/10 FT = 41.2 SHRUBS PARKING PERIMETER REQUIREMENT 353 FEET @ 8.0 ACl/100 FEET = 28.2 CALIPER INCHES PARKING ISLAND REQUIREMENT 1 TREE/180 S.F. ISLAND 25% ISLAND TO BE SHRUB COVERED TOTAL REQUIRED PLANTINGS TREES = 36.4 CALIPER INCHES < 38 CALIPER INCHES PROVIDED SHRUBS = 41.2 SHRUBS < 42 SHRUBS PROVIDED METAL CAP FLASHING OVER TREATED PLATE BOARD AND BATTEN SIDING OVER FURRING STRIPS TO MATCH BUILDING ON 8" CONC. BLOCK V .! Co CONCRETE SLAB 1r AND APRON 12"x20" CONC. FTG.� W/(2) #5's CONT. SECTION 'B' SIZE MTHD REMARKS 2.5" CAL. BB 2.5" CAL. BB 30" CALIPER INCHES 8' TALL I BB 8" CALIPER INCHES 3-4' TALL CONT. 18"-24" TALL CONT. 18"-24" TALL CONT. 41 SHRUBS LANDSCAPE PLAN SCALE: 1" = 20'-0" 0 40 �VF TRASH ENCLOSURE SEE 2/L1 PRE( PRN00, \pN CONS V) PAV ►7 Drown By: ALE Checked By: LL Revisions 12/1/23 CITY SUBMITTAL LANDSCAPE PLAN TRASH ENCLOSURE DETAIL Sheet Number I_ 1 Project No. 230724-3 DRAWINGS BY i Freestanding Pylon Sign \ \ \\ -15' Sign Setback Drive Thru Sign (Approximate location) \ °\\ i i i Sign Notes 1. Details of sign design to be provided at a later submittal. Design will conform to Monticello's sign regulations. 2. Sign Setback = 15' from property line Allowed Signs 1 Freestanding Sign Max Height: 22' Max Area: 100 sf each side 3 Additional Signs Max Height: 3' Max Area: 10 sf each, 30 sf for all three signs Proposed Signs 1 Freestanding Sign - North corner of site Max Height: 22' Max Area: 100 sf each side 3 Additional Signs -1 Drive Thru sign, 2 Wall signs Max Height: 3' Max Area: 10 sf each, 30 sf for all three signs PRE -FINISHED METAL CAP FLASHING q WOOD -LOOK FIBER TOP OF PARAPET, I SIGNAGE EL. 120'-0" TOP OF PARAPET I CEMENT SIDING PANEL EL. 118'-0" = CEMENT SIDING PANEL I WOOD -LOOK FIBER— BOARD & BATTEN ENGINEERED WOOD SIDING j I�I FINISHED FLOOR EL. 100-0" TOP OF FOOTING Tr EL. 96' 8" I -- - - - - - - - - - - - - - �]------ - - - - Li - ----- - - - - - - - - - - - - - - - ---------- - - - — Wall Sign - West Elevation (:: ) No Scale TOP OF PARAPET EL. 120'-0" SCREEN WALL EL. 110'-0" FINISHED FLOOR EL. 100-0" TOP OF FOOTING EL. 96'-8" ROOF ACCESS LADDER PRE -FINISHED METAL SIGNAGE CAP FLASHING PRE -FINISHED METAL CANOPY ANODIZED ALUMINUM FRAMES I I I I TI--------------------------------------------------I-r-h i_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 — J 2 Wall Sign - East Elevation No Scale .00K FIBER SIDING PANEL • 1 4 Know what's NOW. Call before you dig. -.4 � L IX%o Land & Resource Consulting 14260 23rd Ave N Plymouth, MN Phone: 763-340-0699 DRAWINGS FOR 688 Bryant, LLC 301 W. County Rd E2 New Brighton, MN 55112 Phone: 612-290-6266 PROJECT Jimmy John's Monticello, MN CERTIFICATION I hereby certify that this pla specification, or report was prepared by under my direct supervision an m a duly Licensed Professi iriginaer under t� laws of the St inn O Ranll C. HIM ��r MN. Lic. No. 1957� Date: VO ISSUED FOR ISSUE / REVISION DATE Site Plan Application 12.04.2023 SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan Application SHEET TITLE Sign Plan SHEET NUMBER C6.0 Copyright Land & Resource Consulting Land & Resource L I \ v Consulting Stormwater Memo To: Angela Schumann From: Todd Olin, Land & Resource Consulting Re: Jimmy John's, Monticello — Stormwater Memo Dear Ms. Schumann, November 29, 2023 Jimmy John's, Monticello is a proposed commercial lot located on the south corner of Cedar St. and Oakwood Dr. in the City of Monticello, Minnesota. The proposed development has a disturbed area of 0.81 acres, 77% of which is impervious. The proposed storm sewer design for the project will collect and route 4.4 cfs (10-yr event) into existing storm sewer. Half will route to the existing storm sewer in Oakwood Dr. while the rest will be directed into the existing storm sewer south of the site. The catch basin manholes onsite will contain 4' sumps to provide pretreatment. Refer to the Appendices for the Drainage Areas, and Storm Sewer Calculations. Sincerely, Land & Resource Consulting Inc. o � r / J, odd Olin, President 14260 23rd Avenue N., Plymouth, Minnesota 55447 Appendix A: Storm Sewer Drainage Areas NS Legend Drainage Boundary XXX Catch Basin N 0 50 100 DRAWINGS BY LA1-QL� Land & Resource Consulting 14260 23rd Ave N Plymouth, MN Phone: 763-340.0699 DRAWINGS FOR 688 Bryant, LLC 301 W. County Rd E2 New Brighton, MN 55112 Phone:612-290-6266 PROJECT Jimmy John's Monticello, MN CERTIFICATION hereby certAy that this O.Pnder eficahon, or report was prepared by my direct supervision an a duly Lroensed Professi runder t� laws of theS nn O Ran IC He d MN. Lic. No.19576\� Date 2ffag naa ?va ISSUED FOR ISSUE I REVISION DATE New Bldg Footpr nt-Adi. Site 11 22 2023 Submitted to City 12042023 SUBMITTAL INFO Review By: Todd Olin Project # : 23010 Submittal Date: 12-04-2023 Submittal Phase: Site Plan SHEET TITLE Storm Sewer Drainage SHEET NUMBER Cap ht lend 6R..—ulti,g Appendix B: Storm Sewer Design Calculations 1 Land Resource Consulting STORM SEWER DESIGN DATE: 09/12/23 STORM EVENT: 10 (PROJECT NAME: JJ's Monticello DESIGNED BY: JK 1PROJECT NUMBER: 23010 REGION: Central PROJECT CITY: Monticello PROJECT COUNTY: Wright 1PROJECT ENGINEER: RH Location Drainage Areas - A Runoff Coeff. - C Tc - Time of Conc. I - Intensity Q - Rate Pipe Upstream Structure Downstream Structure Basin Pipe Basin Pipe CB Pipe Total CB Total CB Pipe Len. Dia. Grade Man's. Vel. Cap. Excess Build Drop Build From To (Ac.) (Ac.) Indiv. Avg. (Min.) (Min.) (Min.) (In/Hr) (In/Hr) (CFS) (CFS) (Ft.) (In.) o (/o) Mat'I. n (FVS) (CFS) Cap. Structure Top Rim Invert (Ft.) Structure Top Rim Inlet Match (Ft.) (Ft.) CBMH 1 CB 5575 0.41 0.41 0.91 0.91 7.0 0.1 7.1 6.86 6.86 2.6 2.6 43 12 2.50 RCP 0.013 7.2 5.6 3.1 CBMH 1 958.90 954.49 4.41 CB 5575 957.69 953.41 8/10ths 4.28 CB 5575 STMH 5574 0.08 0.93 0.63 0.81 7.0 0.0 7.2 6.86 6.86 0.3 5.2 18 15 7.00 RCP 0.013 13.9 17.1 11.9 CB 5575 957.69 953.21 4.48 STMH 5574 957.95 951.95 Invert 6.00 CB 5572 CB 5575 0.44 0.44 0.75 0.75 7.0 0.2 7.2 6.86 6.86 2.3 2.3 64 12 1.80 RCP 0.013 6.1 4.8 2.5 CB 5572 958.01 954.56 3.45 CB 5575 957.69 953.41 8/10ths 4.28 CBMH 2 STMH 5011 0.31 0.31 0.86 0.86 7.0 0.1 7.1 6.86 6.86 1.8 1.8 29 12 1.00 RCP 0.013 4.5 3.6 1.7 CBMH 2 959.46 955.43 4.04 STMH 5011 960.82 955.14 Drop 0.45 5.69 STMH 5011 STMH 5010 0.27 0.85 0.95 0.92 7.0 0.0 7.1 6.86 6.86 1.8 5.4 9 12 4.50 RCP 0.013 9.6 7.6 2.2 STMH 5011 960.82 954.69 6.14 STMH 5010 960.38 954.28 Invert 6.10 STMH 5013 STMH 5011 0.27 0.27 0.95 0.95 7.0 0.1 7.1 6.86 6.86 1.8 1.8 25 12 2.00 RCP 0.013 6.4 5.0 3.3 STMH 5013 960.98 955.69 5.30 STMH 5011 960.82 955.19 Drop 0.50 5.64 Prepared by Land Resource Consulting 11/29/2023 Page 1 CITY OF Mont Co December 13, 2023 Re: Jimmy Johns Baskin Robbins City Project # 2024-02 OFFICE:763-295-2711 FAX:763-295-4404 505 Walnut Street Suite 1 I Monticello, MN 55362 The Engineering Department has reviewed the Civil Plans for the Jimmy Johns/Baskin Robbins site dated 12-4-2023 as prepared by LRC and offers the following comments: General Comments 1. Install 6' concrete sidewalk along Cedar Street. Also, recommend creating a sidewalk connection from the building to the public sidewalk. 2. Existing water service stub may be a 6", contractor will need to field verify. 3. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements when building plans are available. 4. The stormsewer connection to the south appears to cross adjacent property, provide easement for the connection. 5. If 1 acre or more is proposed to be disturbed a SWPPP will need to be created and implemented and NPDES construction stormwater permit will be required. 6. Streets, parking lots, and utilities shall be designed in accordance with the applicable City Subdivision Ordinances and the City's General Specifications and Standard Details Plates for Street and Utility Construction. The City is not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. Please have the applicant provide a written response addressing the comments above. Please contact the Engineering Department with any questions. Sincerely, Ryan Melhouse Project Engineer www.ci.monticeIlo.mn.us City Council Agenda: 1/22/2024 2H. Consideration of approving a license agreement between the Citv of Monticello and Prosperitv Avenue LLC (108 Cedar Street) for use of the Cedar Street right of way. Applicant: Citv of Monticello Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 1/22/2024 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, Assistant City Engineer, Chief Building & Zoning Official ACTION REQUESTED Motion to approve a license agreement between the City of Monticello and Prosperity Avenue LLC (108 Cedar Street), for use of the Cedar Street right of way. REFERENCE AND BACKGROUND The owner of the property at 108 Cedar Street, Prosperity Avenue LLC is requesting the use of a small portion of the Cedar Street right of way to continue use of a canopy feature on the existing building. The building at 108 Ceder Street is currently undergoing remodeling for its use as The Farm & Floral Market, a specialty retail location for the core downtown. As the owner was working through remodeling plans, it was noted that the existing front canopy structure partially encroaches into the City's Cedar Street right of way. The owner hopes to reconstruct the canopy feature, continuing the existing limits and use. The encroachment into the Cedar Street right of way is varied in width, but at its maximum is 3.2' in width. The canopy in total is expected to be 6' in total width. In considering the license, staff evaluated the potential future uses in the area and street right of way needs. This portion of Cedar Street is already improved with a sidewalk and the street section is adequate for expected traffic. On -street diagonal parking may be a future consideration and could impact the canopy area, however the license agreement provides the City the flexibility to coordinate with the property owner and terminate the agreement if needed. The license agreement utilizes the standard City template, with modifications specific to the proposed use. The agreement requires the license area to remain publicly accessible and is non- exclusive to the licensee. The agreement further requires the licensee to maintain the licensed City Council Agenda: 1/22/2024 area in good repair. The City may remove the improvements in the circumstance that they become unsafe, or should the City need the right of way in the future. The agreement also includes insurance and termination provisions. I. Budget Impact: There is no cost to the licensee for the use of the right of way. II. Staff Workload Impact: Staff have spent an estimated 2 hours in the preparation, review and negotiation of this document. III. Comprehensive Plan Impact: The license agreement supports amenities which are in direct support of Monticello 2040 and Downtown Small Area plan goals for a vibrant, active and safe downtown. STAFF RECOMMENDED ACTION Staff recommends approval of the license agreement. The proposed use is consistent with approved development site plans, as well as the City's Downtown Roadway & Pedestrian project plans. SUPPORTING DATA A. License Agreement B. Survey C. Front Site Elevations LICENSE AGREEMENT THIS LICENSE AGREEMENT is made, executed and entered into this day of , 2024, by and between the CITY OF MONTICELLO, a municipal corporation and political subdivision of the State of Minnesota ("City") and PROSPERITY AVENUE LLC, a Minnesota Limited Liability Company ("Licensee"). WITNESSETH WHEREAS, the City is the owner of a certain tract of land ("Property") utilized for public road right of way purposes. WHEREAS, "Licensee" desires to obtain a license over and across the Property to use a portion of the Property for the purpose of an exterior commercial roof canopy and planting fixtures (the "Improvements"). WHEREAS, the City is amenable to the granting of the license hereinafter set forth, subject to the terms and conditions hereinafter described. NOW, THEREFORE, in consideration of the payment of One Dollar ($1.00) and other good and valuable consideration to the City in hand paid, the receipt and sufficiency of which is hereby acknowledged, and upon mutual covenants and conditions contained herein, the parties do hereby agree as follows: 1. The City does hereby grant to "Licensee" a non-exclusive license to construct, maintain, and utilize the Improvements over and across the Property legally described on the attached Exhibit "A". 2. Exhibits. The following exhibits are attached to and by reference made a part of this License Agreement: Exhibit "A" - Legal description of Licensee and City Property. Exhibit "B" - Depiction of Improvements. Exhibit "C" - Description of permitted uses. 105061 3. Premises to be Used. The City agrees to allow "Licensee" to construct/install the Improvements on a portion of the Property as depicted in Exhibit `B". The design and construction of the Improvements may be modified by the City at any time for safety reasons. The legal description of the Licensee and City property is attached as Exhibit "A". 4. Construction. "Licensee" shall be obligated at its sole cost and expense to construct/install the Improvements in a good and workmanlike manner and in accordance with all applicable codes and regulations. 5. Conditions. The City and "Licensee" agree that "Licensee" will use the Property subject to the following conditions: A. "Licensee" acknowledges that "Licensee" has inspected the Property and is fully satisfied with its physical condition and agrees to accept the Property in its present "as is" condition. Neither the City nor any representative of the City has made any warranties or representations upon which "Licensee" relies with respect to the physical condition of the Property. B. "Licensee" accepts the Property subject to such conditions, restrictions, and limitations, if any, that presently appear of record in regard to the Property. C. "Licensee" accepts the Property subject to any applicable health, life, safety, fire, or zoning ordinances, codes, regulations or statutes of the City, the County of Wright, the State of Minnesota, or any other governmental body now existing or which may hereinafter exist by reason of any legal authority during the term of this License Agreement. D. "Licensee" accepts the Property and is satisfied as to the boundary lines and contents of its premises and likewise satisfied with the sufficiency of the present title of the City. 6. Term. The term of this License Agreement shall be for five (5) years and will begin on the 22"d day of January, and will end on the 31 st day of January, both dates inclusive, unless sooner terminated as hereinafter provided. ("Initial Term".) Thereafter, this License Agreement shall renew automatically, for five year periods ("Renewal Terms"), until either parry terminates the License Agreement by giving the other party ninety (90) days advance written notice. 7. Termination. The City may immediately terminate the conditions of the License Agreement if, in the sole discretion of the City, the Property is deemed to be unsafe or the City should require the use of the Property. In the event the City terminates the License Agreement because of safety concerns, "Licensee" shall forfeit their interest in its entirety and comply with the requirements set forth in Section 15 when vacating the premises. 8. Use. "Licensee's" use of the Property is non-exclusive. "Licensee" may use the Property during the term of this License Agreement for the nonexclusive uses set forth in Exhibit «C .95 112013 2 9. Repair and Maintenance. The City and "Licensee" agree that "Licensee" will be responsible for any and all repair and maintenance of the Improvements to the Property during the term of this License Agreement. Maintenance shall include, but not be limited to, keeping the Property clean of snow, litter or trash. The City shall be allowed unrestricted access to the Property for any purpose including, but not limited to, maintaining or installing utilities on the Property. 10. Indemnification. "Licensee" agrees to indemnify and save harmless the City from and against all liability, damages, penalties, judgments, or claims of whatever nature arising from injury to person or property sustained by anyone arising out of "Licensee" use and occupancy of the Property and will at "Licensee" own cost and expense defend any and all suits or actions (just or unjust) which may be brought against the City or in which the City may be impleaded with others upon any such above -mentioned matter, claim, or claims. This indemnification in no way limits "Licensee's" obligation to maintain a blanket or other general liability insurance policy for the benefit of the City. This indemnity and hold harmless agreement will include indemnity against all costs, expenses, and liabilities incurred in or in connection with any such claims or proceedings brought thereon and the defense thereof. 11. Liability Insurance. "Licensee" will, at "Licensee's" sole cost and expense, provide and maintain during the term of this License Agreement a blanket or general liability insurance policy against claims for personal injury, death, or property damage occurring in connection with the use and occupancy of the Property, said policy will have limits of not less than One Million and 00/100 Dollars ($1,000,000.00) combined single limit. 12. Requirement for All Insurance. All insurance policies (or riders) required by this License Agreement will be (i) taken out by "Licensee" and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) will contain a provision that the insurer will not cancel or revise coverage thereunder without giving written notice to "Licensee's" as an insured party and to the City as an additional insured at least thirty (30) days before cancellation or revision becomes effective, (iii) will name "Licensee" as an insured party and "City of Monticello" as an additional insured, (iv) will be in accordance with specifications approved by the City Administrator for the City, and (v) will be evidenced by a Certificate of Insurance listing "City of Monticello" as an additional insured which will be filed with the City. 13. Assignment and Subletting. "Licensee" will not by operation of law or otherwise assign or sublet or permit the Property as depicted and described in this License Agreement to be used by others without the City's prior written consent in each instance. 14. Default. If "Licensee" at any time defaults in the observance of any of the terms, covenants, and conditions of this License Agreement, including any exhibits thereto, the City will immediately notify "Licensee" of "Licensee's" failure to observe such terms, covenants, and conditions. Upon such notice being given by the City, this License Agreement will wholly cease and terminate and "Licensee" will have no rights or interests whatsoever to further use or occupy the Property. The City may reenter and recover possession of the Property either with the consent and cooperation of "Licensee" or, if such consent and cooperation are withheld, may recover possession thereof and reenter in the manner prescribed by Minnesota Statutes Chapter 566 on Forcible Entry and Unlawful Detainer, as such Chapter may be amended, supplemented, or replaced 112013 3 from time to time, with the City thereby being entitled to such rents, costs, and attorney's fees as allowed by law. 15. Surrender of Possession. "Licensee" agrees that at the expiration or cancellation of this License Agreement "Licensee" will yield up possession of the Property together with all improvements to the Property in a good, operable fashion. Upon surrendering possession of the Property "Licensee" agrees to remove all personal property belonging to "Licensee". 16. Successors and Assigns. The City and "Licensee" agree that this License Agreement will be binding upon and inure to the benefit of the successors and assigns of the parties hereto in accordance with the terms and conditions of this License Agreement and any statutes, regulations, ordinances, or city code provisions applicable thereto. 17. Written Notices or Other Correspondence. Any written notice or other correspondence to be provided by and between the City and "Licensee" in accordance with this License Agreement will be either hand delivered or mailed by registered or certified mail to the following addresses: CITY: Rachel Leonard, City Administrator City of Monticello 505 Walnut Street Monticello, Minnesota 55362 "LICENSEE": Monticello, MN 55362 18. Waiver of Default. Any waiver by the City of a default under the provisions of this License Agreement will not operate or be construed as a waiver of a subsequent default by "Licensee". No waiver will be valid unless in writing and signed by the Mayor and attested by the City Clerk on behalf of the City. 19. Invalidity of Provisions. If any term or provision of this License Agreement or any application hereof to any person or circumstance is to any extent found to be invalid or unenforceable, the remainder of this License Agreement or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable will not be effected thereby and each term and provision of this License Agreement will be valid and be enforced to the fullest extent permitted by law. 20. Entire Agreement. This instrument herein contains the entire and only agreement between the parties and no oral statements or representations or prior written matter not contained in this instrument will have any force and effect. This License Agreement cannot be modified in any way except by writing executed by both parties. 112013 4 21. Governing Law. This License Agreement will be governed exclusively by the provisions hereof and by the laws of the State of Minnesota, as the same from time to time exists. IN WITNESS WHEREOF, the parties have hereunto set their hands as of the day and year first above written. CITY OF MONTICELLO By: Mayor By: City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2024, 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 112013 5 "LICENSEE": STATE OF MINNESOTA ) (ss. COUNTY OF WRIGHT ) , Its The foregoing instrument was acknowledged before me this , 2024, by the Avenue LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public THIS INSTRUMENT WAS DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 MKB day of of Prosperity 112013 6 EXHIBIT "A" Legal Description That part of Cedar Street lying according to the plat of Monticello, Wright County, Minnesota. 98111 EXHIBIT "B" Depiction of Premises and Location of Propertv Certificate of Survey 1, r l GYOgr K�r •• t -_ �`�'�srw LEGEND 0 denotes Telephone Pedesfd � decotes vower Pore �/ ! .i r ! aJ / r� W' r 1 `/ l�tt x CMPtds Fence tine Aree = 7fX", S.F.i 5, I l Yr t t% �Fss3j1 �' B e PROPERTY OESCRFPAON: The Saufh.ests,y 8a r t F Lot r5, 8+occ O, OTh'C+xal ailetr�i5 / / i i PLA TV _dN d prLt xryht cau>,ty, ArmRespte, eccp dmg ro me recorded Ate: merdoc ew. swm.wl.�tr_.__ AND the Southwester!y BT.CD Feet of the West r4,V ieel of lot ta, Black & ORIGrNAL PLAT OF MCNnC£iLO, p4ight Cr ty, ? '7 ` ,e M�nneso to, occardr9 fa the recorded Alvt thereot. � eulwdrArnmemmxnrra�a ,rawyeemy root rmsamrey, tven.a Pae,Wssred�: trdaadx repwt.as prepaaldt crerrdermY ° �" d��. aadw�"� adwY Aar ascend rrmrksdM Hance Construction www.oCcasao�vems.mm 9Wesf �ivraive 6traM F'toa L1cemMLmd Survnywuader fMa kwe et0067 d!!re State W+ nescH i BUA , MM 5Gi19 dh- 6 daro7as AK rmr7ael 5yTi-30-23 Lcertse Ilele.' +Y-18-PJ 8. M. H. �V=20' P.E.Q. 23-0460 98111 EXHIBIT "C" Use of Premises For use and maintenance of an exterior commercial roof canopy, walkway and planting fixtures. Certificate d of Survey 80 ° d Existing / Goroge Nc °Q - - e�V Bituminous - -_ �_ __ ___`� Existing _ - - N�' Driveway ,. _ _ - -- Shed Westerly Line IF 9 / -- -- /Hof Lot 14 0 20 40 ° a; / �° — (� 1 L Feet e Existing �� ' / 0 Greenhouse L ' LEGEND / ° d /q,_ �St eel Posts � " ❑r denotes Telephone Pedestal / .�� c� / / (� �4 i1 denotes Power Pole o 15 Existing � / oo / / ° ��' �/ / Building x denotes Fence Line / �`� 6 Area = 700722 S.. c F/ 80 l �� Concrete I G�2 I / c0,,'o / ^� `Retaining Wall 1 Bituminous 0� •* -\- / Driveway / �'�, / pro / 1� d / lgs, �y � \ —Fence Line PROPERTY DESCRIPTION: / ao xistin / ir6 hed The Southwesterly 87.00 feet of Lot 15, Block B, ORIGINAL Southwesterly_ PLAT OF MONTICELLO, Wright County, Minnesota, according Line of Lot 15 / /T to the recorded plat thereof. Southwesterly- _ Line of Lot 14 — AND The Southwesterly 87.00 feet of the West 14.00 feet of Lot 14, Block B, ORIGINAL PL A T OF MON TICELL 0, Wright County, l L Minnesota, according to the recorded plat thereof. denotes iron monument found I hereby certify that this survey, plan, or Requested By: Revised. report was prepared by me or under my www.ottoassociates.com Q denotes 1/2 inch by 14 inch direct supervision and that l am a duly Hance Construction iron pipe set and marked by Licensed Land Surveyor under the laws 9 West Division Street License #40062 TTU Buffalo, MN 55313 of the State of Minnesota. Q denotes P.K. nail set Date: Drawn By: Scale: Checked By. (763)682-4727 Project No. SSOCIATES Fax: (763)682-3522 Paul E. Otto 11-30-23 B. M. H. 1 "=20' P.E.O. 23-0460 License #40062 Date. 12-28-23 Engineers &Land Surveyors, Inc. NOTE: OPTIONAL WALL AT GREENHOUSE FRONT — 8"x60" CONC. WALL 20"x8" CONC. FTG. 13'-0" (VERIFY EXIST.) FOUNDATION PLAN, SCALE: 1 /4" = V-0" NOTE: OPTIONAL WALL AT GREENHOUSE FRONT 2x6 16" OC -1 2x6 TRTD. SILL PLATE 1/2" DIA. ANCHOR BOLTS 4'-0" O.C. & WITHIN 12" OF ENDS OF EACH SILL PLATE 13'-0" (VERIFY EXIST.) EXISTING I COVERED ENTRY FILL FOR CONC. SLAB / APPROX. 160 SQ. FT. I (— — — — — — — — — — — — — — — — — — — F — — — — — — 4" 8'-11" / i 32'-0" (MATCH EXIST. BLDG.) J J D LL 2-2x10 1 2 -7 MAIN FLOOR PLAN. SCALE: 1 /4" = V-0" NOTE: OPTIONAL WALL AT GREENHOUSE FRO 12 2.5� i 4" TRIM-) LL 0 O z U)0 U)w o� 0 U O jk�2-9 1/2" LVL (DR) _ .-• • • _�� 4 /Ir r EXISTING COVERED ENTRY CONC. SLAB / APPROX. 160 SQ. FT. 2-9 112" LVL (DR) 8'-11 " Jr 32'-0" (MATCH EXIST. BLDG.) 12 4 (MATCH EXIST.) I I _ I � 18" DIA. FROST FTG. -------- --FBI .� 1I T-6" . 4" . / ;I I 6x6 TRTD. —� 12" 1 CO 3-9 1/2" LVL (DR) 13'-6" LP BOARD & BATTEN / EXIST. ROOF BEYOND 5:12 ETAL ROO EXIST. WDW. EXIST. WDW. EXIST. DR. EXIST WDW. Z EXIST. WDW. J O U i (V LP BOARD & BATTENS NORTH ELEVATION, SCALE: 1 /4" = V-0" " TRI 6" TRIM-8" TRIMJ 0 METAL ROOF PANELS ICE AND WATER V16" OSB SHTG. 2x6's 16" O.C. (ROOF) 2x6's 16" O.C. (CLG.) HURRICANE CLIP ATTACHED TO JOIST / BM. TYP. 12 ALUM. SOFFIT 5F-- FASCIA BEAM-4 2 /00 2 -4 OSIMPSON, 0 LPG ZMAX I.- POST CAP m J 12" LP U) COL SIMPSON ABU66Z POST BASE I #ADDITION EXISTING EXISTING ROOF METAL ROOF 2.5:12 12 �5 6" TRIM -/' III III GREENHOUSE AREA III EAST ELEVATION. SCALE: 1 /4" = V-0" METAL CAP / FLASHING 2x6 TRTD. TOP PLATE 2x6 PARAPET WALL 16" O.C. 7116" OSB SHTG. `FLASHING AT PARAPET / EXISTING BLDG. INTER- SECTIONS. NOTE: FPET ATRTACHED TOL ICE AND WATER EXIST. PER ENG. 18" UP ON WALL FLASHING 2x8 LEDGER NOTE: LEDGER ATTACHED PER ENGINEERING NOTE: HANGER �- 2x6 ALONG SIDE ROOF JOIST & PARAPET WALL TO CARRY CLG. JOIST ! (ATTACH PER ENG.) ------,=- CEILING FINISH -PER SPECS 4'-8" (C/L BM. -COL.) / I _ EXISTING ADDITION , SECTION SCALE: 1 /4" = V-0" � LLI z o 0 Z I-jp- 0of`(�: O LaLI wQa lg-w JzmgF- �_oo U) =aan F- w z o nQ d W F- F- Q>=0 LLL iLu W 0 Q z LUFL)°wLL m z ¢WWLL 0 D z W LLIY�W z w =d`TWF U .. _cA2 z Z yN 0(D&- -O a O N m-0 y- a >'3 iL N O O 0 N >� U rnaL� � W U 3 - °-0o0--a'-c o > C y a Q E L U N o, J O N L C •- C)0ND)E. VJc-0 c. 0-a O c%i •- c 0 — -a c L rn 00=:=EE'tA�t 0o L y� Qo U L_ U j��} W C C.O a.0 d E 1 t N 0 Z� �J U}'a° c >0 46 O N c 0- U J a o 0)c 0-0_ <�aip°o_oa N N Zc0 ow0� . W 3 �L o"-C n (Daa�Uyao Vl N L L L� 41 Q sUv>.�o-t W 0 0 G W// ADDITION EXISTING LL �-- z 0 O 0 �- U _ _ ' no+ EXISTING ROOF �o 1 r z J O Q 0 U W 5� wV�U z I I I I > op 0 o b_ I^ J 6" TRIMJj, II I I I I I I I I PROJECT # 07-00-BUYER I AGENT: X BUYER S/O BUYER S/O I I I I STARTED: X REVISIONS: I I I I 12-11-2023 PERMIT I I I 1 1 I I I WEST ELEVATION, SCALE: 1 /4" = V-0" 6-0" FRONT PORCH 1 SHEET `1 City Council Agenda: 1/22/2024 21. Consideration to approve a request for extension of final plat approval for Twin Pines First Addition to August 28, 2024 Prepared by: Meeting Date: ❑x Consent Agenda Item Community Development Director 1/22/2024 ❑ Regular Agenda Item Reviewed by: Approved by: Assistant City Engineer, Chief Building City Administrator and Zoning Official ACTION REQUESTED Motion to approve a six-month extension of the final plat approval for Twin Pines First Addition to August 28, 2024, with such approval conditioned on: 1. All prior approved conditions and comments are applicable as shown in Exhibit Z of the January 22, 2024 staff report. 2. The Development Contract and PUD Agreement are revised and executed to include language requiring payment of escrows and fees at prevailing rate at the time of plat recording. 3. All applicable fees and escrows for site development and building construction shall be paid at prevailing rate. 4. Terms and conditions of the Development Contract and PUD Agreement remain in force, except as noted for fees and escrows. PREVIOUS COUNCIL ACTION December 13, 2021: Approval of preliminary plat of Twin Pines First Addition and Development Stage Planned Unit Development for Twin Pines First Addition. February 28, 2022: Approval of final plat of Twin Pines First Addition, Rezoning of Lot 1, Block 1 Twin Pines First Addition to Planned Unit Development, Final Stage Planned Unit Development for Twin Pines First Addition. October 24, 2022: Approval of transfer of Development Contract for the Twin Pines First Addition from Kjellbergs Inc. to Apartments Monticello LLC and approval of a PUD Adjustment for Twin Pines First Addition, including related amendments to the Development Agreement for Twin Pines First Addition. City Council Agenda: 1/22/2024 February 27, 2023 Approval of a 6-month extension of the final plat approval for Twin Pines First Addition to August 28, 2023. August 14, 2023: Approval of a 6-month extension of the final plat approval for Twin Pines First Addition to February 28, 2024. REFERENCE AND BACKGROUND Property: PID: 155-221-000010 Legal: Outlot A, Monticello Business Center 6tn Addn. Planning Case Number: 2021-047 Deadline for Decision: NA Land Use Designation: Commercial -Residential Flex Zoning Designation: Twin Pines Planned Unit Development District Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Outlot as a phase of a Planned Unit Development Surrounding Land Uses: North: Commercial East: Medium Density Residential South: Powerline Easement/Manufactured Home Park West: Commercial ANALYSIS The developer of the plat and PUD of Twin Pines First Addition has requested a new 6-month extension for approval of the final plat. The City's Subdivision Ordinance and the development contract and planned unit development agreement for the project allow 365 days to record the plat from the time of final plat approval. The final plat of Twin Pines First Addition was approved on February 28, 2022. The original plat approval expiration was on February 28, 2023. The applicant received an initial 6-month extension to the original plat approval to August 28, 2023, and a subsequent extension to February 28, 2024. The reading of the subdivision ordinance is such that as the final plat approval deadline has now shifted to February 28, 2024, the developer can request a subsequent 6-month extension. Twin Pines is a 96-unit multi -family residential project located along School Boulevard, accessed by a private drive accommodated through planned unit development. The four-story project includes both an underground parking garage and a surface parking lot. City Council Agenda: 1/22/2024 Twin Pines received the required land use approvals for plat and planned unit development. Since the time of the approvals, the developer has been moving through the various processes required to acquire the property from the current property owner. The process has taken longer than anticipated, with additional requirements on the private side of the transaction necessary for completion of the closing process. The developer has now closed on the property currently platted as Outlot A and is working toward construction and development in the coming year, which will require recording of the plat, development agreement and other development -related documents. Since the time of approval, the developer provided updated plans addressing conditions of approval. The developer also submitted an application for building permit, with the understanding that the review is contingent on execution and recording of the plat and supporting required documents. As part of the extension request, staff recommended a set of conditions, which include continued application of the original conditions of approval, compliance with the terms and conditions of the previously approved development contract. The current extension also requires execution of a development contract which requires payment of escrows and fees at prevailing rates at the time of plat recording. In addition, other development and building - related charges shall be paid at prevailing rate. Budget Impact: The impact of the extension is an increase in required payment for development and building related charges. II. Staff Workload Impact: Minimal; limited to review of request and preparation of report. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan designates the site as Commercial -Residential Flex, which accommodates the proposed mix of land uses, including the approved Twin Pines residential project. STAFF RECOMMENDED ACTION City staff recommends approval of the extension request. The developer continues to work through the items related to property development and plat recording. No change has occurred in any land use restriction or the Comprehensive Plan, or any other official control affecting the use, development density, lot size, lot layout, or dedication or platting required or permitted by the preliminary plat. However, the City fee schedule was adjusted since the time of the original final plat approval. Therefore, a condition of the extension of approval is payment at prevailing rates, consistent with other contracts and projects. SUPPORTING DATA A. Letter of Request City Council Agenda: 1/22/2024 B. Final Plat C. Site Plan D. Development Contract and Finance Plan, Revised for 2024 Rates E. City Engineer's Comment Letters F. Subdivision Ordinance Excerpt Z. Conditions of Approval Conditions of Approval Twin Pines First Addition Final Plat 1. Rezoning of Outlot A, Monticello Business Center 6th Addition to Twin Pines PUD is contingent on approval and recording of the Final Plat and development contract of Twin Pines First Addition, and approval of the Final Stage PUD for Twin Pines First Addition with conditions as assigned. 2. The Final Plat for Twin Pines First Addition is contingent on the approval of the rezoning and Final Stage PUD for the Twin Pines PUD District with conditions as assigned. 3. The Preliminary and Final Plat are found consistent with the requirements of the Subdivision Ordinance, including verification that all easements and association maintenance aspects of the mixed -use Outlot A area are addressed to the satisfaction of the City Attorney. 4. The applicant is required to supply a cross -parking agreement with the adjacent office building over Outlot A. Submittal of association and/or common area easement documents is required. The documents shall be subject to the review and comment of the City Attorney. 5. The applicant executes and records into a PUD and Plat development agreement at the time of final plat. 6. An encroachment agreement for development encroachments within the easterly drainage and utility easement, for the entrance monument area and Outlot A shall be executed and recorded. 7. A stormwater maintenance and easement agreement will also be required as a condition of plat approval and is shall be subject to the review and comment of the city Engineer and City Attorney. 8. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. 9. Each of the underground parking spaces are included in the rent set for specific units. City Council Agenda: 1/22/2024 10. Vacation of the drainage and utility easements over Outlot A are to be re-established on the plat per the City Engineer's direction and such vacation shall be contingent on recording of the final plat of Twin Pines First Addition. 11. The applicant verify attached or internal trash handling. 12. Elevations and floor plans shall be revised to be consistent with grading plans, carrying approved and consistent materials through to all exposed elevations. 13. The circulation routes through the project are reviewed to ensure safe travel for residents and commercial tenants in all areas of the project site, including directional signage related to discouraging traffic through the veterinary office building to the west. 14. The site plan is revised to comply with the comments of the fire department staff for code compliance, circulation and public safety aspects, including the comment letter dated February 24t", 2022. 15. The applicant provide a plan for consolidated entrance monument signage and avoid additional freestanding sign displays. 16. The applicant prepare and submit lighting plans, including attention to existing commercial site lighting that acknowledges the change in use and residential needs of the property. 17. The applicant provides amended plans consistent with the requirements of the City Engineer's letters. 18. The applicant complies with additional conditions as recommended by other City staff or City Council, including those of the staff report of January 22, 2024 as follows: a. All prior approved conditions and comments are applicable as shown in Exhibit Z of the January 22, 2024 staff report. b. The Development Contract and PUD Agreement are revised and executed to include language requiring payment of escrows and fees at prevailing rate at the time of plat recording. c. All applicable fees and escrows for site development and building construction shall be paid at prevailing rate. d. Terms and conditions of the Development Contract and PUD Agreement remain in force, except as noted for prevailing rates for fees and escrows. T (612) 337-6100 F (612) 339-6591 100 Washington Ave S. I Suite 1300 Minneapolis, MN 55401 siegelbrill.com July 27, 2023 City of Monticello Attn: Zoning Administrator 505 Walnut Street Monticello, MN 55362 SIEGEL BRILL PA ATTORNEYS AT SAW Re: REQUEST FOR EXTENSION OF FINAL PLAT RECORDING DEADLINE PLAT OF TWIN PINES FIRST ADDITION, MONTICELLO, MN Our File No. 30815-001 To Whom it May Concern: We represent Apartments Monticello LLC, the potential buyer and developer of the property described in the final plat of Twin Pines First Addition, Monticello, Minnesota, which final plat was approved on February 28, 2022. The deadline for recording the plat was originally February 28, 2023, and that deadline was previously extended by six (6) months. The closing has been delayed; however, the potential buyer still intends to develop the project, and we do not want the final plat approval to expire. This request is being sent to be filed with the Zoning Administrator to request that deadline for recording the Twin Pines First Addition plat be extended by an additional six (6) months (i.e. until February 28, 2024) pursuant to Monticello, MN Code of Ordinances, Section 152.027(G). Please place the request on the agenda for the regularly scheduled City Council meeting on August 14, 2023. Please contact me if you have any questions. Regards, . ' At-- �6' '�ye'4A 4 oshua B. Grossman (612) 337-6134 1 Direct joshgrossman@siegelbrill.com cc: Vishal Dutt TWIN PINES FIRST ADDITION A�l 50 25 0 25 50 100 SCALE IN FEET SCALE: 1 INCH = 50 FEET Basis of Bearings: The Southeasterly line of OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION is assumed to bear South 160 10' 37" West. Denotes a Found Iron Monument 0 Denotes a 1/2 inch by 14 inch Rebar Marked "RLS 44565" VICINITY MAP ,AN SEC. 14 - T121 - R25 CHELSEA RD I � 1A.- 2 DUNDAS RD hQ W z '9, > NOT TO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 12 12 04 I J I — — — — — — — — J ` — — — — — — — — NOT TO SCALE Being 12 feet in width when adjoining lot lines, unless otherwise indicated, as shown on the plat. W z w z 0 J J LL 1;11 \ A A / � A I i I I/ \ I- ' L _ � _ ♦ /I \ L — \ CB�S�Zo — 94 \ \ 1 O o. / � \ \ ^ry ^ p \ 1�76 b < Y . 6gO�0 Zo'' \ \ � 3S 28 ' 0 4,6 3 0 003 F �'rz os03„ KNOW ALL PERSONS BY THESE PRESENTS: That Apartments Monticello LLC, a Minnesota limited liability company, fee owner of the following described property: OUTLOT A, MONTICELLO BUSINESS CENTER SIXTH ADDITION, Wright County, Minnesota. Has caused the same to be surveyed and platted as TWIN PINES FIRST ADDITION and does hereby dedicate to the public, for public use, the drainage and utility easements created by this plat. In witness whereof said Apartments Monticello LLC, a Minnesota limited liability company, has cause these presents to be signed by its proper officer this day of 20 APARTMENTS MONTICELLO LLC (Signature) (Printed Name) co CornerFa/IsSTATE OF COUNTY OF N Manhole. in monLIMe A/0 / or Set. ntround This instrument was acknowledged before me this day of Apartments Monticello LLC, a Minnesota limited liability company, on behalf of the company. N Notary Public, Signature Notary Printed Name Mon mint Notary Notary Public County„ r\ L (Title) , 20 by My Commission Expires: the of SURVEYORS CERTIFICATE I Rory L. Sysntelien, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of the surveyor's certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rory L. Synstelien, Licensed Land Surveyor Minnesota License No. 44565 STATE OF MINNESOTA, COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Rory L. Synstelien, Land Surveyor, Minnesota Licence No. 44565. My Commission Expires: Notary Public, Signature Notary Public Notary Printed Name County„ CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of TWIN PINES FIRST ADDITION. City of Monticello Planning Commission By , Chairperson , 20 the Planning Commission of the City of Monticello, Minnesota did hereby review and approve this plat of By , Secretary CITY COUNCIL, CITY OF MONTICELLO, STATE OF MINNESOTA This plat of TWIN PINES FIRST 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. By , Mayor By City 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, Subdivision 9, taxes payable for the year 20 272.12, there are no delinquent taxes and transfer entered this day of Wright County Land Records Administrator on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section , 20 WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of at o'clock M. and was duly recorded in Cabinet No. Sleeve Wright County Recorder , 20 as Document Number CAC'URC, OAC)�(�P) O� M OO M p \� z2 C S4„ �� _SEE ETAIL 1 FOR NORTH WAL ONNECTION VIEW4"% 's a - ---- ---- ---- ---- /% ALL PARKING AREAS WILL ,s\ \ / BAN ^ >� 7 // C BE COVERED BY ASSUMED a� Otis s120. i Rim 9 a °° /} 4sF �IAATCH CJIIJ 11 9339(R / _ ✓ R R9 4 MATCH EXISTING$rr ro s 86s 4 v /"h9s63s3 / PVMT, TYP. AN CROSS ACCESS PARKING P. a / , 0.00 \ ! Rim=96 / ,( mv=9.i34.51 ` a / rn EASEMENT AGREEMENT. 86g(--ds \� / cc 3^w / d j -Coyne fall in / // � Al / C ! ss / ^er fal / 96435 a ° Jj/ QJ ^ ^ FFe, �; a / g s l 1^ MI 0 006 4 96612 X X o OPERATIONAL NOTES: / \ S CONC. WALK, g , 0� „�, / O SNOW REMOVAL: TYP, ® a� MATCH EXISTING �� / / / C&G, TYP. / / / 0 4 / 6j4s l s 3" LOC Q / / C I J �� ; ', �� ALL SNOW SHALL BE PUSHED TO LANDSCAPED ' / � Q AREA. �'� E � S / I tP ti o / / , �• Q vv RSA1H 4„ LOC / / 01 4 o� / / / ^ s,, / �p ^ TRASH REMOVAL: S / / S 9ss. SMH 4, LOC 1nv=952.00 �/ h $ R""=965 p1 N� A� ." - Rt R OT c 8" SAN $ SMH 952.00/o/41 / / TRASH REMOVAL SHALL OCCUR AT THE EXISTING , ��\ ^ > >�>�/ c v°. a /} / �a- ss38a Sp �O / Rim=9s3o \ns n s v 930 ' - nl7 1nw 4"'d� MATCH ---Cal > - / / / TRASH ENCLOSURE AREAS, COORDINATE WITH / m °j ^ 9(Re° - 3°49 , s52.00(w e2=g63 / N S % FFe, o PROPERTY MANAGEMENT. o /i° FFF\ 23 W , (per R �oaN� �e ^ - NPVI�J�bYP. / B612 C&G, ` / / � 4„ c �� ges ss o�o � o s �, rds) / 4 3 49'Z3„w "- LT ��/8.16 �V TYP. RAe aaP�F 4,/ ^ Iz- N /\ DELIVERIES: y / // Q " �L � 6F67 E ; ATCH G CONC�VALLEY / �/1 /"�ssS DELIVERIES SHALL OCCUR AT THE MAILROOM(S), /' . g / °gyFil m Q \ \ o u Fe> E _ / / PVM y� CURB / ^ / // a o~ �/ 3 v 1" - 40'-0" / / `�' / ` COORDINATE WITH PROPERTY MANAGEMENT. � , Cc ' 20'-0" 0 40'-0" i / �J / / VEHICLE MANEUVERS: CONC. VALLEY reR 4 , oCC / S / �o R ;' ins o ��' " FIRE TRUCK ACCESS IS MAINTAINED THROUGHOUT l � � r GUTTER, SEE 9s .16 W o / ®\ NORTH SIDEWALK CONNECTION / �95g.96("� �' \, 4-STONE -- GRADING PLAN & / ' (se) ^ \� // ' THE SITE. IT IS ABLE TO ENTER THE PROPERTY TNH= T / c cRq 2d; N 6 cs „ l�� R FROM THE STREET, DRIVE THROUGH ALL THE / / ^ ^� in„=955 49\ \ 1 MINI -COLUMN DETAIL #2 ON a v 3 95e SHEET C5.0 PARKING LOOP, AND RETURN TO THE STREET. , / / / 6(Rec„ds B612 C&G, `' e Q cn�` TRASH TRUCK IS ABLE TO ENTER FROM STREET, � �� // , I / MATCH EXISTING DRIVE INTO NEW PARKING AREA, AND REVERSE TYP. ENTRANCE PVMT, TYP. / / ENTRANCE E^DOWN THE DRIVE RAMP TOWARD THE GARAGE.60R30kScJGNAG mmR°� l MATCH EXISTING c&G, TYP. I Parcel ID BIT. PVMT., � // � R / TYP �00 ' ''- �`` 1551470C ^63s ^ Parcel ID RIm=964._ �U' 4-STONE 155147000010 o II I, MINI -COLUMN 5 3° V D R3o� c ` TRAS`CLOSURE, // 23 Eu I I I SEE ARCH. CO 10' CURB TA r r �a / / 1 I I lI1I I I I I I I I I(( E GRADI I I I I I I I Y 11 I % 4.0 1 - H I I I I I I II J I I I I TRANSFORMER PAD // P D R 01 I IIII 11 -r1 -11 y1 1 1� I 77 I I I I I nnOil 11 �-MIFP4 III (5) S %q @ 9' C S0, 5• � � 90 o � 450 S CURB TAPER , �,d S U G T DIN `l1 ,� N 3� ®�R • 0, ( Rim=9 SPECIALTY R5� / o / 95'ld \»\ °rds) „ r10%Sj PAVEMENT / o \ _ , � ® � 24 0 0 0 0 MT/ » / - o G R2� �� '�� , �' PIED RAMP ,' o u � ce a _ , v r / R /v % 0 ;' /qh=958. �6 \» 'Q'• -//ro N RSi"' 96 R 17.6 / i R3 O �nj • rl O 95.1(/%°p ds� \ 1 O O v O Inv over 25o deep (", S f` �jJST 20 CURB TAPER - % (�j S e� / CONIC. WALK, TYP. '�<< ~� I II - R "962.00 (2) CONIC. STEPS, SEE GRADING h O S )9'c CONSTRUCTION LIMITS 1 ham►. ® 630' �< NNEAP BAG / THICKENED EDGE CONC. STOOP 5' CURB TAPER, ® SEE GRADING ' 1 it y / �17.5' CURB TAPER, 200 24 0, so, SEE GRADING ' h TURNING MOVEMENT sn - - 4a, RIBBON CURB �'� - � " qeF � N ACCESSIBLE PARKING ��' 20.pr 25'-0" 0 50'-0" SPACE, INCL. SIGNAGE, SITE LAYOUT NOTES: STRIPING AND RAMPS 220 / B612 C&G, 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, RET. WALL W/ FENCING, TYP. R10.0 TYP. / r LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS �% � 71 � RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE SITE PLAN LEGEND: // ry CONC. VALLEY GUT R, ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. / ►� SEE GRADING N & R36 LIGHT DUTY BITUMINOUS PAVEMENT. SEE DETAIL #1 ON SHE C5.0 / 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. GEOTECHNICAL REPORT FOR AGGREGATE BASE & TNH= C sszs° / o B .PVMT., 4.0' � r' WEAR COURSE DEPTH, SEE DEATIL. C 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. �^ - TYP , 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS SPECIALTY PAVEMENT (IF APPLICABLE) - PROVIDE BID REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. FOR THE FOLLOWING OPTIONS, INCLUDE VARIATIONS CURB CUT OF BASE MATERIAL AND OTHER NECESSARY r 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE I I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' I' I'i 60),o' OUTDOOR / \ FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. ' II COMPONENTS. �o' AMENITY � � � � 1 1. STAMPED &COLORED CONCRETE C� �l SPACE / - 3 CURB , 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO 2. CONCRETE PAVERS � TAPER / BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. MAKERS, COLORS, MODELS, & PATTERN TO BE 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT INCLUDED IN SHOP DRAWING SUBMITTAL PRIOR TO / CONSTRUCTION. PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS -SEE DETAIL. & CONCRETE DEPTHS, SEE DETAIL. - - PROPERTY LINE 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF 0 / / RET. WALL / CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL CONSTRUCTION LIMITS GOVERNING BODIES. CURB AND GUTTER -SEE NOTES (T.O.) TIP OUT 10. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES -SEE DETAIL. GUTTER WHERE APPLICABLE -SEE PLAN 11. ALL CURB RADII ARE MINIMUM T UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. SITE AREA TABLE: ` / / �i 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. t t+ TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SITE AREA CALCULATIONS \ ` �� / / / / 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. EXISTING CONDITION PROPOSED CONDITION �` / / SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. BUILDING COVERAGE 13,843 SF 7.1% 42,813 SF 21.8% 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. ` ` \ / / HC = ACCESSIBLE SIGN ALL PAVEMENTS 40,220 SF 20.5% 80,144 SF 40.9% \ 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. NP = NO PARKING FIRE LANE ALL NON -PAVEMENTS 141,965 SF 72.4% 73,071 SF 37.3% _ - / ST = STOP / �/ INFILTRATION BASIN 117. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. CP = COMPACT CAR PARKING ONLY C CBR _ / BOT=954.33 TOTAL SITE AREA 196,028 SF 100.0% 196,028 SF 100.0% 1 11�9�7� / TOP=957.33 0 EOF=958.33 EOF=958.33 0 IMPERVIOUS SURFACE / 1 00-YR HWL=957.70 • N VOL=(954.33-956.13)=11,383 CIF CITY OF MONTICELLO SITE SPECIFIC NOTES: o a EXISTING CONDITION 54,063 SF 27.6% �� VOL=(956.13-957.33)=20,897 CIF PROPOSED CON DITION 122 957 SF 62.7% ON L/ ^ 1. RESERVED FOR CITY SPECIFIC NOTES. Know what' s below. 1" = 30' 0" CONSTRUCTIIM)TS.\ /�, A Call before you dig. DIFFERENCE (EX. VS PROP.) 68,894 SF 35.1% O / s0 , 15-0 0 30-011 �� / I� -�- 12/1/2022 3:58:56 PM (CROUHO SRO�e C� G Oo M p Civil Engineering • Surveying • Landscape Architecture 4931 W. 35th Street, Suite 200 St. Louis Park, MN 55416 civilsitegroup.com 612-615-0060 FIRM GROUND U) O Fm N z � 1.0 W L - CNI J z O o F � J z �L W o Q 0 V J ° -m am J U z CD Q z oLU 0 O ♦�^� v♦ U) J J zco m LU LU W o �; m U U a H U a ZQ LU OQ CD U O LU 2 O O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. chew R. Pavek DATE 12/01/22 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 11/4/19 CITY SUBMITTAL 12/12/19 CITY RESUBMITTAL 01/22/20 CITY RESUBMITTAL 11/8/21 CITY RESUBMITTAL 02/07/22 CITY RESUBMITTAL 10/07/22 PROGRESS SET 10/21/22 PERMIT SET 12/01/22 CITY RESUBMITTAL DRAWN BY: WB, JS REVIEWED BY: MP PROJECT NUMBER: 19332 REVISION SUMMARY DATE DESCRIPTION SITE PLAN C200 0 COPYRIGHT CIVIL SITE GROUP INC. (reserved for recording information) DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) T WIN PINES FIRST ADDITION PC#2021-047AND 2022-042 THIS DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT ("Contract") dated , 2024, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and APARTMENTS MONTICELLO 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 TWIN PINES FIRST ADDITION (referred to in this agreement as the "Plat" and the "Development"). The land is located in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A" ("Property"). The Developer is developing the Property as a 96 unit multi -family residential project under the Planned Unit Development zoning standards. 1 220431v1112044v4 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the Plat with the County Recorder or Registrar of Titles within 365 days after the City Council approves the final Plat. 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 2022-119 for PUD Adjustment adopted by the City Council on October 24, 2022, and City Resolution 2022-23, City Resolution 2022-24, and City Resolution 2022-25, adopted by the City Council on February 281h, 2022, and subject to the conditions of Exhibit Z in the staff report of the Planning Commission Agenda dated December 71h, 2021 and Exhibit Z of the staff report of the City Council Agenda dated December 13th, 2021 and February 28r", 2022. 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the Plat has been submitted to the Wright County Recorder's Office/Registrar of Title's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. A. Should the Developer convey any lot or lots in the Development to a third party, the City and the owner of that lot or those lots may not amend this Development Contract or other city approvals or agreements for development or use of those lots without the approval or consent of the Developer or other lot owners in the Development. Private agreements between the owners of lots within the 2 220431v1112044v4 Development for shared service or access and related matters necessary for the efficient use of the Development shall be the responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any lot owner in the Development. phase. B. The Development is not a phased development. All lots will be constructed in a single C. Park dedication charges referred to in this Contract are not being imposed on outlots, if any, in the Plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. PRELIMINARY PLAT STATUS. If the Plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, no outlots, within three (3) yeas after preliminary plat approval. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved Plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan and official controls. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R-2 District in effect at the time the final Plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Development Contract and Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations 3 220431v1112044v4 (3) R-4 Zoning District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final Plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the Plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Drainage, and Erosion Control Plan Plan C - Sanitary Sewer and Watermain Plan Plan D — Civil Details Plan Plan E — Street and Storm Sewer Plan Plan F — Stormwater Management Plan Plan G — Utility Plan Plan H - Street Lighting Plan Plan I - Landscape and Tree Preservation Plans Plan J — Building Plans, fagade elevations and typical architectural design plans Plan K — Sidewalk and Trail Plan 4 220431v1112044v4 Plan L — Sign Plan 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading, Ponding, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments J. Surveying and Staking K. Sidewalks and Trails L. Retaining Walls M. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mail boxes installed and the location of all mail boxes. Initial costs of the mail boxes and their installation are the responsibility of the developer. All residential developments (other than standard single family homes) must install locking cluster mail boxes. The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received 5 220431v1112044v4 from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre -construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. In accordance with Minnesota Statutes § 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 11. DESIGN STANDARDS. The applicable Planned Unit Development Zoning District Regulations are equal to those set forth in the PUD Resolution, and the R-4 Zoning District Regulations. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all 6 220431v1112044v4 applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public watermain improvements (the "Public Improvements") by August 30, of the year following the year of recording of the final Plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. Paving of the public streets shall be in conformance with the most current City of Monticello General Specifications and Standard Detail Plans. 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded 7 220431v1112044v4 areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the approved erosion control plan and storm water control measures are in place. 17. GRADING PLAN AND CERTIFICATION. The Plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "B". The plan shall conform to City of Monticello specifications. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file 8 220431v1112044v4 with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the Plat, the Developer shall identify in writing a responsible 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 watermain improvements lying within public easements shall become City property without further notice or action. The storm sewer, parking lot lighting and individual water and sanitary sewer services are privately owned and maintained. 20. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration and City planning -related expenses associated with processing of the Plat, PUD and associated administration. 9 220431v1112044v4 Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat and PUD development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be one percent (1.0%) of the estimated construction cost of the Public Improvements and Grading, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 21. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the 10 220431v1112044v4 warranty period, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the subject property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and their engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the subject property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $2,000.00 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrow amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are 11 220431v1112044v4 required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA TRUNK AREA CHARGE. The Development is subject to a storm sewer area charge of $20,169.60. The area charge is based on the net area of the final Plat less any area credit for pond area, and is calculated as follows: 2.2 acres x $4,528.00 (Base Fee/Net Acre) _ $9,961.60 2.2 acres x $4,640.00 (Alternate Fee/Net Acre) _ $10,208.00 The total storm sewer area charge for the Development of $20,169.60 shall be paid at prevailing rate at the time of recording of the final plat and 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. 12 220431v1112044v4 24. SANITARY SEWER TRUNK AREA CHARGE. The Development is subject to a sanitary sewer area charge of $162,240.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 96 units x $1,690.00 per unit = $162,240.00 The total sanitary sewer area charge for the Development shall be paid at prevailing rate at the time of recording of the final plat and 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. 25. WATER MAIN AREA TRUNK CHARGE. The Development is subject to a water main area charge of $117,984.00. The area charge is based on a per unit basis of the final Plat and is calculated as follows: 96 units x $1,229.00 per unit = $117,984.00 The total water main area charge shall be paid at prevailing rate at the time of recording of the final plat and 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. 26. PARK DEDICATION. Developer shall pay a cash payment in lieu of land according to the City's schedule. The Developer shall pay $47,993.00 in satisfaction at the time of platting in satisfaction of park dedication requirements. The Developer shall be assessed or shall pay the park dedication in cash at the time of final Plat approval at Developer's option. If assessed, an interest rate of 13 220431v1112044v4 2% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year shall apply. 27. LANDSCAPING. The Developer shall follow all requirements of the City's Zoning Ordinance requirements and the City approved Landscape Plan. 28. SPECIAL PROVISIONS. The following special provisions shall apply to Plat development: A. Implementation of the recommendations listed in the City Engineer's Letters dated December 2nd, 2021 and February 22nd, 2022. B. Implementation of the recommendations listed in the Fire Chief and Fire Marshal's Letter dated February 24, 2022. C. Implementation of the recommendations of City Resolution 2022-XX for PUD Adjustment adopted by the City Council on October 24, 2022, and City Resolution 2022-23, City Resolution 2022-24, and City Resolution 2022-25 including the City Staff s recommendations listed in Exhibit Z. D. Implementation of the recommendations from the Planning Commission Staff Report and the Planning Commission Minutes dated December 7th, 2021. E. Verification that all easements and association maintenance aspects of the mixed - use Outlot A area are addressed to the satisfaction of the City Attorney. F. The applicant is required to supply a cross -parking agreement with the adjacent office building over Outlot A. Submittal of association and/or common area easement documents is required. The documents shall be subject to the review and comment of the City Attorney. G. The applicant executes and records into a PUD and Plat development agreement at the time of final plat. 14 220431v1112044v4 H. An encroachment agreement for development encroachments within the easterly drainage and utility easement, for the entrance monument area and Outlot A shall be executed and recorded. I. A stormwater maintenance and easement agreement will also be required as a condition of plat approval and is shall be subject to the review and comment of the city Engineer and City Attorney. J. The Preliminary and Final plat shall include all easements, including perimeter easements per the direction of the City Engineer. K. Each of the underground parking spaces are included in the rent set for specific units. L. Prior to City Council approval of the final Plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $600.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 2 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. M. The Developer is required to submit the final Plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 15 220431v1112044v4 29. SUMMARY OF SECURITY REQUIREMENTS. A. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all Public Improvements, and construction of all Public Improvements, the Developer shall furnish the City with a letter of credit from a bank (security) for $19,058.75, plus a cash fee of $8,000.00 for City engineering, expenses and administration. The irrevocable letter of credit or other security deemed acceptable to the City is referred to throughout this Agreement as the "Security". The Security shall be in the form attached hereto as Exhibit `B", from a bank approved by the City. The bank shall be authorized to do business in the State of Minnesota, and shall provide a Minnesota office for presentment of the Letter of Credit or other alternative acceptable to the City. The Security shall extend through completion and acceptance (including the expected warranty period) by the City of the Development Work. The amount of the Security was calculated as follows: CONSTRUCTION COSTS: Watermain $ 14,947.00 CONSTRUCTION SUB -TOTAL (ESTIMATED) $ 14,947.00 Lot Corners/Iron Monuments $ 300.00 TOTAL COSTS $14,947.00 TOTAL SECURITIES: Total Costs X 125% $19,058.75 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 220431v1112044v4 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 $315,106.25 for site landscaping and grading. The amount of the security was calculated as follows: Landscaping Grading TOTAL $ 307,606.25 $ 7,500.00 $ 315,106.25 30. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final Plat approval: Legal (1%) $ 2,000.00* City Administration and Planning (1%) $ 2,000.00* Engineering and Inspection (3%) Grading/Restoration & Erosion & Sediment Control Inspection Fee (3% of grading) $ 2,000.00* Streets and Utilities Review & Inspection (4%) $ 2,000.00* Total Cash Requirements $ 8,000.00* * Fees reconciled to actual expenses at close of project. 17 220431v1112044v4 31. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for Public Improvements and underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor may be accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City standard specifications for utilities construction identify the procedures for final acceptance of utilities. 32. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the Plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Plat. The Developer shall deposit with the City the amount set forth in Section 30 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat 18 220431v1112044v4 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, which shall be paid at prevailing rate. 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 220431v1112044v4 be executed for each of the transactions. The Developer agrees to pay all real estate taxes due or payable on outlots transferred to the City for the period up to the time the outlots become tax exempt. 33. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty- eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 34. MISCELLANEOUS. A. The Developer represents to the City that the Plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the Plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the Plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. 20 220431v1112044v4 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. Prior to development of the plat, Developer and its general contractor shall furnish to the City a certificate of insurance showing proof of the required insurance required under this Paragraph. Developer and its general contractor shall take out and maintain or cause to be taken out and maintained until six (6) months after the City has finally accepted the public improvements, such insurance as shall protect Developer and its general contractor and the City for work covered by the 21 220431v1112044v4 Contract including workers' compensation claims and property damage, bodily and personal injury which may arise from operations under this Contract, whether such operations are by Developer and its general contractor or anyone directly or indirectly employed by either of them. The minimum amounts of insurance shall be as follows: Commercial General Liability (or in combination with an umbrella policy) $2,000,000 Each Occurrence $2,000,000 Products/Completed Operations Aggregate $2,000,000 Annual Aggregate The following coverages shall be included: Premises and Operations Bodily Injury and Property Damage Personal and Advertising Injury Blanket Contractual Liability Products and Completed Operations Liability Automobile Liability $2,000,000 Combined Single Limit — Bodily Injury & Property Damage Including Owned, Hired & Non -Owned Automobiles Workers Compensation Workers' Compensation insurance in accordance with the statutory requirements of the State of Minnesota, including Employer's Liability with minimum limits are as follows: • $500, 000 —Bodily Injury by Disease per employee • $500, 000 — Bodily Injury by Disease aggregate • $500, 000 —Bodily Injury by Accident The Developer's and general contractor's insurance must be "Primary and Non -Contributory". All insurance policies (or riders) required by this Contract shall be (i) taken out by and maintained with responsible insurance companies organized under the laws of one of the states of the United States and qualified to do business in the State of Minnesota, (ii) shall name the City, its employees and agents as additional insureds (CGL and umbrella only) by endorsement which shall be filed with the City and (iii) shall identify the name of the plat. A copy of the endorsement must be submitted with the certificate of insurance. 22 220431v1112044v4 Developer's and general contractor's policies and Certificate of Insurance shall contain a provision that coverage afforded under the policies shall not be cancelled without at least thirty (30) days' advanced written notice to the City, or ten (10) days' notice for non-payment of premium. An Umbrella or Excess Liability insurance policy may be used to supplement Developer's or general contractor's policy limits on a follow -form basis to satisfy the full policy limits required by this Contract. 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 23 220431v1112044v4 Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 35. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 900 American Boulevard East, Suite 300, Bloomington, MN 55420. 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. 24 220431v1112044v4 CITY OF MONTICELLO Lo (SEAL) STATE OF MINNESOTA ) (ss. COUNTY OF WRIGHT ) Lloyd Hilgart, Mayor Rachel Leonard, City Administrator The foregoing instrument was acknowledged before me this day of , 2024, 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 220431v1112044v4 DEVELOPER: APARTMENTS MONTICELLO LLC Its: STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2024, by , the 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/smt day of , of Apartments Monticello LLC, 26 220431v1112044v4 EXHIBIT "A" Leal description Outlot A, Monticello Business Center Sixth Addition, Wright County, Minnesota, according to the recorded plat thereof. 27 220431v1112044v4 EXHIBIT "B" IRREVOCABLE LETTER OF CREDIT No. Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank) It b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty- five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. :• Its 28 220431v1112044v4 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 , 2024. By STATE OF ) ss. COUNTY OF ) Its The foregoing instrument was acknowledged before me this 2024, by the of , on behalf of the ,a Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ day of [print name] [title] 29 22043lv1112044v4 30 220431v1112044v4 SUMMARY OF EXPENSES/FINANCE PLAN DRAFT v10 - 1/3/24 Total Acres in Development Total Acres in Phase Total Units in Development Total Units in Phase 3.512 gross 2.2 net 3.512 gross 2.2 net Single Family Townhome 96 Multi -Family Single Family Townhome 96 Multi -Family The storm sewer trunk fee is charged by the net acre which is defined as developable property minus pond acreage (at high water level) and wetlands at the delineation line, rounded to the nearest tenth (1/10th) of an acre." Trunk Area Charges & Park Dedication JL Acreage Acres or Credits Net Notes Charge Units Assessment Park & Pathway Dedication EL Park & Pathway Dedication Park Dedication Required (11%) 0.276 Park Dedication Expressed as Value 47,993.00 Based on 2023 assessed value of $436,300 Park Dedication Land Area Provided 0 Park Dedication Construction cost credit Paid at prevailing rate at time of platting Total Park Dedication Required Special Assessments Lift Station Little Mountain Booster Station Sanitary Sewer (unit) $1,690 96 Watermain (unit) $1,229 96 Storm Sewer Base (net acres) $4,528 2.2 Storm Sewer Alternate $4,640 2.2 Total amount due at plat/to Assess Per Lot Assessment based on (#) units NA Paid if applicable NA Paid if applicable 162,240.00 Paid at prevailing rate at time of platting 117,984.00 Paid at prevailing rate at time of platting 9,961.60 Paid at prevailing rate at time of platting 10.208.00 $348,386.60 1 Pay at final plat or assessed by lot City Review & Inspection Escrows Escrows based on public improvement costs City Planning and Administration 1.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion City Legal Review and Administration 1.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Engineering and Inspection Grading, Restoration & 3.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection 4.00% $2,000.00 $2,000 minimum; Actual; cost reconciled at project completion Total City Fees E $8,000.0di Improvement Construction Costs (Used to Calculate City Fees/Escrows/Securities) Notes Sanitary Sewer NA Watermain $14,947.00 Storm Sewer NA Roads, Driveways and Sidewalks/Trails NA Lighting, Street Signage, Mailboxes NA Construction total (for purpose of calculatinq other Lot Corners/Iron Monuments $300 2 Total Construction Cost for the purpose of calculating LOC Maximum allowable reduction prior to acceptance and bond .00 $300.00 90.00%1 $17,152.88 Estimated site grading cost for calculation of LOC $16,353.00 1 Landscaping $307,606.26 Based on estimate of landscaping cost $246,085 x 125 % Prairie Restoration NA Based on estimate of restoration and maintenance cost Tree Preservation NA Grading $3,000 2.5 $7,500.00 Surety for grading to plan and restoration 2 0 U 0 z W CO 0 00 co a LO LO z W 0 EL Q W z z 0 0 w D w D z w Q Q z W x 0 wsb December 16, 2022 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Kjellberg Twin Pines Apartments Final Plat & Civil Plan Review City Project No. 2019-027 WSB Project No. R-014468-000 Dear Mr. Leonard: We have reviewed the revised Kjellberg Twin Pines Final Plat and civil plans submittal dated December 1, 2022, as prepared by Civil Site Group. The engineering plans and documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. General & Final Plat 1. Add a note to the plans referencing the City Standard Specifications and Detail Plates. 2. Monticello Business Center 71h Addition already exists as the Aldi site; therefore, the plat name will need to be renamed. Complete. 3. The proposed site is currently platted as Outlot A, Monticello Business Center 61" Addition plat, which includes a blanket drainage and utility easement over the Outlot. The easements will need to be vacated with required easements for the utilities dedicated on the final plat. Applicant noted receipt of these comments in their response dated January 22, 2020 and stated "easements reflect vacation and dedication." 4. The drainage and utility easements shown on the plat need to be revised to remove the easement where the courtyard is located, as that area is no longer being used as an infiltration basin. It appears this has been done, but the easements should also be added to the Utility Plan. Complete. 5. The applicant shall enter into a stormwater maintenance agreement with the City to maintain the infiltration basin and storm sewer system and drainage and utility easements do not need to be platted for these areas. Applicant noted receipt of these comments in their response dated January 22, 2020. 6. A minimum of a 12' drainage and utility easement should be added around the perimeter of the lot. In -progress, the easterly property line easement will need to be 25' due to the existing sanitary sewer main. Complete. K:\014468-000\Admin\Docs\2022-12-02 Submittal (Final Plans)\_2022-12-16 Twin Pines Apts Final Plat - WSB Engineering Review.docx Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 2 7. Provide confirmation that the easement on the adjacent property to the south allows for grading of the EOF. Also, provide notification to the adjacent property owner of any work occurring within the prescribed easement. In -progress, the applicant stated that they are in the process of obtaining a "grading permit" to work on the adjacent property. 8. Retaining wall and parking lot will require an encroachment agreement. Complete, acknowledged by applicant. Existina Site & Removal Plan (C1.0) 9. The plan notes to remove and salvage the existing hydrants. It is not clear whether the salvaged hydrants will be used onsite. The City's preference is that new hydrants are used with the proposed improvements. Complete, the hydrants are no longer proposed to be salvaged. 10. Verify the phasing of storm sewer removal and installation so that it does not impact drainage to existing buildings and parking area. See comments on plans regarding temporary drainage swale. Site & Pavina Plan (C2.0) 11. The applicant should consider creating a separate drive aisle to the proposed apartment building in lieu of accessing the building through the existing parking lots. See planning report Complete, applicant noted that a separate drive aisle is not feasible, but the site was updated to create more pedestrian accessible routes. 12. A sidewalk should extend from the proposed apartment building to the existing pathway along School Blvd. Complete, applicant noted the site plan was updated to include a connecting path from the existing apartment to sidewalk along School Boulevard. 13. Update parking lot to show the correct number of Handicap parking stalls in compliance with ADA regulations. Complete. 14. Note the location of pedestrian curb ramps and add the appropriate details onto the details sheets. In -progress, some were noted with "ribbon curb" but all of the locations adjacent to the "specialty pavement" location were. Note specifically where "pedestrian curb ramps" are to be located in all cases. Pedestrian curb ramps were identified in some locations but not others. Verify whether additional locations identified on the plans are needed. 15. Add the notation for the signs on the plan view to correspond with what is noted in the legend. Complete. 16. If tip -out curb is proposed, note these locations on the plans. Complete. 17. Coordinate civil and architectural plans to match — irr-fly grades are different. In - progress, applicant acknowledged discrepancy. Complete. 18. Add an item in the legend for the specialty pavement and a typical section on the details page. Add a detail for the edging as well, if applicable. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 3 19. It is not clear where the heavy-duty pavement is located (item in legend). Add the hatching to the plan per the geotechnical evaluation and a typical section on the details sheet. Complete, the legend was updated to remove this item. Gradina Plan (C3.0) 20. The City's Wellhead Protection Plan identifies this site within the "low vulnerability" DWSMA, but it is outside of the Emergency Response Area (ERA), therefore infiltration is allowed. Residential uses typically do not pose a risk of potential contaminants and will be reviewed at the time of proposed development submittal. Complete, acknowledged by applicant. 21. Label the % grade for the parking lot. The percent grades within the handicapped parking and access isle area cannot exceed 2.0%, note on plans accordingly and confirm the grading in and areas meet this requirement. Similarly, the cross slope on pedestrian routes cannot exceed 2.0%, note the cross slope on the plans. Note the percent grade of the parking entrance driveway and in the rear patio area. Complete. 22. Riprap shall be grouted per City general specifications. Note the quantity proposed at each location Complete. 23. The EOF for the pond is called out as 958.33, please provide information on grading off the site to the south as this limit is cut off on the grading plan. Complete. 24. Provide trench drain design and information on the storm sewer pumping system. The pumping system will need to comply with the Building Code. Complete. 25. Confirm all roof drainage is being directed to the infiltration basi.. Complete. 26. Provide documentation that retaining walls greater than 4.0 feet in height are certified by a professional engineer and a building permit has been acquired. A fence or railing is required along the top of the wall, provide standard details. Complete. 27. Verify landscaping on west side of building will not block drainage swale. Complete. 28. Grading plans appear to show slopes steeper than 3:1 at the south of the west wing. Complete. 29. Note EOF and elevations for all low points/catch basins. Complete. 30. There is the potential for a high amount of drainage to be conveyed down the ramp to the underground garage, including overflow/EOF from CBMH 22. Snow, ice, and freeze/thaw cycles could create additional issues with blocking the low -point spillway. Consider widening the spillway entrance and increasing the grade differential from the garage opening to the low point. Complete. Utilitv Plan (C4.0) 31. The watermain should be looped within site as identified in the original preliminary plat or the applicant shall provide documentation that there is adequate pressure and fire flow to serve the site. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 4 32. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation and will provide comments separately from this letter. The fire hydrant spacing will need to meet the current building code. In -progress, the City staff will provide response under separate cover. 33. Identify irrigation stub locations and submit an irrigation plan to the building department with the building permit. Show the proposed stub location on the Utility and Landscape Plans. In -progress, the applicant stated the contractor will provide this at the time of building permit submittal. 34. Show the drainage and utility easements on the Utility Plan. Easements added to plan but add more easement area around sanitary manhole number 1 to allow for adequate access. Complete. 35. Label the size and type of the proposed watermain loop. Note the sizes of the valves on the plan and class of pipe proposed. Complete. 36. Note the location of the post indicator valve (PIV). Complete, applicant stated that a combined service is proposed and a PIV cannot be installed. 37. A wet -tap connection to the existing watermain does not appear to be needed for the watermain extension. The existing hydrant is being removed; therefore, a gate valve should be installed and the watermain extended. Complete. 38. Identify fire hydrant locations, currently plan states existing hydrants will be salvaged and reinstalled but plan does not show the new locations. Complete. 39. Where sanitary or storm sewer crosses the watermain, note "Maintain 18-Inch Separation, 4" Rigid Insulation" at each location. Complete. 40. The sewer service and storm sewer pipe crossing appear to be in conflict. Review all conflict points and adjust grades as necessary. Complete. 41. The proposed sanitary sewer line is at a slight skew to the existing main alignment. If possible, this proposed like should have the same alignment as the existing, otherwise a manhole may be required at the connection point. Complete. 42. The existing sanitary manhole on the easterly entrance appears to be located where the new curb is proposed. Consider moving the curb to avoid conflict with the manhole casting. Complete. 43. Confirm that the 8-inch sanitary sewer size is adequate per Ten State Standards. Complete, applicant stated conformance with mechanical design and plans. 44. Note the pipe material types and strength designation for sanitary sewer pipes (i.e. PVC SDR 35). Complete. 45. The invert of the sanitary sewer stub elevation is higher than the basement floor, consider connecting to a different sanitary manhole with a lower invert to achieve gravity flow. If this is not feasible provide a detail or confirmation that other means will be constructed to connect the garage drains to the sanitary sewer. 46. Add general notes to the utility plans to the effect of: Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 5 a. The City of Monticello shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be done in accordance with the City of Monticello standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5'. e. The City will require televising for sanitary sewer pipe installations prior to accepting a warrant for the utility system provide report and video files to the City for review. Civil Details Plans (C5.0, C5.1) 47. Use the City standard details for the proposed utility work including sanitary sewer, storm sewer, watermain, or other items to the greatest extent practicable Complete. 48. Provide details for the proposed retaining walls and safety fence. Complete. SWPPP (SW1.0 - SW1.5) 49. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. In -progress, the applicant stated this will be the responsibility of the contactor. 50. Either add a note or clarify the legend that the perimeter control shall be comprised of silt fence. Complete. 51. Show the location of the stabilized construction entrance. Complete. 52. Add BMP such as silt fence or bio-roll at the bottom perimeter of the infiltration basin. Complete. 53. Show the hatching on the plan view for the erosion control blanket locations. Complete. 54. A full review of erosion/sediment control will be conducted with the final plat submittal. Show hatching on plan where this will be required. Complete. 55. Show receiving waters within one mile of the project on the plans. If they do not fit on the plan sheets, use an arrow to denote the direction and distance from the project. Complete. 56. Sheet L1.0 - It is not clear what type of stabilizing cover (e.g., mulch, erosion control blanket, etc.) will be paired with the permanent seed mix for permanent stabilization of the infiltration basin. Include the stabilizing cover type and update estimated quantities for the project. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 6 57. Include note in the SWPPP notes section to prepare and submit a dewatering plan to the City Engineer or their designee for approval prior to initiating dewatering activities on the site. Complete. 58. Include note outlining that the infiltration system cannot be excavated to final grade or within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment control practices have been implemented. Complete. 59. Energy dissipation is missing from pipe outlet to SW corner of the infiltration basin (Sheet SW1.1). Upstream inlet (near the outdoor amenity space) is missing inlet protection (Sheet SW1.1). Complete. Traffic & Access 60. The applicant has provided an estimate of the average daily traffic and peak hour traffic generated from the entire site as developed. The existing access from School Boulevard will be utilized. It appears that the existing turn lane configurations on School Blvd have adequate capacity to accommodate the projected volumes from the proposed site. The City is reviewing intersection controls along the School Boulevard corridor to determine if and when any modifications are needed. Future special assessments may apply to the property for future improvements. Complete, applicant noted receipt of these comments from their response dated January 22, 2020. Stormwater Manaaement Plan 61. Provide modeling calculations for the 10-day snowmelt (7.2") event. CN's should be modified in this model event to 98 to simulate no infiltration/frozen condition- Complete. 62. Provide soil borings to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3-foot separation between the bottom of the infiltration areas and the groundwater elevation. Complete. 63. Provide information on proposed storm sewer and discharge to the infiltration basin CSMITARY SEWER AND STORM SEWER PLAN ,Complete 64. Pretreatment for runoff to infiltration basin is required. Provide pre-treatment device at curb cut before entering the infiltration basin. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 7 65. According to the City's design guidelines, the maximum side slope for the infiltration basin should be 4:1, see Detail 4 on page C5.1. The current plan shows slopes at a 3:1, which is steeper than allowed. Complete. 66. Provide rational method calculations confirming adequacy of the storm sewer design for the 10-year storm event including the trench drain design. Complete. Water Qualitv and Volume Reduction: 67. Applicant is required to infiltrate 1.1" over the net new impervious area. Complete. Required Infiltration Amount 10,665 cf Proposed Infiltration Amount 10,941 cf 68. The infiltration ponding depth proposed is from elevation 954.33 to 956.13 or 1.8 ft. An infiltration rate of 0.45 in/hr has been assumed in the HydroCAD model. In a 48 hr period, the amount of drawdown equates to 1.8-feet given the infiltration rate of 0.45 in/hr. As shown, the basins will drawdown within a 48-hour period. Geotechnical borings need to be submitted to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3-foot separation between the bottom of the infiltration areas and the groundwater elevation. Complete. Rate Control: 69. The site will utilize the regional basin for rate control. The regional basin assumed that this site would have a curve number of 72, the actual curve number for this development is 83. Therefore, the site has provided rate control for the difference between curve number 72 and 83. The difference was determined by the applicant as a 100-yr rate of 4,413 cf/acre. Applying this to the entire site identifies that 19,409 cf of storage is required for rate control on this site. This storage volume is met in the infiltration basin. The rate control requirement has been met with the proposed pond and the regional pond. The site utilizes the regional pond for overall rate control, therefore alternate ponding fees for the site are applicable. Complete. Freeboard: 70. The EOF of 958.33 does not provide the required freeboard of at least 2ft to the building low opening of 959.83; the minimum elevation would need to be 960.33. 71. The FFE of 971.00 and low opening elevation of 960.33 are more than the required 2 feet above the HWL of 957.70. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review December 16, 2022 Page 8 Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 612-419-1549 if you have any questions or comments regarding the engineering review. Sincerely, WSB LC � e James L. Stremel, P.E. Senior Project Manager 2 0 U 0 z W CO 00 co a LO LO z W 0 EL Q W z z 0 0 w D w D z w Q Q z W x 0 wsb February 2, 2023 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Kjellberg Twin Pines Apartments Final Plat & Civil Plan Review City Project No. 2019-027 WSB Project No. R-014468-000 Dear Mr. Leonard: We have reviewed the revised Kjellberg Twin Pines Final Plat and civil plans submittal dated January 6, 2023, as prepared by Civil Site Group. The revised engineering plans and documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. General & Final Plat 1. Add a note to the plans referencing the City Standard Specifications and Detail Plates. 2. Monticello Business Center 71h Addition already exists as the Aldi site; therefore, the plat name will need to be renamed. Complete. 3. The proposed site is currently platted as Outlot A, Monticello Business Center 61" Addition plat, which includes a blanket drainage and utility easement over the Outlot. The easements will need to be vacated with required easements for the utilities dedicated on the final plat. Complete, applicant noted receipt of these comments in their response dated January 22, 2020 and stated "easements reflect vacation and dedication." 4. The drainage and utility easements shown on the plat need to be revised to remove the easement where the courtyard is located, as that area is no longer being used as an infiltration basin. It appears this has been done, but the easements should also be added to the Utility Plan. Complete. 5. The applicant shall enter into a stormwater maintenance agreement with the City to maintain the infiltration basin and storm sewer system and drainage and utility easements do not need to be platted for these areas. Complete, applicant noted receipt of these comments in their response dated January 22, 2020. 6. A minimum of a 12' drainage and utility easement should be added around the perimeter of the lot. In -progress, the easterly property line easement will need to be 25' due to the existing sanitary sewer main. Complete. K:\014468-000\Admin\Docs\2023-01-18 Submittal (Final Plans)\_2023-02-02 Twin Pines Apts Final Plat - WSB Engineering Review.docx Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 2 7. Provide confirmation that the easement on the adjacent property to the south allows for grading of the EOF. Also, provide notification to the adjacent property owner of any work occurring within the prescribed easement. In -progress, the applicant stated that they are in the process of obtaining a "grading permit" to work on the adjacent property. 8. Retaining wall and parking lot will require an encroachment agreement. Complete, acknowledged by applicant. Existina Site & Removal Plan (C1.0) 9. The plan notes to remove and salvage the existing hydrants. It is not clear whether the salvaged hydrants will be used onsite. The City's preference is that new hydrants are used with the proposed improvements. Complete, the hydrants are no longer proposed to be salvaged. 10. Verify the phasing of storm sewer removal and installation so that it does not impact drainage to existing buildings and parking area. See comments on plans regarding temporary drainage swale. Complete. Site & Pavina Plan (C2.0) 11. The applicant should consider creating a separate drive aisle to the proposed apartment building in lieu of accessing the building through the existing parking lots. See planning report Complete, applicant noted that a separate drive aisle is not feasible, but the site was updated to create more pedestrian accessible routes. 12. A sidewalk should extend from the proposed apartment building to the existing pathway along School Blvd. Complete, applicant noted the site plan was updated to include a connecting path from the existing apartment to sidewalk along School Boulevard. 13. Update parking lot to show the correct number of Handicap parking stalls in compliance with ADA regulations. Complete. 14. Note the location of pedestrian curb ramps and add the appropriate details onto the details sheets. In -progress, some were noted with "ribbon curb" but all of the locations adjacent to the "specialty pavement" location were. Note specifically where "pedestrian curb ramps" are to be located in all cases. Pedestrian curb ramps were identified in some locations but not others. Verify whether additional locations identified on the plans are needed. Complete. 15. Add the notation for the signs on the plan view to correspond with what is noted in the legend. Complete. 16. If tip -out curb is proposed, note these locations on the plans. Complete. 17. Coordinate civil and architectural plans to match — irr-fly grades are different. In - progress, applicant acknowledged discrepancy. Complete. 18. Add an item in the legend for the specialty pavement and a typical section on the details page. Add a detail for the edging as well, if applicable. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 3 19. It is not clear where the heavy-duty pavement is located (item in legend). Add the hatching to the plan per the geotechnical evaluation and a typical section on the details sheet. Complete, the legend was updated to remove this item. Gradina Plan (C3.0) 20. The City's Wellhead Protection Plan identifies this site within the "low vulnerability" DWSMA, but it is outside of the Emergency Response Area (ERA), therefore infiltration is allowed. Residential uses typically do not pose a risk of potential contaminants and will be reviewed at the time of proposed development submittal. Complete, acknowledged by applicant. 21. Label the % grade for the parking lot. The percent grades within the handicapped parking and access isle area cannot exceed 2.0%, note on plans accordingly and confirm the grading in and areas meet this requirement. Similarly, the cross slope on pedestrian routes cannot exceed 2.0%, note the cross slope on the plans. Note the percent grade of the parking entrance driveway and in the rear patio area. Complete. 22. Riprap shall be grouted per City general specifications. Note the quantity proposed at each location Complete. 23. The EOF for the pond is called out as 958.33, please provide information on grading off the site to the south as this limit is cut off on the grading plan. Complete. 24. Provide trench drain design and information on the storm sewer pumping system. The pumping system will need to comply with the Building Code. Complete. 25. Confirm all roof drainage is being directed to the infiltration basi.. Complete. 26. Provide documentation that retaining walls greater than 4.0 feet in height are certified by a professional engineer and a building permit has been acquired. A fence or railing is required along the top of the wall, provide standard details. Complete. 27. Verify landscaping on west side of building will not block drainage swale. Complete. 28. Grading plans appear to show slopes steeper than 3:1 at the south of the west wing. Complete. 29. Note EOF and elevations for all low points/catch basins. Complete. 30. There is the potential for a high amount of drainage to be conveyed down the ramp to the underground garage, including overflow/EOF from CBMH 22. Snow, ice, and freeze/thaw cycles could create additional issues with blocking the low -point spillway. Consider widening the spillway entrance and increasing the grade differential from the garage opening to the low point. Complete. Utilitv Plan (C4.0) 31. The watermain should be looped within site as identified in the original preliminary plat or the applicant shall provide documentation that there is adequate pressure and fire flow to serve the site. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 4 32. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation and will provide comments separately from this letter. The fire hydrant spacing will need to meet the current building code. In -progress, the City staff will provide response under separate cover. 33. Identify irrigation stub locations and submit an irrigation plan to the building department with the building permit. Show the proposed stub location on the Utility and Landscape Plans. In -progress, the applicant stated the contractor will provide this at the time of building permit submittal. 34. Show the drainage and utility easements on the Utility Plan. Easements added to plan but add more easement area around sanitary manhole number 1 to allow for adequate access. Complete. 35. Label the size and type of the proposed watermain loop. Note the sizes of the valves on the plan and class of pipe proposed. Complete. 36. Note the location of the post indicator valve (PIV). Complete, applicant stated that a combined service is proposed and a PIV cannot be installed. 37. A wet -tap connection to the existing watermain does not appear to be needed for the watermain extension. The existing hydrant is being removed; therefore, a gate valve should be installed and the watermain extended. Complete. 38. Identify fire hydrant locations, currently plan states existing hydrants will be salvaged and reinstalled but plan does not show the new locations. Complete. 39. Where sanitary or storm sewer crosses the watermain, note "Maintain 18-Inch Separation, 4" Rigid Insulation" at each location. Complete. 40. The sewer service and storm sewer pipe crossing appear to be in conflict. Review all conflict points and adjust grades as necessary. Complete. 41. The proposed sanitary sewer line is at a slight skew to the existing main alignment. If possible, this proposed like should have the same alignment as the existing, otherwise a manhole may be required at the connection point. Complete. 42. The existing sanitary manhole on the easterly entrance appears to be located where the new curb is proposed. Consider moving the curb to avoid conflict with the manhole casting. Complete. 43. Confirm that the 8-inch sanitary sewer size is adequate per Ten State Standards. Complete, applicant stated conformance with mechanical design and plans. 44. Note the pipe material types and strength designation for sanitary sewer pipes (i.e. PVC SDR 35). Complete. 45. The invert of the sanitary sewer stub elevation is higher than the basement floor, consider connecting to a different sanitary manhole with a lower invert to achieve gravity flow. If this is not feasible provide a detail or confirmation that other means will be constructed to connect the garage drains to the sanitary sewer. Complete. 46. Add general notes to the utility plans to the effect of: Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 5 a. The City of Monticello shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be done in accordance with the City of Monticello standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5'. e. The City will require televising for sanitary sewer pipe installations prior to accepting a warrant for the utility system provide report and video files to the City for review. Civil Details Plans (C5.0, C5.1) 47. Use the City standard details for the proposed utility work including sanitary sewer, storm sewer, watermain, or other items to the greatest extent practicable Complete. 48. Provide details for the proposed retaining walls and safety fence. Complete. SWPPP (SW1.0 - SW1.5) 49. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. In -progress, the applicant stated this will be the responsibility of the contactor. 50. Either add a note or clarify the legend that the perimeter control shall be comprised of silt fence Complete. 51. Show the location of the stabilized construction entrance. Complete. 52. Add BMP such as silt fence or bio-roll at the bottom perimeter of the infiltration basin. Complete. 53. Show the hatching on the plan view for the erosion control blanket locations. Complete. 54. A full review of erosion/sediment control will be conducted with the final plat submittal. Show hatching on plan where this will be required. Complete. 55. Show receiving waters within one mile of the project on the plans. If they do not fit on the plan sheets, use an arrow to denote the direction and distance from the project. Complete. 56. Sheet L1.0 - It is not clear what type of stabilizing cover (e.g., mulch, erosion control blanket, etc.) will be paired with the permanent seed mix for permanent stabilization of the infiltration basin. Include the stabilizing cover type and update estimated quantities for the project. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 6 57. Include note in the SWPPP notes section to prepare and submit a dewatering plan to the City Engineer or their designee for approval prior to initiating dewatering activities on the site. Complete. 58. Include note outlining that the infiltration system cannot be excavated to final grade or within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment control practices have been implemented. Complete. 59. Energy dissipation is missing from pipe outlet to SW corner of the infiltration basin (Sheet SW1.1). Upstream inlet (near the outdoor amenity space) is missing inlet protection (Sheet SW1.1). Complete. Traffic & Access 60. The applicant has provided an estimate of the average daily traffic and peak hour traffic generated from the entire site as developed. The existing access from School Boulevard will be utilized. It appears that the existing turn lane configurations on School Blvd have adequate capacity to accommodate the projected volumes from the proposed site. The City is reviewing intersection controls along the School Boulevard corridor to determine if and when any modifications are needed. Future special assessments may apply to the property for future improvements. Complete, applicant noted receipt of these comments from their response dated January 22, 2020. Stormwater Manaaement Plan 61. Provide modeling calculations for the 10-day snowmelt (7.2") event. CN's should be modified in this model event to 98 to simulate no infiltration/frozen conditior Complete. 62. Provide soil borings to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3-foot separation between the bottom of the infiltration areas and the groundwater elevatior Complete. 63. Provide information on proposed storm sewer and discharge to the infiltration basin CSMITARY SEWER AND STORM SEWER PLAN ,Complete 64. Pretreatment for runoff to infiltration basin is required. Provide pre-treatment device at curb cut before entering the infiltration basin. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 7 65. According to the City's design guidelines, the maximum side slope for the infiltration basin should be 4:1, see Detail a nn nage C5.1. The current plan shows slopes at a 3:1, which is steeper than allowed Complete. 66. Provide rational method calculations confirming adequacy of the storm sewer design for the 10-year storm event including the trench drain design. Complete. Water Qualitv and Volume Reduction: 67. Applicant is required to infiltrate 1.1" over the net new impervious area. Complete. Required Infiltration Amount 10,665 cf Proposed Infiltration Amount 10,941 cf 68. The infiltration ponding depth proposed is from elevation 954.33 to 956.13 or 1.8 ft. An infiltration rate of 0.45 in/hr has been assumed in the HydroCAD model. In a 48 hr period, the amount of drawdown equates to 1.8-feet given the infiltration rate of 0.45 in/hr. As shown, the basins will drawdown within a 48-hour period. Geotechnical borings need to be submitted to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3-foot separation between the bottom of the infiltration areas and the groundwater elevation. Complete. Rate Control: 69. The site will utilize the regional basin for rate control. The regional basin assumed that this site would have a curve number of 72, the actual curve number for this development is 83. Therefore, the site has provided rate control for the difference between curve number 72 and 83. The difference was determined by the applicant as a 100-yr rate of 4,413 cf/acre. Applying this to the entire site identifies that 19,409 cf of storage is required for rate control on this site. This storage volume is met in the infiltration basin. The rate control requirement has been met with the proposed pond and the regional pond. The site utilizes the regional pond for overall rate control, therefore alternate ponding fees for the site are applicable. Complete. Freeboard: 70. The EOF of 958.33 does not provide the required freeboard of at least 2ft to the building low opening of 959.83; the minimum elevation would need to be 960.33. Complete. 71. The FFE of 971.00 and low opening elevation of 960.33 are more than the required 2 feet above the HWL of 957.70. Complete. Kjellberg Twin Pines Apartments — WSB Engineering Review February 2, 2023 Page 8 Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 612-419-1549 if you have any questions or comments regarding the engineering review. Sincerely, WSB LC � e James L. Stremel, P.E. Senior Project Manager § 152.027 PROCEDURE FOR FINAL PLAT. (A) Filing. (1) After the preliminary plat has been approved, the final plat shall be submitted for review as set forth in the divisions which follow. The city may agree to review the preliminary and final plat simultaneously. The final plat shall incorporate all changes, modifications, and revisions required by the city. Otherwise, it shall strictly conform to the approved preliminary plat. (2) The application for final plat shall be accompanied by electronic and print copies of a preliminary plat and supportive information in conformity with requirements of this chapter and application checklists. (B) Approval of the City Council. (1) The final plat shall be submitted to the Zoning Administrator for distribution to the City Council and appropriate city staff. The city staff shall examine the final plat and prepare a recommendation to the Council. The Council shall certify final approval within 60 days if the applicant has complied with all conditions and requirements of applicable regulations and conditions and requirements of the preliminary plat approval. (2) If approved, the final plat and development agreement shall be approved by resolution, which resolution shall provide for the acceptance of all agreements for basic improvements, public dedication, and other requirements as indicated by the City Council. If disapproved, the grounds for any refusal to approve a plat shall be set forth in the proceedings of the Council and reported to the person or persons applying for such approval. (C) Development agreement. Before a final plat is approved by the City Council and prior to recording or registering a final plat, the owner or subdivider of the land covered by the plat shall execute and submit to the Council an agreement, which shall be binding on his, her, or their heirs, personal representatives, and assigns, which embodies the terms and conditions of the approval given by the Council, including, but not limited to, requirements set forth in this chapter and which controls the installation of all required improvements. The agreement will require all improvements in compliance with approved engineering standards and applicable regulations. Said development agreement shall provide for the supervision and inspection of the construction by the City Engineer and shall provide for the fees and securities in connection to the improvements. (D) Existing special assessments. When any existing special assessments which have been levied against the property described are to be divided and allocated to the respective lots in the proposed plat, city staff shall: (1) Estimate the clerical cost of preparing a revised assessment role; (2) File the same with the County Auditor; and (3) Make such division and allocation. (E) Recording final plat. (1) If the final plat and development agreement are approved by the City Council, the applicant shall record them with the County Recorder within 100 days after the approval or approval of the final plat shall be considered void, unless a request for a time extension is submitted in writing and approved by the Council. The applicant shall, immediately upon recording, furnish the Zoning Administrator with a print and reproducible tracing of the final plat showing evidence of the recording. (2) A final plat will not be released by the city for recording purposes until the applicant has satisfied applicable ministerial requirements of this chapter, including payment of fees, execution of a developer's agreement, deposit of surety, letters of credit, Mylar copies of the final plat, easement and deed documents, and all other requirements of approval by resolution. (3) No building permits shall be let for construction of any structure on any lot in the plat until the construction plans have been approved by the city, the city has received evidence of the plat and development agreement being recorded by the county and the provisions of the subdivision's development agreement have been satisfactorily met. (F) Recording of multiple -phased plats. If a preliminary plat is final platted in stages, unless otherwise provided for in the development contract, all stages must be final platted into lots and blocks (not outlots) within three years after the preliminary plat has been approved by the City Council. If the final plats are not approved and recorded in accordance with this time frame, the preliminary plat approval shall be considered void, unless a request for time extension is submitted in writing and approved by the Council prior to the expiration of the three-year period. (G) Extension. Within 30 days of the deadline of recording of the final plat, the applicant may file with the Zoning Administrator a written request that said deadline be extended six months beyond the date the extension is granted. The Zoning Administrator shall place the request on the agenda of a regularly scheduled City Council meeting to be held within 30 days of the extension filing if in their opinion no change has occurred in any land use restriction or the Comprehensive Plan, or any other official control affecting the use, development density, lot size, lot layout, or dedication or platting required or permitted by the preliminary plat. City Council Agenda: 1/22/2024 2J. Consideration of approving an agreement with Flahertv & Hood, P.A. for government relations services during the 2024 legislative session Prepared by: City Administrator Reviewed by: Public Works Director/City Engineer, Finance Director, Community Development Director ACTION REQUESTED Meeting Date: 1/22/24 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to approve the agreement with Flaherty & Hood, P.A. for government relations services during the 2024 legislative session. REFERENCE AND BACKGROUND Generally, the City of Monticello relies on organizations like the League of MN Cities to monitor and respond to legislative developments at the state capitol. This works well for most issues, but in 2023 Monticello supplemented this support with a government relations team from Flaherty & Hood to pursue individual legislation authorizing a sales tax initiative. For the 2024 legislative session, Monticello has another specific request, and staff proposes to use Flaherty & Hood to support this initiative as well. The City Council authorized staff to submit a capital budget request to MN Management & Budget (MMB) for $16 million to be used to help fund the proposed new public works facility. Last November the Senate Capital Investment Committee included Monticello on their tour of potential projects. With the start of session approaching, Council is asked to consider accepting a proposal from Flaherty & Hood for legislative services related to the state funding request. The cost for the services is $25,000 payable in two installments; the fee includes: • Developing and executing a legislative strategy • Drafting necessary legislation and amendments • Securing bill authors • Direct lobbying as well as handouts/informational materials • Monitoring bills through the legislative process • Coordinating testimony at legislative hearings • Any additional advocacy related to the funding request City Council Agenda: 1/22/2024 This is a professional service, and staff recommend utilizing this firm for two reasons. First, because we were extremely satisfied with their work and support guiding us through the sales tax legislative effort last year. Session activity can move quickly; assistance in monitoring opportunities is often critical to advancing legislative efforts. Second, and quite importantly, the City's request for state funding is related to our unique status as a host community to a large electric generating facility. Flaherty & Hood is the firm used by the Coalition of Utility Cities, and their staff are extremely familiar with the intricacies and challenges associated with the presence of a utility and the impact of its associated value fluctuations. Staff from the firm disclosed they have also been retained by Wright County for legislative support in the 2024 session. However, based on initial review of the goals of each entity, there does not appear to be a conflict of interest that would prevent an additional agreement with the City of Monticello. Budget Impact: There is $25,000 included in the administrative budget of the General Fund for this purpose. Staff Workload Impact: City staff will coordinate with designated staff from Flaherty & Hood throughout the process. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend approving the agreement for government relations services to support ongoing efforts to secure funding through the State of MN capital budget and bonding bill. SUPPORTING DATA • Proposal from Flaherty & Hood Q FLAHERTY HOOD P.a. January 11, 2024 Rachel Leonard City Administrator City of Monticello 505 Walnut Street Monticello, MN 55362 Dear Rachel, Thank you for the opportunity to continue to provide legislative services to the City of Monticello for the 2024 legislative session. Flaherty & Hood appreciates the decades -long relationship between our firm and the City, through the City's membership in the Coalition of Utility Cities, and we were thrilled to play a role in the successful effort to secure local sales tax authority for the City during the 2024 legislative session. Flaherty & Hood has an extensive history of success securing funding from the legislature to support local government projects, and we believe our experience makes us uniquely qualified to serve the City of Monticello's legislative needs. This letter serves as both proposal and agreement for Flaherty & Hood, P.A. ("Firm") to provide services related to the City of Monticello's ("City") efforts to secure state funding for the construction of a new public works facility. Scone of Services In order to secure the funding needed to support the construction of a new public works facility in the City of Monticello, Flaherty & Hood staff will assist the City with the following legislative activities: • Developing and executing a legislative strategy; • Drafting necessary legislation and amendments; • Securing bill authors; • Direct lobbying of committee chairs, key legislators, and the Governor's Administration; • Creating handouts and other informational materials; • Monitoring progress of capital investment bills through the legislative process; • Coordinating testimony at legislative hearings; • Any additional legislative or administrative advocacy necessary to further Monticello's goals related to the construction of its new public works facility. Kev Personnel While additional Flaherty & Hood staff members may be called upon where it would benefit the City of Monticello's needs, the following individuals will be primarily responsible for delivering services to the City: Shane Zahrt, Senior Attorney/Lobbyist Shane is a recognizable face at the Capitol in the areas of capital investment, energy, transportation, taxes, and economic development. Since joining Flaherty & Hood, Shane has worked on behalf of clients to secure hundreds of millions of dollars in funding for regional and local projects. Shane has also achieved national recognition for his work with communities that host large, retiring power plants. His work on behalf of the Coalition of Utility Cities was pivotal to the creation of the Energy Transition Office and various programs within Minnesota state government to support these communities. Prior to joining the firm, Shane worked on political campaigns in Minnesota and North Dakota. He also served as Legislative Assistant to the North Dakota Senate Minority Leader, where he oversaw research and legislative strategy on a diverse array of issues. Shane is a graduate of William Mitchell College of Law (2016) and the University of North Dakota (2010). He is admitted to practice law in the state of Minnesota (2016). Bradley Peterson, Shareholder Attorney Bradley leads the firm's government relations practice and serves a diverse set of legislative clients in the areas of bonding, economic development, transportation, property taxes, tax increment financing, local sales taxes, environmental regulation, energy, and annexation and land use. He has been with the firm since 2007. Prior to joining Flaherty & Hood, Bradley was Senior Advocacy Director for the American Heart Association in Minnesota. Bradley holds a degree in history from Gustavus Adolphus College (1998) and a law degree from Hamline University School of Law (2005). He is admitted to practice law in the state of Minnesota (2005). Proiect Management and Costs Flaherty & Hood Senior Attorney/Lobbyist Shane Zahrt will be the day-to-day point of contact for the City of Monticello at the firm and will be primarily responsible for execution of the legislative activities described in this agreement. Shane will be assisted by Senior Attorney/Shareholder Bradley Peterson, who will have ultimate responsibility for service delivery on behalf of the firm. Other staff will be available to assist as needed. The cost of the services outlined in this agreement is $25,000. This is a flat fee rate that will be billed in two installments of $12,500 with invoices sent in February and May 2024. There may be additional reasonable expenses such as printing, postage, travel, and meal expenses related to the execution of City business that will be billed separately. The term of services outlined in this agreement would commence upon approval by the Monticello City Council and continue through December 31, 2024. Either party may terminate this agreement with 30 days written notice to the other party. Should a termination occur, the City of Monticello will owe a pro -rated portion of the total fee due up to the time of the termination. By entering into this agreement, the City understands that Flaherty & Hood represents other cities seeking funding for various projects from the legislature. Flaherty & Hood advocates for each client's interests strenuously on their own merits. We do not believe that there is any conflict between our representation of Sartell and other cities that we are working with. If a conflict arises, we will immediately be in touch with both clients and seek to resolve the conflict to the satisfaction of both parties. Changes of Scope The parties may, by mutual and written agreement, change or expand the scope of service or the issues addressed within this contract. A change or expansion of scope may result in an increase in the fee for service. Conclusion Flaherty & Hood is pleased to provide legislative services to the City of Monticello for the 2024 session and we are confident that we can have a significant impact in advancing your interests. If the proposal contained in this letter meets your approval, please sign and return one copy to Flaherty & Hood and retain a copy for your records. Very truly yours, FLAHERTY & HOOD, P.A. By: Bradley Peterson, Shareholder Attorney Accepted By: Lloyd Hilgart, Mayor Accepted By: Rachel Leonard, City Administrator City Council Agenda: 1/22/2024 2K. Consideration of adopting Resolution 2024-09 authorizing submission of a Safe Routes To School grant application for Monticello SRTS sidewalk gaps Prepared by: Meeting Date: ® Consent Agenda Item Assistant City Engineer Reviewed by: Community Development Director, Finance Director, Public Works Director/City Engineer ACTION REQUESTED 1/22/2024 Approved by: City Administrator ❑ Regular Agenda Item Motion to adopt Resolution 2024-09 authorizing submission of a SRTS grant application. REFERENCE AND BACKGROUND As part of continued efforts to improve pedestrian access to residents, staff request to apply to the Minnesota Department of Transportation (MNDOT) Safe Routes to School (SRTS) grant program on behalf of the City. The SRTS grant is solicited by MNDOT and designed to assist local governments in completing Safe Routes to School projects. Based on the community's adopted Safe Routes to School Plan, the proposed grant application would facilitate the construction of three sidewalk gap segments. Two of the segments are directly identified within the adopted plan and one directly supports connections to both Pinewood Elementary School and Swan River Montessori School. The three segments of sidewalk include: • 6th Street between Maple and Locust • 4th Street between Maple and Linn • Chelsea Rd between the High School Entrance and Fenning For the 2023 grant cycle (Funding year 2024 or 2025), there is $10,900,000 available statewide. Staff proposes to request the estimated construction cost of $548,400 through SRTS funding. The estimated cost for engineering, which is not eligible for grant funding, is anticipated to be $110,000. Grant acceptance would be a future consideration of the Council. The application is due on February 2, 2024, with awards being announced in spring 2024. City staff also applied for a TA grant for this project earlier this month. City Council Agenda: 1/22/2024 Budget Impact: The 2024-2033 Capital Improvement Plan identifies $100,000 every year for sidewalk gap projects. It is estimated an additional $10,000 would need to be allocated in the Capital Projects Fund in 2025 for completion of this project. II. Staff Workload Impact: Impacts to staff workload will be approximately 10-20 hours to complete the grant application. III. Comprehensive Plan Impact: The Monticello 2040 Comprehensive Plan's Implementation Chapter includes a specific policy statement for Safe & Secure neighborhoods, outlining a strategy for safer school access through planning, and a policy statement recommending collaboration with local partners on continued Safe Routes improvements consistent with the adopted SRTS plan. STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2024-09 authorizing submission of a SRTS grant application. SUPPORTING DATA • Resolution 2024-09 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2024-09 AUTHORIZING SUBMITTAL OF GRANT APPLICATION FOR THE SAFE ROUTES TO SCHOOL PROGRAM (SRTS) FOR MONTICELLO SRTS SIDEWALK GAPS IMPROVEMENT WHEREAS: $10.9 million in SRTS funding is available, with a minimum of $50,000 and cap of $1,000,000 for each project; and WHEREAS: The city of Monticello has adopted subdivision regulations that require Safe Routes to School infrastructure in developments authorized on or after June 1, 2016; and WHEREAS: SRTS funds can be used on reasonable elements associated with sidewalk construction and that other costs, including but not limited to: consultant engineering and inspection, utility construction, as well as construction costs above the SRTS award will need to have alternate funding sources; and THEREFORE, BE IT RESOLVED THAT: the City of Monticello authorizes submission of the SRTS grant application and hereby agrees to assume full responsibility for the operation and maintenance of property and facilities related to the aforementioned project and hereby agrees that local funds will be used to pay all costs associated with the project beyond the SRTS grant award. ADOPTED BYthe Monticello City Council this 22nd day of January, 2024. CITY OF MONTICELLO Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 1/22/2024 2L. Consideration of adopting Resolution 2024-10 authorizing submission of an Active Transportation grant application for CSAH 39 Trail Improvements Prepared by: Meeting Date: ® Consent Agenda Item Assistant City Engineer 1/22/2024 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director, Community City Administrator Development Director, Public Works Director/City Engineer ACTION REQUESTED Motion to adopt Resolution 2024-10 authorizing submission of an AT grant application. REFERENCE AND BACKGROUND The CSAH 39 trail project includes the construction of approximately 4600' segment of 10' wide bituminous pathway. This pathway segment will provide a multi -use trail connecting the downtown area to Chelsea Road and connecting to the Northeast entrance to Bertram Chain of Lakes Regional Park located at the Chelsea Road lift station. The City was notified by the Minnesota Department of Transportation (MNDOT) that it was awarded a federal Transportation Alternatives (TA) grant in the amount of $800,000. The grant funds will be available in FY 2025 ($558,488) and FY 2026 ($241,512). A local match amount of $700,000 was anticipated. The Active Transportation (AT) grant application is intended to secure state funds and would assist in paying a portion of the local match for the previously awarded TA grant. Grant funding cannot be used for engineering and design costs; however, staff will submit the grant application with the intent to fund all constructions costs of the project. Grant acceptance would be a future consideration of the Council. The application is due on February 2, 2024, with awards announced by spring 2024. Budget Impact: The CIP has a total of $1.5 million dollars identified for this project over 2024-2025 with construction anticipated in 2025. The $1.5 million cost will be offset with the $800,000 TA federal grant award and any AT grant funds awarded from the State, with the difference funded by the Capital Projects fund. II. Staff Workload Impact: Impacts to staff workload will be approximately 10-20 hours to complete the grant application. City Council Agenda: 1/22/2024 III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan's Implementation Chapter includes a specific policy statement for Connectivity Throughout the City to "Maintain a system of connectivity by multiple modes of transportation throughout the city with a focus on pathways between residential neighborhoods, parks, schools, employment centers, downtown and commercial centers. Further, the Plan states the following strategy, which is directly related to this specific proposed pathway: Continue to implement planned pedestrian and bicycle trails and pathways that connect key destinations, specifically bicycle and pedestrian connectivity across 1-94 and to Bertram Chain of Lakes Regional Park are priorities." STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2024-10 authorizing submission of an AT grant application. SUPPORTING DATA A. Resolution 2024-10 B. Project Area Maps CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2024-10 AUTHORIZING SUBMITTAL OF GRANT APPLICATION FOR THE ACTIVE TRANSPORTATION PROGRAM (AT) FOR CSAH 39 TRAIL IMPROVEMENT WHEREAS: $13.2 million in Active Transportation funding is available, with a minimum of $50,000 and cap of$1,000,000 for each project; and WHEREAS: The city of Monticello was awarded $800,000 in federal TA funds; and WHEREAS: AT funds can be used on reasonable elements associated with trail construction and that other costs, including but not limited to: consultant engineering and inspection, utility construction, as well as construction costs above the AT award will need to have alternate funding sources; and THEREFORE, BE IT RESOLVED THAT. the City of Monticello authorizes submission of the AT grant application and hereby agrees to assume full responsibility for the operation and maintenance of property and facilities related to the aforementioned project and hereby agrees that local funds will be used to pay all costs associated with the project beyond the AT and TA grant awards ADOPTED BYthe Monticello City Council this 22nd day of January, 2024. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 0 500 1000 Feet CSAH 39 Trail -Overall Map 2022 TA Grant Monticello, MN CSAH 39 Trail -Sheet 1 2022 TA Grant Monticello, MN N ,r -qw MEMO— f iL • .- .. i 41b4 i W *r 12 Construct ADA ramp? N _* E S 00 CSAH 39 Trail -Sheet 3 2022 TA Grant Monticello, MN 200 Feet C-1 M AW Golf � - � Course Old 10' wide path with 4' boulevard CSAH 39 Construct ADA ramp ` I - i *4 AIWIZ s IN 9R N 06 W E S 100 CSAH 39 Trail -Sheet 4 2022 TA Grant Monticello, MN 200 j Feet '01IM170V I CSAH 39 10' wide oath with 4' boulevard CSAH 39 Trail -Sheet 5 2022 TA Grant Monticello, MN City Council Agenda: 1/22/2024 2M. Consideration of approving Change Order 1 for the Downtown Roadway & Pedestrian Improvements Proiect in the amount of $25,838.50 Prepared by: Meeting Date: ❑x Consent Agenda Item Assistant City Engineer 1/22/2024 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Finance Director ACTION REQUESTED Motion to approve Change Order 1 for the Downtown Roadway & Pedestrian Improvements Project in the amount of $25,838.50. 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. September 26, 2022: Amended the original contract to include additional engineering services for a cost of $15,800. November 14, 2022: Authorize the preparation of a feasibility study and amend the original engineering contract for additional Broadway Street improvements at a total cost of $459,327. April 24, 2023: Accepted the feasibility report and set a public hearing for May 22, 2023, for the Downtown Roadway & Pedestrian Improvements Project. May 22, 2023: Ordered improvements for the Downtown Roadway and Pedestrian Improvements Project. June 26, 2023: Approved plans, specifications, and authorization of the advertisement of bids for the Downtown Roadway & Pedestrian Improvements Project. July 10, 2023: Approved TED grant agreement for the Downtown Roadway & Pedestrian Improvements Project. August 7, 2023: Adopted Resolution 2023-68 accepting bids and awarding contract to Meyer Contracting, Inc for the Downtown Roadway & Pedestrian Improvements Project in the amount of $10,790,214. City Council Agenda: 1/22/2024 REFERENCE AND BACKGROUND The Downtown Roadway & Pedestrian Improvements Project includes improvements to River Street between Locust and Hwy 25, Walnut Street between River Street and Broadway Street, and Broadway Street between 500' east of Jerry Liefert Drive to Pine Street. The change order includes: ' Graupefu Item ndi nq Gaiegary N0. Non -Par 1 Non -Par 2 SP 8605-59 3 Nora -Par 4 Non -Par 5 Description Abandon Water Services Street Light Materials Repair Signal Cables Handhole & Loop Detectors -- River t_ Signal Diamond 10 Finish on Exposed Faces of Ampitheater Blacks LS $5,604.50 1 $5,604.50 Not Change this Change Order $25,838.50 + or - Unit + or - Unit Price Quantity Amount $ LS $3,250.{t0 1 3,250_DD L5 $2,184,66 1 $2,184.66 LS $5,219,74 1 $5,219.74 LS $9.579,60 1 $9,579.60 The abandoned water services on Block 52 will be invoiced to the developer. Items 2 through 4 are additional signal and street light items for repair and adjustments discovered during construction. Item 5 is an updated finish to the blocks that will be installed in West Bridge Park with a rougher finish to enhance safety when wet. I. Budget Impact: The contingency included in the project budget at the time of the contract award is sufficient to cover this change order. II. Staff Workload Impact: This change order has no impact on staff time. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving Change Order 1 for the Downtown Roadway & Pedestrian Improvements Project in the amount of $25,838.50, 4110I91:49I►[0"D _11l_1 0 Change Order m I STATE AID FOR LOCAL TRANSPORTATION Rev. February2018 °^�sP°°.^. °. CHANGE ORDER SP/SAP(s) I SP 8605-59 MN Project No.: Change Order No. 11 Project Location Downtown Roadway & Pedestrian Improvements Local Agency City of Monticello Local Project No. BMI No: OW1.127815 Contractor Meyer Contracting Contract No. Address/City/State/Zip 11000 93rd Ave. N. Maple Grove, MN 55369 Total Change Order Amount $ 25,838.50 **Group/fu nding Category Non -Par 1 Non -Par 2 SP 8605-59 3 Non -Par 4 (Describe work and justification for change order.) ➢ Abandon Water Services to Block 52 Property Off of Broadway St • Abandon 6" Water Service = $1,750 • Abandon 1" Water Service = 5750/Each x 2 = 51.500 Total = $3,250 ➢ Upcharge to expedite materials for installation of Broadway street lights = $2,184.66 ➢ Repair signal cables at Broadway / TH 25 Intersection = $5,219.74 (MNDOT TED Eligible Expense) ➢ River St. Signal — Handhole and loop detector relocation and replacements = $9,579.60 ➢ Diamond 10 finish on exposed faces of ampitheater blocks = $5,604.50 Abandon Water Services LS $3,250.00 1 $3,250.00 Street Light Materials LS $2,184.66 1 $2,184.66 Repair Signal Cables I LS $5,219.74 1 Handhole & Loop Detectors — River St. Signal LS $9,579.60 1 Diamond 10 Finish on Exposed Non -Par 5 Faces of Ampitheater Blocks LS $5,604.50 1 $5,604.50 Net Change this Change Order $25,838.50 "Group/funding category is required for federal aid projects $5,219.74 $9,579.60 ( X ) Is NOT changed I ( ) May be revised as provided in MnDOT Specification 1806 ( ) Is Increased by Working Days ( ) Is Increased by Calendar Days ( ) Is Decreased by Working Days ( ) Is Decreased by Calendar Days Approved by Project Engineer: I 41L _J Date: 01/17/2024 g Page 1 of 2 m I STATE AID FOR LOCAL TRANSPORTATION °^�sP°°.^. °. CHANGE ORDER SP/SAP(s) SP 8605-59 Print Name: Justin Kannas Approved by Contractor: Print Name: MN Project No.: Rev. February 2018 Change Order No. 11 Phone: 320-905-2704 Date: Phone: DSAE Portion: The State of Minnesota is not a participant in this contract. Signature by the District State Aid Engineer is for FUNDING PURPOSES ONLY and for compliance with State and Federal Aid Rules/Policy. Eligibility does not guarantee funds will be available. This work is eligible for: Federal Funding State Aid Funding Local funds District State Aid Engineer: Date Page 2 of 2 City Council Agenda: 1/22/2024 4A. Consideration of adopting Resolution 2024-11 approving plans and specifications and advertisement for bid the Broadwav Street Roadwav and Utilitv Improvement Proiect and 7th Street Retaining Wall, Rectangular Rapid Flashing Beacon (RRFB), and Sidewalk Improvement Proiect Prepared by: Meeting Date: ❑ Consent Agenda Item Public Works Director/City Engineer 1/22/2024 ® Regular Agenda Item Reviewed by: Approved by: Finance Director City Administrator ACTION REQUESTED Motion to adopt resolution approving the plans and specifications and authorization to bid for the Broadway Street Roadway and Utility Improvement Project and 7th Street Retaining Wall, RRFB, and Sidewalk Improvement Project. PREVIOUS COUNCIL ACTION February 13, 2023: City Council authorized the preparation of a feasibility study for the 7th Street Retaining Wall, RRFB, and Sidewalk Improvement Project and approved a contract with Hakanson Anderson to provide engineering services at a price of $61,200. April 24, 2023: City Council approved preparation of a feasibility study an approved a contract with Hakanson Anderson for engineering services in the amount of $253,000. October 23, 2023: City Council approved a funding and construction agreement with Wright County. November 27, 2023: City Council accepted the feasibility study and set the public hearing for December 11, 2023. November 27, 2023: City Council accepted the feasibility study and set a public hearing for December 11, 2023. December 11, 2023: City Council ordered the improvement for the Broadway Street Roadway and Utility Improvement Project. December 11, 2023: City Council ordered the improvement for the 7th Street Retaining Wall, RRFB, and Sidewalk Improvement Project. City Council Agenda: 1/22/2024 REFERENCE AND BACKGROUND Wright County has a planned pavement project along CSAH 75 (Broadway Street) from MN Trunk Highway 25, Pine Street, to the CSAH 39/18, Fenning Avenue intersection. Initially Wright County was considering installing concrete pavement along this section of Broadway Street. Due to funding limitations the project scope was changed to a mill -and -overlay pavement preservation project. This project is planned to include: • Spot repair of the concrete curb and gutter. • Reconstruction of pedestrian ramps to current ADA standards. • Repair Sanitary Sewer and Storm Manholes. • Add a paved trail on the north side of Broadway Avenue between Hart Boulevard and Fenning Avenue. • Add Pathway Lighting on the south side of Broadway Street between Washington Street and Fenning Avenue. • Upgrade non -turf center median islands consistent with project currently under design on Broadway Avenue west of Hwy 25. Landscaping expected to include a combination of hardscape and vegetative landscaping with the installation of irrigation for each island area. • Add enhanced pedestrian crossings at the intersection of Broadway Avenue and Cedar Street and Broadway Avenue and Wright Street. • Add boulevard trees along with a drip irrigation system between middle school and Fenning Avenue. • Replace manhole castings and rings and gate valve covers as needed throughout the project area. City staff were not able to secure an easement to connect the River Walk trail to Broadway Street. Therefore, it is proposed to remove the section of sidewalk that was proposed on the north side of Broadway Street just east of the hospital traffic signal. To obtain better bid pricing, the Broadway East Roadway and Utility Project was combined with the 71" Street Retaining Wall, RRFB, and Sidewalk Improvement Project. The 7t" Street project includes the following improvements: • The reconstruction of approximately 385 feet of retaining wall along the south side of 7t" Street just west of Locust Street. • Construction of sidewalk along the north side of 7t" Street connecting Locust Street to Walnut Street. • Replacement of the rectangular rapid flashing beacon located at the intersection of Walnut Street and 7t" Street. City Council Agenda: 1/22/2024 • Construction of sidewalk along the south side of 7t" Street between where it ends east of Cedar Street to Washington Street excluding the portion of sidewalk scheduled to be installed by Wiha Tools. The project also includes the full -depth reclamation and re -striping of the parking lot for the Prairie Center where the DMV is located. Pending MNDOT State -aid approval the project is expected to have a bid opening in March and construction is anticipated to start in the spring of 2024. Easements are also being acquired for the construction of the improvements along 7t" Street with construction anticipated in the spring/summer of 2024. Budget Impact: The project is to be funded from the Capital Projects Fund, with the portion for DMV paving coming from the Deputy Registrar Fund. The estimated project cost including engineering and material testing is $4,000,000. Wright County's share is estimated at $1,400,000, and $337,930 is proposed to be assessed as shown in the feasibility report. The 2024 budget includes $4,240,000 for the Broadway East, 7tn Street, and Prairie Center Parking Lot projects. II. Staff Workload Impact: Extensive staff time will be spent managing the project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the resolution. SUPPORTING DATA A. Resolution 2024-11 B. Draft Plans C. Cost Estimate CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2024-11 APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS FOR THE BROADWAY STREET ROADWAY AND UTILITY IMPROVEMENT PROJECT AND 7T" STREET RETAINING WALL, RECTANGULAR RAPID FLASHING BEACON, AND SIDEWALK IMPROVEMENT PROJECT WHEREAS, pursuant to approval by the City Council on December 11, 2023 Hakanson Anderson prepared plans and specifications for the 7t" Street Retaining Wall, Rectangular Rapid flashing Beacon, and Sidewalk Improvement Project, which includes: • The reconstruction of approximately 385 feet of retaining wall along the south side of 71" Street just west of Locust Street. • Construction of sidewalk along the north side of 7t" Street connecting Locust Street to Walnut Street. Replacement of the rectangular rapid flashing beacon located at the intersection of Walnut Street and 7tn Street. • Construction of sidewalk along the south side of 7t" Street between where it ends east of Cedar Street to Washington Street excluding the portion of sidewalk scheduled to be installed by Wiha Tools. WHEREAS, pursuant to approval by the City Council on December 11, 2023, the Broadway East Roadway and Utility Project was ordered and includes: • Spot repair of the concrete curb and gutter. • Reconstruction of pedestrian ramps to current ADA standards. • Repair Sanitary Sewer and Storm Manholes. • Add a paved trail on the north side of Broadway Avenue between Hart Boulevard and Fenning Avenue. • Add Pathway Lighting on the south side of Broadway Street between Washington Street and Fenning Avenue. • Upgrade non -turf center median islands consistent with project currently under design on Broadway Avenue west of Hwy 25. Landscaping expected to include a combination of hardscape and vegetative landscaping with the installation of irrigation for each island area. Add enhanced pedestrian crossings at the intersections of Broadway Avenue and Cedar Street and Broadway Avenue and Wright Street. Add boulevard trees along with a drip irrigation system between middle school and Fenning Avenue. • Replace manhole castings and rings and gate valve covers as needed throughout the project area. WHEREAS, the Public Works Director/City Engineer presented such plans and specifications to the Council for approval; NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: 1. Such plans and specifications, a copy of which is on file in the office of the City Clerk, are hereby approved. 2. The designated authority shall prepare and cause to be inserted in the official paper and in a recognized industry trade journal an advertisement for bid upon the making of such improvement under such approved plans and specifications. The advertisement shall be published no less than three weeks before the last day for submission of bids, once in the City's legal publication and at least once in either a newspaper published in a city of the first class or a trade paper. To be eligible as a trade paper, a publication shall have all the qualifications of a legal newspaper except that, instead of the requirement that it shall contain general and local news, such trade paper shall contain building and construction news of interest to contractors in this state, among whom it shall have a general circulation. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed as set forth in the instructions to bidders in compliance with the requirements of electronic bidding and bid security. ADOPTED BYthe Monticello City Council this 22"d day of January, 2024. ATTEST: CITY OF MONTICELLO Jennifer Schreiber, City Clerk Lloyd Hilgart, Mayor Hu ONNESOTA DEPARTMENT OF TRANSHORTATDON CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA CONSTRUCTION PLANS FOR MILLING, WARM MIX BITUMINOUS PAVING, ADA IMPROVEMENTS, AND MISCELLANEOUS CONSTRUCTION S.A.P. 086-675-020 LOCATED ON BROADWAY STREET FROM STATE HIGHWAY 25 TO FENNING AVENUE S.A.P. 222-020-001 LOCATED ON BROADWAY STREET FROM STATE HIGHWAY 25 TO FENNING AVENUE PROJECT LOCATION DESIGN DESIGNATION BROADWAY STREET COUNTY: WRIGHT Design ESALS = 1,812,000 DISTRICT : 3 ADT (Current Year) 2023 = 12,950 Design Speed 40 MPH SECTION 11, 12, & 13, T 121, R 25 GROSS LENGTH 7665 FEET 1.452 MILES ADT (Future Year) 2043 = 15,800 Based on STOPPING Sight Distance BRIDGES —LENGTH FEET MILES DHV (Design Hr. Vol.) = 1,580 Height Of eye 3.5 Height of object 2.0' EXCEPTIONS —LENGTH FEET MILES D (Directional Distr.) = 85 % Design Speed not achieved at:N/A NET LENGTH 7665 FEET 1.452 MILES T (Heavy Commercial) = 3.5 % R—VALUE = 50 PAVEMENT DESIGN = 10 TON P R 0 J .CT --s,, LOCATION: 6TH STREET PARKING LOT PROJECT LOCATION: 7TH STREET AREA 1 LI LUUA I TUN: 7TH STREET AREA 3 HI I BEGIN S.A.P. BEGIN S.A.P. CSAH 75 STA 0+63 086-675-020 222-020-001 olEND S.A.P. 086-675-020 END S.A.P. 222-020-001 CSAH 75 STA 77+28 ,1 1� 1000 0 1000 2000 SCALE IN FEET PLAN REVISIONS DATE REVISIONS APPROVER I GOVERNING SPECIFICATIONS THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" ALL FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 ESTIMATED QUANT1TlES 3 PROJECT LEGEND AND GENERAL CONSTRUCTION NOTES 4-5 PROJECT TABULATIONS 6 TYPICAL SECTIONS AND DETAILS 7-9 DETAILS 10-15 PEDESTRIAN CURB RAMP DETAILS 1 6-1 9 DRIVEWAY AND SIDEWALK DETAILS 20 TRAFFIC CONTROL NOTES AND DETAILS BROADWAY STREET 21-24 TRAFFIC CONTROL — PHASE 1 25-27 TRAFFIC CONTROL — PHASES 1 INTERSECTION CONSTRUCTION 28-31 TRAFFIC CONTROL — PHASE 2 32 TRAFFIC CONTROL — INTERSECTION CONSTRUCTION 33 TRAFFIC CONTROL MISCELLANEOUS LAYOUTS 34-36 TRAFFIC CONTROL — PHASE 3 37-39 TRAFFIC CONTROL — PHASE 4 AND INTERSECTION PAVING 40-48 EXISTING CONDITIONS AND REMOVALS PLAN 49-66 CONSTRUCTION PLAN 67-76 PEDESTRIAN RAMP CONSTRUCTION 77-78 STRIPING NOTES AND DETAILS 79-87 SIGNAGE AND STRIPING PLAN 7TH STREET 88-91 TRAFFIC CONTROL 92-95 EXISTING CONDITIONS AND REMOVALS 96-99 CONSTRUCTION PLANS 100-102 PEDESTRIAN RAMP CONSTRUCTION 6TH STREET PARKING LOT 03 EXISTING CONDITIONS AND REMOVALS PLAN 04 CONSTRUCTION PLAN CROSS SECTIONS X1—X5 CROSS SECTIONS — BROADWAY STREET X6—X20 CROSS SECTIONS — 7TH STREET BROADWAY STREET L1—L2 LANDSCAPE PLANS 11-12 IRRIGATION PLANS El—E14 TRAIL LIGHTING PLANS BROADWAY STREET AND 7TH STREET S1—S8 PEDESTRIAN CROSSWALK FLASHER SYSTEM PLANS THIS PLAN CONTAINS 150 SHEETS I HEREBY CERTIFY THAT THIS PLAN 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. CRAIG J. JOCHUM LIC. NO. 23461 V DESIGN ENGINEER APPROVED: CITY ENGINEER APPROVED: COUNTY ENGINEER District State Aid Engineer: Reviewed for Compliance with State —Aid Rules/Policy Approved for State Aid Funding: State Aid Engineer S.A.P. 086-675-020 S.A.P. 222-020-001 SHEET NO. 1 OF 104 SHEETS M0304 ITEM NO. SPEC. NO. TAB 1 2021.501 2 2101.502 3 2101.5D2 4 2102.5D3 5 2102.518 6 2104.502 7 2104.502 8 2104.502 9 2104.502 A 10 2104.502 11 2104.5D2 12 2104.5D3 D 13 2104.503 D 14 2104.503 A 15 2104.503 16 2104.5D3 17 2104.50 D 18 2104.518 D 19 2104.518 D 20 2104.GD4 21 2106.5D7 22 2106.507 23 2106.507 24 2106.507 25 2106.607 26 2106.609 27 2108.504 28 2130.523 29 2211.509 30 2215.507 31 2215.507 32 2232.504 33 2357.506 34 2360.504 C 35 2360.5D4 36 2360.5D4 C 37 2360.509 38 2360.509 39 2360.509 40 2360.509 C 41 2411.604 42 2411.604 43 2433.603 44 2475.503 45 2501.502 46 2501.503 47 2503.503 A 48 2504.601 49 2504.602 50 2504.602 51 2504.602 52 2504.602 53 2506.502 54 2506.502 55 2506.503 A 56 2506.602 a 57 2506.602 A 58 2506.602 A 59 2506.603 A of 60 2521518 C a � 61 2521.518 C 62 2521.518 C 63 2531.503 C o 64 2531.503 C `J 65 2531.503 C 66 2531.503 B 67 2531.618 68 2545.502 z F z 69 2545.502 n j 70 2545.502 a� N� DATE REVISION � J o a N U ,a Z oY ESTIMATED QUANTITIES REFERENCE NOTES: BROADWAY STREET 7T" STREET -LOCAL 6T" STREET 11) THIS ITEM WILL ONLY BE USED IF THE VALVE BOX IS BROKEN. THE CONTRACTOR SHALL PARKING LOT- REMOVE THE TOP SECTION OF THE VALVE BOX AND REPLACE IT WITH A NEW ONE. S.A.P. 086-675-020 S.A.P. 222-020-001 WALL WALK AREAL WALK CONSTREA 2RUCTION WALK CONSTREA 3RUCTION LOCAL (2 SAWING CONCRETE CURB AND GUTTER WILL BE PAID WITH THIS ITEM. CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION ESTIMATE ESTIMATE ESTIMATE ESTIMATE ESTIMATE ESTIMATE ESTIMATE (3 THIS ITEM WILL ONLY BE USED IF SUBGRADE CORRECTION IS NEEDED ON THE PRECAST REFERENCE TOTAL CONCRETE STONE RETAINING WALL. NOTE DESCRIPTION UNIT QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY ® ..08 0.04 0.03 0.01 0.0z IT IS ANTICIPATED THAT THIS ITEM MAY BE NEEDED FOR THE SIDEWALK SUBGRADE IN AREA 1. MOBILIZATION LUMP SUM 1 0-38 044 0 CLEARING EACH 7 0.50 0-5 4 2 (5 ALL MIXES ON BROADWAY STREET SHALL BE WARM MIX ASPHALT (WMA). MIX TEMPERATURE SHALL NOT EXCEED 250 DEGREES AT THE PLANT. GRUBBING EACH 7 0.50 0.5 4 2 (g)THIS ITEM WILL ONLY BE USED ON THE VALVE BOXES THAT NEED ADJUSTMENT. PAVEMENT MARKING REMOVAL LIN FT 867 867 PAVEMENT MARKING REMOVAL SQ FT 396 396 THIS ITEM WILL NOT BE MEASURED ON NEW STORM DRAINAGE STRUCTURES, NEW SANITARY SEWER CASTINGS, AND EXISTING STORM DRAINAGE STRUCTURES THAT DO NOT NEED GROUTING SALVAGE CASTING EACH 6 1 4 1 AS DETERMINED BY THE ENGINEER. SALVAGE SIGN EACH 13 10 3 8 THIS ITEM INCLUDES 2' BY 3' PRECAST DRAINAGE STRUCTURES. SALVAGE TREE GRATE EACH 2 2 REMOVE MANHOLE OR CATCH BASIN EACH 32 32 REMOVE CASTING EACH 22 22 1 REMOVE VALVE BOX EACH 3 3 2 SAWING CONCRETE PAVEMENT -FULL DEPTH LIN FT 1538 164 1241 4 85 32 12 SAWING BITUMINOUS PAVEMENT - FULL DEPTH LIN FT 5082 679 3798 26 526 53 REMOVE PIPE SEWER LIN FT 373 373 REMOVE RETAINING WALL LIN FT 368 368 REMOVE FENCE LIN FT 337 337 REMOVE CURB AND GUTTER LIN FT 3325 465 2333 20 454 53 REMOVE CONCRETE PAVEMENT SQYD 1064 235 617 200 12 REMOVE BITUMINOUS PAVEMENT SQYD 1876 235 1367 4.9 269 SALVAGE AND REPLACE LANDSCAPING EACH 3 3 3 EXCAVATION -COMMON CUYD 1283 525 164 178 190 59 167 GRANULAR EM BANKMENT (CV) CUYD 566 422 100 24 20 3 SELECT GRANULAR EMBANKM ENT(CV) CUYD 164 164 COMMON EMBANKMENT(CV) CUYD 183 103 7 57 16 EXCAVATION - SPECIAL CUYD 160 160 HAUL AND DISPOSE OF EXCAVATED MATERIAL (LV) CUYD 1502 550 283 223 173 56 217 4 GEOTEXTILE FABRIC TYPE 5 SQYD 300 300 WATER M GAL 676 24 409 61 35 131 18 AGGREGATE BASE CLASS 5 TON 1841 215 977 2 278 288 81 FULL DEPTH RECLAMATION SQYD 1502 1502 HAUL FULL DEPTH RECLAMATION (CV) CY YD 250 250 MILL BITUMINOUS SURFACE SQYD 56863 56801 62 BITUMINOUS MATERIAL FOR TACK COAT GALLONS 453 442 1 7 3 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 2.0" THICK SQ YD 194 4.9 127 62 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD 1354 1354 TYPE SP 12.5 NON WEARING COURSE MDCTURE (2,B)2.5" THICK SQ YD 132 4.9 127 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TON 136 136 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B) TON 227 227 5 TYPE SP 9.5 WEARING COURSE MIXTURE (4,C) TON 6873 6873 5 TYPE SP 12.5 BITUMINOUS FOR PATCHING TON 408 37 371 PRECAST CONCRETE STONE RETAINING WALL SQ YD 230 230 M COLLAR BLOCK RETAINING WALL SQ YD 16 162 SAW AND SEAL JOINT LIN FT 300 300 PIPE RAILING LIN FT 368 368 15" RC PIPE APRON EACH 2 2 15" RC PIPE CULVERT LIN FT 56 56 12" RC PIPE SEWER CLASS V LIN FT 373 373 IRRIGATION SYSTEM LUMP SUM 1 1 1 VALVE BOX EACH 3 3 6 ADJUST VALVE BOX EACH 1 1 SALVAGE SPRINKLER HEAD EACH 89 50 12 15 10 2 INSTALL SPRINKLER HEAD EACH 89 50 12 15 10 2 INSTALL CASTING EACH 6 1 4 1 CASTING ASSEMBLY EACH 53 53 CONSTRUCT DRAINAGE STRUCTURE DESIGN 484020 LIN FT 45 45 7 GROUT CATCHBASIN OR MANHOLE EACH 80 80 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2 2 CONNECT INTO EXISTING STORM SEWER EACH 35 35 8 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL LIN FT 102 102 4" CONCRETE WALK SQ FT 8923 1843 5344 1736 6" CONCRETE WALK SQ FT 7406 2920 4310 176 8" CONCRETE WALK SQ FT 449 351 98 CONCRETE CURB AND GUTTER DESIGN B612 LIN FT 20 20 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 495 495 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 2786 459 2327 CONCRETE CURB DESIGN V LIN FT 42 21 21 TRUNCATED DOMES SQ FT 583 250 251 70 12 LIGHT UNIT TYPE 1 EACH 24 24 LIGHT FOUNDATION DESIGN E MODIFIED EACH 24 24 SERVICE CABINET EACH 1 1 S.A.P. 086-675-020 S.A.P. 222-020-001 1 hereby certify that this plan, specification, or report was DESIGNED BY: ESTIMATED QUANTITIES x prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licen ed Professions Engineer under the laws 2024 BROADWAY & 7TH STREET of the state of inne, DRAWN BY:CIVIL Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT AI J JOCf UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520Date1L12�24 Lic. No. 23461TAE www.hakanson-anderson.com CITY OF MONTICELLO, MINNESOTA M0304 ESTIMATED QUANTITIES LEGEND BROADWAY STREET 7T" STREET -LOCAL 6" STREET 900 PROPOSED CONTOUR WALL WALK AREAL WALK AREA WALK AREA PARKI NG LOT- - - -900 - - EXISTING CONTOUR S.A.P. 086-675-020 S.A.P. 222-020-001 CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION LOCAL FO-BUR BURIED FIBER OPTIC CABLE T-BUR BURIED TELEPHONE CABLE REFERENCE TOTAL ESTIMATE ESTIMATE ESTIMATE ESTIMATE ESTIMATE ESTIMATE ESTIMATE G GAS MAIN ITEM NO. SPEC. NO. TAB NOTE DESCRIPTION UNIT QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY P-BUR BURIED ELECTRIC CABLE 71 2545.502 EQUIPMENTPAD EACH 1 1 P-OH OVERHEAD ELECTRIC CABLE TV-BUR BURIED TV CABLE 72 2545.503 2"NON-METALLIC CONDUIT LIN FT 4817 4817 a © 0 UTILITY PEDESTAL 73 2545.5D3 2" NON-METALLIC CONDUIT(DIRECTIONAL DRILL) LIN FT 110 110 P" POWER POLE 74 2545.503 UNDERGROUND WIRE 1/C 2 AWG LIN FT 180 180 GUY WIRE 75 2545.503 UNDERGROUND WIRE 1/C 4 AWG LIN FT 15441 15441 4 LIGHT POLE 76 2563.601 TRAFFIC CONTROL LUMP SUM 1 0.38 0.44 0.08 0.04 0.03 0.01 0.02 Y7 SIGNAL POLE � 77 2563.601 ALTERNATE PEDESTRIAN ROUTE LUMP SUM 1 0-38 0.44 0-08 0.04 0-03 0.01 0.02 M PUSH BUTTON RECTANGULAR RAPID FLASHING BEACONS 78 2564.502 INSTALL SIGN EACH 13 10 3 0 HANDHOLE 79 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM A SYSTEM 1 1 16 IRRIGATION BOX 80 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM B SYSTEM 1 0.5 0.5 O ELECTRIC MANHOLE 8t 2571.5D2 DECIDUOUS TREE 2.0" CAL B&B EACH 24 24 O TELEPHONE MANHOLE ® GAS VALVE 82 2571.502 DECIDUOUS TREE 2.5" CAL B&B EACH 5 5 >> STORM SEWER 83 2571.602 INSTALL TREE GRATE EACH 2 2 O STORM SEWER MANHOLE 84 2573.501 EROSION CONTROL SUPERVISOR LUMP SUM 1 0.09 0.62 0.12 0.03 0.10 0.04 ® ® CATCH BASIN 85 2573.502 STORM DRAIN INLET PROTECTION EACH 79 19 48 4 4 2 2 a FES 86 2573.503 SILT FENCE, TYPE MS LIN FT 1271 961 310 WATERMAIN 87 2573.503 SEDIMENT CONTROL LOG TYPE WOOD CHIP LIN FT 1667 415 927 325 & WATERMAIN MANHOLE b HYDRANT 88 2574.507 LOAM TOPSOIL BORROW (LV) CU YD 511 30 311 70 40 40 20 oa GATE/BUTTERFLY VALVE 89 2575.604 E SITE RESTORATION SQ YD 10049 354 6072 899 519 1943 262 ® WATER SERVICE 90 2582.503 4"SOUDLINE MUTI-COMPONENT LIN FT 860 860 > SANITARY SEWER 91 2582.503 6" SOLID LINE M UTI-COM PONENT LIN Fr 1070 210 860 O SANITARY SEWER MANHOLE o SEWER SERVICE 92 2582.503 12" SOLID LINE MUTI-COMPONENT LIN Fr 40 40 e* TREES AND SHRUBS 93 2582.503 4" DOUBLE SOLID LINE MUTI-COMPONENT LIN Fr 583 583 M TRUNCATED DOMES 94 2582.503 4" SOLID LINE MUTI-COMPONENT GROUND IN LIN FT 13710 13710 CONCRETE CURB & GUTTER 95 2582.503 6" SOLID LINE MUTI-COMPONENT GROUND IN LIN FT 16780 16780 SIGN 96 2582.503 12" SOLID LINE MUTI-COMPONENT GROUND IN LIN Fr 273 273 0 MAILBOX 97 2582.503 24" SOLID LINE MUTI-COMPONENT GROUND IN LIN Fr 256 256 OO MANHOLE 98 2582.503 4" BROKEN LINE MUTI-COMPONENT GROUND IN LIN Fr 3020 3020 99 2582.518 PAVEMENT M ESSAGE MULTI -COMPONENT SQ FT 73 60 12.5 2 �-DETAIL NUMBER 1 100 2582.518 CROSSWALK MULTI -COMPONENT SQ FT 306 306 e�-SHEET NUMBER 101 2582.518 PAVEMENT MESSAGE MULTI -COMPONENT GROUND IN SQ Fr 495 495 102 2582.518 CROSSWALK M ULTI-COMPONENT GROUND IN SQ Fr 4546 4546 ,° a EXISTING CONCRETE PAVEMENT GENERAL CONSTRUCTION NOTES: BASIS OF ESTIMATED QUANTITIES I EXISTING BITUMINOUS PAVEMENT 1. MANHOLE CASTINGS SHALL BE ADJUSTED TO FINAL GRADE WITH CONCRETE ADJUSTING RINGS. CONTRACTOR SHALL MEASURE EACH MANHOLE CASTING TO ENSURE THAT THE FINAL DIMENSION FROM THE TOP OF THE BITUMINOUS SURFACE TO THE TOP OF THE MANHOLE CASTING IS AS DESCRIBED IN THE (AGGREGATE BASE CLASS 5 100 1 bs/yd2/in SILT FENCE PROJECT SPECIFICATIONS. IWEARING COURSE BITUMINOUS MIXTURE 1101bs/yd2/in 2. WATER VALVE BOX LIDS SHALL BE ADJUSTED BY TURNING THE EXISTING VALVE BOX. CONTRACTOR SHALL MEASURE EACH BOX LID TO ENSURE THAT THE 0 INLET PROTECTION DEVICE FINAL DIMENSION FROM THE TOP THE BITUMINOUS SURFACE TO THE TOP OF THE MANHOLE LID IS AS DESCRIBED IN THE PROJECT SPECIFICATIONS. (NON WEARING BITUMINOUS COURSE MIXTURE 110lbs/yd2/in 3. CONTRACTOR SHALL SALVAGE AND REPLACE ALL EXISTING TOPSOIL UNLESS OTHERWISE NOTED ON THESE PLANS. ALL DISTURBED AREAS SHALL BE (BITUMINOUS MATERIAL FOR TACK COAT 0.07 gal/yd2 • • • • • • • • • SEDIMENT CONTROL LOG PER RESTORED WITH SEED MIXTURE 25-131 AT A RATE OF 220 LBS/ACRE, TYPE 3 FERTILIZER AT 400 LBS/ACRE, AND HYDRAULIC BONDED FIBER MATRIX AT ISEED MIXTURE 25-131 2201bs/acre 3,500 LBS/ACRE. ALL RESTORATION WORK SHALL BE MEASURED BY THE SQUARE YARD AND PAID PER ITEM 2575 SITE RESTORATION, IHYDRAULIC BONDED FIBER MATRIX 3,5001bs/acre 4. ALL CURB AND GUTTER, BITUMINOUS, AND CONCRETE REMOVALS SHALL BE SAW CUT FULL DEPTH TO PROVIDE A CLEAN EDGE FOR NEW JOINT. ITYPE 3, SLOW RELEASE FERTILIZER 4001bs/acre 5. LOCATIONS OF CURB REMOVAL SHALL BE MARKED IN THE FIELD BY THE ENGINEER. CONTRACTOR SHALL CONSTRUCT SAME CURB TYPE THAT WAS REMOVED IN EACH LOCATION. THE MINIMUM WIDTH OF CURB AND GUTTER THAT WILL BE REMOVED IN ANY ONE LOCATION WILL BE 6 FEET WIDE. SAWCUT FOR THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL CONCRETE CURB AND GUTTER WILL BE PAID PER ITEM 2104-SAWING CONCRETE PAVEMENT. 6. ALL ITEMS SALVAGED FOR RE -USE SHALL BE STORED AND PROTECTED BY THE CONTRACTOR. ANY ITEMS DAMAGED OR LOST DURING THE STORAGE PERIOD HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY TO REPLACE WITH NO ADDITIONAL COMPENSATION. I STANDARD PLATES 7. SEE FOR BARRIERS REQUIRED AT CURB REMOVAL AREAS. PLATE NO. DESCRIPTION 6 I 3000M RENFORCED CONCRETE PIPE (6 SHEETS) 8. SHEETS 67-76 AND 100-102 SHOW GENERAL PEDESTRIAN RAMP LAYOUTS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL PEDESTRIAN I 3006H GASKET JOINT FOR R.C. PPE (2 SHEETS) RAMPS MEET ALL ADA REQUIREMENTS AND MUST CONFORM WITH MNDOT STANDARD PLANS 5-297.250 WHICH ARE INCLUDED AS SHEETS 10-15 OF THESE PLANS. THE REMOVAL LIMITS SHOWN ARE FOR GENERAL USE ONLY. THE CONTRACTOR IS RESPONSIBLE TO MAKE SURE ALL REQUIREMENTS ARE MET. I 3007F SHEAR REINFORCEMENT FOR PRECAST DRAINAGE STRUCTURES 9. THE CONTRACTOR SHALL GROUT THE RINGS AND DOGHOUSES ON ALL EXISTING STRUCTURES WITHIN THE PROJECT AREA AS IDENTIFIED ON THE PLANS. I 310OG CONCRETE APRON FOR REINFORCED CONCRETE PIPE PRIOR TO GROUTING, THE CONTRACTOR SHALL CLEAN ALL DEBRIS OUT OF THE STRUCTURE. THIS WORK SHALL BE PAID PER ITEM 2506 GROUT I 3133D RIPRAP AT RCP OUTLETS CATCHBASIN OR MANHOLE. THIS ITEM WILL NOT BE MEASURED OR PAID ON NEW STORM SEWER STRUCTURES OR ON EXISTING STRUCTURES THAT DO NOT I 3145G CONCRETE PIPE OR PRECAST BOX CULVERT TIES REQUIRE ANY GROUTING. I 4003B 30" PRECAST CATCH BASIN -DESIGN N 10. IN SIDEWALK IMPROVEMENT AREAS CONTRACTOR SHALL SALVAGE THE TOP 4 TO 6 INCHES OF TOPSOIL FOR REUSE PER MNDOT SPECIFICATION 2106. PRIOR TO SALVAGING TOPSOIL CONTRACTOR SHALL ROTARY TILL/MIX THE EXISTING SOD WITH THE UNDERLYING SOILS TO A DEPTH OF 4 TO 6 INCHES AS I 4006E MANHOLE OR CATCH BASIN PRECAST- DESIGNS G AND H DIRECTED BY THE ENGINEER. ROTARY TILLING SHALL BE INCIDENTAL. SALVAGING TOPSOIL IS INCLUDED IN PAY ITEM 2106-EXCAVATION-COMMON. I 4007C PRECAST MECHANICAL JOINT SEWER MANHOLE PLACEMENT OF SALVAGED TOPSOIL SHALL BE INCIDENTAL. THE BID ALLOWS FOR SOME LOAM TOPSOIL BORROW IN THE SIDEWALK CONSTRUCTION AREAS. I 4011E PRECAST CONCRETE BASE I THIS MATERIAL WILL ONLY BE USED IF, AS DETERMINED BY THE ENGINEER, THE EXISTING TOPSOIL IS NOT ACCEPTABLE OR IF ADDITIONAL QUANTITY IS I 4020J MANHOLE OR CATCH BASIN (FOR USE WITH OR WITHOUT TRAFFIC LOADS) (2 SHEETS) NEEDED TO SUPPLEMENT THE EXISTING TOPSOIL. a I 4022A MANHOLE OR CATCH BASIN COVER (3 FT. X2 FT. OPENING) 0 11.SALVAGING TOPSOIL, COMMON EXCAVATION, AND COMMON EMBANKMENT PLACEMENT SHALL BE INCIDENTAL EXCEPT AS NOTED AND PROVIDED FOR ON THE o BID FORM. I 4026A CONCRETE ENCASED CONCRETE ADJUSTING RINGS 12. ALL NEW AND SALVAGED SANITARY SEWER MANHOLE CASTINGS SHALL INCLUDE AN INTERNAL CRETEX CHIMNEY SEAL OR APPROVED EQUAL. CHIMNEY SEALS I 7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES 0 SHALL BE INCIDENTAL. I 7100H CONCRETE CURB AND GUTTER (DESIGN B AND DESIGN V) Q 13. ALL NEW AND SALVAGED STORM SEWER MANHOLE CASTINGS SHALL INCLUDE AN EXTERNAL INFRA SHIELD CHIMNEY SEAL OR APPROVED EQUAL. CHIMNEY I 7105C CONCRETE MEDIAN (MOUNTABLE TYPE) d SEALS SHALL BE INCIDENTAL. I 71071 ENTRANCE NOSE (URBAN DESIGN) 14. THE CONTRACTOR SHALL NOT MILL BROADWAY STREET UNTIL ALL OTHER WORK IS COMPLETE. THE CONTRACTOR SHALL COMPLETE THE OVERLAY PAVING z AND STRIPING WITHIN 10 CALENDAR DAYS OF THE PAVEMENT BEING MILLED. I 7108G EXIT NOSE (URBAN DESIGN) z 15. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON PROJECT STRUCTURES UNLESS OTHERWISE NOTED ON I 7111J INSTALLATION OF CATCH BASIN CASTINGS (CONCRETE CURB AND GUTTER) B w THE PLANS. INLET PROTECTION DETAILS ARE PROVIDED ON SHEET 9. I 7113A CONCRETE APPROACH NOSE DETAIL S.A.P. 086-675-020 v I 8000J CHANNELIZERS S.A.P. 222-020-0011 N o DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: PROJECT LEGEND AND GENERAL SHEET prepared by me or under my direct supervision and that CJJ Hakanson Anderson �, J am a duly Licen ed Professions Engineer under the laws CONSTRUCTION NOTES 3 ¢a of the State of innesot NNAWN BY: CIVIL Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT or jj C AI J� JOCf UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 04 a y Date 1 /12/24 Lic. No. 23461 TAE www.hakanson-anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 STORM SEWER SCHEDULE TAB A STRUCTURE 2104-SAWING 2104-SAWING 2104 - REMOVE 2104 - REMOVE 2104 - REMOVE 2360 - TYPE SP 2503 - CONNECT 2503 - CONNECT 2531 -CONCRETE NO. STRUCTURE LOC ATION DRAINAGE STRUCTURES FLOWLINE, 2104-SALVAGE CONCRETE BITUMINOUS 2104-REMOVE 2211-AGGREGATE 2506-INSTALL 2506-CASTING MANHOLE OR CURB AND BITUMINOUS 12.5 BITUMINOUS INTO EXISTING INTO EXISTING CURB AND DESIGN! PAY CASTING- TOP OF FRAME 1Z'RCP CASTING PAVEMENT -FULL PAVEMENT -FULL PIPE SEWER BASE CLASS CASTING ASSEMBLY CATCH BASIN GUTTER PAVEMENT FOR PATCHING DRAINAGE STIR. STORM SEWER GUTTER STRUCTURE - GTY 2' BY 3' 48-4020 NEENAH NO. OR RIM INVERT CL V DEPTH DEPTH STREET SHEET DETAIL PLATE NO. LIN FT LIN FT ORAPPROVED ELEVATION ELEVATION LIN FT EACH I EACH LIN FT LIN FT LIN FT LIN FT SQYD TON TON EACH EACH EACH EACH LIN FT REFERENCE NOTES 501 BROADWAY ST 49 4002 2.05 R 3067 V 926.56 924.51 11 I 1 2.5 41 4 11 23 8.8 6.5 1 1 4 502 BROADWAY ST 49 4002 3.45 R 3067 V 926.34 922.89 8 I 1 2.5 43 3 8 23 9.6 6.5 1 1 3 503 BROADWAY ST 49 4002 3.10 R3067-V 926.62 923.52 7 I 1 5 36 10 7 18 7.7 5.1 1 1 10 504 BROADWAY ST 49 4003 3.40 R3067-V 926.78 923.38 16 I 1 2.5 41 2 16 23 8.5 6.5 2 1 2 505 BROADWAY ST 49 4002 2.95 R3067-V 926.66 923.71 8 I 1 2.5 43 5 8 23 8.9 6.5 1 1 5 506 BROADWAY ST 49 4002 2.90 R 3067 V 926.44 923.54 7 1 2.5 43 2 7 23 8.5 6.5 1 1 2 _ 507 BROADWAY ST 50 4002 3.40 R-3067 V 926.55 923.15 8 1 2.5 41 19 8 23 10.6 6.5 1 1 19 506 BROADWAY ST 50 4003 3.65 3.65 R-3067 V 926.14 922-49-49 _ 16 1 2.5 43 12 16 23 9.7 6.5 2 1 12 509 BROADWAY ST 50 4003 3.7 3.70 R-3067 V 926.28 922.58 _ 16 1 2.5 43 11 16 23 9.6 6.5 2 1 11 5 00 BROADWAY ST 50 4002 3.42 R-3067 V 925.94 92252 8 1 2.5 45 12 8 24 10.1 6.8 1 1 12 511 BROADWAY ST 50 4002 3.95 R-3067-V 926.39 922.44 8 I 1 5 40 20 8 22 10.3 6.3 1 1 20 512 BROADWAY ST 51 4002 4.10 R-3067-V 926.55 922.45 8 I 1 2.5 43 2 8 23 8.5 6.5 1 1 2 513 BROADWAY ST 51 4002 3.70 R-3067-V 926.48 922.78 23 I 1 2.5 44 10 23 24 9.8 6.8 1 10 514 BROADWAY ST 51 4003 4.40 4.40 R-3067 V 926.61 922.21 8 I 1 2.5 42 18 8 23 10.4 6.5 1 1 18 515 BROADWAY ST 52 4002 3.40 R-3067 V 926.85 923.45 8 I 1 2.5 43 12 8 23 9.7 6.5 1 1 12 516 BROADWAY ST 52 4003 3.95 3.95 R-3067 V 927.26 923.31 8 I 1 I 2.5 43 11 8 23 9.6 6.5 1 1 11 517 BROADWAY ST 52 4002 3.38 R-3067 V 927.00 923.63 23 I 1 I 2.5 41 10 23 23 9.5 6.5 1 10 518 BROADWAY ST 52 4002 6.85 R-3067 V 926.32 919.47 8 I 1 I 2.5 43 12 8 23 9.7 6.5 1 1 12 519 BROADWAY ST 52 4002 5.50 R-3087-V 926.74 921.24 8 I 1 I 2.5 42 13 8 23 9.8 6.5 1 1 13 520 BROADWAY ST 52 4003 6.75 6.75 R-3087-V 927.45 9207.16 I 1 I 2.5 41 20 16 23 10.7 6.5 2 1 20 521 BROADWAY ST 53 4002 3.40 R3067-V 935.24 931.84 5 I 1 I 2.5 40 20 5 23 10.7 6.5 1 1 1 20 522 BROADWAY ST 53 4002 3.75 R3067-V 935.33 931.58 8 I 1 I 2.5 41 15 8 23 10.1 6.5 1 1 15 523 BROADWAY ST 53 4002 3.80 R-3067-V 936.39 932.59 5 I 1 I 2.5 42 16 5 23 10.2 6.5 1 1 1 16 524 BROADWAY ST 53 4002 2.60 R-3067-V 936.39 933.79 8 I 1 I 2.5 43 13 8 23 9.8 6.5 1 1 13 525 BROADWAY ST 53 4003 2.8 2.80 R 3067-V 936.32 933.52 36 I 1 I 2.5 43 11 36 23 9.6 6.5 1 1 11 526 BROADWAY ST 53 4003 3.58 R 3067-V 935.95 932.37 8 I 1 I 2.5 40 15 8 23 10.1 6.5 1 1 15 527 BROADWAY ST 54 4003 4.35 R 3067-V 936.50 932.15 16 I 1 I 2.5 44 12 16 23 9Y 6.5 2 1 12 528 BROADWAY ST 54 4002 3.90 R 3067-V 936.43 932.53 8 I 1 I 2.5 43 12 8 23 93 6.5 1 1 12 529 BROADWAY ST 55 4002 3.58 R 3067-V 936.53 932.95 8 I 1 I 5 42 20 8 23 14.2 10.2 1 1 20 530 BROADWAY ST 55 4003 4.35 R-3067-V 936.61 932.26 8 I 1 I 2.5 41 6 8 22 11.5 9.7 1 1 6 531 BROADWAY ST 55 4003 4.10 R-3067-V 936.88 932.78 32 I 1 I 43 32 23 11.0 10.2 1 1 532 BROADWAY ST 55 4002 3.40 EXISTING 936.87 933.47 8 1 I 1 I 5 41 20 8 23 14.2 10.2 1 1 20 TOTALS 102 45 31 373 1 I 32 I 88 1344 368 373 731 320 208 2 35 1 31 368 BROADWAY STREET PEDESTRIAN RAMP SUMMARY I TAB B LOCATION PAY ITEMS PIED RAMP INTERSECTION 2104-SAWING 2104-SAWING 2104-REMOVE 2104-REMOVE 2104-REMOVE 2211- 2360 -TYPE 12.5 2521-6" 2531-CON 2531- 2531- 2573-STORM NUMBER QUADRANT CONCRETE BITUMINOUS CURB AND CONCRETE BITUMINOUS AGGREGATE BIT. FOR CONCRETE CURB & GUTTER CONCRETE TRUNCATED DRAIN INLET THRU STREET SIDE STREET PAVEMENT PAVEMENT GUTTER PAVEMENT PAVEMENT BASE CLASS 5 PATCHING WALK DESIGN B624 CURB DESIGN V DOMES PROTECTION LIN FT LIN FT LIN FT SQ YD SQ YD TON TON SQ FT LIN FT LIN FT SQ FT EACH 1 BROADWAY CEDAR ST NW 16 69 43 41 20 21.7 2.7 327 43 28 2 2 BROADWAY CEDAR ST NE 18.5 61 33 30 17 17.7 2.1 277 33 24 1 3 BROADWAY CEDAR ST SW 16 54 44 36 17 22.4 2.8 339 44 26 2 4 BROADWAY CEDAR ST SE 5 BROADWAY PALM ST NW 14.5 45 35 23 9 152 2.2 205 35 10 1 6 BROADWAY PALM ST NE 10 34 21 10 9 7.5 1.3 83 21 10 2 7 BROADWAY PALM ST SW 10 34 20 10 9 7.7 1.3 92 20 10 2 8 BROADWAY PALM ST SE 10 33 19 8 9 6.9 1.2 77 19 10 2 9 BROADWAY NEW ST NW 10 33 20 13 9 8.7 1.3 117 20 10 1 10 BROADWAY NEW ST NE 10 31 18 14 8 8.5 1.1 123 18 10 2 11 BROADWAY NEW ST SW 10 33 19 10 9 7.3 1.2 87 19 10 1 12 BROADWAY NEW ST SE 10 41 28 10 12 9.3 1.8 92 28 10 2 13 BROADWAY WRIGHT ST NW 10 36 23 11 10 8.6 1.5 100 23 10 0 14 BROADWAY WRIGHT ST NE 10 39 26 12 11 9.2 1.6 99 26 10 1 15 BROADWAY WRIGHT ST SW 10 38 24 9 11 8.2 1.5 86 24 10 0 16 BROADWAY WRIGHT ST SE 10 35 21 11 10 7.8 1.3 95 20 10 1 17 BROADWAY RAMSEY ST NW 10 43 29 12 12 9.6 1.8 95 29 10 1 18 BROADWAY RAMSEY ST NE 10 40 27 19 11 11.4 1.7 150 27 10 2 19 BROADWAY RAMSEY ST SW 10 40 26 11 11 9.3 1.6 102 26 10 0 20 BROADWAY RAMSEY ST SE 10 41 27 11 12 9.2 1.7 95 27 10 1 21 BROADWAY HENNEPIN ST NW 10 28 16 15 7 8.2 1.0 126 16 10 1 22 BROADWAY HENNEPIN ST NE 10 34 20 15 9 9.1 1.3 127 20 10 1 23 BROADWAY HENNEPIN ST SW 10 37 23 12 10 8.7 1.5 103 23 10 0 24 BROADWAY HENNEPIN ST SE 10 36 22 12 10 8.8 1.4 110 22 10 0 25 BROADWAY WASHINGTON ST NW 11 69 37 25 36 23.1 3.7 362 38 10 2 26 BROADWAY WASHINGTON ST NE PF.bTECT EXISTING S'FDESTRIAN RAMP 27 BROADWAY HOSPITAL ENTR. NW 18 39 54 39 8 29.3 5.3 426 54 28 2 28 BROADWAY HOSPITAL ENTR. NE 5 32 16.8 3.1 239 32 26 30 1 29 BROADWAY SCHOOL ENTR. SW 5 58 39 32 24.4 3.8 390 39 35 1 30 BROADWAY SCHOOL ENTR. SE 5 79 60 54 31.8 5.9 455 60 40 31 BROADWAY HART BLVD NW 5 42 30 15 7 12.8 3.0 151 30 16 32 BROADWAY HART BLVD NE 5 39 27 0 11 12.9 2.7 170 27 20 1 33 BROADWAY HIGHLAND WAY SE 5 51 39 17 69 232 3.8 358 39 20 2 MEDIAN BROADWAY HOSPITAL ENTR. SE 14 66 28 18 14 5.4 181 16 16 24 2 TOTALS 328 1358 930 469 470.6666667 430 74 5839 918 42 501 7 S.A.P. 08 6- 675-020 S.A.P. 222-020-001 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: PROJECT TABULATIONS SHEET prepared by me or under my direct supervision and that CJJ Hakanson Anderson am a duly LiceAed rofessions Engineer under the laws 2024 BROADWAY & 7TH STREETof the State ofot DRON BY: Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303IMPROVEMENT PROJECT J JO UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 O4 iDate 1L12/24 Lic. No. 23461 TAE www.hakanson-anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 LOCATION IBROADWAY STREET IBROADWAY STORM SEWER SEE TAB A IBROADWAY PIED RAMPS SEE TAB B IBROADWAY WALK REPAIR MISCELLANEOUS CURB AND GUTTER REMOVAL BROADWAY STREET SUBTOTAL I7TH STREET WALL CONSTRUCTION ISIDEWALK AREA 1 SIDEWALK AREA 2 SIDEWALK AREA 3 7TH STREET SUBTOTAL TOTALS LOCATION IBROADWAY STREET IBROADWAY STORM SEWER SEE TAB A IBROADWAY PED RAMPS SEE TAB B IBROADWAY WALK REPAIR IMISC- CURB AND GUTTER REMOVAL BROADWAY STREET SUBTOTAL 17TH STREET WALL CONSTRUCTION ISIDEWALK AREA 1 ISIDEWALK AREA 2 ISIDEWALK AREA 3 1 7TH STREET SUBTOTAL TOTALS DATE SUMMARY OF AGGREGATE BASE, BITUMINOUS PAVING, CURB AND GUTTER AND WALK TYPE SP 9.5 TYPE SP 9.5 2211 -AGGREGATE WEARING COURSE WEARING COURSE 2360-TYPE SP 2531 -CON CURB 2531 -CON CURB 2531 -CON CURB 2521 -4" 2521 -6" 2521 -8" BASE CLASS 5 MIXTURE (2,B)2.0" MIXTURE (2,B)2.5" 12 5 BITUMINOUS &GUTTER ERB61 &GUTTER ER &GUTTER ERB62 CONCRETE WALK CONCRETE WALK CONCRETE WALK THICK THICK FOR PATCHING DESIGN DESIGN DESIGN TON SQ YD SQ YD TON LIN FT LIN FT LIN FT SQ FT SQ FT SQ FT 320 208 368 429 74 918 5839 143 1843 1391 351 300 127 1500 1192 409 2786 1843 7230 351 18 4.9 4 9 20 278 127 127 495 1116 793 1416 288 62 5344 176 98 81 1736 649 1939.131.9 20 495 8196 969 1514 1841 194 132 409 10039 8199 1865 SUMMARY OF REMOVALS 2104-SAWING 2104-SAWING CONCRETE BITUMINOUS PAVEMENT -FULL PAVEMENT -FULL DEPTH DEPTH LIN FT LIN FT 88 1344 328 1358 614 125 375 1650 1405 4477 TAB D 2104-REMOVE 2104-REMOVE 2104-REMOVE CURB AND CONCRETE BITUMINOUS GUTTER PAVEMENT PAVEMENT LIN FT SQ YD SO YD 368 731 930 469 469 383 69 1500 333 2798 852 1602 4 26 20 4.9 85 526 454 200 269 32 53 53 12 12 133 605 527 212 274 1538 5082 3325 1064 1876 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly LiceAed rofessions Engineer under the lawsof the State of DRAWNBY:SGJ j J JO UM, P.E. CHECKED BY: iDate 1 /12/24 Lic. No. 23461 TAE SITE RESTORATION I TAB E LOCATION PAY ITEMS 2575 - SITE RESTORATION INTERSECTION (SQ YD) THRU STREET SIDE STREET QUADRANT PEDESTRIAN CATCH BASIN RAMPS REPLACEMENT BROADWAY STIlEhT BROADWAY CEDAR ST NW BROADWAY CEDAR ST NE 7 BROADWAY CEDAR ST SW BROADWAY PALM ST NW 29 BROADWAY PALM ST NE 15 12 BROADWAY PALM ST SW 14 14 BROADWAY PALM ST SE 12 11 BROADWAY NEW ST NW 25 5 BROADWAY NEW ST NE 20 12 BROADWAY NEW ST SW 17 6 BROADWAY NEW ST SE 16 9 BROADWAY WRIGHTST NW 23 BROADWAY WRIGHTST NE 19 6 BROADWAY WRIGHTST SW 17 BROADWAY WRIGHTST SE 15 6 BROADWAY RAMSEY ST NW 21 4 BROADWAY RAMSEY ST NE 23 6 BROADWAY RAMSEY ST SW 20 BROADWAY RAMSEY ST SE 20 6 BROADWAY HENNEPIN ST NW 23 6 BROADWAY HENNEPIN ST NE 23 6 BROADWAY HENNEPIN ST SW 19 BROADWAY HENNEPIN ST SE 23 BROADWAY WASHINGTON ST NW BROADWAY WASHINGTON ST NE 11 BROADWAY HOSPITAL ENTR. NW 51 BROADWAY HOSPITAL ENTR. NE 33 BROADWAY SCHOOL ENTR. SW 23 BROADWAY SCHOOL ENTR. SE 45 BROADWAY HART BLVD NW 29 BROADWAY HART BLVD NE 20 BROADWAY HIGHLAND WAY SE 105 BROAWAY S1kEET SUBTOTAL 707 120 BROADWAY STREET M EDIAN STA 6+65 TO 27+70 963 BROADWAY STREET TRAIL STA 67+60 TO 76+98 2275 BROADWAY STREET -MISCELLANEOUS CURB CONSTRUCTION 1500 BROADWAY STREET- MISCELLANEOUS WALK CONSTRUTION 860 BROAWAY STREET SUBTOTAL 5598 7TH STREET WALL CONSTRUCTION 899 SIDEWALK AREA 1 519 SIDE WALK AREA 2 1943 SIDEWALK AREA 3 262 7TH STREET SUBTOTAL 3623 TOTAL 10048.44444 _ Hakanson Anderson 1� Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com TAB C REFERENCE NOTES 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT S.A.P. 08 6— 675-020 S.A.P. 222-020-001 SHEET 5 of CITY OF MONTICELLO, MINNESOTA s 04 M0304 PROJECT TABULATIONS DATE MATCH EXISTING CROSS SLOPE ,I I � BITUMINOUS MILL to - 2.0" TYPE SP 9.5 WEARING — COURSE MIXTURE (SPWEA440C) EXISTING BITUMINOUS PAVEMENT 4.5" (STA 0+63 TO 30+00) 7.0" (STA 30+00-77+28) EXISTING AGGREGATE BASE CLASS 5 6" (STA 0+63-30+00) 8" (STA 30+00-77+28) STREET WIDTH VARIES a MATCH EXISTING CROSS SLOPE 11 BITUMINOUS MILL o- it 2.0" TYPE SP 9.5 WEARING — COURSE MIXTURE (SPWEA440C) SEE (TYP.) EXISTING BITUMINOUS PAVEMENT 6 e 4.5" (STA 0+63 TO 30+00) 7.0" (STA 30+00-77+28) EXISTING AGGREGATE BASE CLASS 5 6" (STA 0+63-30+00) 8" (STA 30+00-77+28) TYPICAL MILL AND OVERLAY SECTION BITUMINOUS ROLL OVER SEE PROJECT SPECIFICATIONS I OPAVING AT VALVE BOX DETAIL 6 N.T.S. REMOVE AND PATCH BITUMINOUS PAVEMENT SEE RIGHT I I 1' MAX. 6 I SAWCUT CONCRETE CURB AND GUTTER(5) BOULEVARD 1 I B I I I I I CURB AND I GUTTER REMOVAL _ VAR ES _ STREET SIDE OR 10, MAX �~ PARKING LOT 'BITUMINOUS ROLL OVER 1/4" MIN. — 3/8" MAX. BITUMINOUS a CONCRETE CURB & GUTTER f � BITUMINOUS MATERIAL FOR TACK COAT TPAVING AT CURB DETAIL N.T.S. REMOVE AND PATCH OMINOUS PAVEMENT SEE RIGHT BIT 7 F__ I SAWCUT CONCRETE CURB AND GUTTERS TYPE II BARRICADE WITH FLASHERS. ONE ON EACH END AND ADDITIONAL BARRICADES IF SPACING IS GREATER THAN 10 FEET (2 . OCURB AND GUTTER REPLACEMENT PROTECTION DETAIL 6 N.T.S. —SAWCUT BITUMINOUS PAVEMENT V MAX. 6 :CUT CONCRETE CURB AND GUTTER (1 — REMOVE AND REPLACE CONCRETE CURB AND GUTTER 2' MAX. f ! ! 1 I 1 EXISTING BITUMINOUSLPAVEMENT Q3 PROPOSED BITUMINOUS PATCH DEPTH SHALL MATCH EXISTING EXISTING AGGREGATE BASE (3)— — SALVAGE AND REPLACE AGGREGATE BASE TO COMPLETE CURB SAWCUT BITUMINOUS PAVEMENT — CONSTRUCTION (INCIDENTAL) FULL DEPTH 6 CURB REMOVAL DETAIL - BROADWAY STREET 6 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licen ed Professiona Engineer under the laws of the State of nesot DRAWN BY: n SGJ j C AI J. JOq UM, P.E. CHECKED BY: iDate 1/12/24 Lic. No. 23461 TAE SECTION A -A ►A SAWCUT BITUMINOUS PAVEMENT I� BITUMINOUS ROLL OVER SEE PROJECT SPECIFICATIONS TPAVING AT CASTING DETAIL N.T.S. 10' MAX. f I EXISTING BITUMINOUS J PAVEMENT (3 I 1 I I I 10' _ _ 10' I EXISTING AGGREGATE BASE (3)— — PROPOSED BITUMINOUS MAX © MAX © PATCH DEPTH SHALL y A SAWCUT BITUMINOUS PAVEMENT — MATCH EXISTING(A) SAWCUT CONCRETE FULL DEPTH — PROPOSED AGGREGATE CURB AND GUTTER (3) BASE CLASS 5 SHALL REMOVE AND REPLACE MATCH EXISTING CONCRETE CURB AND GUTTER SECTION A —A OCATCH BASIN REMOVAL DETAIL — BROADWAY STREET 6 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com REFERENCE NOTES: 1j) SOME SEGMENTS OF THE EXISTING STREET WERE OVERLAID ON TOP OF THE EXISTING SURFACE THEREFORE TO CONSTRUCT THE NEW 2 INCH OVERLAY THE CONTRACTOR WILL NEED TO MILL THE EXISTING SURFACE 2 TO 3-1/2" INCHES. (2) BARRICADE INCIDENTAL TO ITEM-2563 TRAFFIC CONTROL. (3) DEPTH VARIES SEE 6 . j) BITUMINOUS MIXTURE FOR PATCHING SHALL BE PAID PER ITEM 2360 TYPE SP 12.5 BITUMINOUS FOR PATCHING. BITUMINOUS MIX SHALL BE SPNWB440C. BITUMINOUS SHALL BE PLACED AND COMPACTED IN 2" MAXIMUM LIFTS. �5 SAWCUTTING CURB AND GUTTER SHALL BE PAID PER ITEM 2104 SAWING CONCRETE PAVEMENT. © IF THE CONTRACTOR REMOVES PAVEMENT BEYOND THE WIDTH SHOWN ALL LABOR, MATERIAL, AND WORK REQUIRED TO RESTORE THE PAVEMENT SHALL BE INCIDENTAL BEYOND THE DIMENSIONS SHOWN. S.A.P. 086-675-020 S.A.P. 222-020-001 TYPICAL SECTIONS AND DETAILS SHEET 2024 BROADWAY & 7TH STREET 6 IMPROVEMENT PROJECT of CITY OF MONTICELLO, MINNESOTA 1N04 M0304 2.0" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240B)�2 x� BITUMINOUS MATERIAL FOR TACK COAT 2.5" TYPE SP 12.5 NON —WEARING COURSE MIXTURE (SPNWB230B) (3 6" EXISTING CLASS 5 AGGREGATE BASE 1Q xxxxxxx> x'jy PLACED ON APPROVED SUBGRADE BITUMINOUS PATCHING SECTION 7NOT To SCALE REMOVE AND PATCH BITUMINOUS PAVEMENT F M SAWCUT CONCRETE CURB AND GUTTER SAWCUT BITUMINOUS PAVEMENT 1 • MAX. SAWCUT CONCRETE CURB AND GUTTER REMOVE AND REPLACE CONCRETE CURB AND GUTTER a a 8" CONCRETE WALK m 6" CLASS 5 AGGREGATE BASE _�Xxxxxxxx PLACED ON APPROVED SUBGRADE CONCRETE PAVEMENT SECTION 7 22 NOT TO SCALE y 2' MAX. f 1' WIDE MILL AND OVERLAY EXISTING BITUMINOUS) WEAR COURSE EXISTING BITUMINOUS NON WEARING COURSE EXISTING AGGREGATE BASE— SAWCUT BITUMINOUS PAVEMENT —PROPOSED BITUMINOUS PATCH SECTION SEE ( 7 SECTION A —A OCURB REMOVAL DETAIL — 7TH STREET 7 REMOVE AND PATCH BITUMINOUS PAVEMENT A — — D324 CONCRETE y 2' MAX. f CURB AND GUTTER 1' WIDE MILL SAWCUT BITUMINOUS AND OVERLAY i PAVEMENT l TAPER TO B624 1 TAPER TO B624 10 2 2 EXISTING BITUMINOUS) 1' MAX. ► D324 I 1' MAX, WEAR COURSE I EXISTING BITUMINOUS NON WEARING COURSE SAWCUT CONCRETE A EXISTING AGGREGATE BASE — CURB AND GUTTER ® SAWCUT CONCRETE 12' SAWCUT BITUMINOUS PAVEMENT — CURB AND GUTTER REMOVE AND REPLACE CONCRETE CURB AND GUTTER OMAINTENANCE ACCESS — BROADWAY STREET 7 REFERENCE NOTES: 11) CONTRACTOR SHALL SALVAGE AND REPLACE EXISTING AGGREGATE BASE TO COMPLETE CURB CONSTRUCTION (INCIDENTAL). (2 SHALL BE PAID PER ITEM 2360 TYPE SP 9.5 WEARING COURSE MIXTURE; (2,B) 2.0" THICK. (1) SHALL BE PAID PER ITEM 2360 TYPE SP 12.5 NON —WEARING COURSE MIXTURE; (2,B) 2.5" THICK. Q4 SAWCUTTING CURB AND GUTTER SHALL BE PAID PER ITEM 2104 SAWING CONCRETE PAVEMENT. IF THE CONTRACTOR REMOVES PAVEMENT BEYOND THE 2' ALL LABOR, MATERIAL, AND WORK REQUIRED TO RESTORE THE PAVEMENT SHALL BE INCIDENTAL BEYOND THE DIMENSIONS SHOWN. © THIS CURB WILL BE PAID PER 2531 CONCRETE CURB AND GUTTER DESIGN B624. PROPOSED BITUMINOUS PATCH SECTION SHALL BE TYPE SP 12.5 BITUMINOUS FOR PATCH. SEE eFOR 6 EXISTING THICKNESSES. SECTION A —A i Cit Standard Plate Library y of Monticello Cone Section, Casting Steps, and Adjusting Rings 03-05 Pill N. '"Mied`03-15 1001 'MR �o . oEN�E ' T. ��® ■� ,an .ran Oro � Yw.l FRAME CASTING AND GATE VALVE NOT ON CENTERLINE ewrtwnc no.ow,r FRAME CASTING ON CENTERLNE Standard Plate Library City of Monticello '"N. Adjustment of Standard Frame and Cover 03-05 I FIaOL No. R''03-15 1 1003 l USE NEENAH R-1642—A FOR LOW PROFILE APPLICATIONS USE NEENAN R1755—G FOR WATERTIGHT APPLICATIONS W 3/4 I I „�• COVER FRAME A�7Cfty �MondZP Tom« Standard Frame and Cover 03-05 I ' 1002 03-15 S.A.P. 086-675-020 S.A.P. 222-020-001 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: DETAILS SHEET prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licen�a�esroles ofsiom, Engineer under the laws 2024 BROADWAY & 7TH STREET 7 of the stale of DHawH BY: Civil Engineers and Land Surveyors or SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT Jl JOq UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 104 Date 1/12/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 C CMSRN NNIUONG NNW �4• MN - 12• MAX STANDARD FRAME Ah�COVER erirauEEdtY .e.r RMOMU pp FynF �, CONCRETE1D la' bd8 W�• G SfRUCRIRE- 8• POURED CONCRETE BASE FOR A_TERNATE PREWT CONCRETE BASE. 6EE M_ STANOARO PLATE .11 (MODIFY DU AND 2• Mis AREA TO FR REQUIRED aMM—. O1 REFER TO STANDARD PUMAS FOR HEIGHT AND DAAMETIOR REQUIRED. ® MANHOLE STEPS SHALL BE CM IRON OR IAA Won PS-T-PF � D MSAP�mS a ANC.) CONFORMING TO ALL OSHA REQUTATpNS © MINIMUM STEEL REINFORCEMENT O EOUNALENL STEEL AREA IN WIRE MESH MAY BE USED ® GENERPL DIMENSIONS FOR CONCRETE APPLY TO BACK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO. INCEPT AS NOTED. ® 12' MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTIDN REINFORCEMENT AS PER MRDOT SPEC 3301, GRADE ED. Standard Plate Library City of Monticello SURFACE SEE ..DOT STANDARD PATE 4020 MR COVER REQUIREMENTS MALL DaN6TRUCTIGN SIMLL BE OASS R PREfA4F PIPS INCEPT AS INCT " OM MAY BE ASTM C 478 CONCRETE PIPE SEE M4Kf STANDARD PLATE 3 (NO TONGUE 0R Qi00VE Ai TOP OR BOTTOM OF THIS SECI10 CAST -IN -PLACE CONCRETE OR MASON M CW NICTXN (BRICK OORRBBLOCK) HE. ONLY IF APPROVED BY CONCRETE ODOIOUSE REQUIRED ON ONSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION L A _ A xEEwN xO. RNOIn-v � Box PLAN _NR RE ¢euIDN PLAN C EYWR _NG EILYAnUN • ,Q��C �e � CEPRFAED 0.1tl HLM 6UilEP �(OR MaItOHOEE, �) NDNO GISfMG - MFFMx R-]oRV-V nCFANet DF'A1IM (9EE DETNL SWS) I,SB1G mw5W2N — NG IYmIVO1ER N' cvxvtElE COCOA r �m1wE II Wllx ]a1 36' CURB NIN F'ORWCOIUR / •ID 24 R Y \ i stxucneE / Ii- % - 6 ..' � g S •Ne'fMI .wv PIPE WxeiCnvx I MIN. j— 3 3$ vulElm RE FOP PPE F I I I a v_NvxEIE valAx BE WN TrPE wB OR AwRwm EmM I_CS I_LB' ORS PVSTEREa 11ANIp� . EOSIN CATg1 ONH,• EXIFApP HSIN Na1Es: SECTION A -A N lC6H ENNxW1pN E SECTION 1. TD FORM A sworn c moumT RE -ER wxmE 2 REOIII cAsnNc swL BE NEENNI R-aFve-A2 eE TmE unvor vr_vcN R FOE Yn/GUT a swu. a< mrmmcRO a STAXWiO mA1E HmeL SEWER BRICK (MRDUT SPEC 36161BLOCK MASONM CONSIRUCNON rNE rasnru sHnu O NETxax R-uNs. A 17 ROUND OPENING. ME CA4TN6 SIWL BE NI Title: Standard Manhole for Storm Sewer G, Standard Plate Library Title: Standard Catch Basin �� `S Standard Plate LibraryCatch ��,\ Basin Manhole Date:PIQte No. City of Monticello Date: Plate No. City of Monticello Dor: Plot. No. 03-05 R-Ned:03-17 4001 6 =� ` ' �` ,—� �C--. 03-05 4002=_ Revised:03-17 �— 03-05 ReN.ea:03-17 4003 O/c / PER Pnrr belle r� r MOOIRM DESIGN •D" s- rMnWrx3 I I RrNBBwo TAWE a rK FDR sna aBa R1nnm Q `M06RmR �Wr • `rle 6 •IrIRI PLAN$9 Is iE IrOH IlDdim ODAMI S' cum a IPTTIaN 11TF1aU r1 � YTOT,IG NOR: AOm1 !E nPZ Cl51mC BEWTMN 0" ' SUM PmPpYTO C aR WLfnTr0 96 w FEDTRVD�f� a R—AT W 7MIe: Standard Plate Library Concrete Curb & Gutter City of Monticello at Catch Basin Dar: 03-05 Plate No. ReNWed: 5004 -- 03-15 DATE REVISION f wm"i Re NWOMY_\ •.. ANS.� NONTAMAL :•. j. OSXrs Im' BE Rlm) REVERSE SLOPE GUTTER SECTION DIADER PLATE OW 1 d 1p avE oa R'rr V G�, IY 10 1R m� I�P�2 � � •k:�w a' MN ■p. r� � � IF DDT m sODmIPE RE Pe sc. le n ., Miss i alwavm �u1_E 2H curim aaE s Icaumm, THE romp mxcRBi - aa74 a — % uN Fr prla] wW Ic mRED 8612 CONCRETE CURB III GUTTER XatlalGE - .1.1 IT / CM YDS. AN,.) DIVIDER PLATE OYN It 1/R 31 �Yiokk O rMN � rG a)oS 0.06 FT/n n'ofF� A¢Ra mA)E No, TIOD H 9Pm Fl—ON IWTTIRIIQ —1 PDR._ FOE FORr mxcicrE - ausx a YDs / u PT (eF111) xar BE 1-D 8518 CONCRETE CURB dl GUTTER mNOIEIE Tart N T Ir 3M4'/Ne FT J. 1/4'R TA•R >r a+ r :• Ip Hm®mFL ur �—_— I MODIFIED DESIGN "D" CURB III GUTTER lltle Standard Plate Library Concrete Curb & Gutter for Streets City Of Monticello Da Plate No. 03-05 03-15 5005 I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly LicenL rofessions Engineer under the laws of the State of DRAWN BY: SGJ j J JO UM, P.E. CHECKED BY: iDate 1 /12/24 Lic. No. 23461 TAE Q CONTRACTION JOINTS BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH - 6' DEPTH - 6• FOR NEW DEVELOPMENTS - .4• MINIMUM FOR EXISTING AREAS, 6' AT DRNEWAYS 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 THIN AStandard Plate Library Typical Sidewalk City of Monticello Did 03 Plate —05 "'"~a'o3—n 5012 Hakanson Anderson 1ia Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com BITUMINOUS TRAIL DESIGN (A) - PATHWAY WIDTH 10 ft OB - SHOULDER WIDTH 1 N MIN. 3'TO 6'=P 2.0 5 ^ —I 4` P Be _NG mI — MXIIIIE (R.R) IwE DwDIRm7 eY SasT 4nWIAAn ®RRp iNBRIC IF DREam BY ENRIPDIPCT 1. L 07CIlo1 awu le IN __GE Rm1 ncD 9FF.aDGT1018 AND SkleAm OERL mAT6 PI n 0 MMES µLA � �I01 TOL— R RFAE�+nSWIIN TMlIW1m 3 F16{Clm 14MC1 M USE AN.5 BORNE D!%1 RtlO] d Tltle: �PtetLy Typical Trail Section Do" 03-05 Plate Na' "ee`03-15 5013 S.A.P. 08 6— 675-020 S.A.P. 222-020-001 DETAILS SHEET 2024 BROADWAY & 7TH STREET 8 IMPROVEMENT PROJECT GF CITY OF MONTICELLO, MINNESOTA sH04 M0304 M DATE ISOMETRIC VIEW ( FILTER POLYESTER SLEEVE ASSEMBLY MANHOLE COVER ASSEMBLY •ij�"x >\ tea\ \�\ \\j� • , \\ja\�a\�\� • \� %\ �� MANHOLE IN -PLACE ELEVATION VIEW STORM DRAIN INLET PROTECTION TYPE 1 10 9 PRE —CURB POLYESTER SLEEVE MANHOLE COVER ASSEMBLY TER ASSEMBLY !BOX MIRAFI FF101 OSTORM DRAIN INLET PROTECTION TYPE 2 (2 9 POST —CURB POST LENGTH, 5 FT. MIN. �AT 6 FT. MAX. SPACING PLASTIC ZIP TIES (SOLE TENSILE) LOCATED IN TOP 8" DIRECTION OF —GEOTEXTILE FABRIC, 36" WIDTH RUNOFF FLOW . Z Z = 0 w M MACHINE SLICE 8"-12" N w DEPTH N o_ STANDARD MACHINE SLICED :5 SILT FENCE 9 FILTER ASSEMBLY ISOMETRIC VIEW 0 FILTER POLYESTER ASSEMBLY SLEEVE MANHOLE COVER ASSEMBLY \ \ j\ %\ .. 1\ %\\ Y . MANHOLE IN -PLACE ELEVATION VIEW O STORM DRAIN INLET PROTECTION TYPE 1 11) PRE —CURB POLYESTER FILTER —CURB INLET BLOCKED WITH SNKAE SAND BAG OVERFLOW - CENTER OF FILTER ASSEMBLY 6" FILTER ASSEMBLY CURB CG 3250 R CG 3250 B OSTORM DRAIN INLET PROTECTION TYPE 2 (2 9 POST —CURB 1"X2"X24" LONG WOODEN STAKES — AS NEEDED. STAKES SHALL BE DRIVEN OVER THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE SEDIMENT POINTING UPSTREAM CONTROL LOG 45° \ 8"-10" FLOW \�\\ EMBEDMENT � DEPTH \ SEDIMENT CONTROL 9 LOG TYPE STRAW GENERAL NOTES: 1. STRUCTURES MAY REQUIRE MULTIPLE INLET PROTECTION TYPES TO CONTROL DRAINAGE THROUGHOUT THE PROJECT DURATION. ITEM 2573 STORM DRAIN INLET PROTECTION WILL ONLY BE MEASURED AND PAID AS (1) — EACH FOR EACH STRUCTURE PROTECTED. REFERENCE NOTES: i� TYPE 1 INLET PROTECTION, OR APPROVED EQUAL, SHALL BE INSTALLED AS NECESSARY TO MINIMIZE PONDING OF WATER DURING CONSTRUCTION. �2 TYPE 2 INLET PROTECTION, OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL EXISTING AND NEW CASTINGS RECEIVING RUNOFF FROM THE PROJECT AREA. S.A.P. 086-675-020 S.A.P. 222-020-001 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: DETAILS x prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly U en ed Professions Engineer under the laws 2024 BROADWAY & 7TH STREET of the state of inne, DRAWN BY: CIVII Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT jjAI J�JOCf UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520iDatel/12/24 Lic. No. 23461TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA M0304 A jI S FLARE FLARE BACK OF CURB FLOW LINE O 0" 0" Q1 FRONT OF GUTTER A PERPENDICULAR A7 NON -WALKABLE OR Q NON -WALKABLE OR WALKABLE SURFACE ® Ij ® WALKABLE SURFACE FLARE FLARE O ® D" o" ® O A TIERED PERPENDICULAR C 7 / 5 O 0" � o" O C PARALLEL STRAIGHT FORMS MAY BE USED l0J NO= CURB OR VAR. _ _ 4' 0" MIN. _ CURB AND - RAMP REQUIRED LANDING GUTTER 1/4" R. I ate`° a °0.02 FT./FT. MAX. 4' 0" MIN. >0.05 FT./FT. AND REQUIRED LANDING < 0.083 FT./FT PREFERRED 1/4" R. — — — — 6" CONCRETE WALK SECTION AA 4 �0.02 FT./FT. MAX. CURB OR ° 6"°CONCRETE WALK PERPENDICULAR/TIERED/DIAGONAL CURB AND 4 GUTTER SECTION CC PARALLEL/DEPRESSED CORNER CURB OR CURB AND VAR. _ 4' 0" MIN. GUTTER 1/4" R RAMP REQUIRED LANDING 0.02 dFTo/FT. MAX. >0.02 FT./FT. AND <0.05 FT./FT PREFERRED -6" CONCRETE WALK SECTION B-B FAN REVISION: APPROVED: 11/�/-04-2021 I F EY/,A�'1PERKKINS OPERATIONS DIVISION 561 O F ✓A J.'@ O FAN 10 MODIFIED FAN 10 USED WHEN RIGHT-OF-WAY IS CONSTRAINED � I DEPRESSED CORNER NON -WALKABLE WALK OR WALKABLE P SURFACE X j OO � MAX. WALK s O 4 S O 0 ll NON -WALKABLE OR WALKABLE — 4 DIAGONAL SURFACE 2% MAX. O SHALL ONLY BE USED AFTER ALL P OTHER CURB RAMP TYPES HAVE BEEN - EVALUATED AND DEEMED IMPRACTICAL NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE QPAR_) CHANGES AIND IFOTF{EAAPPROACOHINOGFWALKPIS INVERSE GRADENGREATERPTHANR2%ER HAffVV 5.0%, INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURB WITH 6 FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY APPLICAIJLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN BELOW. TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 OF 6 FOR ALL SEPARATELY POURED INITIAL LANDINGS. WHEN SIDEWALK IS AT BACK OF CURB, TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. 4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24 IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER THE ENTIRE PA,j WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK WITH THE EXCEPTION OF 3' MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WRNINPS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES 0' - 3 OFFSET IS ALLOWED. WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR. ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. O1 MATCH FULL HEIGHT CURB. O2 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. O3 3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP. ® SEE SHEET 4 OF 6 TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CUBS. O5 DETECTABLE WARNINGS MAY BE PART OF THE 4' X 4' MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL) 07 WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB, IF USED SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS LESS THAN 5% RUNNING SLOPE SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. ® A 7' MIN TOP RADIUS GRADE BREAK IS REQUIRED TO BE CONSTRUCTIBLE. O9 PAVE FULL WALK WIDTH. 1p "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL. 11 INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3" CURB HEIGHT. REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT V"Al% STANDARD PLAN 5-297.2501 1 OF 6 /l APPROVED: 11-04-2021 MINN@SOYA /�GZREBNICGKIINEER REVISED: S.A.P. 086-675-020 DEPARTMENT S.A.P. 222-020-001 OF THOMATRANSPORTATION STATE DE PEDESTRIAN CURB RAMP DETAILS SHEET NO. 10 OF 104 SHEETS WALKABLE SURFACE F S 2' MAX = p„ ® ® SUORFACELKABLE .0- Lim — o G� 7 O 'PF'nF`ps. 0 21 ® 5 AX FQ 10 O COMBINED DIRECTIONAL \F__— GRADE RAMP BREAK MAX. 2.0% SLOPE ;SIN ALL DIRECTIONS IfemlovANKS]WA DIRECTIONAL RAMP WALKABLE FLARE 10 h NON -WALKABLE SURFACE _ 5' MAX _ BACK OF CURB FLOW LINE FRONT OF GUTTER / (J O IF NON -CONCRETE BLVD. IS CONSTRUCTED AND IS LESS THAN 2' IN WIDTH AT TOP OF CURB TRANSITION, I -- / p" PAVE CONCRETE RAMP WIDTH TO � ADJACENT BACK OF CURB. ',J GRADE BREAK 7RAM�MAX. 2.0%SLOPE IN ALL DIRECTIONS DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED 1© ONE-WAY DIRECTIONAL WITH DETECTABLE WARNING AT BACK OF CURB RAMP \ NON —WALKABLE OR WALKABLE SURFACE Q 0" \ BACK OF CURB p' FLOW LINE D FRONT OF GUTTER 1.0% MIN. 2.0% MAX _ VAR. RAMP 6" CONCRETE WALK r2.O3.0% GUTTER SLOPE SECTION D-D CURB FOR DIRECTIONAL RAMPS 14 REVISION: APPROVED: 11/�/-04-2021 I F EY/,A�'1PERKKINS OPERATIONS DIVISION m STANDARD ONE-WAY DIRECTIONAL Q � 9 I t 2' MIN 2' 4. — _ 3' WALKABLE FLARE PFCFSTRIAN PEDESTRIAN PATH - OF TRAVEL SEMI- DIRECTIONAL RAMP OO ®O 3' DOME SETBACK, 4' LONG RAMP AND PUSH BUTTON 9' FROM THE BACK OF CURB PRIMARILY USED FOR APS APPLICATIONS WHERE THE PAR DOES NOT CONTINUE PAST THE PUSH BUTTON (DEAD-END SIDEWALK) NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CPAR_) CHANGES AIND IFOTFEAAPPROACOHINGFWALKPIS INVERSE GRADENING SLOPES GREATER HAffVV 5.0%, INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK OF CURB THEEMINITIALBRAMPORUNNIINGBSLOPE IS OVERE50% DISTANCE, ONLY SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1./4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH. WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN THE INCOMING PAR. ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTESQp & 11 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT. O1 MATCH FULL CURB HEIGHT. Q 3" HIGH CURB WHEN USING A 3' LONG RAMP 4" HIGH CURB WHEN USINGA 4' LONG RAMP. O 4" PRE FIERR DUM U(7' MIN.RB H((DISTANCEIREQUIREDCBETWEEEN DOMESE REQUIRED BETWEEN DOMES) ® THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. O WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHALL BE USED. SEE THE DETAIL ON THIS SHEET. © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK SHOULD WHEN NUSIED OVOERWV WAY REDUCE TRIPPING HAZARDSINANDOFRILIOTATEESNOWR& ICEMREMUOVALPERS Q7 MAX. 2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. ® 8% TO 10% WALKABLE FLARE. Q9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. 10 FRONT EDGE OF pETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE, AND 5 MAXIMUM WHEN ADJACENT TO NON -WALKABLE SURFACE WITH ONE CORNER SET 3 FROM BACK OF CURB. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. 11 RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS SET 3 FROM BACK OF CURB. IF 9' SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. 1© FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB, THE DETECTABLE WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH. THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. 1© THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 3 BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. 14 TO BE USED FOR ALL DIRECTIONAL RAMPS, EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. 15 PLACE 2 NO. 4 BARS 4 INCHES FROM SIDE OF FORMS WITH A MINIMUM 2 INCHES OF CONCRETE COVER ALONG EACH SIDE OF FLARE (INCIDENTAL). LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0% INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA — 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT N"A% STANDARD PLAN 5-297.2501 2 OF 6 /l APPROVED: 11-04-2021 MINN@SOYA /�GZREBNICGKIINEER REVISED: S.A.P. 086-675-020 DEPARTMENT S.A.P. 222-020-001 OF THOMATRANSPORTATION STATE DE PEDESTRIAN CURB RAMP DETAILS SHEET NO. 11 OF 104 SHEETS VAR. RAMP INSET B 6" CONCRETE WALK ® BACK OF CURB/ EDGE OF WALK PROJECTED FLOW LINE FRONT OF GUTTER 1 /4 ®0 1/4„ 57MAX. °p cD io°D °ee fee Aee 7„ 24" _I_ 8-12" INSET B OUTFLOW GUTTER FRONT OF GUTTER INSET A �1/4" FLOW LINE _ _ 2-5% 7" 24" j 8-12" 0 1 z Y Q a r U w w 0 z z o 0 w 0 z w 0 0 U w of Q 0 N I 20' MAX. RECOMMENDED TO NOT AFFECT PARKING HOLD (TANGENT 5' PAST OUTSIDE ZERO i 1:3 MIN. TAPER (DOWNSTREAM SIDE) PERPENDICULAR 01 1/4" MIN. TO 1 /2" MAX. v V ° d o° e d o 0 d ° 0 INSET A 1:3 MIN. TAPER 1:5 PREFERRED TAPER (UPSTREAM SIDE) HOLD TANGENT 5' PAST OUTSIDE ZERO INSET A BACK OF CURB/ FRONT OF GUTTER BACK OF CURB/ EDGE OF WALK ® O FLOW LINE EDGE OF WALK 2-3% i 6 ° 1/4„ 7" oa o oee o e �oee o o� e ° 1/4„ 24" 8-12" NON PERPENDICULAR 02 PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL 1 v SMALL RADIUS U- 2'-10' TYPICAL MILL VERTICAL Q & EDGE EXISTING BIT. 2" BITUMINOUS PAVEMENT MILL & PATCH d a 4 d a 4 d a 0 d a 0 d o 4 o d ° n d o °° o d °° 0 d °° d o O O O v 0 24"MIN. INSET A FRONT OF GUTTER ® O FLO INE BACK OF CURB/ EDGE OF WALK �1/4„ O 3% 7" e ee� °p pe e ° e °� e °e� `o °° e' 1/4„ 24" 8-12" FOR CURB MACHINE PLACEMENT AROUND RADIUS 03 (REGARDLESS OF RAMP TYPE) SAWCUT BIT. PAVEMENT OS & EXISTING BIT. REMOVE & REPLACE PAVEMENT BIT. PAVEMENT d° 0 ° d° 0 ' ° ° 0 ° , I 24"MIN. SAWCUT SAWCUT BIT. VARIABLE DEPTH CONCRETE PAVEMENT PAVEMENT CONCRETE BASE EXISTING IT 2" BIT. PATCH CONCRETE PAVEMENT PAVSTING EMENT NT 4 D ° D° O° Q d d d d d°d t d 00 d° ° t/2 °a °0 ° _ 24°MIN. 9 ^ ONLY ALLOWED PER ENGINEER'S APPROVAL PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER FOR USE ON CURB RAMP RETROFITS r w r w w 0 Z w 0 0 0 N w LARGE RADIUS 0 I I 20'-40' TYPICAL ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) 11 DIRECTION OF TRAFFIC MAIN STREET REVISION: APPROVED: 11/�/-04-2021 I F EY/,A�'1PERKKINS OPERATIONS DIVISION SMALL RADIUS 2'-10' TYPICAL COMBINED DIRECTIONAL 10 (COMPOUND RADIUS) NOTES: POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR) AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4INCH. Q FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS. 02 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS & DEPRESSED CORNERS. Q BEGIN GUTTER SLOPE TRANSITION 10' OUTSIDE OF ALL CURB RAMPS. ® THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". 05 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. © VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. 07 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. ® SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. 09 DRILL AND GROUT NO. 4 EPDXY —COATED 18" LONG TIE BARS AT 30" CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT 1' MINIMUM FROM ALL JOINTS. 10 HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON —STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. N"A% STANDARD PLAN 5-297.250 3 OF 6 /l APPROVED: 11-04-2021 MINN@SOYA /�GZREBNICGKIINEER REVISED: S.A.P. 086-675-020 DEPARTMENT S.A.P. 222-020-001 OF THOMATRANSPORTATION STATE DE PEDESTRIAN CURB RAMP DETAILS SHEET NO. 12 OF 104 SHEETS LANDING WALKABLE - - - WALKABLE FLARE FLARE RAMP WALKABLE WALKABLE SURFACE 8-10% 8-10% SURFACE CONCRETE m CONCRETE FLARE FLARE 2� 2 PAVED FLARES ADJACENT TO WALKABLE SURFACE LANDING NON -WALKABLE RAMP NON -WALKABLE SURFACE SURFACE 8-10% 8-10% j CONCRETE CONCRETE FLARE FLARE 1' MINIMUM 2 "-- l 2 1 PAVED FLARES ADJACENT TO NON -WALKABLE SURFACE r----1 LANDING � RAMP � NON -WALKABLE NON -WALKABLE SURFACE SURFACE 8-10% 8-10% GRADED GRADED fFLARE FLARE GRADED FLARES LANDING CURB DESIGN V - - - - CURB DESIGN V SEE PEDESTRIAN RAMP SEE PEDESTRIAN APPROACH NOSE \ APPROACH NOSE DETAIL DETAIL NON -WALKABLE NON -WALKABLE SURFACE- S\URFACE RETURNED CURB TYPICAL SIDE TREATMENT OPTIONS ( 1) REVISION: APPROVED: 11/�/-04-2021 I F EY/,A�'1PERKKINS OPERATIONS DIVISION MATCH INPLACE CURB HEIGHT CUR\ � TApeR MATCH INPLACE / CURB HEIGHT - - - - - - - - TAPER 3" MINIMUM CURB HEIGHT, 4" PREFERRED (MEASURED AT FRONT FACE OF CURB) FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE) DETECTABLE EDGE WITH CURB AND GUTTER EDGE OF — ROAD ROAD I OF \D RADIAL DETECTABLE WARNING C6 c PLACE DETECTABLE FACE OF CURB/PROJECTED WARNINGS ENTIRE FACE OF CURB WALK/PATH WIDTH �_ - T 4' I8.5" y PEDESTRIAN GATE ARM DETECTABLE Si NEAREST RAIL o ° CROSSING ° SURFACE °p ° ° 16 I RAILROAD GATEARM O 1 4.5�42 ' I� I 8.75' � 15 RAILROAD PLAN 12 DETECTABLE WARNINGS i CROSSING VIEW NOTES: INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3 INCH CURB HEIGHT. INCREASE CURB TAPER LENGTH AT LESS THAN 8% OR REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. RECTANGULAR DETECTABLE WARNING SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING DETECTABLE EDGE WITHOUT CURB AND GUTTER 1 1 /2" R. - � . VAR„ TURF OR 6„ 4 CONCRETE � � a a\\ � TOP OF GUTTER 0 a �07" a o4° a SECTION A -A TURF OR 6" TOP OF SIDEWALK CONCRETE! �h h/2 D 6" g 3,> SECTION B-B A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN 8' LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. Ol 0" CURB HEIGHT. SEE INSET A ON SHEET 3 OF 6. O2 FULL CURB HEIGHT. O3 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS. ® TYPICALLY USED FOR MEDIANS AND ISLANDS. O5 WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. © IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED 1' FROM THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED -USE PATH TO PROVIDE VISUAL CONTRAST. O7 ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3-INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A B B DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. ® DRILL AND GROUT 1 - NO. 4 12" LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT BARS A _ ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. CURB & DRILL AND GROUT 2 - NO. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT GUTTER / / BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. 2' 10 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB (I.E. 6' LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER / TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. CONSTRUCT THESE / TAPER AT 0"-3" AT 8-10%, THEN LESS THAN 5% FROM 3" CURB TO FULL CURB HEIGHT. NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12' MINIMUM TO 15' MAXIMUM FROM THE NEAREST RAIL. A FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED PERPENDICULAR TO THE NEAREST RAIL. 14 1� WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES I PEDESTRIAN APPROACH NOSE DETAIL (FOR RETURNED CURB SIDE TREATMENT) mil MINN@SOTA S.A.P. 086-675-020 DEPARTMENT S.A.P. 222-020-001 OF TRANSPORTATION OPPOSITE THE RAIL, 2 FORM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE 11 . 1� CROSSING SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. 14 3' FOR MEDIANS AND SPUTTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS. 15 SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. 16 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. STANDARD PLAN 5-297.250 1 4 OF 6 PEDESTRIAN CURB RAMP DETAILS /l� APPROVED: 11-04-2021 / REVISED: THOMA TYRFICKI STATE DE GN ENGINEER SHEET NO. 13 OF 104 SHEETS 3 Q 1:3 EXISTING �1/2" R. WALK ,:a:%Z'. °1 R VARIABLE HEIGHT H 6" V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS EXISTING WALK 1/2" R R. < e 1 / V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS 4' MIN. LANDING 1' R ;,1R. V CURB INTERSECTION CONCRETE CURB DESIGN V CURB HEIGHT CURB WIDTH H W < 6" 4" > 6" 6" EXISTING BUILDING EXISTING WALK 3 VARIABLE VARIABLE HEIGHT HEIGHT H H 6„ 6„ V CURB ADJACENT TO BUILDING k OR BARRIER B ' DISTANCE FROM APS PUSH 6" WIDE 7 r BUTTON TO EDGE OF SIDEWALK V—CURB MUST NOT EXCEED 10 INCHES I 1:2 1: 2 6° WIDE V—CURB B230" X 30" SQUARE 4" PEDESTAL POLE PEDESTAL FOUNDATION (LINE UP CENTER OF POLE MUST BE FLUSH WITH WITH THE BACK OF V—CURB) HE SURROUNDING WALK) PLAN VIEW APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 6" WIDE V—CURB TOP OA�WALK 15" SECTION B—B SIGNAL PEDESTAL & PUSH BUTTON (V—CURB) REVISION: APPROVED: 11/�/-04-20^211 I F EY/,A�'1PERKGNS�JI/� OPERATIONS DIVISION 4' MIN. LANDNG DISTANCE FROM APS PUSH 6" WIDE V—CURB BUTTON TO EDGE OF SIDEWALK A� MUST NOT EXCEED 10 INCHES I 6" WIDE V—CURB 4" PUSH BUTTON STATION POLE 18" WIDE BY 18" LONG, q MIN. 12" THICK CONCRETE. MODIFY THE PUSH BUTTON PLAN VIEW STATION TO ALLOW A SQUARE FOUNDATION. APS PUSH BUTTON MOUNTING SPACERS (SADDLE ADAPTORS) 18" WIDE CONCRETE TO MATCH HEIGHT OF ADJACENT 6" WIDE V—CURB f g j TOP OF WALK SECTION A —A PUSH BUTTON STATION (V—CURB) INSET A LANDING RAMP OT EXISTING SIDEWALK --- O s I RAMP i I LENGTH 1 < J I IF - I 4.5% TRANSITION PANEL ®Q 1.5% O (VAR.) I I 6.0' - ---- (VAR.) ----J N NOTES: SET A A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A PUSH BUTTON TRAVERSES THE FLARE. ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT—OF—WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS. O1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. O3 CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A—E EXPANSION. LEAVE A MINIMUM 1/2" TOP GAP AND SEAL WITH MNDOT APPROVED SILICONE PER MNDOT SPEC 3722. ® THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS 1' LINEAR FOOT OF SIDEWALK PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6' OR THE RUNNING SLOPE IS GREATER THAN 5%, DOUBLE THE CALCULATED TRANSITION LENGTH. O5 TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). © EXISTING CROSS SLOPE GREATER THAN 2.0%. LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. LANDING AREA — 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. OT TRANSITION PANEL(S) — TO BE USED FOR TRANSITIONING THE CROSS —SLOPE OF A RAMP TO THE EXISTING WALK CROSS —SLOPE. RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. N"A% STANDARD PLAN 5-297.250 5 OF 6 /l APPROVED: 11-04-2021 MINN@SOYA /�GZREBNICGKIINEER REVISED: S.A.P. 086-675-020 DEPARTMENT S.A.P. 222-020-001 OF THOMATRANSPORTATION STATE DE PEDESTRIAN CURB RAMP DETAILS SHEET NO. 14 OF 104 SHEETS Qt 1.0% MIN. 5.0% MAX. 1.0% MIN. 5.0% MAX. 1.0% MIN. 5.0% MAX. EDGE OF THROUGH LANE \ \ \ \ \ \ z \ J \ TYPICA w = r TABLING 0 CD AREA \ w 0 \ \ w I- LANDING \ 1.0% MIN. \ � � 5.0% MAX. \ \ CURB LINE AND ROAD CROSSING ADJUSTMENTS GENERAL NOTES: NON-CONCRET BOULEVARD 1 O LANDING ,6 I I CONCRETE BOULEVARD NON-CONCRET BOULEVARD 6" WALK fine 3 ��2y °• _ �• e o ° 6„ - -'6" I t ram\ CONCRETE BOULEVARD END SILL CURB O AT TOP OF CURB RAMP AND DRIVEWAY FLARES. EXPANSION MATERIAL PLACEMENT CURB LINE REINFORCEMENT FOR CONCRETE ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS PEDESTRIAN RAMP PEDESTRIAN RAMP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% 2.0% MAX. OR UP UP TO 2.0% CHANGE TO 4% CHANGE CHANGE TO 4% CHANGE CHANGE FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS UP TO 2.07 , CHANGE PEDESTRIAN RAMP 2.0% MAX. OR UP TO 4% CHANGE UP TO 2.0% CHANGE FLOW LINE PROFILE "TABLE" FAN PEDESTRIAN RAMP 1.0% MIN. 1.0% MIN. 5.0% MAX. 1.5% PREFERRED PEDESTRIAN RAMP 1.0% MIN. 1.0% MIN. 1.0% MIN. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. FLOW LINE PROFILE RAISE TWIN PERPENDICULARS , I PEDESTRIAN RAMP 1.0% MIN. 1.0% MIN. 1.07 MIN. 5.0% MAX. 1.5% PREFERRED 5.0% MAX. FLOW LINE PROFILE RAISE - FAN "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. MILL & OVERLAY PROJECTS: "TABLING" OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%. WARPING OF THE BITUMINOUS PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 1 1.0% MIN. CROSS -SLOPE OF THE ROAD 2 5.O% MAX. CROSS -SLOPE OF THE ROAD 3 TABLE" FLOW LINE UP TO 4% CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP 4 UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL -DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS. RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; 1 1.0% MIN. AND 5.0% MAXIMUM CROSS -SLOPE OF THE ROAD 2 1.0% MIN. FLOW LINE (ON EITHER SIDE OF PEDESTRIAN RAMP) TO MAINTAIN POSITIVE DRAINAGE 3 5.0% RECOMMENDED MAX. FLOW LINE 4 LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL REVISION: APPROVED: 11/�/-04-20^211 I F EY/,A�'1PERKKINS�JI/� OPERATIONS DIVISION SECTION VIEW AA THICKENED SECTION THROUGH CURB RAMP FLARES 36" MAX. PROPOSED PAR CURB AND GUT 12" a n a n a T/2 E4-- _A PROPOSED PAR CURB AND GUTTER CURB RAMP REINFORCEMENT DETAILS Q® 6" CONCRETE WALK 4" MINIMUM AGGREGATE BASE a TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER SAWCUT EXISTING CURB n AND GUTTER 0 � 0 " a 3" MIN. a o a a o a F= 3" MIN. ° SAWCUT CURB AND GUTTER REINFORCEMENT .1 36" MAX. 3 ° -- LANDING sue° 0 36" MAX. 12" moo° 36" MAX. 36" MAX. 12" 12' \ Jtl-'HKH I L LAINUIINU POUR REINFORCEMENT 09 3" N OTLS: 1O TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. O2 DRILL AND GROUT NO. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) AT 36" MAXIMUM CENTER TO CENTER MINIMUM 12" SPACING FROM CONSTRUCTION JOINTS. BARS TO BE ADJUSTED TO MATCH RAMP GRADE. BARS TO BE PAID BY EACH. Q3 DRILL AND GROUT 2 - NO. 4 X 12" LONG (6" EMBEDDED) REINFORCEMENT BARS (EPDXY COATED). REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS. BARS TO BE PAID BY EACH. ® THIS CURB LINE REINFORCEMENT DETAIL SHALL BE USED ON BITUMINOUS ROADWAYS. FOR CONCRETE ROADWAYS, SEE NOTE 6. Q5 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. © USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. N"A% STANDARD PLAN 5-297.2501 6 OF 6 /l APPROVED: 11-04-2021 MINN@SOYA /�GZREBNICGKIINEER REVISED: S.A.P. 086-675-020 DEPARTMENT S.A.P. 222-020-001 OF THOMATRANSPORTATION STATE DE PEDESTRIAN CURB RAMP DETAILS SHEET NO. 15 OF 104 SHEETS ©� A� 1.5% Og 5.0' PAR NON -WALKABLE O NON -WALKABLE SURFACE SURFACE (14) (14) 15 13 � 13 15 PERPENDICULAR DRIVEWAY D 1.5% Og 5.0' PAR F WALKABLE 5 WAL SURFACE 10 �SURFACE/64) (14) 15 v 13 13v 15 TIERED PERPENDICULAR OFFSET DRIVEWAY © ©� B + C 1 11 1.5% Og 5.0' MIN O 15 13 G PARALLEL DRIVEWAY BJ TIERED PERPENDICULAR DRIVEWAY9 WITH 4" CURB HEIGHT; 3' MIN AT 10% S1 4' MIN AT 8% S1 WITH 6" CURB HEIGHT; 5' MIN AT 10% S1 6' MIN AT 8% S1 5.0' ® VARIABLE 8"-12" — _ TIE-IN Q APRON PAR%° ° ° e ° - MATCH INPLACE SECTION A A DRIVEWAY MATERIAL 2' MINIMUM 5.0' ® VARIABLE 8"-12" PAR TIE—IN © APRON \/ " SECTION BB MATCH INPLACE DRIVEWAY MATERIAL r— REVISION: APPR9�� OOVED: 11--�/1104-2021 FFl2EGPERK6:N :_- OPERATIONS DIVISION 5.0' MIN PAR SECTION C-C �O 13 15 LEGEND INDICATES DRIVEWAY RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% o� 1.5% Og 0— D 5.0' PAR NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURE FROM BACK OF CURB. IN URBAN ROADWAY SECTIONS, 6" CURB HEIGHT SHOULD BEUSED WHEN 6' OR GREATER BOULEVARD WIDTH IS PROPOSED. WHEN BOULEVARD IS LESS THAN 6' WIDE, 4', CURB HEIGHT SHOULD BE USED. MAINTAIN EXISTING DRAINAGE PATTERNS FLOWING TO PUBLIC RIGHT OF WAY. ACQUIRE ADEQUATE L3 TO ALLOW FOR A CONTINUOUS PAR PROFILE (UNIFORM TYPICAL SIDEWALK SECTION) THROUGH THE DRIVEWAY APRON. IN NO CASE SHALL SIDEWALK PROFILES EXCEED 5.07, EXCEPT SIDEWALK PROFILES CAN MATCH ROADWAY GRADE IF ROADWAY GRADE IS GREATER THAN 5.0%. RAMPS FOR DRIVEWAYS ARE REQUIRED TO FOLLOW THE ABOVE SIDEWALK CRITERIA. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE (PAR). 1/4" DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. DRIVEWAY TYPES FROM MOST PREFERRED TO LEAST PREFERRED ARE AS FOLLOWS: PERPENDICULAR, TIERED PERPENDICULAR, TIERED PERPENDICULAR OFFSET & PARALLEL. O1 PERPENDICULAR DRIVEWAYS ARE THE STANDARD AND STARTING POINT FOR ALL DRIVEWAY DESIGN AND CONSTRUCTION. SHOULD BE USED TO ACHIEVE CONTINUOUS PAR PROFILE THROUGH THE DRIVEWAY. OBTAINING A PERPENDICULAR DRIVEWAY DESIGN BECOMES MORE CRITICAL WITH STEEP ROADWAY PROFILES. O2 TO BE USED WHEN PERPENDICULAR DRIVEWAY DESIGN CANNOT BE ACHIEVED, THE DRIVEWAY PAR IS BELOW ROADWAY CURB HEIGHT. THIS DRIVEWAY TYPE CAN BE USED FOR BOTH PAVED (AS SHOWN) AND GRASS BOULEVARDS. O3 TO BE USED WHEN PERPENDICULAR AND TIERED PERPENDICULAR DRIVEWAY DESIGN CANNOT BE ACHIEVED. CAN BE USED FOR STEEP NEGATIVE SLOPED DRIVEWAYS. DIN CURB TYPE 2 SHOULD BE USED TO RAISE PAR ABOVE GUTTER AND REDUCE "ROLLER COASTER" EFFECT. 4" HIGH ROADWAY CURB SHOULD BE USED TO REDUCE ROLLER COASTER" EFFECT ESPECIALLY WHEN MULTIPLE DRIVEWAYS ARE PRESENT. 85 TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 8% STANDARD, 10% MAX. FOR COMMERCIAL AND 12% MAX. FOR RESIDENTIAL. SEE GENERAL NOTES ON SHEET 2 FOR MORE INFORMATION. © S3 8% MAXIMUM, IF THE SLOPE IS EXCEEDED OR CONTINUED FOR MORE THAN 5% ANALYZE VEHICLE TEMPLATES FOR VERTICAL CLEARANCE. IF EXISTING DRIVEWAY IS NEGATIVELY DRAINING, S3 CAN BECOME SLIGHTLY MORE NEGATIVE TO ACHIEVE PERPENDICULAR DRIVEWAY DESIGN IF THE VERTICAL CLEARANCE IS ACHIEVED IN VEHICLE TEMPLATES. O7 1:3 MIN. 1:5 PREFERRED FOR DRIVEWAY RETROFIT PROJECTS. 1:10 PREFERRED FOR SIDEWALK REPLACEMENT PROJECTS. ® 5.0' MIN. PAR WIDTH IS THE STANDARD THROUGH DRIVEWAYS. IF FEASIBLE WIDEN DRIVEWAY PAR WIDTH TO MATCH APPROACHING SIDEWALK PAR WIDTHS. IN VERTICALLY CONSTRAINED AREAS PAR WIDTHS CAN INCREMENTALLY BE REDUCED TO 4.5' OR 4' MIN AFTER ALL OTHER OPTIONS HAVE BEEN APPLIED. 9 THE PEDESTRIAN ACCESS ROUTE, MAY NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. 10 SIDEWALK OFFSET TO BE LESS THAN OR EQUAL TO HALF THE APPROACHING SIDEWALK WIDTH. 11 INTEGRAL DRIVEWAY APRON TO BE POURED MONOLITHICALLY/INTEGRAL WITH THE CURB AND GUTTER. SEE SHEET 2 FOR MORE INFORMATION. 1© SEE SHEET 2 FOR CURB TYPE INFORMATION. 13 0" CURB IS AT FLOW LINE. SEE DRIVEWAY TABLE FOR BACK OF CURB HEIGHTS. 14 3' LONG AT 8-10% PREFERRED FOR INITIAL CURB TAPER. REDUCE CURB TAPER SLOPE IF NECESSARY TO MATCH ADJACENT SIDEWALK GRADES. 15 MATCH FULL CURB HEIGHT. 16 1:2 TAPER RATE ON INTEGRAL DRIVEWAY APRONS. 1© SEE SHEET 4 FOR WHEN 6" WALK IS REQUIRED. n 16 16 - 11 - 4) 14 13--------- - - - - -- 13 14 4) INTEGRAL DRIVEWAY APRON 11 VARIABLE VARIABLE 5.0' ® VARIABLE VARIABLE C PAN UTTER CURB APRON TIE-IN PAR X , `�` �� n ^ " n- 1� X x l TIE-IN x� X _ � °° J MATCH INPLACE SECTION D—D DRIVEWAY MATERIAL ?MATCH INPLACE DRIVEWAY MATERIAL N"A% STANDARD PLAN 5-297.254 1 1 OF 4 �1 APPROVED: 11-04-2021 MINN@SOTA /I �A„�GTNYREBNICGKIINEER REVISED: S.A.P. 086-675-020 DEPARTMENT V IV I S.A.P. 222-020-001 OF THOMATRANSPORTATION STATE DE 6" CONCRETE WALK 4" MINIMUM AGGREGATE BASE TYPICAL SIDEWALK SECTION 8" CONCRETE COMMERCIAL DRIVEWAY 6" CONCRETE 4" MINIMUM RESIDENTIAL DRIVEWAY AGGREGATE BASE 4" MINIMUM AGGREGATE BASE a.�4 4 '0a. �4 '� a TYPICAL DRIVEWAY SECTIONS DRIVEWAY AND SIDEWALK DETAILS SHEET NO. 16 OF 104 SHEETS DRIVEWAY TABLE O DRIVEWAY CURB L1 Si L2 S2 STATION SIDE TYPE O2 TYPE O E1 E2 FT % E3 FT % E4 CURB BACK L1 L2 L3 5 FLOW E3 E4 E5 LINE E2 ` S2 S3 Si E1 SECTION AA & BB (REFER TO PREVIOUS SHEET) CURB BACK L2 L3 O5 FLOW E2 E4 E5 LINE S2 xxyyv_llv 1° E1 SECTION C-C (REFER TO PREVIOUS SHEET) CURB BACK L2 L3 O5 FLOW E5 LINE E2 E4 S3 E1 SECTION DD (REFER TO PREVIOUS SHEET) REVISION: APPROVED: 11--04-20,211 .I�FFREG/PERKKIINSS OPERATIONS DIVISION L3 O5 S3 EXISTING FT % % FL6% ONE GUTTER +� CURB BACK 1 L1» DW CURB TYPE 1 STANDARD CURB AT DRIVEWAY FLOW LINE GUTTER FACE CURB BACK 1' 6% 1" DW CURB TYPE 2 VERTICALLY CONSTRAINED E5 COMMENTS NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. DW CURB TYPE 1 SHALL BE USED WHEN THE DRIVEWAY ACTS AS A PEDESTRIAN RAMP. THE MAX. APRON SLOPE MUST ADHERE TO ADA CRITERIA AS WELL. DW CURB TYPE 1 SHOULD BE USED IF THERE IS ON STREET PARKING. WHERE ROADWAY DRAINAGE IS A CONCERN (NEGATIVE SLOPED APRON) DW CURB TYPE 2 CAN BE USED TO HELP KEEP THE WATER ON PUBLIC RIGHT OF WAY. S1 8% STANDARD, 10% MAX. COMMERCIAL AND 12% MAX. RESIDENTIAL. IF EXISTING GRADES ARE STEEPER DO NOT MAKE GRADES APPRECIABLY WORSE BY USING BEST PRACTICES SUCH AS DRIVEWAY CURB HEIGHTS, EXTENDING L3 AND/OR STEEPEN S3. S3 8% MAXIMUM, IF THIS SLOPE IS EXCEEDED OR CONTINUED FOR MORE THAN 5', ANALYZE VEHICLE TEMPLATES FOR VERTICAL CLEARANCE. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGNS OF DRIVEWAYS. O1 EXAMPLE SHOWN TO BE INCLUDED IN PLAN FOR EACH DRIVEWAY THAT HAS PAR THROUGH IT. O2 REFERS TO THE FOLLOWING TYPES; PERPENDICULAR DRIVEWAY, TIERED PERPENDICULAR OFFSET DRIVEWAY, TIERED PERPENDICULAR DRIVEWAY, PARALLEL DRIVEWAY, AND INTEGRAL DRIVEWAY APRON. O3 DW CURB TYPE 1IS THE STANDARD AND SHALL BE THE STARTING POINT FOR ALL PERPENDICULAR AND TIERED DRIVEWAYS. DW CURB TYPE 2 SHALL ONLY BE USED AFTER UTILIZING BEST PRACTICES SUCH AS MAXIMIZING S1, S3, AND L3. ® SHOULD BE DESIGNED AT 1.5%. O5 ACQUIRE ADEQUATE L3 TO ALLOW FOR CONTINUOUS PAR PROFILE (UNIFORM SIDEWALK SECTION) THROUGH THE DRIVEWAY APRON. © PROVIDE INPLACE TIE—IN SLOPE INFORMATION AT BACK OF PROPOSED WALK (S3 AREA). O7 INFORMATION TO BE INCORPORATED INTO DRIVEWAY TABLE WHEN INTEGRAL DRIVEWAY APRON IS USED. OTHER CURB HEIGHTS & CURB APRON LENGTHS CAN BE USED. ® L1 & S1 FOR INTEGRAL DRIVEWAY APRON IS TO FLOWLINE. 12.5% IS MAXIMUM PREFERRED SLOPE. O9 TIE ADJACENT SECTIONS. CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. DRILL AND GROUT OR CAST IN —PLACE THROUGH HOLES IN THE FORMS NO. 4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING WITH 2" MINIMUM CONCRETE COVER PLACED 1' MINIMUM FROM ADJACENT CONSTRUCTION JOINT. L1 L2 �FLOW LINE TYPICAL INTEGRAL DRIVEWAY APRON O7 GUTTER FACE CURB BACK E2 l E3 CURB L1 E2 S1 6% E1 S1 1 S2 TYPE FT % IDA 216 1.33 +0.16 12.5 IDA 220 1.67 +0.16 10 9 IDA 324 2 +0.24 12.5 IDA 432 2.67 +0.33 12.5 INTEGRAL DRIVEWAY APRON (IDA) V"A% STANDARD PLAN 5-297.254 2 OF 4 APPROVED: 11-04-2021 MINN@SOTA I fin„�GTNYREBNICGKIINEER REVISED: S.A.P. 086-675-020 DEPARTMENT VIVI S.A.P. 222-020-001 OF THOMATRANSPORTATION STATE DE DRIVEWAY AND SIDEWALK DETAILS SHEET NO. 17 OF 104 SHEETS ui a 6 IN. WALK AT QUADRANTS ,Q II O 4 IN. WALK TIERED PERPENDICULAR DRIVEWAY 1 1 3 ' ^ I PLAN Q a® . RESIDENTIAL w °Z ep ENTRANCE 0 7 Z W � • o. � 3 0 C & G INTERMEDIATE CURB HEIGHT PRIVATE CONCRETE WALK 4 IN. WALK Q w _ ' COMMERCIAL ALLEY ENTRANCE© 0 Z 7 LLJ 00 ®°a SIDEWALK LONGITUDINAL JOINT TIE BAR TABLE SIDEWALK SIDEWALK TIE BAR LENGTH SPACING WIDTH, W THICKNESS, T SIZE > 7' 4" No. 4 12" 24" >10' 6" No. 4 12" 36" PARALLEL DRIVEWAY C17 I HALF PLAN PERSPECTIVE PERPENDICULAR DRIVEWAYS WITH GRASS BOULEVARDS 12„ PLAN VIEW MIN 36"— SIDEWALK SIDEWALK MAX. REPLACEMENT SIDEWALK I y PROFILE VIEW T V� T/2T I T „1� 4" SIDEWALK 6 (TYPICAL) TRANSVERSE SIDEWALK TIE BAR REINFORCEMENT RETROFITS ONLY FOR 4" CONCRETE ONLY: CAST IN PLACE BARS MUST BE SUPPORTED WITH P—STAKES OR REINFORCEMENT BASKETS FOR FULL WIDTH CONCRETE PLACEMENTS. FOR 6" CONCRETE ONLY: DRILL AND GROUT OR CAST IN PLACE THROUGH HOLES IN THE FORMS REQUIRED FOR STAGED ADJACENT CONCRETE PLACEMENTS. REVISION: APPROVED: 11-04-20^211 PERKINS� OPERATIONS DIVISION SIDEWALK SECTION VIEW y W T t I T/2T 6" LONGITUDINAL SIDEWALK REINFORCEMENT JOINTS SAW CONCRETE SIDEWALK FULL DEPTH ON EXISTING JOINT (INCIDENTAL) TIERED PERPENDICULAR OFFSET DRIVEWAY s® °.® I DRIVEWAY PAVEMENT 11 LENGTH VARIES 5.0 FT. 0.06 FT./FT. 0.015 FT./FT. SLOPE _ 0 WHEN MATCHING INTO 3 CONCRETE 13 ENTRANCE SECTION A —A 1 SECTION THRU DRIVEWAY INTEGRAL DRIVEWAY APRON 1 1 I 4 4" OR 6" SIDEWALK 6" OR 8" THICKNESS DRIVEWAY THICKNESS SECTION B—B SECTION THRU SIDEWALK THICKNESS TRANSITION 2' MINIMUM PI TOPSOIL PEDESTRIAN ACCESS ROUTE _ � TOPSOIL — 0.015 FT./FT. I \ 0.25 FT./FT. SLOPE SLOPE USE IN ALL FILL SECTIONS, USE WHEN PAR IS BITUMINOUS, J 1 USE WHEN PAR IS BITUMINOUS, OR WHEN SIDEWALK WIDTH IS OR WHEN SIDEWALK WIDTH IS GREATER THAN 6'. GREATER THAN 6' AND IF ROW TYPICAL GRADING SECTION IS AVAILABLE. (NOT USED WHEN CONFINED BY CURB, BUILDING, WALL, ETC.) NOTES: ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. TO MINIMIZE SIDEWALK "ROLLER COASTER" EFFECT IT IS DESIRABLE TO KEEP THE PAR ELEVATION CONTINUOUS OR AT LEAST IN THE UPPER HALF OF CURB HEGHT. 4" HIGH CURB SHOULD BE USED INSTEAD OF 6" HIGH CURB TO HELP THIS PROBLEM WHEN APPLICABLE. 4" HIGH ADJACENT CURB IS PREFERRED WHEN BOULEVARDS 4' OR LESS ARE PRESENT MEASURED FROM THE BACK OF CURB. WHEN THE DRIVEWAY IS SLOPING DOWN FROM THE ROADWAY (NEGATIVE) 4" HIGH ADJACENT CURB SHOULD ALSO BE USED. SEE FACILITY DESIGN GUIDE, CHAPTER 6, FOR GEOMETRIC DESIGN OF DRIVEWAYS. O1 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A—E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. DRIVEWAY EXPANSION SHALL BE PLACED AT TOP OR BOTTOM OF TRANSITION PANEL. O2 CONSTRUCT WITH EXPANSION MATERIAL MNDOT PER SPEC. 3702 TYPES A—E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. MAXIMUM ONE EXPANSION PER DRIVEWAY PLACED AT EITHER TOP OR BOTTOM OF CONCRETE THICKNESS TRANSITION. IF MULTIPLE DRIVEWAYS EXIST PLACE ONE EXPANSION BETWEEN EACH DRIVEWAY. IF NO DRIVEWAY EXIST PLACE A MAXIMUM OF ONE EXPANSION PER 150' OF SIDEWALK RUN. O3 USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. ® TRANSITION DRIVEWAY THICKNESS TO WALK THICKNESS. IF THERE IS A CONSTRUCTION JOINT AND NO EXPANSION IS USED, INSTALL TIE BARS. O5 TRANSITION CURB RAMP THICKNESS TO WALK THICKNESS. © MATCH INPLACE DRIVEWAY WIDTH, MATERIAL TYPE AND THICKNESS. O7 FORM CONTRACTION JOINT AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANELS. CONCRETE PANEL SIZE SHOULD NOT EXCEED 1 1/2 : 1 LENGTH X WIDTH. 81 SF FOR 6" CONCRETE DRIVEWAY WITH 9'X9' MAXIMUM PANEL SIZE. 144 SF FOR 8" CONCRETE DRIVEWAY WITH 12'X12' MAXIMUM PANEL SIZE. MATCH DRIVEWAY APRON AND SIDEWALK JOINTS. ® THE PEDESTRIAN ACCESS ROUTE CROSS —SLOPE, SHALL NOT EXCEED 0.02 FT./FT. AS CONSTRUCTED. Q9 1:10 MIN. SIDEWALK OFFSET TAPER REQUIRED FOR SIDEWALK REPLACEMENT PROJECTS. 1:3 MIN. AND 1:5 MIN. PREFERRED SIDEWALK OFFSET TAPER FOR DRIVEWAY REPLACEMENT. 10 LANDING REQUIRED, SEE NEXT SHEET FOR MORE INFORMATION. 11 CONCRETE DRIVEWAY APRON AND CONCRETE DRIVEWAY SIDEWALK SECTIONS SHALL BE CONSTRUCTED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. ENGINEER'S APPROVAL REQUIRED FOR MONOLITHIC PLACEMENTS. 1© DRILL AND GROUT NO. 4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS COVER PLACED 1' MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. 1' MINIMUM FROM ADJACENT CONCRETE JOINTS. BARS TO BE ADJUSTED TO MATCH SIDEWALK GRADES. TO BE PAID BY EACH. DRILL AND GROUT OR CAST IN —PLACE THROUGH HOLES IN THE FORMS NO. 4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1' MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. 1' MINIMUM FROM ADJACENT CONCRETE JOINTS. V"I% STANDARD PLAN 5-297.254 1 3 OF 4 APPROVED: 11-04-2021 MINN@SOTA I r�n� REVISED:12-23-2021 S.A.P. 086-675-020 DEPARTMENT S.A.P. 222-020-001 OF THOMA TYRBICKI TRANSPORTATION STATE DE GN ENGINEER DRIVEWAY AND SIDEWALK DETAILS SHEET NO. 18 OF 104 SHEETS 3 a SIDEWALK SIDEWALK PAR PROFILE LANDING PAR PROFILE MAX 5% MAX 2% MAX 5% LONGITUDINAL CROSS SLOPE LONGITUDINAL SLOPE (POSITIVE SLOPE (POSITIVE OR NEGATIVE) OR NEGATIVE) 0 3 iI 0_H =w UO_ a� mN o> w SECTION VIEW B-B —LATCH SIDE OF DOOR 2 HINGE SIDE DOORWAY OF DOOR / I I A — DOORWAY WIDTH +Q2 — PLAN VIEW DOORWAY BUILDING DOORWAY FACE I� I / ALCOVE 5' MIN. CENTERED ON DOORWAY WALK TO MEE FLUSH WITH E OF DOORWAY 6" WALKI / )/// LANDI PLAN VIEW DOORWAY WITH ALCOVE DOORWAY THRESHOLD BUILDING FOUNDATION SECTION VIEW A -A FACE OF BUILDING SEAL JOINT WITH APPROVED "CLEAR OR GREY IN COLOR" SILICONE \ _ VARIABLE %/2" PREFORMED — I INT MATERIAL 1/4"aRADIUS 6" CONCRETE WALK BUILDING JOINT SEAL (INCIDENTAL) SIDEWALK LANDING REQUIREMENTS Q REVISION: APPROVED: 11/�/-04-2021 I F EY/,A�'1PERKKINS OPERATIONS DIVISION FACE OF BUILDING 15 Q 1' PAVED BOULEVARD ®Q9 O3 G) CURB BACK d d° d d 6" CONCRETE WALK DOWNTOWN SIDEWALK TYPICAL SECTION cl4 SLIP FORM SILL FIXED FORM SILL SILL CURB SHOULD BE USED AT ALL LOCATIONS WHEN CONCRETE WALK IS AT BACK OF CURB, INCLUDING PAVED BOULEVARD. SILL CURB SHALL NOT BE USED IN CURB RAMP AND DRIVEWAY AREAS, INCLUDING CONCRETE FLARES. SILL CURB WITH 4" WALK CAN USE FIXED OR SLIP FORM OPTIONS. NOTES: 6" WALK IS REQUIRED: 1) IN ALL SIDEWALK LOCATIONS WHERE VARIABLE SLOPED CONCRETE BOULEVARDS ARE PAVED, SUCH AS COMMERCIAL (STORE FRONT, DOWNTOWN) AREAS. 2) ANYTIME DRILL AND REINFORCEMENT IS USED TO TIE LONGITUDINAL JOINTS TOGETHER. 3) TO ELIMINATE LONGITUDINAL JOINT WHEN INCREASING PANEL SIZE OVER 36SF. 4) AT LOCATIONS WHERE MAINTENANCE EQUIPMENT WILL SUBJECT CONCRETE TO HEAVY LOADS. ALL SIDEWALK AND BOULEVARD WIDTHS SHALL BE MEASURED FROM BACK OF CURB. FIELD ADJUST SIDEWALK PROFILES TO MEET ALL DOORWAY THRESHOLDS. SIDEWALK MUST MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING TO THE ROADWAY. SEE SPECIAL PROVISIONS FOR SILICONE SPECIFICATIONS. O LANDING CRITERIA IS REQUIRED FOR ALL DOORS, STEPS, AND PRIVATE WALKS. FEASIBILITY DECREASES WITH NARROWER BOULEVARDS AND STEEPER SIDEWALK PROFILES. O2 18" MIN. WHEN DOOR SWINGS OUTWARD FROM BUILDING. 12" MIN WHEN DOOR SWINGS INWARD FROM BUILDING. O3 6' MIN. PAR REQUIRED WHEN ADJACENT TO BUILDINGS. ® 2/3 PAR TO 1/3 BOULEVARD SHOULD BE USED WHEN FEASIBLE. HOLD UNIFORM BOULEVARD WIDTH. 4' PREFERRED MINIMUM BOULEVARD. OS 1%-5% FOR THE MAJORITY OF THE BLOCK, WITH EXCEPTIONS UP TO 8% IN CONSTRAINED AREAS. © CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A—E EXPANSION. LEAVE A MINIMUM 1/2" TOP GAP AND SEAL WITH MNDOT APPROVED SILICONE PER MNDOT SPEC 3722. O7 TO MINIMIZE VIBRATION AND ROLLING RESISTANCE, AREA SHALL BE FREE OF PAVERS, STAMPED CONCRETE, AND/OR EXCESSIVE JOINTING. ® 2% MAX. PER BUILDING CODE. IF GREATER THAN 2%, FLATTEN AS FEASIBLE. O9 FORM CONTRACTION JOINTS AS NEEDED TO PRODUCE APPROXIMATELY SQUARE PANEL SIZE. CONCRETE PANEL SIZE SHOULD NOT EXCEED 1 1/2 : 1 LENGTH X WIDTH. 10 DRILL AND GROUT NO. 4 X 8" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1' MINIMUM FROM ADJACENT CONSTRUCTION JOINTS. 1' MINIMUM FROM ADJACENT CONCRETE JOINTS. TIE BARS SHALL BE EMBEDDED 4" WITH 2" MINIMUM CONCRETE COVER AND ARE INCIDENTAL TO SILL PLACEMENT. 11 FURNISH AND INSTALL THE FULL WIDTH OF THE TOP OF SILL A MINIMUM 2ML THICK POLYTHENE SHEETING. 1© USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF ADJACENT CONCRETE. 1© DIMENSION TO BE SAME AS SIDEWALK THICKNESS, 4" MIN. 14 6" WALK: 5" MIN. FOR B424; 7" MIN. FOR B624 4" WALK: 7" MIN. FOR B424; 9" MIN. FOR B624 1© DRILL AND GROUT NO. 4 X 12" LONG TIE BARS (EPDXY COATED). 36" MAXIMUM SPACING BETWEEN BARS WITH 2" MINIMUM CONCRETE COVER PLACED 1' MINIMUM FROM ADJACENT CONCRETE JOINTS. N"A% STANDARD PLAN 5-297.254 1 4 OF 4 /l APPROVED: 11-04-2021 MINN@SOYA /�GZREBNICGKIINEER REVISED: S.A.P. 086-675-020 DEPARTMENT S.A.P. 222-020-001 OF THOMATRANSPORTATION STATE DE DRIVEWAY AND SIDEWALK DETAILS SHEET NO. 19 OF 104 SHEETS GENERAL NOTES FOR TRAFFIC CONTROL: 1. ALL CONSTRUCTION TRAFFIC WITHIN THE CITY OF MONTICELLO SHALL BE LIMITED TO THE PROJECT AREA, DESIGNATED HAUL ROUTES, APPROVED CITY COLLECTOR STREETS OR COUNTY AND STATE HIGHWAYS. 2. THE REMOVAL PLANS INDICATE THE REMOVAL OF ALL STOP SIGNS AND STREET IDENTIFICATION SIGNS. THE CONTRACTOR SHALL MAINTAIN THESE SIGNS IN PLACE UNTIL THE PERMANENT SIGNS ARE INSTALLED. THESE SIGNS MAY REQUIRE TEMPORARY REMOVAL AND REPLACEMENT TO COMPLETE THE WORK. MAINTENANCE OF THE EXISTING SIGNS SHALL BE INCIDENTAL. 3. THE TRAFFIC CONTROL DEPICTED ON SHEETS 21-39 AND 88-91 ARE CONSIDERED THE MINIMUM TRAFFIC CONTROL REQUIRED TO COMPLETE THE CONSTRUCTION IN THE REQUIRED PHASES. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT REQUIRED TO PROVIDE A SAFE WORK SPACE AT ALL TIMES. THE TRAFFIC CONTROL PHASES SHOWN DO NOT DEPICT TRAFFIC CONTROL THAT IS REQUIRED FOR CONSTRUCTION OF THE PAVEMENT MILLING AND STRIPING. CONTRACTOR SHALL PROVIDE LAYOUTS FOR APPROVAL BY THE ENGINEER FOR THESE WORK ITEMS. UNLESS NOTED ON THE TRAFFIC CONTROL PLANS AND PROVIDED FOR ON THE BID FORM ALL TRAFFIC CONTROL REQUIRED TO COMPLETE THIS PROJECT INCLUDING TEMPORARY STRIPING SHALL BE INCIDENTAL TO ITEM 2563—TRAFFIC CONTROL. 4. ALL NON—STANDARD TRAFFIC CONTROL SIGNS ON SHEETS 21-39 AND 88-91 SHALL HAVE 6" SERIES C LETTERING. 5. ALL TEMPORARY TRAFFIC CONTROL SIGNS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED ON TWO PERMANENT POSTS. POSTS SHALL BE REMOVED UPON COMPLETION OF THE PROJECT, OR UNTIL NO LONGER NEEDED, AND ALL DISTURBED AREAS SHALL BE RESTORED. 6. ALL SIGNS SHALL BE REMOVED WITHIN 48 HOURS AFTER THEY ARE NO LONGER NEEDED OR AS DIRECTED BY THE ENGINEER. 7. FULL ACCESS AT ALL INTERSECTIONS SHALL BE MAINTAINED AND REMAIN FULLY OPERATIONAL AT ALL TIMES. THE LEG OF THE INTERSECTION WITHIN THE WORK SPACE MAY BE CLOSED FOR A SHORT PERIOD OF TIME FOR PAVEMENT MILLING, PAVEMENT CONSTRUCTION, OR UTILITY CONSTRUCTION. INTERSECTIONS SHALL NOT BE CLOSED BEFORE 9:00 A.M. OR AFTER 3:00 P.M. ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO MAINTAIN ACCESS SHALL BE INCIDENTAL. 8. FULL ACCESS AT ALL DRIVEWAYS SHALL BE MAINTAINED AND REMAIN FULLY OPERATIONAL AT ALL TIMES. DRIVEWAYS WITHIN THE WORK SPACE MAY BE CLOSED FOR A SHORT PERIOD OF TIME FOR PAVEMENT MILLING, PAVEMENT CONSTRUCTION, OR UTILITY CONSTRUCTION. CLOSURE OF ALL DRIVEWAYS SHALL BE COORDINATED WITH THE PROPERTY OWNER AND CITY. DRIVEWAYS SHALL NOT BE CLOSED BEFORE 9:00 A.M. OR AFTER 3:00 P.M. ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO MAINTAIN ACCESS SHALL BE INCIDENTAL. 9. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY PEDESTRIAN ACCESS ROUTE DEVICES, INCLUDING BUT NOT LIMITED TO PEDESTRIAN CHANNELIZERS AND PEDESTRIAN RAILING SYSTEMS, SIDEWALK BARRICADES, TEMPORARY WALKWAY SURFACES, DETECTABLE WARNING SURFACES, AUDIBLE MESSAGE DEVICES, CURB RAMPS, CHANNELIZERS AND ALL REQUIRED SIGNAGE TO MEET ALL REQUIREMENTS OF THE NOVEMBER 2005 VERSION OF THE PUBLIC RIGHT—OF—WAY ACCESSIBILITY GUIDELINES, THE LATEST VERSION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL —PART 6K AND THE AMERICANS WITH DISABILITIES ACT. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN ACCESS ROUTE LAYOUTS AND DETOURS FOR ANY PROPOSED SIDEWALK OR TRAIL CLOSURES FOR REVIEW AND APPROVAL BY THE ENGINEER. ALL LABOR, MATERIAL AND EQUIPMENT REQUIRED TO MAINTAIN PEDESTRIAN ACCESS ROUTES SHALL BE INCIDENTAL TO ITEM 2563— ALTERNATE PEDESTRIAN ROUTE. 10. CONTRACTOR SHALL COORDINATE SIGNAL TIMING OR TEMPORARY MODIFICATIONS WITH CITY AND WRIGHT COUNTY HIGHWAY DEPARTMENT FOR ALL PHASES OF TRAFFIC. 11. CONTRACTOR SHALL PROVIDE A 1:10 TAPER OR "BUMP" SIGNS (W8-1a) AT ALL MILL MATCH POINTS AT THE EXISTING PAVEMENT. IF THE CONTRACTOR USES A TAPER THE TAPER SHALL BE REMOVED JUST PRIOR TO PAVING. THIS MILLING WORK SHALL BE INCIDENTAL. DATE LEGEND WORK SPACE 0 TYPE B CHANNELIZER DRUM -a- SIGN TYPE III BARRICADE S.A.P. 086-675-020 S.A.P. 222-020-001 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: TRAFFIC CONTROL NOTES AND DETAILS SHEET prepared by me or under my directsupervisionand that I CJJ Hakanson Anderson 20 am a dal Licen ed Professiom, En neer under the laws 2024 BROADWAY & 7TH STREET of the State or ree DRAWN BY: Civil Engineers and Land Surveyors or SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT C IAI J. JOq UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 04 Date 1/12/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 Vt• i 0 TYPE III BARRICADE o W/FLASHERS U U O 0 G p' d � i c� z � - Ez a� N� DATE REVISION � J N o a N U 550' 100' I —OZA1 3 N?Jfll SN3HSVIJ/M 30VO18"E III 3dA1 I.—OzM aV3HV Ndom r SEE 1� avow I RIVER STREET t—OzM aV3HV NaOM and .. z-Ela _ �I• Jj 25' 100' 50' 100' 100' �I O a .p.li O 80, 50' 100' SEE 2OOj/ROAO SEE (2 SEE 3� SEE ®, SE'ROAD WORK n rn AHOEAD � AHEAD N I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Profession Engineer under the laws of the State of �,finnesot DNAWN BY: iCIJ, SGJ j JO@ UM, P.E. CHECKED BY: iDate 1 /12/24 T Lic. No. 23461 TAE 3RD STREET A 'r Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 9 . 4I , i AW t—OzM l—OZM aV3HV HaOM OV3HV OV08 N80M 85' • I 1 SEE ROAD w WORK >i AHEAD N ■ 2 W20-1' M- . - 3 ROAD WORK GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. REFERENCE NOTES: 1Q CONTRACTOR SHALL POSITION TRAFFIC CONTROL DEVICES SO THAT THE ADJACENT DRIVE LANES HAVE A MINIMUM WIDTH OF 11 FEET. (2) SEE 1 FOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. 25 (3) SEE 5 FOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. ® SEE 25 FOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. �5 SEE 26 FOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. © SEE 3' FOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. (7 SEE 33 FOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. 100 0 100 200 M SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN - PHASE 1 SHEET 2024 BROADWAY & 7TH STREET 21 IMPROVEMENT PROJECT BROADWAY STREET OF CITY OF MONTICELLO, MINNESOTA 1H04 M0304 GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. REFERENCE NOTES: (j)CONTRACTOR SHALL POSITION TRAFFIC CONTROL DEVICES SO THAT THE ADJACENT DRIVE LANES HAVE A MINIMUM WIDTH OF 11 FEET. Q2 SEE e2 FOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. 26 (3)SEE 6 FOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. ® SEE (P FOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. �= `dp OV3HV MUM OV3HV 00 Ovoa avow OVOa 100, 105' 100' ,, - M I M .ram-^sr1 \�� • • l� !� � fr�--��__.�,��.�_ T-I -� SG' -- SEE �2 SEE 3115' SEE of _ ROAD N SEE O 1 WORK N ` ROAD ROAD `o WORK - rn AHEAD z WORK _ w FL Z Z AHEAD -----_ / 21 W20-1 Q W20-1 `.; 3 I#'R 3RD STREET ' AIL o U U 0 _..._ z _ too o too zoo 'SCALE IN FEET S.A.P. 086 675 020 S.A.P. 222-020-001 N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: TRAFFIC CONTROL PLAN —PHASE 1 SHEET prepared by me or under my direct supervision and }hat CJJ Hakanson Anderson 22 am a duly Licensed Profession Engineer under the Iaws 2024 BROADWAY & 7TH STREET a of the State of innesot DRAWN BY: Civil Engineers and Land Surveyors of SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 �eF 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT BROADWAY STREET jj �RAIG Jf J0� UM, P.E. Bx[cN[DBY: www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA 104 a y iDate 1 /12/24 23461 TAE LIC. NO. SHEETS M0304 50, 0 Z Hz a� N� DATE REVISION � J N¢ o a N U GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. REFERENCE NOTES: 1Q CONTRACTOR SHALL POSITION TRAFFIC CONTROL DEVICES SO THAT THE ADJACENT DRIVE LANES HAVE A MINIMUM WIDTH OF 11 FEET. 00 ' y —7-- a tj; i H ' RT 94 � — 100' 0 6 nsx s SEE 1Q OO Rik 1!, t ---i x fir,--.. _ •� NA Lip All, i1—Ilk! 100 0 100 200 Y' 'SC LE IN FEET I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Profession Engineer under the laws of the state of �innesot . Dxawx a: AA Civil Engineers and Land Surveyors IIICCCI SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 j JG UM, P.E. CHECKED BY: iDate 1 /12/24 Lic. No. 23461 TAE www.hakanson—anderson.com A S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN - PHASE 1 SHELT 2024 BROADWAY & 7TH STREET 23 IMPROVEMENT PROJECT BROADWAY STREET �F CITY OF MONTICELLO, MINNESOTA 104 SHEETS M0304 !1•I -e � .d t ' O 1 1 L d '[ Y a «r T j -.. ! f* o �Q � 3ry O HART &LVC) SEE 1Q > ROAD 3 WORK z 4 AHEAD W20-1 2 SEE 1Q a s R11-2 CLOSEED O TYPE III BARRICADE W/FLASHERS 750' O a e� e � i. F9 �a 750' •. o GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. REFERENCE NOTES: to 1Q CONTRACTOR SHALL POSITION TRAFFIC CONTROL DEVICES SO THAT THE ADJACENT DRIVE LANES HAVE A MINIMUM WIDTH OF 11 FEET. 06 Ik� as 3Q 3 ` TURN LANE o"moo • � �; ---__ '_ --. ,,, • � _ Z �pp� 200' pNEpO *V- un 0. a �� pNEpO 100 0 100 200 z it 1 SCALE IN FEET Hw S.A.P. 086-675-020 a S.A.P. 222-020-001 N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: TRAFFIC CONTROL PLAN —PHASE 1 x J prepared by me or under my direct supervision and }hat CJJ Hakanson Anderson am a duly Licensed Profession Engineer under the laws 2024 BROADWAY & 7TH STREET a of the state of �innesat . DRON BY: 1 Civil Engineers and Land Surveyors SGJ 3so, Thurston Ave., Anoka, Minnesota ss3o3IMPROVEMENT PROJECT BROADWAY STREET CHECKED Rr:763-427-5860 FAX 763-427-0520 UM, P.E. www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA Date 1 /12/24 Lic. No. 23461 TAE M0304 i y O 1 Bl�l O D � � m O S s m >> x p I f m x A // w D � O o m T m O m I� �-AW...... BARRIERS 1737.5LF ' MIN. 22' MIN. — WI-6° i Ld - � TYPE III BARRICADE Q W/FLASHERS 252 PHASE 1 INTERSECTION WORK — CEDAR STREET fm E � ------- 100' lk E --- A 25'-� 11' MIN. M62.5LFCRETE BARRIERS 17 `J 12' MIN. W1_6 ti1/8 � m O FF OF O Q TYPE III BARRICADE TYPE III BARRICADE m W/FLASHERS W/FLASHERS 2 PHASE 1 INTERSECTION WORK - PALM STREET 25 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Profession Engineer under the laws of the State of innesot DNAWN BY: SGJ j JG@ UM, P.E. CHECKED BY: iDate 1 /12/24 T Lic. No. 23461 TAE e.72P "i; Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com SEE 106, - _--- LJ' W0 • 9-lM • ' 03SO10 avoa z-EBa 75LF IrCONCRETE BARRIERS 1 I 11' MIN. O • • 12' MIN. • $ u i~yJ W1-6 LLJ OF z I— iL a� � � z om N TYPE III BARRICADE TYPE It BARRICADE W/FLASHERS W/FLASHERS PHASE 1 INTERSECTION WORK — NEW STREET 25 REFERENCE NOTES: 1� CONCRETE BARRIERS SHALL MEET THE REQUIREMENTS OF MNDOT STANDARD PLATE 8337. BARRIERS SHALL BE PINNED TOGETHER. FURNISHING AND INSTALLING TEMPORARY PORTABLE PRECAST CONCRETE BARRIERS SHALL BE INCIDENTAL. (2 MOUNT ON BARRIER. 20 0 20 40 —I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN - PHASE 1 SHEET 2024 BROADWAY & 7TH STREET INTERSECTION CONSTRUCTION 25 IMPROVEMENT PROJECT BROADWAY STREET of CITY OF MONTICELLO, MINNESOTA 104 SHEETS M0304 3 0 L] y O im a fm Oy r N y 2 p N y 5 m O C = D r p m O m 25' u M 75LF CONCRETE BARRIERS 1� Ill • 12' wt-6 MIN. OF OF QF OF �� Z N S j O � Z f m n N V ' O I— TYPE III BARRICADE iL TYPE III BARRICADE m W/FLASHERS W/FLASHERS OPHASE 1 INTERSECTION WORK — WRIGHT STREET 26 • 75LF CONCRETE BARRIERS 100' 25' DATE s m> > >r m N y m G C => a z p � m N C 7 Z p p D In () m O o m 0 • • �I ■ — — 1 I] 9—LM 03SO10 • GVO8 z—ua SEE �2 Oo 11' MIN. Will o • • o li • MM u 1 H� 2' W I MIN W WI-6 OF OF OF �, OF W TYPE III BARRICADE TYPE III BARRICADE Q W/FLASHERS W/FLASHERS Q PHASE 1 INTERSECTION WORK — RAMSEY STREET REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I C Ji am a duly Licensed Profession Engineer under the laws of the State of �,finneso)1' DRAWN BY: �11 a SGJ j JOa UM, P.E. CHECKED BY: iDate 1 /12/24 T Lic. No. 23461 TAE LN 1 — & 0 "--1 100' 11' MIN. 25 7 4 OO � o=A m mz D nm n Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 1 —A] I www.hakanson—anderson.com 75LF CONCRETE BARRIERS • Ti Z 11 W z TYPE III BARRICADE TYPE III BARRICADE W/FLASHERS W/FLASHERS OPHASE 1 INTERSECTION WORK — HENNEPIN STREET 26 1 REFERENCE NOTES: 1� CONCRETE BARRIERS SHALL MEET THE REQUIREMENTS OF MNDOT STANDARD PLATE 8337. BARRIERS SHALL BE PINNED TOGETHER. FURNISHING AND INSTALLING TEMPORARY PORTABLE PRECAST CONCRETE BARRIERS SHALL BE INCIDENTAL. ( MOUNT ON BARRIER. 20 0 20 40 SCALE N. FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN — PHASE 1 SHEET 2024 BROADWAY & 7TH STREET INTERSECTION CONSTRUCTION 26 of IMPROVEMENT PROJECT BROADWAY STREET CITY OF MONTICELLO, MINNESOTA 104 SHEETS M0304 TYPE III BARRICADE TYPE III —BARRICADE W/FLASHERS W/FLASHERS Oi PHASE 1 INTERSECTION WORK — WASHINGTON STREET 27 - o N DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: Jprepared by me or under my direct supervision and that I CJJ a am a duly Licensed Professional Engineer under the laws a of the State of nnesot DRAWN BY: �w/p{ Q%A' SGJ jj RAID JOT UM, P.E. CHECKED BY: a y iDate �12/24 Lic. No. 23461 TAE REFERENCE NOTES: 10 CONCRETE BARRIERS SHALL MEET THE REQUIREMENTS OF MNDOT STANDARD PLATE 8337. BARRIERS SHALL BE PINNED TOGETHER. FURNISHING AND INSTALLING TEMPORARY PORTABLE PRECAST CONCRETE BARRIERS SHALL BE INCIDENTAL. (2 MOUNT ON BARRIER. Y \ 20 0 20 40 —1 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 Hakanson Anderson TRAFFIC CONTROL PLAN - PHASE 1 SHEET Civil Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET INTERSECTION CONSTRUCTION L 3601 Thurston Ave., Anoka, Minnesota 55303 or 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT BROADWAY STREET 104 www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 i 0 DATE a SEE 2� E 0 100' 50' 100' 100' 85' .y 80' + { r 100' 95, r I SEE 1� ROAD w ROAD ROAD WORK w ROAD WORK _ w WORK N AHEAD WORK w AHEAD AHEAD D v~i AHEAD N N - 3 W20-1 K in W20-1 VIC W20-1 z g D1 cd �_ -1 GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. REFERENCE NOTES: 1Q CONTRACTOR SHALL POSITION TRAFFIC CONTROL DEVICES SO THAT THE ADJACENT DRIVE LANES HAVE A MINIMUM WIDTH OF 11 FEET. Q2 SEEe FOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. 32 (3) SEE Q FOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. 100 0 100 200 T SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: TRAFFIC CONTROL PLAN — PHASE 2 SHELT prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Profession Engineer under the laws 2024 BROADWAY & 7TH STREET 28 of the state of �innesot . "A" BY: 1 Civil Engineers and Land Surveyors �F ICCCCI SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET CHECKED BY: 763-427-5860 FAX 763-427-0520 j 04 jj JO UM, P.E. www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA iDate 1 �12�24 Lic. No. 23461 TAE SHEETS M0304 f A T f 100' 105' 100, 5F 90' 0' 115' 100' SEE 20 1 ,. ,:—buy ��-' (�•'�;�"r —ems s°�► r�.� b. - t:� -».1 . -� - 4 0 z z Ez a� N� DATE REVISION � J N Q o a N U I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Profession Engineer under the laws of the State of innesot DNAWN BY: SGJ j JO@ UM, P.E. CHECKED BY: iDate 1 /12/24 T Lic. No. 23461 TAE oW , Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com "sp GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. REFERENCE NOTES: 1Q CONTRACTOR SHALL POSITION TRAFFIC CONTROL DEVICES SO THAT THE ADJACENT DRIVE LANES HAVE A MINIMUM WIDTH OF 11 FEET. (2) SEEeFOR MANHOLE CONSTRUCTION TRAFFIC CONTROL. 32 Ff Olt, S - fir "t 100 0 100 200 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN - PHASE 2 SHEET 2024 BROADWAY & 7TH STREET 29 IMPROVEMENT PROJECT BROADWAY STREET OF CITY OF MONTICELLO, MINNESOTA 1H04 M0304 GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. r REFERENCE NOTES: 9` ' 1Q CONTRACTOR SHALL POSITION TRAFFIC CONTROL DEVICES SO THAT THE ADJACENT DRIVE LANES HAVE A MINIMUM WIDTH OF 11 FEET. � f• �f /1v % Mill A s IY/ 100, SEE • % n] . NgRT a. 50' 94 �O.• 100' O ° f 85 s -_��_�-- SEE Q ram- y 1 A� JA, All o ♦r {e . . ..• •• F 47 U • Q N O y \ Z �r �AMAM_ poi _ 100 0 100 200 SCALE IN FEET Ez ,.. _ . S.A.P. 086-675-020 S.A.P. 222-020-001 N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: TRAFFIC CONTROL PLAN —PHASE 2 SHEET prepared by me or under my direct supervision and }hat CJJ Hakanson Anderson am a duly Licensed Profession�ngin,er under the laws 30 Qa of the State of innesot DRAWN BY: CIVII Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET ^� SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 or jjA� JoM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT BROADWAY STREET �04 Date CITY OF MONTICELLO, MINNESOTA y Lic. No. 23461 TAE www.hakanson—anderson.com SHEETS M0304 i 0 oY Y; • { . �.� � ty 1 ' `t! '4��../• •�y� Wit"- �,, � t��- �'�ig -�' � � �•. Hai 1 i• .t. ; { �, '�' p •� •"" p;� � 1. +.....,..... .# a d o ,AWWdL. lf%• . J& r 40. oQ�Q 3N O � O HART eEVO SEE 1Q > ROAD 3 WORK o AHEAD z W20_1 SEE OO 100' Q x a 4� 100' w -177-.7 r U EANE CLOSED O F TYPE III W/FLASHERSAI)E 25 TURN 750' 750' �••�25' Z RNaRK Z 200' pNEPO !7 Z G o. RO RK OtPo w20-1 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Profession Engineer under the laws of the State of �,finnesot DRAWN BY: �11 a SGJ j } JOI UM, P.E. CHECKED BY: iDate 1 /12/24 T Lic. No. 23461 TAE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. REFERENCE NOTES: 1Q CONTRACTOR SHALL POSITION TRAFFIC CONTROL DEVICES SO THAT THE ADJACENT DRIVE LANES HAVE A MINIMUM WIDTH OF 11 FEET. 100 0 100 200 i SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN - PHASE 2 SHEET 31 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 -177-.7 r U EANE CLOSED O F TYPE III W/FLASHERSAI)E 25 TURN 750' 750' �••�25' Z RNaRK Z 200' pNEPO !7 Z G o. RO RK OtPo w20-1 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Profession Engineer under the laws of the State of �,finnesot DRAWN BY: �11 a SGJ j } JOI UM, P.E. CHECKED BY: iDate 1 /12/24 T Lic. No. 23461 TAE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. REFERENCE NOTES: 1Q CONTRACTOR SHALL POSITION TRAFFIC CONTROL DEVICES SO THAT THE ADJACENT DRIVE LANES HAVE A MINIMUM WIDTH OF 11 FEET. 100 0 100 200 i SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN - PHASE 2 SHEET 31 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 0 . W C S83HSVIJ/M S83HSVIJ/M S83HSVIA/M Sa3HSVl3/M 3avmavB III 3dA1 3aV3188V6 III 3dAl 30V018HV8 III 3dA1 3avoinvB III 3dA1 • O • • • uu u � 100'- • R11-2 ° ° ROAD f _ F CLOSED F n" g= 5' T Ny X N C m TYPE III BARRICADE TYPE III BARRICADE PE III BARRICADE TYPE III BARRICADE W/FLASHERS W/FLASHERS W/FLASHERS W/FLASHERS OPHASE 2 INTERSECTION WORK — CEDAR STREET 32 S83HSVll/M Sa3HSVl!/M S83HSVIJ/M S83HSVlj/M 3aVD188VB III 3d.11 30VDIasV8 III 3dAl 30V3188v8 III 3dAl 343VDIdWE III 3dA1 ! 3 03SO1 > av0d W - Q � • • • • • • : rl r1 n J • • 0 100' O z 0 • (9 w 0 aN U_ � � W HN < <_5 aN 0] Wg< 100' • • • • • • • • • 0 OF OF "OF OF OF cRd ED OF L O`- 0 n O o f m a N > N y n TYPE III BARRICADE TYPE III BARRICADE TYPE III BARRICADE (MPE III BARRICADE d m a o A n W/FLASHERS W/FLASHERS W/FLASHERS W/FLASHERS z A Z N O � m Q Z T O PHASE 2 INTERSECTION WORK — RAMSEY STREET az N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: J prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Profession Engineer under the laws a of the State of innesot DNA" BY: 1 CIVII Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 j 763-427-5860 FAX 763-427-0520 of JO UM, P.E. CHECKED www.hakanson—anderson.com y Date 1 /12/24 Lic. No. 23461 20 0 20 40 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN — PHASE 2 SHEET 2024 BROADWAY & 7TH STREET INTERSECTION CONSTRUCTION 32 of IMPROVEMENT PROJECT BROADWAY STREET CITY OF MONTICELLO, MINNESOTA 104 SHEETS M0304 i 0 oY 25' �� • Pe �- 75LF CONCRETE BARRIERS 1Q F6 � J OMANHOLE CONSTRUCTION — MISC. LAYOUT 1 33 • 100' 75LF CONCRETE BARRIERS 1Q m IQ � Ia 332 MANHOLE CONSTRUCTION — MISC. LAYOUT U2 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Profession Engineer under the laws of the State of innesot DNAWN BY: SGJ j JO@ UM, P.E. CHECKED BY: iDate 1 /12/24 T Lic. No. 23461 TAE aLi o n¢ 100' —� 25'11' MIN. MANHOLE CONSTRUCTION — MISC. LAYOUT 3 T Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com REFERENCE NOTES: (I)CONCRETE BARRIERS SHALL MEET THE REQUIREMENTS OF MNDOT STANDARD PLATE 8337. BARRIERS SHALL BE PINNED TOGETHER. FURNISHING AND INSTALLING TEMPORARY PORTABLE PRECAST CONCRETE BARRIERS SHALL BE INCIDENTAL. y\ 20 0 20 40 i SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN - MISCELLANEOUS SHEET 2024 BROADWAY & 7TH STREET LAYOUTS 33 IMPROVEMENT PROJECT BROADWAY STREET of CITY OF MONTICELLO, MINNESOTA 1H04 M0304 I -OZA1 AMOM X?!OM 008 3 N Vl N?Jfll S83HSVIJ/M 30VO18"E3 III 3dA1 100' i't O a35019 O 3NW1 • , — z-na IFt 25 .. ' 100' 330 O �p C u , . `'' I-, aE- a+ O _ 0 Z J � d � U Z Ez N� DATE REVISION � J N¢ o a N U w ROAD � - WORK N AHEAD G w , �y W20-1 I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Profession Engineer under the laws of the State of �,finnesot DNAWN BY: iCIJ, SGJ j JO@ UM, P.E. CHECKED BY: iDate 1 L12L24 T Lic. No. 23461 TAE � WORK w w AHEAD o: I— J W20-1 n- Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com ft .! - l-OzM OV3HV NNOM avod GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. 3.THE TRAFFIC CONTROL SHOWN ON SHEETS 34-36 ARE FOR PAVING THE EAST BOUND LANES. IMMEDIATELY AFTER MILLING THE PAVEMENT THE CONTRACTOR SHALL CLOSE THE SOUTH EAST BOUND LANES SHOWN TO PROTECT VEHICLES FROM THE RAISED MANHOLES. MANHOLE RAMPS SHALL BE PLACED ON MANHOLE LIDS IN INTERSECTIONS OR AS NOTED. MANHOLE RAMPS SHALL BE MODEL NUMBER MSR28 BY AMERICAN HIGHWAY PRODUCTS, LIMITED OR APPROVED EQUAL. 4.SEE SHEET 39 FOR TRAFFIC CONTROL LAYOUT AT INTERSECTIONS. REFERENCE NOTES: FURNISH AND INSTALL MANHOLE RAMPS IMMEDIATELY AFTER MILLING. SEE GENERAL NOTE 3. 85' I W SEE U 92' 100' ROAD w ROAD WORK WORK AHEAD v1 AHEAD CD w W20-1 W20-1 z 3 l 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT t 100 0 100 200 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN - PHASE 3A EAST SHEET BOUND PAVING 34 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 RIVER STREET l—OZM t-0ZM Ov3Hv 03Hv HaOM A80M avoa avow 100, 105' 100 v W =W — V) W M M N SEE 1 } 90. 50' SEE 1 115' SEE 1 0 z z — Ez o j N� DATE REVISION � J N¢ o a N U W20-1 . I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I C�� am a duly Licensed Profession Engineer under the laws of the State of �,finnesot DNAWN BY: �11 a BSGJ Y: j } JO@ UM, P.E. CHECKED BY: iDate 1 /12/24 T Lic. No. 23461 TAE U GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. 3.THE TRAFFIC CONTROL SHOWN ON SHEETS 34-36 ARE FOR PAVING THE EAST BOUND LANES. IMMEDIATELY AFTER MILLING THE PAVEMENT THE CONTRACTOR SHALL CLOSE THE SOUTH EAST BOUND LANES SHOWN TO PROTECT VEHICLES FROM THE RAISED MANHOLES. MANHOLE RAMPS SHALL BE PLACED ON MANHOLE LIDS IN INTERSECTIONS OR AS NOTED. MANHOLE RAMPS SHALL BE MODEL NUMBER MSR28 BY AMERICAN HIGHWAY PRODUCTS, LIMITED OR APPROVED EQUAL. 4.SEE SHEET 39 FOR TRAFFIC CONTROL LAYOUT AT INTERSECTIONS. REFERENCE NOTES: 1Q FURNISH AND INSTALL MANHOLE RAMPS IMMEDIATELY AFTER MILLING. SEE GENERAL NOTE 3. f TRAFFIC ON NORTH ` r EAST BOUND LANE am Cf Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT s 100 0 100 200 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN - PHASE 3A EAST SHEET BOUND PAVING 35 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 550' 3NV� 100' Nanl .� , 25'IF 330' w U 0 Q ¢ d � U Z � K Ez N� DATE REVISION � J N Q o a N U 1—OZM 1-0ZM OV3Hy /xav!'00` t—OZM OV3Htl NaOM S83HSVIJ/M OVOa 3aV3148VB III 3dAl 7 Pik 200' OO dwna ` N ROAD WORK 3 AHEAD x W20-1 RIVER STREET I.-0ZM L—OZM OV3HV Ndom OV3HV av0d Adom atloa of-8M 03 dwna 1 oo' PAVEMENT JOINT 3� BUMP W8-1a FULL 80' WIDTH 1Q" �°'i � 7TRAFFIC FULL95' /100' WIDTH �1 SEE 2QJ ON SOUTH EAST BOUND LANE ROAD N00 w ROAD �' WORK w I I WORK w AHEAD w a N AHEAD ° N N W20-1 a Z ROAD WORK AHEAD 3RD STREET W20-1 I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Professiona,I Engineer under the laws of the State of innesot (dlfl DRAWN BY: ��yypp►�Q� SGJ jAAAi JO¢HUM, P.E. CHECKED BY: iDate 1/12/24 T Lic. No. 23461 TAE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com PAVING COMPETE TO HERE ON i—OZM SOUTH LANE 10 Otl3Htl A"Ul" OVoa rn R 85' LEGEND WEAR COURSE COMPLETE WORK ZONE GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. 3.ONCE THE PAVING IS COMPLETED PAST NEW STREET THE CONTRACTOR SHALL REMOVE THE TURN LANE CLOSER ON HIGHWAY 25. THE CONTRACTOR SHALL CLOSE THE APPROPRIATE LANE PER MINNESOTA TEMPORARY TRAFFIC CONTROL FIELD MANUAL LAYOUT 57. 4.THE TRAFFIC CONTROL SHOWN ON SHEETS 34-36 ARE FOR PAVING THE EAST BOUND LANES. 5.SEE SHEET 39 FOR TRAFFIC CONTROL LAYOUT AT INTERSECTIONS. REFERENCE NOTES: 1� THE WEAR COURSE SHALL BE PLACED OVER THE FULL WIDTH OF THE SECTION FROM THE SOUTH CURB LINE TO THE MEDIAN ON EACH DAYS RUN. AT THE INTERSECTION THE CONTRACTOR SHALL PAVE UP TO AND PROVIDE A TAPERED JOINT AS SHOWN ON EACH DAYS RUN. (I)THE LIMITS OF THE PAVING SHOWN ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE THE TERMINATION POINT OF PAVING EACH DAY SUCH THAT THE WEAR COURSE IS PLACED OVER THE FULL WIDTH OF THE SECTION ON EACH DAYS RUN. 03 CONTRACTOR SHALL PROVIDE "BUMP" (W8-1a) SIGNS AT ALL INTERSECTIONS. CONTRACTOR SHALL LEAVE SOUTH EAST BOUND LANE CLOSED UNTIL WEAR COURSE IS COMPLETED 100' ,U T= > > > f m /A� =w A AX cA—i i i i n vt AHEAD n 0 S C W20-1 3 t 100 0 100 200 -� -1 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN — PHASE 3B EAST SHEET 2024 BROADWAY & 7TH STREET BOUND PAVING 36 OF IMPROVEMENT PROJECT BROADWAY STREET CITY OF MONTICELLO, MINNESOTA 1HEETS 04 M0304 �h till." a 01 - r' r 750' i 0 d i z Ez o j N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: J prepared by me or under my direct supervision and that I CJJ a am a duly Licensed Profession Engineer under the laws of the State of f�,finnesot DRAWN BY: �11 SGJ } JO@ UM, P.E. CHECKED BY: y iDate 1 /12/24 T Lic. No. 23461 TAE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com �70-1 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. 3.THE TRAFFIC CONTROL SHOWN ON SHEETS 37-38 ARE FOR PAVING THE WEST BOUND LANES. 4.SEE SHEET 39 FOR TRAFFIC CONTROL LAYOUT AT INTERSECTIONS. Y \ 100 0 100 200 -� -I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN - PHASE 4A WEST SHEET BOUND PAVING 37 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 i 0 oY PAVING COMPLETE - TO HERE ON NORTH LANE �2 all -77116�i' b - ► rr�•a fir. a REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Profession Engineer under the laws of the State of innesot DRAWN BY: SGJ j JO@ UM, P.E. CHECKED BY: iDate 1 /12/24 T Lic. No. 23461 TAE TRAFFIC ON NORTH .WEST�BODUND LANE ��° M x Q FULL WIDTH d, _ � a TYPE III BARRICADE W/FLASHERS 25' 25' Z �pPp Z WpRK ct 200' pNEPp L-- G rn LP o, RppO � pHE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. PROVIDE A BREAK IN CHANELIZER DEVICES AT ALL INTERSECTIONS AND DRIVEWAYS TO ALLOW FOR ACCESS. 3.ONCE THE PAVING IS COMPLETED PAST HART BOULEVARD THE CONTRACTOR SHALL REMOVE THE TURN LANE CLOSER ON FENNING AVENUE. THE CONTRACTOR SHALL CLOSE THE APPROPRIATE LANE PER MINNESOTA TEMPORARY TRAFFIC CONTROL FIELD MANUAL LAYOUT 57. 4.THE TRAFFIC CONTROL SHOWN ON SHEETS 37-38 ARE FOR PAVING THE WEST BOUND LANES. 5.SEE SHEET 39 FOR TRAFFIC CONTROL LAYOUT AT INTERSECTIONS. REFERENCE NOTES: THE WEAR COURSE SHALL BE PLACED OVER THE FULL WIDTH OF THE SECTION FROM THE NORTH CURB LINE TO THE MEDIAN ON EACH DAYS RUN. AT THE INTERSECTION THE CONTRACTOR SHALL PAVE UP TO AND PROVIDE A TAPERED JOINT AS SHOWN ON EACH DAYS RUN. (�2 THE LIMITS OF THE PAVING SHOWN ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE THE TERMINATION POINT OF PAVING EACH DAY SUCH THAT THE WEAR COURSE IS PLACED OVER THE FULL WIDTH OF THE SECTION ON EACH DAYS RUN. �3 CONTRACTOR SHALL PROVIDE "BUMP" (W8-1a) SIGNS AT ALL INTERSECTIONS. Y \ 100 0 100 200 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN - PHASE 4B WEST SHEET BOUND PAVING 38 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 i 0 Q d U z z Ez o j No DATE REVISION � J N Q o a N U t 1 9 • OO I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Professions Engineer under the laws of the State of `_ raesot DRAWN BY: CIVII Engineers and Land Surveyors ¢w SGJ 3601 Thurston AveAnoka, Minnesota 55303 RAIrG JO UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 j iDate 1/12/24 Lic. No. 23461 TAE www.hakanson—anderson.com GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 2. THE GENERAL TRAFFIC CONTROL LAYOUT ON THIS SHEET SHALL BE USED TO TEMPORARILY CLOSE INTERSECTIONS FOR PAVING. THE INTERSECTION SHALL BE REOPENED IMMEDIATELY AFTER THE COMPLETION OF THE PAVING. CONTRACTOR SHALL NOTIFY PROPERTY OWNERS OF THE TEMPORARY CLOSURE. CEDAR STREET CLOSE LEFT TURN LANE PER MINNESOTA TEMPORARY TRAFFIC CONTROL FIELD MANUAL LAYOUT 33 30 0 30 60 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL PLAN — PHASE 3 AND 4 39 2024 BROADWAY & 7TH STREET INTERSECTION PAVING 39 IMPROVEMENT PROJECT BROADWAY STREET OF CITY OF MONTICELLO, MINNESOTA 1"04 M0304 I _I I D �Dbl I I BEGIN^ S.A.P. 086-675-020 J END S.A.P. 222-020-001 <- STA - 0+63 O+I00 ° 0!'1 -BUR p-BUR RIDA MONTICELLO PB\ LLC 135 \\ 1+00 If— I 1+00 I 2+00 STEVEN K-P STEVEN K-P KATELYN J I i F LEGEND PROPERTIES 141 PROPERTIES FARNSWORTH w BITUMINOUS MILL - SEE 1 UNASSIGNED 155 0 6 0 EXISTING CONCRETE PAVEMENT SAWCUT 147LF CONCRETE PAVEMENT STORM STRUCTURE NUMBER REMOVE 53 SY CONCRETE PAVEMENT 505 506 �'• GENERAL NOTES: — n • - 1. SEE PEDESTRIAN RAMP TABULATION FOR REMOVAL • o INFORMATION AT PEDESTRIAN RAMPS. 'r•• � R' B=kP �P-v-fie re- - REFERENCE NOTE: 504 P-BUR B°R '-BUR P-BUR 1Q REMOVE CASTING AND RINGS. SALVAGE TREE GRATE J PROTECT GATE VALVE. ADJUST IF REQUIRED TO MATCH nowSALVAGE TREE GRATE 3+00 0 4+ 0 FINAL GRADE. a a s (3) THE CONTRACTOR SHALL CLEAR AND GRUB AND DISPOSE �\ ALL TREES IN THE CENTER MEDIANS FROM STATION 6+65 TO 27+70 UNLESS NOTED TO PROTECT. THIS WORK SHALL BE INCIDENTAL. CONTRACTOR SHALL EXCAVATE AND DISPOSE ALL SOIL SHRUBS TREE p O STUMPS, MULCH, FABRIC, IRRIGATION PIPE, AND OTHER MISCELLANEOUS ITEMS IN THESE MEDIANS TO A v ELEVATION 6" BELOW THE TOP OF THE CURB. THIS �— WORK SHALL BE PAID PER ITEM 2106.607 EXCAVATION O -SPECIAL. t (a)STRUCTURE TO BE REMOVED. SEE STORM SEWER » i41MTABULATIONS FOR REMOVAL INFORMATION. w(3 REMOVE 12LF CONCRETE CURB AND GUTTER TO N CONSTRUCT A MAINTENANCE ACCESS. SEEe4 . • •] . d .¢ ° zi° n . O ^ ° • • ° II— P-B� P-e : ks° PO BUH ° 3+00 REMOVE TREE GRATE (INCIDENTAL) IY SAWCUT 22LF CONCRETE PAVEMENT / / MICHAEL CA TER J GR BR TREE /jl,lil / REMOVE 15 SY CONCRETE PAVEMENT COINS & P °B / SAWCUT 23LF BITUMINOUS PAVEMENT COLLE 148 ° J o / SAWCUT 32LF CONCRETE PAVEMENT / CITY OF CIVIL REMOVE 39 SY CONCRETE PAVEMENT ( MONTICELl ENGINEERING _ NICOLLET CITM OF MONTICELI�O EDA 112 ISITE I CITY OF MONTICELLO EDA 130 1 ICITY OF M UNASSIGNEDLLC INVESTMENTS EDA UNASSIGNED LLC 154 Uj B.N Uj it o: s 0 Lul CITY OF MONTICELLO EDA 201 CITY OF MONTICELLO EDA 249 I CITY OF MONTICELLO STEPHEN R & STEPHEN R & EDA 255 PALLET TE A CONROY \ PAULETTE A CONROY - SAWCUT 1OLF CONCRETE PAVEMENT SAWCUT 1OLF CONCRETE PAVEMENT - SAWCUT 1OLF CONCRETE PAVEMENT REMOVE 4 SY CONCRETE PAVEMENT REMOVE 8 SY CONCRETE PAVEMENT REMOVE 4 SY CONCRETE PAVEMENT SAWCUT 1OLF CONCRETE PAVEMENT SAWCUT 1OLF CONCRETE PAVEMENT REMOVE 3 SY CONCRETE PAVEMENT REMOVE 6 SY CONCRETE PAVEMENT 1 4 A P-&IR P-OHZ P-OH P- P-OH -Jn� P-OH P OH P-OH P-OH P-OH P-OH 5+00 6+00 7+00 I ! II 11 Ii I! I I SEE n� rT > Ljj 5+00 6+00 ¢1 1 s eP-B uR =B4R - R -eu - u o T 3 I 0 a � I I z w MICHAEL V E c� MICHAELIS o w 200 N � M I UNASSIGNED 261 SAWCUT 10LF CONCRETE PAVEMENT --SAWCUT 1OLF CONCRETE PAVEMENT REMOVE 36 SY CONCRETE PAVEMENT\ REMOVE 3 SY CONCRETE PAVEMENT I � T. I� • . . ` 1Bp�I, P^OH 8+00 1 < 8+00 I I k < P-BUR P-BUR IPUR .�,. P- R P-BUR BUR P-BUR - SAWCUT 1OLF CONCRETE PAVEMENT REMOVE 4 SY CONCRETE PAVEMENT o DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: N j prepared by me or under my direct supervision and that I CJJ a rofessional Engineer under the laws am a duly Licen�nn,2, N a of }he State ofaIJ DRAWN BY: SGJ j OCUM, P.E. iDate1Z1Z/24 CHECKED BY: a� Lic. No. 23461 TAE TARGET PROPERTIES LLC 250 20 0 20 40 1 SCALE IN FEET 9+00 I- r SEE 9+IW �4 510 » -LAJ w » N I 20 0 20 40 SCALE IN FEET IRENEE A OLSON 306I S.A.P. 086-675-020 S.A.P. 222-020 -001 Hakanson Anderson EXISTING CONDITIONS AND REMOVALS PLAN SHEET Civil Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET Y OF 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT BROADWAY STREET www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SH04 M0304 508 W W ac STEPHEN R & LYLE S TRUNNELL JAKE L GOHL & JOE & NORMA NEU 319I� EMIL W JR & DONALD E & BONNIE T LEGEND PAULETTE A CONROY SAWCUT 10LF CONCRETE PAVEMENT 301 CLAIRE E WASS MARY J DORF 331 HICKMAN 355 BITUMINOUS MILL - SEE 6 261 REMOVE 13 SY CONCRETE PAVEMENT 313 -SAWCUT 1OLF CONCRETE PAVEMENT 0 EXISTING CONCRETE PAVEMENT SAWCUT REMOVE 3 SY CONCRETE PAVEMENT REMOVE14 SY CONCRETE PAVEMENT 501 STORM STRUCTURE NUMBER \ / SAWCUT 1OLF CONCRETE PAVEMENT REMOVE 10 SY CONCRETE PAVEMENT W 12EMOVE PIPE FROM GENERAL NOTES: a TRUCTURE 513 TO 514 Q,o 1. SEE PEDESTRIAN RAMP TABULATION FOR REMOVAL 512 aN. 513 — — — — — — — — — — — -- — — — — — — — — — — — — — — — ° INFORMATION AT PEDESTRIAN RAMPS. Z �. ° ° •• 1 ° ° • e� ° �% ° e ° e ° , ° REFERENCE NOTE: on P-on_o P-oH off P-ox�POBP-oH �P-on P-oB c-oHP-oH P-oH- PJoH S4 P-01 P-OH P-OH M •oI�J�P- P-OH- QREMOVE CASTING AND RINGS. PROTECT I 514 I © PROTECT GATE VALVE. ADJUST IF REQUIRED TO MATCH FINAL GRADE. CURB STOP 9+00 © 10+0 11+00 12+00 13+00 3Q THE CONTRACTOR SHALL CLEAR AND GRUB AND DISPOSE t �— —I I ALL TREES IN THE CENTER MEDIANS FROM STATION PROTECT (3) TREE I 6+65 TO 27+70 UNLESS NOTED TO PROTECT. THIS SEE WORK SHALL BE INCIDENTAL. CONTRACTOR SHALL EXCAVATE AND DISPOSE ALL SOIL, SHRUBS, TREE _ STUMPS, MULCH, FABRIC, IRRIGATION PIPE, AND OTHER P-BUR MISCELLANEOUS ITEMS IN THESE MEDIANS TO A > BUR P-BUR P UR P-BUR P-BUR P-BUR P- UR o P ELEVATION 6" BELOW THE TOP OF THE CURB. THIS MEW S ° I WORK SHALL BE PAID PER ITEM 2106.607 EXCAVATION a - SPECIAL. F o / 30 ® STRUCTURE TO BE REMOVED. SEE STORM SEWER w w-00 I \ 10+00 11+00 Q 12+00 e' 13+00 w TABULATIONS FOR REMOVAL INFORMATION. m > (5)REMOVE 12LF CONCRETE CURB AND GUTTER TO f/1 O w » CONSTRUCT A MAINTENANCE ACCESS. SEE 4 b AE(n / y SAWCUT CONCRE4E PAVEMENT LF \ SAWCUT 20LF CONCRETE PAVEMENT REMOVE 9OSY CONCRETE PAVEMENT I I RENEE A REMOVE 11 SY CONCRETE PAVEMENT OLSON UNASSIGNED DARYL T DARYL T ROBERT DITH& ROSSBERG DARYL T ROSSBERG KENDALL R SCHUMANN & ROBERT & JU201 zo 0 20 ao (RENEE A OLSON 306I �SCOTT WANNER 3181 RASMUSSEN RASMUSSEN 201 UNASSIGNED ROSSBERG 336 UNASSIGNED RICHELLE J MUIR 348 UNASSIGNED NEW STREET SCALE IN FEET r I ADAM P WAULTERSI IBRANDON MAROHN 4191 (EARL R JR & DEBORAH NICOLE REDMAN & I w 401 DOMKE 431 I SHANE REDMAN 449 SAWCUT 10LF CONCRETE PAVEMENT - N REMOVE 7 SY CONCRETE PAVEMENT REMOVE PIPE FROM Mr ° 518 z STRUCTURE 519 TO 520 519 _ ° J I �-° — — — — — — — — — — — — — — — J 3 L o� •° P- BR P-oH ° off " P-UB�1 . P-Bn P-on✓ P-on Pi -on P-oH Pon P-oH ° P off P-oH NA qH> P-71 BR _ P-BR P-aR M`�'�'� 520 I14+00 / 15+00 a - 18+00 71 I SEE Q3 SEE P-BUR P-BUR I P- - UR P- - -BUR P-BURP-BUR P-BUR P-BUR P-BUR -- -o - UR P- -BUR o P-BUR -Log - PROTECT (2) TREE m 14+00 15+00 16+00 17+00 - 18+W) QI V n Iz.< w-» LLJ �< rn » Vl 517 W r MI 515 516 ° -- Fit- ofui F—F o eo 3 REMOVE PIPE FROM SAWCUT 1OLF CONCRETE PAVEMENT / SAWCUT 1OLF CONCRETE PAVEMENT o w STRUCTURE 517 TO 516 SAWCUT 12LF BITUMINOUS PAVMENT REMOVE 10 SY CONCRETE PAVEMENT a Z 6 SY CONCRETE PAVEMENT REMOVE REMOVE7 SY BITUMINOUS PAVEMENT 3 \ 20 0 20 40 z z SCALE IN FEET E DEAN A BUSCHE 4061 DUANDERSON424 HEATHER MARILYN SAGER 426 RODRIGUUEZ 454 S.A.P. 222-020-0011 N � DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: - EXISTING CONDITIONS AND REMOVALS PLAN SHEET N j prepared by me or under my direct supervision and that CJJ Hakanson Anderson o am a duly Licen�nn, rofessional Engineer under the laws 2024 BROADWAY & 7TH STREET 41 N a of the state ofota BRON BY: 1 Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 °F _� ij IJOC UM, P.E. CHECKEDRr: 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT BROADWAY STREET a! iDatel/12/24 Lic. No. 23461 TAE www.hakanson-anderson.com CITY OF MONTICELLO, MINNESOTA sHo Y M0304 REECE S BREGENZER CAPITAL SEVEN LLC MICHAEL K HOLKER BRADLEY W & LEGEND 1 112 WRIGHT STREET 519 537 DENISE R MILEY BITUMINOUS MILL - SEEe r 549 r REMOVE PIPE w SAWCUT 1OLF CONCRETE PAVEMENT - w FROM STRUCTURE w w 0 EXISTING CONCRETE PAVEMENT REMOVE 3 SY CONCRETE PAVEMENT W 525 TO 526 r -SAWCUT 26LF CONCRETE PAVEMENT N SAWCUT 1OLF CONCRETE PAVEMENT N 501 STORM STRUCTURE NUMBER r SAWCUT 1OLF BITUMINOUS PAVEMENT REMOVE 12 SY CONCRETE PAVEMENT } c� Ld REMOVE 6 SY CONCRETE PAVEMENT \ Cx p M GENERAL NOTES: 3 L — — — — -- ° ` � o — — — — — — — — — J 4 525 _ 1. SEE PEDESTRIAN RAMP TABULATION FOR REMOVAL ji" • I INFORMATION AT PEDESTRIAN RAMPS. _.� —, —„— —,—° ° — — — - — — — — — i.Z— — — — — — � �� n P- ° I• _ ♦ `� • REFERENCE NOTE: -OH - P-OH P-oH P-OH P-oH M M P-OH P-oH P-oH R P-oH duo P-oH -oH P-BH P-oHM P P-oH off P-OH P-o P-cH - P-o„n P — P�BH REMOVE CASTING AND RINGS. 522 524 526 PROTECT GATE VALVE. ADJUST IF REQUIRED TO MATCH 18+00 19+0 20+00 2 +00 a FINAL GRADE. — I I I I (5)THE CONTRACTOR SHALL CLEAR AND GRUB AND DISPOSE SEE, (j ALL TREES IN THE CENTER MEDIANS FROM STATION �O 6+65 TO 27+70 UNLESS NOTED WORK SHALLBE INCIDENTAL..CON CONTRACTOR IS ORSHALL _ - EXCAVATE AND DISPOSE ALL SOIL, SHRUBS, TREE P-BUR P-BBR P-BBR STUMPS, MULCH, FABRIC, IRRIGATION PIPE, AND OTHER -sUR P-L* B P BUR P-BBR P-BUR P-BUR P-BUR P-BUR BBR P-BBR P-B R P-BUR MISCELLANEOUS ITEMS IN THESE MEDIANS TO A I ELEVATION 6" BELOW THE TOP OF THE CURB. THIS WORK SHALL BE PAID PER ITEM 2106.607 EXCAVATION 3 - SPECIAL. 1W+00 19+00 \ 20+00 21+00 2°+00 I ® STRUCTURE TO BE REMOVED. SEE STORM SEWER TABULATIONS FOR REMOVAL INFORMATION. O O �w (3) REMOVE 12LF CONCRETE CURB AND GUTTER TO CONSTRUCT A MAINTENANCE ACCESS. SEE(j) 521 523 0 w w - --� I Y 20 0 20 40 BRIAN KLUCSAR COLE D BIEBER & MARIA L HAMLIN & MARK R & LEE ANN IIIIIIIIIIIIN 204 WRIGHT STREET CHEYENNE NELSON 512 JENNIFER MUELLER 5301 ZEIPELT 548 SCALE IN FEET ROGER ADOLPH CARLSON & I MARK J BURANDT & ANNE ERIC & MELANIE STUBER ILARRY WIPPER 7071 SHIRLEY ANNLEIN REVTR C COLE 613 655 01SAWCU PAVEMENT— REMOVE CONCRETE PAVEMENT z o 527 a L, —« 528 w0 R �P_01 P-o — P-oR — - - P-OH -oR —� P-oR�— P-oR A °P-o1 �•P-oH ° P-oH P-oH P-oH Q P-oH P-oH P-`cC� a P-c = — P-oH P-q��P-oB 4. P-RB P LOD z PROTECT 23+00 24+00 25+00 CURB STOP WOO SEE ill Y P-BUR P-B R P-BUR 'PU P-BUR P-BUR a° P-BUR P-BUR - ° ° —a ° P-B^R ° °P-BU 1pi®'IR P- P-BUR - ° P-BU P- P UR P�1�G_M' SEE © r O 23+00 24+00 25+00 26+00 w m fn `> N CURBS STOP O » w o � 0 ----Lj 1 7 M y o SAWCUT 1OLF CONCRETE PAVEMENT SAWCUT 10LF CONCRETE PAV M NT�� e z REMOVE 11 SY CONCRETE PAVEMENT REMOVE 7 SY CONCRETE PAVEMENT a y` LU Z 20 0 20 40 z SCALE IN FEET aW MELANIE C MARDIS & /¢ ELDON L & ERNAIBP MN LLC 700 20 JAMES L MARDIS 6061 �MARY E EGAN 618I I DANIELS 642 I S.A.P. 222--0 N � S.A.P. 22-02020-001 0 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: EXISTING CONDITIONS AND REMOVALS PLAN x N j prepared by me or under my direct supervision and that CJJ , Hakanson Anderson am a duly Licen�nn, rofessional Engineer under the laws 2024 BROADWAY & 7TH STREET a of the state ofota DHewNar: Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET J. JOC UM, P.E. CHECKED Br: 763-427-5860 FAX 763-427-0520 Datel/I2/24 Lic. No. 23461 TAE www.hakanson-anderson.com CITY OF MONTICELLO, MINNESOTA M0304 LARRY WIPPER HANNAH CALDER TIMOTHY P & DEBRA A DENNIS J & AMY L Ij SAWCUT 8LF CONCRETE PAVEMENT THOMA 0 W& LISATONGROSSNIICKLE LEGEND 1 713 WHITACRE 731 I ROBERTSON 743 I. BITUMINOUS MILL - SEEe SAWCUT 17LF BITUMINOUS PAVEMENT �a REMOVE 13 SY CONCRETE PAVEMENT SAWCUT 1OLF CONCRETE PAVEMENT SAWCUT 15LF CONCRETE PAVEMENT 0 EXISTING CONCRETE PAVEMENT SAWCUT 28LF BITUMINOUS PAVEMENT REMOVE 30 SY BITUMINOUS PAVEMENT .e Z SAWCUT 39LF BITUMINOUS PAVEMENT � ^ REMOVE 31 SY BITUMINOUS PAVEMENT 0 - 532 REMOVE 25 SY CONCRETE PAVEMENT REMOVE PIPE 501 STORM STRUCTURE NUMBER ° ° _ � REMOVE 19 SY BITUMINOUS PAVEMENT I ° FROM STRUCTURE 531 D z — — — — — \ — — — 531 TO 530 _ e wO _ GENERAL NOTES: �— • e J- �l D ° b ©a - — — — — — 1. SEE PEDESTRIAN RAMP TABULATION FOR REMOVAL P-OH P-OH P-C" _�=H P-OH P_OH • P-OH o - JVi P-OH n > N P-oH E P- " P-oH P-oH INFORMATION AT PEDESTRIAN RAMPS. �P-On P-o' P-BH . -O" ° Ori-- - REFERENCE NOTE: SAWCUT 18LF CONCRETE PAVEMENT 530 _ 1Q REMOVE CASTING AND RINGS. REMOVE 4 SY CONCRETE PAVEMENT + 30+00 27+00 028+00 I I � 31+00 Q PROTECT GATE VALVE. ADJUST IF REQUIRED TO MATCH FINAL GRADE. SEE 03 PROTECT (2)_, — \ _ O3 THE CONTRACTOR SHALL CLEAR AND GRUB AND DISPOSE ALL TREES IN THE CENTER MEDIANS FROM STATION TREE 6+65 TO 27+70 UNLESS NOTED TO PROTECT. THIS WORK SHALL BE INCIDENTAL. CONTRACTOR SHALL EXCAVATE AND DISPOSE ALL SOIL, SHRUBS, TREE �% P_B —� / ��+� ° L SAWCUT 19LF CONCRETE PAVEMENT J - , STUMPS, MULCH, FABRIC, IRRIGATION PIPE, AND OTHER REMOVE 5 SY CONCRETE PAVEMENT \ Im p ^, e MISCELLANEOUS ITEMS IN THESE MEDIANS TO A ELEVATION 6" BELOW THE TOP OF THE CURB. THIS m WORK SHALL BE PAID PER ITEM 2106.607 EXCAVATION ,w+00 28+00 29I00 30i0 2 O - 31+00 � - SPECIAL. wI --' �' m ® STRUCTURE TO BE REMOVED. 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JOC UM, P.E. cNECKEo Er: 763-427-5860 FAX 763-427-0520 104 iDate1L12/24 Lic. No. 23461 TAE www.hakanson-anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 b LEGEND MONTI-BIG LAKE COMM HOSPITAL _ b D°° ��'— — D BITUMINOUS MILL - SEE UNASSIGNED 6 EXISTING CONCRETE PAVEMENT GENERAL NOTES: 1. SEE PEDESTRIAN RAMP TABULATION FOR REMOVAL INFORMATION AT PEDESTRIAN RAMPS. REFERENCE NOTE: REMOVE CASTING �' + 00 3 +00 36+0= I �Q 'w+00 WI 2 W 0" 38+00 1 39+00 3 1 40+00 0 W - _: ---- r T-BUR T-sure N i-BUR T-BUR T-BUF T-BUR T-BUR T-BUR i-BUR T T-BUR ' -BUR BUR T-BUR T-BUR t-BUR -BUR i-e'IuR -- R T-BUR - G G G �irF G G G G G G G G G G ° • G G r G G BUIY � 7FO-GUR GD 4 ° °FO-BUR FO-8GR FO-BUR FO-BUR FO-BURFO-BUR FO-BUR— FO-BUR GFO-BUR /% FO-BUBO FO- U G G G r G FO-BUR FO-BUR -BUR O=BUR_ — 0-BUR -- — B R F F 0-BUR O-BBR INDEPENDENT SCHOOL SAWCUT 8LF CONCRETE PAVEMENT DIST 882 800 SAWCUT 8LF BITUMINOUS PAVEMENT REMOVE 14 SY CONCRETE PAVEMENT �Q3) 37+00_ — — — ° I — — MONTI-BIG LAKE COMM HOSPITAL D . W UNASSIGNED — — — — — — — — — — — — — — — e a — — — — — — — — — — - ° b H FO-BUR O_ U P- R = - P-BUR BOOR N FO-BUR 'y0 BUR rv-ar -BUR f0-BUR OUR = Z_ W ° ° ry do r F__ P - ��F __. P BUR P BUR 41+00 1 42+ I I w 0 41+00 I I ¢LLJ 3 a 0 W -BUR w Cn R T-BUR --8.- T-BUR T-BUR - � aI � M O 0 -�FO-BUR Z_ �-Bu c 6 C O- FO-BUR FO-BUR FO-BUR FO-BUR FO-BUi _ — — — — — — — — z US I E c� a.W N � o DATE REVISION N J a� N w z z �Y 12+0 T-BUR T-BUR IFBUH T-� -G - FO-BUR FO-BUR FO BUR - 43+00 I I SAWCUT 14LF CONCRETE PAVEMENT I U I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Lien d Professional Engineer under the laws of the State of nnesota DRAWN BY: SGJ j Ala IJOC UM, P.E. CHECKED Br: iDate IZ1Z/24 Lic. No. 23461 TAE 43 PF®DRu�— REMOVE 14LF CURB AND GUTTER 44+00 REMOVE 13 SY CONCRETE PAVEMENT SALVAGE SIGN SALVAGE HANDHOLE CASTING REMOVE 14LF CURB AND GUTTER >0 z I I (INDEPENDENT SCHOOL DIST 882 800 Hakanson Anderson 1� Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com � a a 44+00 w� I m T �/w BUR T-BUR T-BURG T-BUR F 0-BUR 10-BUR F0-1U1 FO-BUR �FO-BUR F / G OG — — — — — — — — —O— —G G- e e Q 20 0 20 40 i T SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 -001 EXISTING CONDITIONS AND REMOVALS PLAN SHEET 44 BROADWAY STREET CITY OF MONTICELLO, MINNESOTA sH04 M0304 (2) PROTECT GATE VALVE. ADJUST IF REQUIRED. (3) STRUCTURE DOES NOT REQUIRE A INLET PROTECTION DEVICE. 20 0 20 40 T SCALE IN FEET 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT MARY K BONDHUS IR PROPERTY MONTI—BIG LAKE COMM HOSPITAL I III I TR CANDACE SEIDL & DIANE LEGEND 1 UNASSIGNED i ma�yy,, p FALES TR UNASSIGNED BITUMINOUS MILL —SEE 6 �F — — — F G — — — — — _ ❑ EXISTING CONCRETE PAVEMENT o-B R o Ro-e — Fo-BUR Fo-BUR Fo-BUR Fo-sure Fo-BUR Fo-BUR Fo-BUR Fo-Bure ro-BUR - ro-suR � � ,Yre �— Fo-Bure o-BUR —BUR-BUR Fo-BUR GENERAL NOTES: R-BUR R_BGR R_BGR P_BGR ,_R„R BR L—„� 1O �°,, �% 1. SEE PEDESTRIAN RAMP TABULATION FOR REMOVAL INFORMATION AT PEDESTRIAN RAMPS. O REFERENCE NOTES: / �1 STRUCTURE DOES NOT REQUIRE A INLET PROTECTION /O DEVICE. / 20 REMOVE 12LF CONCRETE CURB AND GUTTER TO 45i00 46i00/ 47i00 48i00 49+00 CONSTRUCT A MAINTENANCE ACCESS. SEE(:K ❑ / 1 6. w 46+00 47+00 w V I V I nnm - T-BUR T-BUR T-BUR T-BUR I6 a T-BUR J T-BURS T-BUR U T-BUR U T-BUR tlT-BU0 tl T-BUR T-BUR T-BUR — —t' G /G G G G G G G G G G G G G G G- FO-BUR FO-BUR �FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR / G / G G G G G G G G (INDEPENDENT SCHOOL DIST 882 800 ww( 3 J o 49+09 I SEE 2 I m w « « G « G « G G 4 G G G G G G - T-8 RT-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR FO-BV FO-BUR FO-BUR FO-BUR FO-BUR FO—R FO—R FO—R FO—R FO-BUR FO-BUR G G —G —G— —G— G ❑ G — - — G — - — - — G — - — G I20 0 20 40 SCALE IN FEET MARY K BONDHUS IR PROPERTY I TR CANDACE SEIDL & DIANE FALES TR UNASSIGNED — — — — — — — — — — — — — — — — — — — — — — — — — — — — > - — - — — — 50+00 51+00 52+00/ 53+00 I I I I I I I I LLJ ❑ � To > / ww o m 50+00 51+00 52+00 53+00 54+W1 o � N ❑ ❑ w G GAG � G G G G G G G G� G G G - G G ❑ G� G G G G G �� G G 0 5 M T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR 1-BUR T-BUR T-BUR T-BUR T-BU T-BUR T-BUR T-BUR - T-BUR T-BUR uRV T-BVR T-BUR - BUR T-BUR - U T- I (�j G G G G G G C G G G G G G G G G G G G G _ 0 — FG-BUR FO-BUR FO-BUR — FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BBR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FD-BUR FO-BUR FO-BUR FO-BUR _ \ z Z ' J i 20 o 20 40 z- o' > w z SCALE IN FEET az R INDEPENDENT SCHOOL (MAK B10USI N w DIST 882 800 /« 400 \ S.A.P. 086-675-020 N o S.A.P. 222-020-001 o DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: EXISTING CONDITIONS AND REMOVALS PLAN x N j prepared by me or under my direct supervision and that CJJ , Hakanson Anderson am a duly Licen�nn, rofessional Engineer under the laws 2024 BROADWAY & 7TH STREET a of the state ofota Deewxar: Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET J. JOC UM, P.E. CHECKED Br: 763-427-5860 FAX 763-427-0520 Datel/I2/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA M0304 LEGEND BITUMINOUS MILL — SEE _ 6 P-pH P-pH P-OH P-OH P-OH P-OH m P-OH P-OH P-OH P-OH EXISTING CONCRETE PAVEMENT GENERAL NOTES: s 1. SEE PEDESTRIAN RAMP TABULATION FOR REMOVAL / INFORMATION AT PEDESTRIAN RAMPS. REFERENCE NOTES: 10 STRUCTURE DOES NOT REQUIRE A INLET PROTECTION DEVICE. 54+00 / 55+00 56+00 57+00 58+00 (2 REMOVE 12LF CONCRETE CURB AND GUTTER TO _ i CONSTRUCT A MAINTENANCE ACCESS. SEEe. 7 / LO � 3 w 55+00 56+00 57+00 5�p 00 W I I I I I I I m x V) W L` I I W Vw) - N G c c c c c c i-BUR i-BUR T-BUR T-BUR T-BUR T�UR T-BUR T-BUR T-BUR T-BUR -� 33RnG T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR « « GG G G �G G G G G-G G GG' G G G�`< G« G« G« j G G G �. G�ig�G= '^ FOB FO-BUR FO-BUR Fp G T-BUR -BUR -BUR FO-BUR FO-BUR '.-BUR G G G G G G '.-BUR FO-BUR FO-BUF C\ - - - - - - - - - - - - - - - - - - - 0 --- - - - UR FO-BUR FO-BUR FO < MARY K BONDHUS 20 a 20 40 \ REVTR 1400 SCALE IN FEET o __ P-OH P-OH P-OH P-OH P-OH + P- I� P-OH -OH P-OH P-OH P-OH P'OH n- 4 - ^� r P-OH p 0- „H P-OH - _ Q J P -` - ~ $ 4 m 7 5+00 60+00 1 61+00 62+00 63+00 /¢ I I I II I I I a SEE Q d w 1� > o 59+00 60+00 62+00 63+W) Q /¢ W V1 a V1 w G G G G G\ E \ D •« i i-BUR T-BUR -BUR T-BUR T-BUR o T-BUR T-BUR i - T-BUR T-BUR i-BUR T-BUR o T-BUR - w M T-BUR i-BUR i-BUR T-BUR R Ti BUR T Ufi T-BUR T-BUR - T-BUR BUR G�G G G G G« G« G G G G G G G ¢G G $ G G - O G G G G -�v G « « 3 � G 1 G G p Z BUR J j-I G G G Lf G G G G Q BUR FO�IR FO BUR �O�BR �� o BOR'----FB�BURYE UR- f�-BUP-R- -FO�VF -FOUR BUR FO Fp-BUR FO-BUR FO-B FO-BUR FO 'BUR z FO-BUR ro-BUR 20 0 20 40 SCALE IN FEET az MARY K BONDHUS I REVTR 1400 1 S.A.P. 086-675-020 N � S.A.P. 222-020-001 0 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: EXISTING CONDITIONS AND REMOVALS PLAN SHEET N j prepared by me or under my direct supervision and that CJJ , Hakanson Anderson am a duly Licen�nn,2, rofessional Engineer under the laws 2024 BROADWAY & 7TH STREET 46 a of the state ofot,BRON rt: Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303IMPROVEMENT PROJECT BROADWAY STREET jj J. JOC UM, P.E. CHECKED Rr: 763-427-5860 FAX 763-427-0520 104 y iDate1L12/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 CITY OF MONTICELLO I STEVEN G & THOMAS E °e ° — -� <�� LEGEND a HOGLUND 1501 _ —uR ro-BUR 1431 HART BOULEVARD — — — — — — — — _ _ _ _ _ _ _ _ P °_ _ F°= o BUR - BITUMINOUS MILL -SEE P-OH P-OH P-OH P OH P-OH F j 6 P-OH P-OH P-OH P-OH P-OHg.H Q' - P-OH P H P- P-OH P-oH P-OH P-OH P-OH W ' < �2J _euR Fo-BUR � Fo-Buft— C EXISTING CONCRETE PAVEMENT OR < o' R P-BUR 1 Q F -auR p_9uR — mkFo f�BR y 1 GENERAL NOTES: gQ2 _ p_BUR P UR P 1. SEE PEDESTRIAN RAMP TABULATION FOR REMOVAL d �< � P PEDESTRIAN RAMPS I `-0�SALVAGE SQ � � p R Bu� � T INFORMATION AT BB- - - - - - - --..SFfMfG— REFERENCE NOTE: _ P-BUR P-BBk P-BBR uervnuni c�a SALVAGE CASTING \ 1Q REMOVE CASTING. 63+00 /¢ Q2 PROTECT GATE VALVE. ADJUST IF REQUIRED. VI 64+00 65+00 (3 STRUCTURE DOES NOT REQUIRE A INLET PROTECTION d l 66 00 67 00 DEVICE. - a - 4Q REMOVE 12LF CONCRETE CURB AND GUTTER TO a l \ CONSTRUCT A MAINTENANCE ACCESS. SEE 4 ° al I a e l' lift 1B ° s D e� •Do °ID o o. 10 ° D D ° e� D•�oo� — 3 EW+O I 65+00 I I I 66+00 67+00 0 / NIIm m\ w LLI w T-BUR i-BUR i-BUR T-BUR G— ° --- __..- B P m -BUR �T rvyun Mr= GV Gv� G G4 GG G �G G G G G FO— BUR G LfT�� fA-6H�- FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR ^0-BUR FO- 6 6-BUn G - v-BUk ,u-buR FU-buR FO-BUR — 0 ° FO-BGU �G FO-BU �a� FO-BUR 0 } I • , Z = 3 20 0 20 40 SCALE IN FEET KEAN OF MONTICELLO INC 1511 < / S / FO-BUR - UR BUR O-BUR m-BUR FO-BUR Z., .:., :�2�UR (n-R IR < FO-BUR - FO-BUR FO-BUR FO-BUR m-BUR FO-BUR FO-BUR FO-BUR FO-B �BUR FO-BUR FO-BUR FO-BURB 961 LF SILT FENCE SEE3URBUR O-BUR< < < < <R e RFP-UR Fo-BUR FB-BUR Fo-BUR Fo-BUR Fo@u Fo-BUR Fo-BUR Fo-BUR Fo-BUR Fo-BUR SALVAGE CASTING FO-BUR FO-BUR FO-BUR RUR - '° P-BUR - - R P-BUR G vI 68+00 71+0I 72+00 0 I J1 I 70+00 I - I I I I SEE ® — B oIRR o u U ° Q- — ? n ° , D • D ° . s n D s ° • n ° e D ° ° • D • • . r n 1 _-- - - - _ - oIRR El.l O� dl 72+w) < 68i00 69+00 71+Or LJ = w ELI LLI « —V1« ' W > o GL r Bo r-Buk —N w I" T-BUR T- r-BUR r_GBU0. T-BUR T-BURL T-BUR T-BUR BUR T-BUR T-BUR BUq T-BUR T-BUR T-BUR r 6 G UR �}-y p T-BUR -BUR BG G G G G G '.� B R T C G G G G G G G Fo-Buk to-Buk r�-bUR /O FO-BV '0-BUR —BUR Fo-BUR FO-BUR —BUR FO-BUR FO-BUR FO-BUR -^- — — FO-BUR F<; -:. I' — - FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR a °-BUR—BNSF RAILWAYCOMPANYUNMPANY — — — — — — — — — — — — — — — — — 20 0 20 40 —I u' SCALE IN FEET E o a W — N/ _ — — _ _ — — — S.A.P. 086-675-020 N S.A.P. 222-020-001 0 o DATE REVISION I hereby certify that this plan, specification, or report was oESlcxEo BY: EXISTING CONDITIONS AND REMOVALS PLAN x N j prepared by me or under my direct supervision and that CJJ , Hakanson Anderson am a duly Licens d Professional Engineer under the laws 2024 BROADWAY & 7TH STREET a of the state of nnesota xxewx w: 1 Civil Engineers and Land Surveyors _ SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET 'm jj AI J. JOC UM, P.E.cxECKEoEr:763-427-5860 FAX 763-427-0520Date1L12/24 Lic. No. 23461 TAE www.hakanson-anderson.com CITY OF MONTICELLO, MINNESOTA M0304 P_oH P_oH P-o F��°H1 LIBERTY BANK MINNESOTA LEGEND — — _ - Ir Fo_f o-BUR ro-BBR d 1560 HART BOULEVARD �ro_eR�P-oH BITUMINOUS MILL -SEE P — FO-BURS — P-OH 6 JFCI-BU n a P-B R T fO�f P_BUR P_BOR BOR P-B°R P-B°R G P-BUR a5 —u e / EXISTING CONCRETE PAVEMENT G G G G E_T/ c m U P-BBR G � FO-BUR — ON BUR ; BUR o e GENERAL NOTES: 10-BUR FO-BUR FO-BUR FO-BUR FO-BUR F0-BUR < FO-BUR < FO-BUR < FO-BUR R <FO-BUR FO-BUR "BUR / t. n FO-BUR / GO -BUR � Q B°a —BR o-BUR�Fo-BUR 1. SEE PEDESTRIAN RAMP TABULATION FOR REMOVAL e INFORMATION AT PEDESTRIAN RAMPS. — es < _ �F� < �— ` REFERENCE NOTES: s'gda o_eURFO BUR N161LF SILT FENCE SEE e (])STRUCTURE DOES NOT REQUIRE A INLET PROTECTION — Fo-sure Fo-Bure Fo-Bure Fo-BUR - g c roc - � DEVICE. 04 F » — G 72+00 73+0 74+00 75+0 76+00 I Q I I Q _ ' 2> ,. • .%l >8� »�"� n -'�, ..., > ._ 'e a ��e— D . . . '� C � ^ . I � � p �/ • o w;J 6 � 3 ;=+00 73+00 4+00 75+00 m N $ I W W N �^ = euR� T_BUR r-BUR i-BUR BUR T BUre BUR T - T-BUR i-BUR -BUR T-& i-BUR G i-BUR T-BUR T-BUR T-BUR T-BUR i-BUR i-BUR P G�G G G GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G BOR G -BUR FO- UR - - - UR FO-B R FO-BUR FO-BUR FO-BUR FO-B --------------------------BUR — — — — — -- --=i —--------------- ¢------------ BNSF RAILWAY COMPANY zo o zo 40 UNASSIGNED � I i SCALE IN FEET o OH A FO-B FO-BUR FO-BUR FO-BUR P-OH — _ p 0 R � EO — — — — — — — P-BUR P-BUR P-BUR P-BUR P-BUR P-BU T f0 — G G G G G G va.(w -�— FO-BUR ro-BUR FO-BUR EO'eVT mp P-BUR FO-BUR Fp�BUR P-BUR P BU .UR FO-BURS / P-BUR 0:� '-BUR 961E SILT FENCE SEES I » » » » » » » » END S.A.P. 086-675-020 p END S.A.P. 222-020-001 76+00 I 77+1 STA - 77+28 _F00 79+90+08 I I I I I I I I I Q w w II 0 0�U m z J Z Uj 0 76+00 m I o77+00 78�00 78+99 QI I I I I I M V) O UR _ BUR BT-BUR /0 T-BU� T-BUR -BUR T-BUR T-BUR i-UR i- i 3 BG G 0 Z Q eq p j- - U FO-BUR FO-BUR FO-BUR FO-BUR FO-B • �UR - FO-BUR BUR » — U T — — ° c n eo w R-BUR z >, »-- az BNSF RAILWAY COMPANY N % UNASSIGNED N � o DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: N j prepared by me or under my direct supervision and }hat CJJ , Hakanson Anderson am a duly Licen�nn,2, rofessional Engineer under the laws a of the State ofotaDNAWNBY:CIVII Engineers and Land Surveyors mu SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 J. JOC UM, P.E. CHECKED BY: iDateIZ1Z/24 Lic. No. 23461 TAE www.hakanson—anderson.com 20 0 20 40 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 —001 EXISTING CONDITIONS AND REMOVALS PLAN SHEET 2024 BROADWAY & 7TH STREET 48 IMPROVEMENT PROJECT BROADWAY STREET of CITY OF MONTICELLO, MINNESOTA sH04 M0304 LEGEND 501 STORM STRUCTURE NUMBER �3 z a 0 DATE BEGIN S.A.P. 086-675-020 BEGIN S.A.P. 222-020-001 STA - 0+63 0 OP I I I I I SEE(D--/ RIDA MONTICELLO LLC 135 STEVEN K-P K-P KATELYN J �STEVEN PROPERTIES 141 FARN550RTH I I I I I UNA55 TI D I I I I I I I I I I I I I I I I I I I I I SEE 1 I I I 475 SF 4" - En N CONCRETE WALK Q w U . 506 — — — — — — —SEE 1 �.I � 'Y �°— — rt.-- _ -': �>_ • s.� ��. INSTALL TREE GRATE -/ [504 INSTALL TREE GRATE 1+00 2+00 3+00 STA 0+85 1+00 O 2+00 3+00 a• PB / 138 SF 4 351 SF 8" CONCRETE WALK CONCRETE WALK O aPB / � I I I I I I I I I I I I I I I I I I CITY OF CIVIL I� MONTICELLO ENGINEERING -1 Y OF MONTICE LO EDA 112 SITE DESIGtfI CITY OF MONTICELLO EDA 130 � (CITY UNASSIGNED OF TELLO FDA UNASSIGNE, I LLC 118 I I I I I I e L COINSE & COLLE 1481 NICOLLET INVESTMENTS LLC 154 • P eVR �-01, P -%V P-BUR P e R _� —R P e R 0 4+ 0 LO 4+ 0 w w » w P-BUR .•, 502 503 f- ^ — w ^ V PROTECT PEDESTRIAN o CURB RAMP w SEE 1 C) GENERAL NOTES: 1. SEE SHEET 67 FOR PEDESTRIAN CURB RAMP LAYOUTS AT CEDAR STREET. 2. CONTRACTOR SHALL CONSTRUCT A PEDESTRIAN CROSSWALK FLASHER SYSTEM AT CEDAR STREET. SEE SHEETS S1, 52, S3, S7, AND S8. 3. CONTRACTOR SHALL RECONSTRUCT CONCRETE AROUND TREE GRATES TO MATCH EXISTING SUPPORT. THIS WORK SHALL BE INCIDENTAL. 4. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. (2) FURNISH AND INSTALL CASTING. SEE CITY PLATE NO. 1002. 3Q CONSTRUCT NEW STRUCTURE. SEE STORM SEWER TABULATION FOR ADDITIONAL INFORMATION. ®CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN OR MANHOLE. (3) CENTER MEDIANS FROM STA 0+85 TO 29+65 HAVE TIPOUT CURB. BITUMINOUS ROLL OVER SHALL BE 1/8" TO 1/4" ACCEPT AT LOW POINTS ROLL OVER SHALL BE 0" TO 1/8". Y \ 20 0 20 40 T SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 -001 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET prepared by ce or under my al Engineerysupervision and that CJJ Hakanson Anderson 49 of a dulyLicensed Professional Engineer under the laws 2024 BROADWAY & 7TH STREET of the state of Innesot Dxawx BY: 1 Civil Engineers and Land Surveyors of SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET CHECKED BY: 763-427-5860 FAX 763-427-0520 j 04 jj J. JO M, P.E. www.hakanson-anderson.com CITY OF MONTICELLO, MINNESOTA iDate 1 /12/24 L'C. No. 23461 TAE SHEETS M0304 LEGEND 501 STORM STRUCTURE NUMBER �3 CITY OF MONTICELLO EDA 201 CITY OF MONTICELLO EDA 249 1 35 SF 4" CONCRETE WALK 30 SF 4" 75 SF 4" CONCRETE WALK CONCRETE WALK e• �'�uP-onP-on�P-on ° Pron P-on�POR CITY OF MONTICELLO STEPHEN R & EDA 255 PALLET TE A CONROY 261 PAULETTE EA CONROYI� UNASSIGNED 31 SF 4" \ 34 SF 4" 335 SF 6" CONCRETE WALK 117 SF 4" 56 SF 6" CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK P—OH P—OH P—OH • P—OH ° P—OH . P—OH P 5+00 6+00 7+00 MEDIAN LANDSCAPE SEE SHEETS L1—L2 MEDIAN IRRIGATION SEE 11- I 42, p 5+00 6+00 rT < WIy^• Pe BUR " Q ° »ByR a ° R e BBR p a° B—BUR _ a BUR ep ° BUUI ° MICHAEL V MICHAELIS 200 O I I BUR �+a P-BUR 1�UR {.?P-BUR— RAISE NEW CURB BETWEEN DRIVEWAYS—"- le 511 8+00 9+00 al�I CONSTRUCT MAINTENANCE ACCESS SEE( / I \7� 8+00 » »I < < k 2s p 2 507> » w » 510 W m P-BUR BUR P-BUR ,p-sus\ C- -BUR n 508 < 509 F CONCRETE WALK SEE 1 (TARGET PROPERTIES LLC 2501 IRENEE A OLSON 3061 GENERAL NOTES: 1. SEE SHEET 68 FOR PEDESTRIAN CURB RAMP LAYOUTS AT PALM STREET. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: 1Q CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. 122 FURNISH AND INSTALL CASTING. SEE CITY PLATE NO. 1002. Q CONSTRUCT NEW STRUCTURE. SEE STORM SEWER TABULATION FOR ADDITIONAL INFORMATION. (A)CONTRACTOR SHALL FURNISH AND INSTALL 6" OF LOAM TOPSOIL BORROW IN MEDIAN. SEE GENERAL CONSTRUCTION NOTE 3 ON SHEET 3 FOR RESTORATION. Y \ 20 0 20 40 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 —001 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET prepared by ce or under my al Engineerysupervision and that CJJ Hakanson Anderson 50 am a dulyLicensed Professional Engineer under the laws 2024 BROADWAY & 7TH STREET of the state of innesat O DRON BY: Civil Engineers and Land Surveyors of _ SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET jj AID J JO M, P.E. CHECKED BY: 763-427—S66O FAX 763-427-0520 j 04 iDate1�12�24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 LEGEND 501 STORM STRUCTURE NUMBER �3 STEPHEN R & PAULETTE A CONROY 261 DATE SEE 1 I w of of y Q — 512 9+00 LYLE S TRUNNELL 301 E 25LF 12" RCP ® 2.04% IINV (N)=922.78 IINV (S)=922.27 JAKE L GOHL & CLAIRE E WASS 313 IJOE & NORMA NEU 3191 30 SF 4" CONCRETE WALK CONCRETE WALK CONCRETE WALK ONCRE 513 — — — — — — — — — — G P-OH y_o" ,P H n p P-OH -oH �P-on - � � off 514 10+0921I I I� I� I I 11+00 `MEDIAN LAN CAPE SEE/HEETS 1-1-1-2� MEDIAN IRRIGATION SEE 1-12 O In H hS / w-00 ILLJ V) - W - \ P \ RENEE A 10+00 — � 11+00 I OLSON UNASSIGNED 1 CONCRETE WALK I � I � I \ I IRENEE A OLSON 3061 SCOTT WANNER 318 -- I Tj 79 SF 4" CONCRETE WALK I I I I I I I i I I I I DARYL T 1 DARYL T 1 ROSSBERG IROS BERG 336 UNASSI ERG UNASSIGNED IGNED , EMIL W JR & MARY J DORF 331 DONALD E & BONNIE T HICKMAN 355 P-OH P-OH P-OH P10 P-OH P-ON - 12+00 ¢ 13+00 o p-sure P-sure P P-sure P-sure - ¢ Pure 0 12+00 ¢' � 13+00 t ° ROBERT & �ROBERT & JUDITH RASMUSKENDALL R SCHUMANN & JUDITHRASMUSSEN 201 UNNASSIGASSIGNED 1 RICHELLE J MUIR 348 SEN NEW STREET GENERAL NOTES: 1. SEE SHEET 68 FOR PEDESTRIAN CURB RAMP LAYOUTS AT PALM STREET. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: 1Q CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. Q FURNISH AND INSTALL CASTING. SEE CITY PLATE NO. 1002. 3� CONSTRUCT NEW STRUCTURE. SEE STORM SEWER TABULATION FOR ADDITIONAL INFORMATION. ® CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN AND MANHOLE. Q5 CONTRACTOR SHALL FURNISH AND INSTALL 6" OF LOAM TOPSOIL BORROW IN MEDIAN. SEE GENERAL CONSTRUCTION NOTE 3 ON SHEET 3 FOR RESTORATION. 20 0 20 40 —1 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 -001 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEqET prepared by ce or under my al Engineerysupervision and that CJJ Hakanson Anderson 51 of a dulyLicensed Professional Engineer under the laws 2024 BROADWAY & 7TH STREET of the state of innesot Dxawx BY: 1 Civil Engineers and Land Surveyors of SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET CHECKED BY: 763-427-5860 FAX 763-427-0520 j 04 jj J JO M, P.E. www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA iDate 1 /12/24 Lic. No. 23461 TAE SHEETS M0304 LEGEND 501 STORM STRUCTURE NUMBER �3 ADAM P WAULTERS IBRANDON MAROHN 4191 EARL R JR & DEBORAH 401 DOMKE 431 NICOLE REDMAN & SHANE REDMAN 449 25LF 12" RCP ® 2.16% w INV (N)=921.24 SEE 1 INV (S)=920.70 N f— W w 66 SF 4" x r CONCRETE WALK I CD 3 0 SEE 1 z —MEDIAN LANDSCAPE SEE SHEETS L1—L2 MEDIAN IRRIGATION SEE 11-12 se 518 I 519 — — — — — — — — — — �U— — — — 1 I — — — — — I� — — — — — — — — — — — J P-OH — -oM P ^P-oM P-oR • —�� P-u. — P-oN P-on P-OH • P-oH • e P-OH o P-oH Plol"1 f�-on P-oH ° 1 -off o P-oH P'OH P-oH �.J-C�nt P- -oR - P-OH P-oR %%% I14+00 / 15+00 16+00 a/ 17+00 I - 18+00 P-BUR P-BUR Pv UR I P- P-BUR P-BU - UR P-BUR -BUR -BUR P-BUR - / n - UR P-BURP-BUR -BU -B -BUR °IP-BUR B�R ;I P - f / f/P RAP R� LO LPL ~ w 14+00 0 15+00 16+00 17+00 18+w) = /CONSTRUCT MAINTENANCE w to i© Q ACCESS SEE 4� w 5r17 I 7 w --- 515^ 516------------ — — — — — — — — — — o ° — — ---- 117 SF 6" 87 SF 4" w CONCRETE WALK CONCRETE WALK V, 25LF 12" RCP ® 1.28% 3 INV (N)=923.63 SFF 1 z INV (S)=923.31 DATE REVISION DEAN A BUSCHE 4061 DUSTIN & HEATHER ANDERSON 424 MARILYN SAGER 426 HERALDO & JAN RODRIGUEZ 454 3 GENERAL NOTES: 1. SEE SHEET 69-70 FOR PEDESTRIAN CURB RAMP LAYOUTS AT NEW STREET AND WRIGHT STREET. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: la) CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. Q FURNISH AND INSTALL CASTING. SEE CITY PLATE NO. 1002. © CONSTRUCT NEW STRUCTURE. SEE STORM SEWER TABULATION FOR ADDITIONAL INFORMATION. (4)CONTRACTOR SHALL FURNISH AND INSTALL 6" OF LOAM TOPSOIL BORROW IN MEDIAN. SEE GENERAL CONSTRUCTION NOTE 3 ON SHEET 3 FOR RESTORATION. 20 0 20 40 i SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 —001 1 hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET prepared by ce or under my al Engineerysupervision and that CJJ Hakanson Anderson 52 of a dulyLicensed Professional Engineer under the laws 2024 BROADWAY & 7TH STREET of the state of innesot DBawH BY: 1 Civil Engineers and Land Surveyors of SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET —ia CHECKED BY: 763-427-5860 FAX 763-427-0520 j 04 jj J. JO M, P.E. www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA iDate 1 /12/24 Lic. No. 23461 TAE SHEETS M0304 LEGEND 501 STORM STRUCTURE NUMBER �3 REECE S BREGENZER 112 WRIGHT STREET CAPITAL SEVEN LLC 519 w MEDIAN LANDSCAPE SEE SHEETS 1-1-1-2 = MEDIAN IRRIGATION SEE 11 -12 28 SF 4" - c� CONCRETE WALK 3 54 SF 6" © � CONCRETE WALK I I P- I• ° e , a o a ^„ I�� ° — — / I P. on M M b-oH P-oH P-oH P-oH PVoH �� P-oH P-oH MICHAEL K HOLKER I I BRADLEY W & 537 1 DENISE R MILEY 549 112 SF 6" -1 CONCRETE WALK SEE 0 —°oHM.•�a-e��— °n POH—oH-4�PJ �i 28LF 12" RCP 0 4.11 INV (N)=933.52 INV (S)=932.37 522 � 524 I- 18+00 19+00 q2 20+00 21+00 =BUR - P- P-BU P-BV P-BUR ° P- , _ j� _- UBP R P-BUR P-BUR P •BUR P-BUR P-BUR P-BUR P-BUR P-BUR 3 19+00 \ 20+00 21+00 o � 2 ` »- 521, n n /� �---- --�-----�Qy I-----------------------j �I Ay � 1 o Ay w w r -u I L— s I��I '> iH --oH • P-oH P-OIH� 526 2:r OOP -BUR 4 v P-BUR P- P-BUR 2+0 Ld �x #> 2 w—» »- 1523 F SEE to- 204RWRIGHT STREET CH YENNE NELSON 5121 I JENNIRFIERLMUELLER 530 MARZEIPELT L548ANN DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Professional Engineer under the laws of the State of innesat CHAIN BY: „ SGJ J. JO��' PE. CHECKED BY: iDate 1 /12/24 Lic.jjNo. 23461 TAE Hakanson Anderson 1� Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEET 71 FOR PEDESTRIAN CURB RAMP LAYOUTS AT RAMSEY STREET. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: 1� CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. Q FURNISH AND INSTALL CASTING. SEE CITY PLATE NO. 1002. �3 CONSTRUCT NEW STRUCTURE. SEE STORM SEWER TABULATION FOR ADDITIONAL INFORMATION. (g)CONTRACTOR SHALL FURNISH AND INSTALL 6" OF LOAM TOPSOIL BORROW IN MEDIAN. SEE GENERAL CONSTRUCTION NOTE 3 ON SHEET 3 FOR RESTORATION. Y \ 20 0 20 40 -1 SCALE IN FEET S.A.P. 08 6- 675-020 S.A.P. 222-020-001 CONSTRUCTION PLANS SHEET 53 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 LEGEND 501 STORM STRUCTURE NUMBER �3 oY ROGER ADOLPH CARLSON & SHIRLEY ANN LEIN REVTR 601 MARK J BURANDT & ANNE C COLE 613 P-OI}� P-OH ° -H V P-OH - • P-OH ° M ° P-OH - I 23+00 24+00 I�I I I I II II I I I ------------ ERIC & MELANIE STUBER 655 I MEDIAN LANDS( /ap ME OOH P-OH • ° P-OH ° P-OH - -BUR P-BUR P-BUR PQBUR P-BUR P-BUR .° P-BUR P-BUR P-BURA=�- w 23+00 — 2a �< W • „ MM ° 102 SF 4" CONCRETE WALK 24+00 \ 25+00 I I II 62 SF WALK /eo/ CONCRETE WALK MELANIE C MARDIS & JAMES L MARDIS 606 IMARY E EGAN 6181 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Professional Engineer under the laws of the State of in newt CHAIN BY: �„ SGJ J. JO M, P.E. CHECKED BY: jj iDate 1 �12�24 Lic. No. 23461 TAE w N Z SEE 1 w z 'E SEE SHEETS L1-L2 ® - z _ AN IRRIGATION SEE 11 -12 527 « - P-OH P-OH P-OH P- aI P-OH 46+00 25+00 26+00 2 - II� .s qy ELDON L & ERNA DANIELS 642 w w Ln Z SEE to- w Hakanson Anderson 1� Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com z z w x GENERAL NOTES: 1. SEE SHEET 72 FOR PEDESTRIAN CURB RAMP LAYOUTS AT HENNEPIN STREET. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: �1 CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH ILARRY WIPPER 7071 POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. Q FURNISH AND INSTALL CASTING. SEE CITY PLATE NO. 1002. © CONSTRUCT NEW STRUCTURE. SEE STORM SEWER TABULATION FOR ADDITIONAL INFORMATION. ® CONTRACTOR SHALL FURNISH AND INSTALL 6" OF LOAM TOPSOIL BORROW IN MEDIAN. SEE GENERAL CONSTRUCTION NOTE 3 ON SHEET 3 FOR RESTORATION. o �a « 528 0 - P-OH - My -NM�P-oH P-oH N CONSTRUCT MAINTENANCE ACCESS SEE 4e 27+00 I \ 7 I P P B41 P B P/--�{� Qy� 27+Ld Lu F— 7L I � I o IBP MN LLC 7001 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT Y \ 20 0 20 40 T SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 -001 CONSTRUCTION PLANS SHEET 54 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 LEGEND 501 STORM STRUCTURE NUMBER (3 LARRY WIPPER I HANNAH CALDER 713 401 SF 6" CONCRETE WALK TIMOTHY P & DEBRA A WHITACRE 731 276 SF 6" CONCRETE WALK -- ° —�—J t- .-� �, I-- �P-OH P-OH — P-M •P-OH =TIP-0H P P-OH 27+00 1 I I I I I qy ;w+00 LJ o Lu » \LLJ _ al \a A sI o �BP MN LLC 7001 THOMAS P & LISA P GROSSNICKLE — — I 110 WASHINGTON STREET DENNIS J & AMY L ROBERTSON 743 -- 119 SF 6" 274 SY BITUMINOUS I CONCRETE WALK PAVEMENT © I w 25LF 12" RCP ® 2.08% W INV (N)=932.78 N~iJ INV (S)=932.26 I Z A(SEE 1Q 0 41 SF 4" CONCRETE WALK Z x 38 SF 4" CONCRETE WALK 531 -- — — — — — — — — — — e. • . . C P-OH P-OH 'P-Oyu P-OH ° Q -Q41 P-OH P-OH P-OH ° -._T-P-yOH° C H- — E P-OH p_OH - - - - - - - • ° .. P-OH° PeOH - \ 28+00 29+00 Le� 0 28 I > > » o >— Qo MEDIAN LANDSCAP� SEE SHEETS 1-1 —1-2 05 MEDIAN IRRIGATION SEE 11-12 MG PROPERTIES I II I ALEIDA LEE 724 I OF MN LLC 716 STA 29+65 29+00 1 » r 530 4 —µ- -- 30+00 � 31+00 30+0 - > g —I— 31 +00 w 2 2 r_ r N 0 LU LU T-BUR UR 8-BR �BU T-BUR T-BUR T-BUR T-BUR i a IIF LJ W G_ � FO-BUR r -BUR BUR \ FO-BUR OI r0=g�� FO_gUR = Y C U Z I y FO-6UR FO_BUq SEE 1 a BEGIN TRAIL i m 3 LIGHTING II STA 7TO 6+45 SEE SHEETS El-E14 ml I FEANNA SOBANIA & I I INDEPENDENT SCHOOL SHAWN SOBANIA 742 I I I DIST 882 800 1 I DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Professional Engineer under the laws of the State of B�innesot — DRAWN BY: il`IR 1A��B SGJ j J. JOC N , P.E. CHECKED BY: iDate 1 /12/24 LIc. No. 23461 TAE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com GENERAL NOTES: 1. SEE SHEET 73 FOR PEDESTRIAN CURB RAMP LAYOUTS AT WASHINGTON STREET. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: (I)CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. (2) FURNISH AND INSTALL CASTING. SEE CITY PLATE NO. 1002. (3) CONSTRUCT NEW STRUCTURE. SEE STORM SEWER TABULATION FOR ADDITIONAL INFORMATION. (4)CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN AND MANHOLE. �5 CONTRACTOR SHALL FURNISH AND INSTALL 6" OF LOAM TOPSOIL BORROW IN MEDIAN. SEE GENERAL CONSTRUCTION NOTE 3 ON SHEET 3 FOR RESTORATION. © PAID PER ITEM 2360 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK. CENTER MEDIANS FROM STA 0+85 TO 29+65 HAVE TIPOUT CURB. BITUMINOUS ROLL OVER SHALL BE 1/8" TO 1/4" ACCEPT AT LOW POINTS ROLL OVER SHALL BE 0" TO 1/8". Y \ 20 0 20 40 -� -1 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 CONSTRUCTION PLANS SHEET 2024 BROADWAY & 7TH STREET 55 IMPROVEMENT PROJECT BROADWAY STREET of CITY OF MONTICELLO, MINNESOTA 04 SHEETS M0304 THOMAS P & LISA P GROSSNICKLE 1 MONTI-BIG LAKE COMM HOSPITAL 110 WASHINGTON STREET I UNASSIGNED I p � — — — — — — — — — — — — — — — — — — b e r . . • PaOn� P -OB ° P_OH GI—eG" 33+00 32+00 1 b , I P P-PGI 3 34 00 — > (-- — - CONSTRUCT B624 CONCRETE _ » CURB AND GUTTER TO p. D CLOSE PEDESTRIAN RAMP > V P-pry P OH P-OH P-OH P-OH P-OH P-OH L � 35+00 ' -- F , 36+00 GENERAL NOTES: 1. SEE SHEETS E1-E14 FOR TRAIL LIGHTING. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: Q CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. Q FURNISH AND INSTALL CASTING. Q CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN AND MANHOLE. �Lf) �33+00 34+00 `n N- �' 32+00 3 6 + 1 35+00 F �> �WUj_ o� Ld NI « « CONSTRUCT B624 CONCRETE N « CURB AND GUTTER TO- — — — — — — — — — — — -- — - -<-w `--=------------------ — — — — -- CLOSE PEDESTRIAN RAMP - w 3 -v. N � - - - - - " '» R � T-BUR i-BUR - BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR i-BUR T-BUR T-BUR �- T-BUR T-BUR T-B R T-BUR T-BUR T-BUR - T-BUR i-BUR i-BUR � T-BUR G G, G G G G G G G yy(L M�6i2' G p G- G G G O G G G G c c _p - I . FO-B. UR ' \. p caJp a� •' �k. > a ,. .� a• c—c c c�4c-BtlR- q—c _c -UR O-BUR E9=BUR-F-BiU—R D .-BUR O-BUR FO-BUR- O-BUR FO-BUR FO-BUR FO-BUR f0-BFO-BU 10-BUR FO-BUR OUR R F- O , 95 SF 4" (INDEPENDENT SCHOOLI CONCRETE WALK SEE 60 SF 4" 115 SF 4" DIST 882 800 CONCRETE WALK CONCRETE WALK z a a rn z 0 U O O 3 0 Z d z 20 0 20 40 —� —I Z SCALE IN FEET aw S.A.P. 086-675-020 S.A.P. 222-020-001 N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET J prepared by me or under my direct supervision and that CJJ Hakanson Anderson am a duly Licensed Professional Engineer under the laws 2024 BROADWAY & 7TH STREET 56 a of the state of innesot O DRAWN BY: CIVII Engineers and Land Surveyors of _ scJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET C CHECKED BY: 763-427-5860 FAX 763-427-0520 04 J. JO M, P.E. Date 1 /12/24 LIc. No. 23461 TAE s www.hakanson-anderson.com CITY OF MONTICELLO MINNESOTA y iSHEETS M0304 MONTI—BIG LAKE COMM HOSPITAL UNASSIGNEDEAU 8 / �H _� ° 4 ° ° ° AIM' � -p OH- I I -1 '->� � � � � -• D - 1 p-OH-P OH------- +00 3 +00 39+00 40+00 36+00 37+00— — — — 38+00 O 39+00 LO 40+00 i+00 La _ — j » E'i N T-BUR T NR Bore T-BUR T-BUR T-BUft T-BUR T RUR i-BUR T -BUR UJI w » N> T-BUR T-BUft T-BUR T-BUR BUR T-BUR i-BURT-UR SO`L0 - BT-BUR yy�.2 - G G G �ReF G GG G G G G G G G G° G G G G T-� .G Gam- ° ,FO-BUR ,G• GFO-BUR r b 8 ° b ° ° ° {{.. G ° FO-BUR FO-BUR '`FO-BUR 0-BUR ° {, F FO-BUR FO-BUR FO-BUR FO_HCIR FO-BUR FO-BUR 0-BUR - F 0-BUR F0-BUR F0-BU � �� FO-BURG G G F G 0-BUR G 0-BUR F G 122 SF 4" — — — — — — — CONCRETE WALK — INDEPENDENT SCHOOL DIST 882 800 3 Z Q a rn z 0 U O 0 O 3 0 Z d O z z Ez M % N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: J prepared by me or under my direct supervision and that I CJJ a am a duly Licensed Professional Engineer under the laws of the State of Innesot DNAWN BY: SGJ pY ,JO M, P.E. CHECKED BY: a y 1 /12/24 23461 Date Lic. No. TAE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEETS E1—E14 FOR TRAIL LIGHTING. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: 1� CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. (2 FURNISH AND INSTALL CASTING. (3)CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN AND MANHOLE. 20 0 20 40 0 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 CONSTRUCTION PLANS SHEET 57 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 MONTI—BIG LAKE COMM HOSPITAL UNASSIGNED C° -------- •q • • °• a E° o � bm •° o b °s �� • b sb . x-eu: — 41+00 42+0 Lo Uj a S I _ III Eo g w 41+00 d2+0 S V1 W -Burt UGn T-Butt i-BUR T-BUR T-BUR i UR T-BUR 1FBUR T-tR — — G G 0-BUR FO-BUR 0 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Professional Engineer under the laws of the State of Bain nesotaN DNAWN BY: SGJ J. JO M, P.E. CHECKED BY: iDate 1 /12/24 LIc. No. 23461 TAE J W Q U H Z 0 xZ I7Ii�i jw ,`RFC P-BUR G G_Z AW.i-G FO-BUR Z Q P (. r # — JZ— OW 9mC 0 x � P U V) \ P-BUR INDEPENDENT SCHOOL DIST 882 800 SEE o- G is — 0 FO-BUR FO-BUR .�SLq • F✓11 _-of R * -- - _ ry --BUR P-BUR — RIP •nry� a • ° D s b s ° ° 4 / 45+LLJ) Ld a y G G G G e � a Q Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEETS E1—E14 FOR TRAIL LIGHTING. 2. SEE SHEET 74 FOR PEDESTRIAN CURB RAMP LAYOUTS AT HOSPITAL ENTRANCE. 3. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: 1Q CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. (2 CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN AND MANHOLE. 20 0 20 40 0 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 CONSTRUCTION PLANS SHEET 58 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 oY MONTI—BIG LAKE COMM HOSPITAL UNASSIGNED � I � 10-BUR FO-BUR FO-BUR FO-BUR -B R FO-BU1 FO-BUR 0-BU FO-BU -BUR µw�FO-BUR FO�IR �� '0-BRR FO-BUR FO- 0- UB R P-BURrvyry wx P-BUR rv-eM�IR nyu a_Riia o olio n"� rv-ww o o rv-an aLo ° OA_ 45+00 46+00/ I I I/ / .W+00 / 46+00 LU / w / / T-BUR T-BUR T-BUR T-BUR T-BUR T-BURG T-BUR G T-BUR G T-BUR -BUR G G G G G FO-BUR �F0-BUR FO-BUR FO-BUR FO-BURFO-BUR FO-BUR FO-BUR / — — — — — — — — — — — — — 47+00 GENERAL NOTES: 1. SEE SHEETS E1—E14 FOR TRAIL LIGHTING. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: (j)CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH I� n POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE _ — — _ INCIDENTAL. I I — (g CONTRACTOR SHALL GROUT EXISTING RINGS AND I DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 0 p GROUT CATCH BASIN AND MANHOLE. I E, I MARY K BONDHUS IR PROPERTY TR CANDACE SEIDL & DIANE FALES TR UNASSIGNED —BUR FFO-BUR �W v I a 48+00 49+00 50- CONSTRUCT MAINTENANCE ACCESS SEE(4) _ 2 47+00 48+00 49+00 W 2 2 a T-BUR^ � T-BUR T-BUR T- UB R T B R T-BUR T-BUR T-BUR G G J G G FO-BUR G FO-BUR G FO-BUR FO-BUR FO-BUryFO-BUR FO-BUR FO-BUR G G G G G G+ G G G G G INDEPENDINT SCHOOL DIST 882 800 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Professional Engineer under the laws of the State of rnesot O DRAWN BY: n�/1�yy _ SGJ j Ally J JOC1 M, P.E. CHECKED BY: iDate 1 �12�24 Lic. No. 23461 TAE 2 N u.1 T-BUR T-BUR G G G - FO-BUR FO-BUR —G — — T-BUR T-BUR T-BUR G G G G FO-BUR FO-BUR FO-BUR — — — c — — T-BUR T-BUR G G G FO-BUR FO-BUR — G --— G --G_ Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 20 0 20 40 T SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 —001 CONSTRUCTION PLANS SHEET 2024 BROADWAY & 7TH STREET 59 IMPROVEMENT PROJECT BROADWAY STREET OF CITY OF MONTICELLO, MINNESOTA 104 SHEETS M0304 i< w wl 2 V7 IW/ N G G FO-BUR FO-BUR- MARY K BONDHUS IR PROPERTY TR CANDACE SEIDL & DIANE FALES TR UNASSIGNED I 50+00 51+00 52+00/ 53+00 54+00 / 50+00 F 51+00 /^ 52+00 53+00 I I I / H 54+W) I= VI W T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR i-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BURT-BUR V T-BUR T-BUR 2Z— T-BURT-BUR - T-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR — 4J-UUX —� - FO-RUR O-I G G G G G _< c G G G INDEPENDENT SCHOOL « MARY K BONDHUS DIST 882 800 I REVTR 1400 I \ GENERAL NOTES: 1. SEE SHEETS E1—E14 FOR TRAIL LIGHTING. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: (I)CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN AND MANHOLE. 20 0 20 40 -� -I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET prepared by ce or under my al Engineer and that CJJ Hakanson Anderson 60 of a dulyLicensed Professional En ineer under the IawG 2024 B ROADWAY & 7TH STREET of the state of innesot CHAIN BY: CIVII Engineers and Land Surveyors or pp SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET jj JO M, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 04 iDatel/12/24 P. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 C=� I G G= ---�_- V — G� ,nv G�c 192J BS ------------------ \ P'O I I 54+00 / 55+00 56+00 1 1 1 1 :W+00 55+00 w i-BUR G G -BURT-BUR T-BUR G T-BUR T-BUR T-BUR T-BUR G- 'UR - I. -BUR —BUR FO G G G G G I FO-BUR FO-BUR FO-BUR G P-04 _r__ F P-OH - < y 57+00 1 P-oH P-OH P-OH P-oH I P-oH I P-oH R-oH R-oH R-oH < < < < < I< < < < < O < F I 1 58+00 5 1 56+00 - 57+00 5P+00 1 T-BUR ;�Riio �G T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR « « G G G GG G « G G « G« G« G« G 3 Z a \z 0 U O \O � r\ 3 0 G d O z z Ez M % N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: J prepared by me or under my direct supervision and that I CJJ a z am a duly Licensed Professional Engineer under the laws of the State of In nesotaN II DRAWN BY: SGJ J.1 JG M, P.E. CHECKED BY: y iDate 1 /12/24 Lic. No. 23461 TAE MARY K BONDHUS REVTR 1400 Hakanson Anderson 1ia Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com N l0 I— w Ld T-BUR T-BUR T-BUR U —_w �q G � G - -BUR �\ i-BUR GENERAL NOTES: 1. SEE SHEETS E1 —El 4 FOR TRAIL LIGHTING. 2.SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN AND MANHOLE. 20 0 20 40 SCALE IN FEET S.A.P. 08 6— 675-020 S.A.P. 222-020-001 CONSTRUCTION PLANS SHEET 2024 BROADWAY & 7TH STREET 61 IMPROVEMENT PROJECT BROADWAY STREET of CITY OF MONTICELLO, MINNESOTA 104 SHEETS M0304 GENERAL NOTES: 1. SEE SHEETS E1—E14 FOR TRAIL LIGHTING. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: (I)CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. (2 CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN AND MANHOLE. P-OH P-OH P-OH- 4 P-OH P-OH P-OH , P- P-OH P-OH -OH P-OH P-OH P-OH P-OH r-On -�- - ^�—r P-OH P-OH - P-OH PIOH P-OH - - < < < O < F < < B< < <Z < < < < < < < < < < rc SEE 1 SEE 1 5+00 60+00 61+00 62+00 63+00 /a I CONSTRUCT MAINTENANCE d ACCESS —or SEE e - — 7 -� e o , e sR• a D o B e Ca F I .e �- ° R •� ° ° ° ° s E ° D . s. °D ° s ° n ° m b ° /Qo L m w IV " w 59+00 60+00 61+00 62+00 63+w) = /¢ _ (n Bn LLI jn2Ld L,.I T-BUR T-BUR T-BUR T-BUR�i-BUR }- - _ T-BUR T-BUR T-BUR O - T-BUR T-BUR q T-BUR TR T-BUR BUR T-BUR T-BUR T-BUR TA T-BUR Td �BUR -BUT < G f �""qq^ G G G G G G . G� G G yg� m�— G G G G G G G o FO R FO-BUR �0-�BR — - —BUR FO-BUR FP-« FB-BUR— Fi18UR — — F - FO-BU O-BUR "FO-BUR G -BURO G BUR 0 FO-BUR -BUR FO-B UR FO-BUR FO-BUR ' ev1 - y # 1 1 a 1 Z Q a z MARY K BONDHUS REVTR 1400 / a� 10 n O 1 O i 1 Z G d z 20 0 20 40 Z SCALE IN FEET Hw S.A.P. 086-675-020 S.A.P. 222-020-001 No DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET J prepared by me or under my direct supervision and }hat CJJ Hakanson Anderson C�J am a duly Licensed Professional Engineer under the laws VL ¢a of the State of innesot DRAWN BY: CIVII Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 of IL. IMPROVEMENT PROJECT BROADWAY STREET j CHECKED BY: 763-427-5860 FAX 763-427-0520 04 iDate 1/12/24/24 J.� JO M, P.E. www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA Lic. No. 23461 TAE SHEETS M0304 GENERAL NOTES: 1. SEE SHEETS E1—E14 FOR TRAIL LIGHTING. 2. SEE SHEET 75-76 FOR PEDESTRIAN CURB RAMP LAYOUTS FOR HART BOULEVARD AND HIGHLAND WAY. 3. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: (!)CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. Q2 FURNISH AND INSTALL CASTING. �3 CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN AND MANHOLE. �w p = J /e e CITY OF MONTICELLO STEVEN G & THOMAS E 0 1431 HART BOULEVARD HOGLUND 1501 m — —_o— P=oH BUR Fo-BUR P-oH O B P-OH P-OH — P-OH— P-OH P-OH — - - _ < ' < 2 — P-0H - P_ P_OH P-OH P-OH P-OH P OH P OH P OH R FO- UR p_BUR P-B<1R B R S FO-btIR BRy < i� < < r < < < < < < < P P-BUR BUR B SEE 1 P-BUR -� 3 P-BUR -_ F — P-BUR- - — I_ STALL CASTING 63+00 a 64+00 66+00 INSTALL HANDHOLE 16 65+00 67+00 CASTING — o e P D � , , e � , � .o B , � n n� • r I - I dl E=+0 64+00 65+00 a I I I 66i00 67i00 = N I a N LLj P i-BUR ►J� T-BUR T-BUR I -BUR �_v _ <�< n I GW GQ urc BUR G i-BUR - R - o— - is _ - . _ T-BURG -BUR U - r_o G c c —1— c c c c c ".0 G G ".." c c "cu� c c"_f G cc c , Bic _ =wrc ®�— G F G G G TG•— o v e m p t B 8JP G—G R� • EO � O-BUR G FO EBGn f9-BYE_ FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR —BUR ^F0-BUR FO- 6-Bu6 G - FO-BUR - Fo-BUR FO-B R D-1U-0.1RF p FO-BUR p-B I c n J _- a / — I _ SEE to- o — O 1 — 3 / z a d i z 20 0 20 40 Z SCALE IN FEET pw S.A.P. 086-675-020 S.A.P. 222-020-001 N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS x J prepared by me or under my direct supervision and }hat CJJ Hakanson Anderson am a duly Licensed Professional Engineer under the laws ¢a of the State of innesot DRAWN BY: CIVII Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET °� SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET CHECKED BY:763-427-5860 FAX 763-427-0520 Datel/12/24 J.� JO M, P.E. www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA LiC. No. 23461 TAE M0304 FO-BUR FO-BUR FO-BUR F O-BUR FO-BUR — 5+00 2 GENERAL NOTES: 1. SEE SHEETS E1—E14 FOR TRAIL LIGHTING. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: 1Q PAID PER ITEM 2360 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK. Q CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN AND MANHOLE. \ SKEAN OF MONTICELLO INC 15111 — Q& SEE X1—X5 FOR TRAIL CROSS 1048 SY BITUM'INOUS PAVEMENT SECTIONS P Qe ---------- BUR 11-BUR 0-BUR < FO-BUR FO-BUR FO-BUR FO- - -BIRFO-BUR FO-B R BUR 1 +00 2+00 FO--B R — o-BBR Fo-BUR FO-BUR o R RINSTALL CASTING yQ --- - I. B_R — ' FI g�RR Q 9 FO-BUR FO-BU FO-BUR UU FO-BUR — FO-BUR FO-BUR FO- _ URA P-BUR P-BUR P- P-BUR JI------------- BEGIN TRAIL CONSTRUCTION I i a 68+00 72+00 00 69+00 70+00 71+_ 1 I I I I I I I I I e M terra• II1� D o 6 • ° x e ° s ♦ ° D` ° ° ♦ o , D ° e ° e ° D ° • D a e o • .. ° ° oIRR oIRR Lr) tD D to � CONSTRUCT MAINTENANCE F W ACCESS SEE 2+Ld) LU 68+00 69+00 70+00 71+00 7 1W V) N Ld W -W« W p pI T-BUR 7-BUR N—T-BUR T-1 T- T-BUR T-BUR T-BUR i-BUR T-BUR i-BUP. i-BUR G 5Qw'G G G _�UR T-BUR T-BUR T-BUR T-BUR BURI, 6 G_ i-BUR -BUR T BUR T-BUR r G G G G G G G G G G •� • G G G G G G G G G G G G G G G G G •G FO-BUR FO-BU FO-BU -BUR FO-BUR _ GU. — _ I!!.. — FO-BUR GO -BUR FO-BUR FO-BUR - U FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR FO-BUR � G Q-B 80P — R R• • 0� -o-BaR FO-BGR—� 32 SY BITUMINOUS PAVEMENT Q — BNSF RAILWAY COMPANY _ — — — — — — UNASSIGNED 3 Z Q a rn z 0 U O O 3 0 Z G d 0 20 0 20 40 z Z SCALE IN FEET Hw S.A.P. 08 6— 675-020 S.A.P. 222-020-001 N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET J prepared by me or under my direct supervision and that CJJ Hakanson Anderson �I ¢ am a duly Licensed Professional Engineer under the laws 2024 BROADWAY & 7TH STREET 64 a of the state oflinn.esotj xxawx a: Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET jjcxECKEx Er:763-427-5860 FAX 763-427-0520iDate1/12/24 .�JO M'Lio.E6. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 72+00 1 A t0 f— ;Li 21 N / Z I LIBERTY BANK MINNESOTA 1560 HART BOULEVARD / I/ INV=953.08 J 0 \ 2 JJ\ Pe /a IN 852.48 a \ J / a P OH �Vp� R fo,0 FOOBUR P-FOO-BUR P °NFO-BV FO-BUR OP BVR —1048 SY BITUMINOUS PAVEMENT 1 e ° R ro-B o-BUR p-oH— p J FO-BURi i 9 ON J R RbO BU P L FO-BUR / P-BUR P-BUR P-BUR �Z I — FO-BU0. — H� PTBUR p-BUR F _BUR P"O � 8+00� I FO-BUR — FO-BUR F Ja K/ - xu� f0.0 FO-BUR RO-BUR / 1�0 ��111"' ) ps INV=953.10 — � w-BUR � F0- R SEE X 1—XS FOR TRAIL CROSS �<- O 0tla °R o-BUR SECTIONS e e Fo-Rua- � 5+00 73+0 I I IR i-BUR- " T-BUR 7s3+00 1 �I o-BUR 6+00 w-BUR Fo-BUR u Fo-BUR kOp INV=953.10 I I I I I I I I I I I I I — 68LF 15" RCP INCLUDING (2) APRONS, G G 74+00 75+ 76+00 I 7 I I i � .. e .� �• ° ° c ° 'B o J=� —ey a �� F I 4+00 F I ^ FO � E BUG G -G G /� G G G G ,4 N BNSF RAILWAY COMPANY UNASSIGNED 3 Z Q a rn z 0 U O O 3 0 Z d 0 z z Ez M % N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: J prepared by me or under my direct supervision and that I CJJ a am a duly Licensed Professional Engineer under the laws of the State of In nesotaN DRAWN BY: SGJ j jj J.1 JG M, P.E. CHECKED BY: o y iDate 1 �12�24 Llc. No. 23461 TAE 75+00 1 — — — — — — — — — — — 76+00 1 l0 t0 F LLI LU W T-GV: V UR FO-BUR FO-BUR FO-BU GENERAL NOTES: 1. SEE SHEETS E1—E14 FOR TRAIL LIGHTING. 2. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: PAID PER ITEM 2360 TYPE SIR 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK. 02 CONTRACTOR SHALL GROUT EXISTING RINGS AND DOGHOUSES. WORK SHALL BE PAID PER ITEM 2506 GROUT CATCH BASIN AND MANHOLE. 20 0 20 40 —I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 —001 CONSTRUCTION PLANS SHEET Civil Engineerrss and Land Surveyors HakanAnderson 2024 BROADWAY & 7TH STREET 65 1� a 3601 Thurston AveAnoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT BROADWAY STREET aF 104 www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 F SEE X1—X5 FOR TRAIL CROSS 1048 SY BITUMINOUS PAVEMENT(�2 SECTIONS f0�e 0. J0. F - FO-BUR FO-BUR FO-BUR/- I � 9 •m .UR � FO-BURm FO- - - UR FO-BUR Fps / ilu Im 76+00 I I 77+0� I I I I rl N co a o77+00 76+00 w LU I I I N G -J LLI - T-BT-BUR UR T-BUR - _ U m T-T BUR END TRAIL ,R — — LIGHTING — rc D m' E G BG R D — ao — — STA 0 TO 76+45 SEE SHEETS El—E14 �» BNSF RAILWAY COMPANY » UNASSIGNED I 108 SF 4" CONCRETE WALK END TRAIL CONSTRUCTION �O P-BU�� P-BUR P-BUR P-BUR P-BUR END S.A.P. 086-675-020 END S.A.P. 222-020-001 STA — 77+28 _ .00 I I SEE D T-BUR T-BUR i-BUR G G P FO-BUR FO-BU FO-BUR : P-BUR 3 Z Q a rn z 0 U O O 3 0 Z d c� z z Ez M % N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: J prepared by me or under my direct supervision and that I CJJ am a duly Licensed Professional Engineer under the laws of the State of in nesotaN DRAWN BY: a U II SGJ j M j J.� JO , P.E. ,Date CHECKED BY: o y 1 /12/24 Lic. No. 23461 TAE H / 79+09+08 78+00 78+99 I I I ,B Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com GENERAL NOTES: 1. SEE GENERAL CONSTRUCTION NOTES ON SHEET 3. REFERENCE NOTES: 1Q CONTRACTOR SHALL TAPER/RAMP THE MILL AT MATCH POINT. ON THE DAY THE PAVEMENT WILL BE CONSTRUCTED AT EACH MATCH POINT, THE CONTRACTOR SHALL PROVIDE A STRAIGHT PERPENDICULAR MILL TO REMOVE THE TAPER/RAMP. THIS WORK SHALL BE INCIDENTAL. © PAID PER ITEM 2360 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK. 20 0 20 40 -� -1 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 CONSTRUCTION PLANS SHEET 2024 BROADWAY & 7TH STREET 66 IMPROVEMENT PROJECT BROADWAY STREET of CITY OF MONTICELLO, MINNESOTA 04 SHEETS M0304 4 z / , 0 U a 0 o o / O 3 a z Ez No DATE REVISION � J N¢ o a N U HP L'h 18LF V-CURB J SEE SHEET 14 F U I -o 6 BROADWAY STREET AND CEDAR STREET - NORTH C� BROADWAY STREET AND CEDAR STREET - SOUTH I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Profession I Engineer under the laws of the State of rneso DRAWN BY: CIVII Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 j CHECKED BY: 763-427-5860 FAX 763-427-0520 iDate-1j I - - G J UM,LIP:ENo 23461 TAE I I www.hakanson-anderson.com M 4 � 4 4 PROTECT PEDESTRIAN RAMP 4 [4] GENERAL NOTES: 1. SEE SHEETS 10-15 FOR PEDESTRIAN CURB RAMP DETAILS. LEGEND ®LANDING AREA - 4'X4' MIN. DIMENSIONS. MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. ®TRANSITION CROSS SLOPE TO 2.0% OR LESS. fOINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.3% / MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. -LrJ INDICATES PEDESTRIAN RAMP - SLOPE — — - SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. = X" CURB HEIGHT HP HIGH POINT f— DRAINAGE ARROW 4 4 6" CONCRETE WALK 5 0 5 10 SCALE IN FEET 4 4 4 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT 5 0 5 10 \ I_ ' -I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 PEDESTRIAN RAMP LAYOUTS SHEET 67 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 0, HP A BROADWAY STREET AND PALM STREET — NORTH BROADWAY STREET AND PALM STREET — SOUTH REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Profession I Engineer under the laws of the State ofMinneso DRAWN BY: 1 CIVII Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 j G J UM, P.E. CHECKED BY: iDate 1 Z12/24 Lic. No. 23461 TAE www.hakanson—anderson.com HP bM D a � p 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEETS 10-15 FOR PEDESTRIAN CURB RAMP DETAILS. LEGEND ®LANDING AREA — 4'X4' MIN. DIMENSIONS. MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. ®TRANSITION CROSS SLOPE TO 2.0% OR LESS. fOINDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.3% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. —LrJ INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. X" CURB HEIGHT HP HIGH POINT f— DRAINAGE ARROW 4 4 6" CONCRETE WALK 5 0 5 10 \ _� -I SCALE IN FEET 5 0 5 10 \ I_ ' -I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 PEDESTRIAN RAMP LAYOUTS SHEEET 6H OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 3 0, z Ez No DATE REVISION � J N¢ o a N U r b S 0 0 I o 0 I 0❑ 00 0 00 0 0" I 0 I 0 BROADWAY STREET AND NEW STREET - NORTH BROADWAY STREET AND NEW STREET - SOUTH I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Profession I Engineer under the laws of the State ofMinneso DRAWN BY: 1 CIVII Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 j G J UM, P.E. CHECKED BY: iDate 1 Z12/24 Lic. No. 23461 TAEJI www.hakanson—anderson.com �n 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEETS 10-15 FOR PEDESTRIAN CURB RAMP DETAILS. LEGEND ®LANDING AREA — 4'X4' MIN. DIMENSIONS. MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. ®TRANSITION CROSS SLOPE TO 2.0% OR LESS. fOINDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.3% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. —LrJ INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. X" CURB HEIGHT HP HIGH POINT f— DRAINAGE ARROW 4 4 6" CONCRETE WALK 5 0 5 10 \ _� -I SCALE IN FEET 5 0 5 10 \ I_ ' -I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 PEDESTRIAN RAMP LAYOUTS SHEET 69 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 u HP Ines x 93 s WW 0❑ —7 x.W 3 BROADWAY STREET AND WRIGHT STREET — NORTH 114 6" 6" 00 HP 0❑" IMMI 00 _ 00 V.l p p 1 O❑ 0❑„ o o it BROADWAY STREET AND WRIGHT STREET — SOUTH REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Profession I Engineer under the laws 2024 BROADWAY & 7TH STREET of the State of�Minneso BRAWN BY: CIVII Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT j CHECKED BY: 763-427-5860 FAX 763-427-0520 iDate �12/24 G J UM,LIP:ENo 23461 TAE I I www.hakanson—anderson.com GENERAL NOTES: 1. SEE SHEETS 10-15 FOR PEDESTRIAN CURB RAMP DETAILS. LEGEND ®LANDING AREA - 4'X4' MIN. DIMENSIONS. MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. ®TRANSITION CROSS SLOPE TO 2.0% OR LESS. fOINDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.3% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. -LrJ INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. X" CURB HEIGHT HP HIGH POINT f— DRAINAGE ARROW 4 4 6" CONCRETE WALK 5 0 5 10 SCALE IN FEET 5 0 5 10 \ I_' -IFEET SCALE IN S.A.P. 086-675-020 S.A.P. 222-020-001 PEDESTRIAN RAMP LAYOUTS SHEET 70 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 I I I 17 1 — — — — — — — — — — — J 0 a 00 O F 00 p LIL00 0 U a a d oI 0 0 0 Q 0, oY ---------------- HP BROADWAY STREET AND RAMSEY STREET — NORTH 6❑ ' r Ir r„ A HP C 0❑ g —C L1-- 4 BROADWAY STREET AND RAMSEY STREET — SOUTH REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Profession I Engineer under the laws 2024 BROADWAY & 7TH STREET of the State ofMinneso DRAWN BY: 1 Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT 763-427-5860 FAX 763-427-0520 j G J UM, P.E. CHECKED BY: iDate 1 Z12/24 Lic. No. 23461 TAE www.hakanson—anderson.com 0 GENERAL NOTES: 1. SEE SHEETS 10-15 FOR PEDESTRIAN CURB RAMP DETAILS. LEGEND ®LANDING AREA — 4'X4' MIN. DIMENSIONS. MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. ®TRANSITION CROSS SLOPE TO 2.0% OR LESS. fOINDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.3% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. —LrJ INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. X" CURB HEIGHT HP HIGH POINT f— DRAINAGE ARROW 4 4 6" CONCRETE WALK 5 0 5 10 \ _� —I SCALE IN FEET 5 0 5 10 \ I_' -IFEET SCALE IN S.A.P. 086-675-020 S.A.P. 222-020-001 PEDESTRIAN RAMP LAYOUTS SHEET 71 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 41 3 0, n Fvq 07 F23 I ❑ O 00 O 00 o ❑ ress x931,3 aHw GENERAL NOTES: 1. SEE SHEETS 10-15 FOR PEDESTRIAN CURB RAMP DETAILS. LEGEND ®LANDING AREA — 4'X4' MIN. DIMENSIONS. MAX. 2.0% CROSS SLOPE IN ALL o DIRECTIONS. ®TRANSITION CROSS SLOPE TO 2.0% OR LESS. INDICATES PEDESTRIAN RAMP — SLOPE S SHALL BE BETWEEN 5.0% MIN. AND 8.3% MAX. IN THE DIRECTION SHOWN AND 0 2 2 CROSS SLOPE SHALL NOT EXCEED 2.0%. L — — — — — — — — INDICATES PEDESTRIAN RAMP — SLOPE — F SHALL BE GREATER THAN 2.0% AND LESS p0 D 4 THAN 5.0% IN THE DIRECTION SHOWN O O rc1 4 p AND CROSS SLOPE SHALL NOT EXCEED O O 2.0%. 0❑ n X" CURB HEIGHT ¢ HP HIGH POINT 0 0 DRAINAGE ARROW �J 6" CONCRETE WALK l6" X ssa 5 0 5 10 a3w \ -I SCALE IN FEET BROADWAY STREET AND HENNEPIN STREET — NORTH FV r 0 Z op S F oo D 1 24 I � BROADWAY STREET AND HENNEPIN STREET — SOUTH REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Profession I Engineer under the laws 2024 BROADWAY & 7TH STREET of tree state of Minneso DRON BY: 1 Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CHECKED BY: 763-427-5860 FAX 763-427-0520 jj J 'HUM, P.E. iDate 1 �12�24 Lic. No. 23461 TAE 1 1 www.hakanson—anderson.com 5 0 5 10 SCALE IN FEET S.A.P. 08 6— 675-020 S.A.P. 222-020-001 PEDESTRIAN RAMP LAYOUTS SHEET 72 () F BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 3 DATE ME 0 BROADWAY STREET AND WASHINGTON STREET — NORTH REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Profession I Engineer under the laws 2024 BROADWAY & 7TH STREET of the State of�Minneso DRAWN BY: CIVII Engineers and Land Surveyors sGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT j G J UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 iDate 1 /12/24 Lic. No. 23461 TAE www.hakanson—anderson.com GENERAL NOTES: 1. SEE SHEETS 10-15 FOR PEDESTRIAN CURB RAMP DETAILS. LEGEND AREA — 4'X4' MIN. DIMENSIONS. ®LANDING MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. CROSS SLOPE TO 2.0% OR ®TRANSITION LESS. fOINDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.3% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. `—LrJ INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. X" CURB HEIGHT HP HIGH POINT DRAINAGE ARROW 4 4 6" CONCRETE WALK 5 0 5 10 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 PEDESTRIAN RAMP LAYOUTS SHEET 73 OF BROADWAY STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 0 i Q oY D ---N- I, b p 3LF CONCRETE CURB AND GUTTER- \ 8LF V—CURB SEE SHEET 14 D I b D 16 SF 6" CONCRETE PAVEMENT --- / 3LF CONCRETE CURB AND GUTTER I- 12 SF TRUNCATED DOMES oo✓ -- SLF CONCRETE CURB AND GUTTER 8LF V—CURB >I SEE SHEET 14 ql o \ 97 SF 6" CONCRETE PAVEMENT \ ` 5LF CONCRETE CURB AND GUTTER ` 84 SF 6" CONCRETE WALK - 12 SF TRUNCATED DOMES 011 F29] GENERAL NOTES: 1. SEE SHEETS 10-15 FOR PEDESTRIAN CURB RAMP DETAILS. LEGEND AREA — 4'X4' MIN. DIMENSIONS. ®LANDING MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. CROSS SLOPE TO 2.0% OR O 2 8 26LF V—CURB SEE SHEET 14 ®TRANSITION LESS. WALKABLE SURFACE — SLOPE LESS THAN 8% INDICATES PEDESTRIAN RAMP —SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.3% p MAX. IN THE DIRECTION SHOWN AND S CROSS SLOPE SHALL NOT EXCEED 2.0%. O fO INDICATES PEDESTRIAN RAMP — SLOPE o SHALL BE GREATER THAN 2.0% AND LESS 0 THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 6„ 2.0%. X" CURB HEIGHT - HP HIGH POINT DRAINAGE ARROW as 6" CONCRETE WALK 30 HOSPITAL MAIN ENTRANCE AND MIDDLE SCHOOL PARKING LOT ENTRANCE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licensed Profession I Engineer under the laws of the State of/IMinneso DRAWN BY: 17111 CIVII Engineers and Land Surveyors I�C SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 j G J UM, P.E. CHECKED BY: iDate 1 Z12/24 Lic. No. 23461 TAE www.hakanson—anderson.com No o to zo \ SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 PEDESTRIAN RAMP LAYOUTS SHEET 2024 BROADWAY & 7TH STREET 74 IMPROVEMENT PROJECT BROADWAY STREET ;0'1'at CITY OF MONTICELLO, MINNESOTAO4 M0304 3 DATE BROADWAY STREET AND HART BOULEVARD GENERAL NOTES: 1. SEE SHEETS 10-15 FOR PEDESTRIAN CURB RAMP DETAILS. LEGEND ®LANDING AREA — 4'X4' MIN. DIMENSIONS. MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. TRANSITION CROSS SLOPE TO 2.0% OR LESS. )2 INDICATES PEDESTRIAN RAMP — SLOPE — — — — SHALL BE BETWEEN 5.0% MIN. AND 8.3% --`�— MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. 5 0 5 10 SCALE IN FEET —LrJ INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. X" CURB HEIGHT HP HIGH POINT f— DRAINAGE ARROW 6" CONCRETE WALK S.A.P. 086-675-020 S.A.P. 222-020-001 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: PEDESTRIAN RAMP LAYOUTS x prepared by me or under my direct supervision and that CJJ Hakanson Anderson am a duly Licensed Profession I Engineer under the laws 2024 BROADWAY & 7TH STREET of the State of�Minneso "A"BY: CIVII Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT 13ROADWAY STREET CHECKED BY: 763-427-5860 FAX 763-427-0520jjG J UM, P.E. www.hakanson—anderson.com CITY OF MONTICELLO MINNESOTA iDate1/12/2Lic. No. 23461 TAE M0304 a �>> 3 UI Z O U a a 0 d oI 0 n O 3 0 Z d U Z K Z � Z N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: J prepared by me or under my direct supervision and that I CJJ am a duly Licensed Profession I Engineer under the laws 0 of the State DNAWN BY: linneso SGJ G J UM, P.E. CHECKED BY: y iDate 1 /12/24 Lic. No. 23461 TAE BROADWAY STREET AND HIGHLAND WAY 5 0 5 10 \ SCALE IN FEET Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com GENERAL NOTES: 1. SEE SHEETS 10-15 FOR PEDESTRIAN CURB RAMP DETAILS. LEGEND AREA — 4'X4' MIN. DIMENSIONS. ®LANDING MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. CROSS SLOPE TO 2.0% OR ®TRANSITION LESS. fOINDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.3% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. `—LrJ INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. X" CURB HEIGHT HP HIGH POINT f— DRAINAGE ARROW 4 4 6" CONCRETE WALK S.A.P. 086-675-020 S.A.P. 222-020-001 PEDESTRIAN RAMP LAYOUTS SHEET 2024 BROADWAY & 7TH STREET 76 IMPROVEMENT PROJECT BROADWAY STREET OF CITY OF MONTICELLO, MINNESOTA 104 SHEETS M0304 50' CYCLE 10, 40' — 4" BROKEN—T LINE (YELLOW OR WHITE) J l 3' - � 3' L 1.5' MINIMUM UN —STRIPED DISTANCE BROKEN LINE DETAIL VARIES GENERAL CROSSWALK NOTES: 1. PAINTED AREAS TO BE CENTERED ON CENTERLINE AND LANE LINES. 2. A MINIMUM OF 1.5 FT. CLEAR DISTANCE SHALL BE LEFT ADJACENT TO THE CURB. IF LAST PAINTED AREA FALLS INTO THIS DISTANCE IT MUST BE OMITTED. 3. ON TWO LANE TWO WAY STREETS, USE SPACING SHOWN FOR AN 11 FT. INSIDE LANE. 4. FOR DIVIDED ROADWAYS, ADJUSTMENTS IN SPACING OF THE BLOCKS SHOULD BE MADE IN THE MEDIAN SO THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER LOCATION ACROSS THE TRAVELED PORTION OF THE ROADWAY. 5.AT SKEWED CROSSWALKS, THE BLOCKS ARE TO REMAIN PARALLEL TO THE LANE LINES AS SHOWN. 6.THE BLOCKS SHALL BE PLACED SO THAT THEY ARE NOT LOCATED IN THE WHEEL PATH OF THE VEHICLES DATE PERMANENT PAVEMENT MARKING GENERAL NOTES AND GUIDELINES: 1. THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. 2. EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS. 3. A TOLERANCE OF 1/4 INCH UNDER OR 1/4 OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAY VARY UP TO 1/2 FOOT FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. 4. THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON—METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. THIS WORK SHALL BE INCIDENTAL. 5. THE MULTI —COMPONENT MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE MULTI —COMPONENT LIQUID LINE TO PROVIDE AN IMMEDIATE NO —TRACK SYSTEM. 6. FOR 20 MIL APPLICATIONS, GLASS BEADS SHALL BE APPLIED AT A RATE OF AT LEAST 25 LB/GAL. THE "NO —TRACKING" CONDITION SHALL BE DETERMINED ON AN APPLICATION OF SPECIFIED THICKNESS TO THE PAVEMENT AND COVERED WITH GLASS BEADS AT THE RATE OF AT LEAST 25 LB/GAL. 7. OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50 DEGREES (°F) OR GREATER. 8. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS. 9. CONTRACTOR SHALL SWEEP AND DISPOSE OF EXCESS GLASS BEADS. REMOVAL AND DISPOSAL OF GLASS BEADS SHALL BE INCIDENTAL. GENERAL NOTES: 1. ARROW PAVEMENT MARKINGS SHALL BE 8 FEET. 2. ALL STRIPING SHALL BE EPDXY UNLESS OTHERWISE NOTED. 3. PAVEMENT MARKING CHARACTER AND MESSAGE AREAS ARE FROM PAGE R-3 OF THE PAVEMENT MARKING FIELD GUIDE. REFERENCE NOTES: 1Q SEE(_3_'FOR NUMBER AND PLACEMENT OF ARROWS. 77 30'-80' ARROW AT _MIDPOINT 200' OR LESS 50' 2 T 50' OVER 200' / / 20' 45° 4" SOLID LINE YELLOW —24" SOLID LINE YELLOW OPEDESTRIAN CROSSWALK MARKINGS TURN LANE MESSAGE PLACEMENT 4 LEFT TURN LANE ISLAND MARKINGS 77 77 77 S.A.P. 086-675-020 S.A.P. 222-020-001 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: STRIPING DETAILS SHEET prepared by me or under my directsupervisionand that I CJJ Hakanson Anderson am a duI Licen ed Prof essiom, En neer under the laws 2024 BROADWAY & 7TH STREET of the State or neso9 DRAWN BY: Civil Engineers and Land Surveyors or SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT IAI J. JOq UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 04 Date 1✓12/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 DATE REVISION GENERAL INFORMATION: PREFORMED THERMOPLASTIC: THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND THE PREFORMED THERMOPLASTIC MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S OBSERVATION. ENGINEER WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL RECOMMENDATIONS ON CLEAN AND DRY SURFACES. SEE SPECIAL PROVISIONS FOR PREFORMED THERMOPLASTIC MARKING FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND SPECIFICATIONS. EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. PAINT: EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES AT THE TIME OF APPLYING THE MARKING MATERIAL, THE APPLICATION AREA SHALL BE FREE OF CONTAMINATION. THE IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START CONTRACTOR SHALL CLEAN THE ROADWAY SURFACE PRIOR TO THE LINE APPLICAITON IN A MANNER AND TO THE EXTENT OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS. REQUIRED BY THE ENGINEER. A TOLERANCE OF 1/4 INCH UNDER OR 1/4 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE PAINT LINE. THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS MAY VARY UP TO ONE—HALF FOOT FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY EXCEPT WHEN USED AS A TEMPORARY MARKING, PAVEMENT MARKINGS SHALL ONLY BE APPLIED IN SEASONABLE WEATHER COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE WHEN AIR TEMPERATURE IS 50 DEGREES FARHENHEIT OR HIGHER AND SHALL NOT BE APPLIED WHEN THE WIND OR OTHER APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR CONDITIONS CAUSE A FILM OR DUST TO BE DEPOSITED ON THE PAVEMENT SURFACE AFTER CLEANING AND BEFORE THE OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS. MARKING MATERIAL CAN BE APPLIED. MULTI COMPONENT (MULTI COMP): THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTED THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO APPLICATION. PAVEMENT PAVEMENT SURFACES UNLESS ADEQUATE PROVISIONS ARE MADE TO PREVENT SPILLAGE OF MATERIAL. CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON—METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE ENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENT AND/OR LAITANCE ON LOW SPEED (SPEED LIMIT 35 MPH OR LESS) URBAN PORTLAND CEMENT CONCRETE ROADWAYS. SANDBLAST CLEANING SHALL BE USED FOR ALL MULTI COMP PAVEMENT MARKINGS. THE MULTI COMP MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE MULTI COMP LINE TO PROVIDE AN IMMEDIATE NO —TRACK SYSTEM. A MULTI COMP LINE SHALL BE APPLIED WITH A MINIMUM THICKNESS OF 20 MILS (WET) AND A MINIMUM WIDTH OF 4". GLASS BEADS SHALL BE APPLIED AT A MINIMUM RATE OF 25 LBS POUNDS PER GALLON. THE APPLICATION RATE SHALL BE SUFFICIENT TO ACHIEVE AN ACCEPTABLE NO —TRACK SYSTEM. OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR GREATER. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS. STRIPING KEY O CIRCLE —MULTI —COMPONENT F SQUARE—POLY PREFORMED THERMOPLASTIC TRIANGLE —PAINT PENTAGON —REMOVABLE PREFORMED PLASTIC MARKING 1ST DIGIT WIDTH 4", 8", ETC. 2ND DIGIT PATTERN S — SOLID B — BROKEN D — DOTTED/DOUBLE 3RD DIGIT COLOR W — WHITE Y — YELLOW B — BLACK EXAMPLE: 4SW = 4" SOLID LINE WHITE —MULTI —COMPONENT S.A.P. 086-675-020 S.A.P. 222-020-001 1 hereby certify that this plan, specification, or report was DESIGNED BY: PAVEMENT MARKING NOTES AND KEY S HEET prepared by me or under my directsupervisionand that I CJJ Hakanson Anderson adal Licen ed Professiona En Weer under the laws 2024 BROADWAY & 7TH STREET of me Sta+e of neeo9 DHawH Br: Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303IMPROVEMENT PROJECT RAI J. JO UM, P.E. CHECKED Br: 763-427-5860 FAX 763-427-0520 Datel/12/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA M0304 GENERAL NOTES: Pe 6SW 6SW w 1. SEE SHEETS 77 AND 78 FOR ADDITIONAL STRIPING c.9 NOTES AND DETAILS. of 4BW C-) 6SW �e 9 e 14'�� BEGIN S.A.P. 086-675-020 f 12' 245W 12SW BEGIN S.A.P. 222-020-001 _ STA — 0+63 � � � Y � � � ' T 0100 N 14 � 1+00 2+00 6SW 3+00 — 4+00 a 12' 4SY 14' r } _ CROSSWALK z CROSSWALK _ p f-lb p\° e ° e ° 4BW 14' SEE 77 y c�A 77 ~__ f 12' 3 0+'00 �1+00 14' 2+00 4SY 3+00 6SW 4+00 -- Ed W W TT- / EeU\am9 6SW fie; dog �� ° I v~i P9 i J ° // —— 6SW - 4BW I-------- — 1 --�- - - - - - - -L-------�-- 11 . .I °• . 9 � ° ° ° . I ° ' . ,I° I . ° . ° . ° ° I j• I° .°I °. .. I° ° ° , ° I °.. � I: I ° ° I.a I - I 6SW 5+00 � I 6+00 7+00— 8+00� 9+00 12' 4SY 14' r f 12'00 h 1-�- > O 5+00 6+00 14' 7+00 8+00 9+Iw _ —� 4SY _ T � CROSSWALK y w 12' SEE 2 N 77 LI e 6SW I I I I I I DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Lice d Profession Engineer under the laws of }he State of OHAWN BY: ;?innol SGJ JO UM, P.E. CHECKED l/IBY: iDate2/24 Lic. No. 23461 TAE ------ � w � 6SW \ 4BW � I 1 HakanAnderson 2024 BROADWAY & 7TH STREET Civil Engineersrs and Land Surveyors 3601 Thurston AveAnoka, Minnesota 55303 IMPROVEMENT PROJECT 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com Y \ 20 a 20 40 SCALE IN FEET 20 0 20 40 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 —001 SIGNAGE AND STRIPING PLAN SHEET 79 of BROADWAY STREET CITY OF MONTICELLO, MINNESOTA sH04 M0304 � 6Sw �I a I I I 6sw I I I 7a �� -------��-----°°I ° to A——°--- -- CROSSWALK e2 II 9+00SEE - 77 10+00 4SY 11+00� 12' 12+00 13+00 4BW 12' 1 m 1 4SY W-00 10+00 4BW 11+00 12+00 12 13+00 T m Cn = T VI w W U) W (n 6sw I I ssw I I I I I I I I I I I I I I I I I w w Ld N I I I I 6SW I I � I 6SW 4BW of UJI '�7 u of LML CROSSWALK e 14+00 15+00 16+00 17+00 18+00 SEE 77 I 12' 4SY 14' CROSSWALK SEE 77 f r 12' I - CROSSWALK m 14+00 5+00 14' 16+00 17+00 8+Ld SEE 2 Ld 4SY T = 77 w T 12' N w w --� w— — — — — — — — — — — — -- ------- — F — °— o w ssW 4Bw I 3 I I I I I 0 I Z I I I I I I 3 I I I I I I I I DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that CJJ �L Hakanson Anderson am a duly Li ed Profession Engineer under the laws 1■ 2024 B ROADWAY & 7TH STREET of the state of DNAWN BY: 1 Civil Engineers and Land Surveyors scJ 3so1 Thurston Ave., Anoka, Minnesota ss3o3 IMPROVEMENT PROJECT j ;innol JO UM, P.E. CHECKED BY: 763-427-586o FAX 763-427-0520 iDate l/�2/24 Lic. No. 23461 TAE www.hakanson-anderson.com GENERAL NOTES: 1. SEE SHEETS 77 AND 78 FOR ADDITIONAL STRIPING NOTES AND DETAILS. 20 0 20 40 SCALE IN FEET 20 0 20 40 -I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 -001 SIGNAGE AND STRIPING PLAN SHEET 80 of BROADWAY STREET CITY OF MONTICELLO, MINNESOTA sH04 M0304 w w F- CD 18+00 1 L— — — — — — — — 12' T 19+0' 14' I I I I I I ssw © 4BW ______--- / / IMMI p 7 i i l 00 14' 1W+00 19+00 — =I T v1 T w w VI of w I I I 3 II I I I I 20+00 4SY 21+00 6SW 12' 4SY 12' 20+00 21+00 4BW I 6SW — 23+00 24+00 1 6SW 1 1 1 1 —%' 12' 1 4SY 1 4BW 25+00 0 a---------1— L(6S1 F w w N - CROSSWALK SEE ew 77 a 22+00 3 0 22+00 — w I m w �N L_ H w w N CROSSWALK SEE 77 w N I a I La Of Cn I z - CROSSWALK La SEE 77 La ° i 6SW 26i00� 27+00 14' m -;o r 12' - - - - 0 l i w m > 4BW 14' z m 23+00 24+00 25+00 4SY 26+00 27+w~I) a ¢I _ w 12' f/1 W NI T 7 f m La6SW r CROSSWAL6SW zSEE(4) z a w z z_ E. w a.z N � 0 DATE REVISION N j I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that DESIGNED BY: CJJ Hakanson Anderson a m am a duly Licen ed Profession of the State of ;iol Engineer under the laws , DNAWN BY: SGJ CIVII Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT 763-427-5860 FAX 763-427-0520 a i JO }iUM, P.E. CHECKED BY: Date1L12/24 Lic. No. 23461 TAE www.hakanson-anderson.com GENERAL NOTES: 1. SEE SHEETS 77 AND 78 FOR ADDITIONAL STRIPING NOTES AND DETAILS. Y \ 20 0 20 40 SCALE IN FEET 20 0 20 40 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 -001 SIGNAGE AND STRIPING PLAN SHEET 81 of BROADWAY STREET CITY OF MONTICELLO, MINNESOTA s 04 M0304 zw I I I I ° I I ssw 6SW — • f �, ° , ° Boiling U I 6 ly i T° U 29Ap 30+00 31+00 27+00 12' 28+00 i I _ I I I 4SY 6SW I I 14'an 65Y CROSSWALK — 0 12' SEE 4SY 00 f 12' ;W+00 28+00 29+00 30i00 31+00 w =1 —� m ELI LLJ — — — — — —'�� — — — — — —� T v 6SW 4BW 6SW I I ZW I I I 3 per > sew ° � O >,b a •° --° ----- ----- — — — — — — — — — — — �— — — — — — %" ° — — c . — — — — Oil 4BW 14' 33+00 32+00 — I T 6SW I 1 1, r 14' 32+00 E3 N � 0 DATE REVISION N J o � N w U z �Y 34+00 — I — 4SY 35+00 — I 33+00 34+00 35+00 1 4SY ---- — T 6SW 4BW 36SW I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Li— ed Profession Engineer under the laws of the State of innesot DRAWN BY: �q{ SGJ j R4fG JO UM, P.E. CHECKED BY: iDate1ZU4AA Lic. No. 23461 TAE Hakanson Anderson 1� Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 36+00 1 O x 00 — ao 36+w) w 2 — — — — — — — — ------1UJI a— GENERAL NOTES: 1. SEE SHEETS 77 AND 78 FOR ADDITIONAL STRIPING NOTES AND DETAILS. 20 0 20 40 SCALE IN FEET 6SW 20 0 20 40 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 —001 SIGNAGE AND STRIPING PLAN SHEET 2024 BROADWAY & 7TH STREET 82 IMPROVEMENT PROJECT BROADWAY STREET of CITY OF MONTICELLO, MINNESOTA sH04 M0304 E3 --- ----- ----- 4BW 14' — 37+00 36+00 — 14' 38+00 I — 37+00_ — — — — — 38 00 — 'W+00 — — =1 _--- V) .. D e • ' — — — — — — — — — — — °D. . eD • r D r . D e. . °D ° n _�e�° • ° ° . .D a D e e ° ° . .• . � 14'-1 . D — n 39+00 40+00 I — — 4 39+00 1 0 40+00 I — � ICI III o ----------_ E 4SW 6SW 6SW IIIIIIII' IIIIIIII1 IIIIIIII' 41+00 42+00 SY 43+00 44+ O 45+00 6SW —i 1— I 4BW I— I— I- w O QI w W V) � 4SY r 14' CROSSWALK — SEE - f I _ _ 41+00 12' i 42+00 43 l0� 44+00 45+Ld — 4BW JJJ--- I 6SW I � I I = I 4SY I v=i 12' _ •W REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I am a duly Licegineer under the laws d Profession��IUM, CJJ of }he State of DRAWN BY: ;?innol iJO P.E. SGJ CHECKED BY: Date Lic. No. 23461 /1 TAE 1Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com GENERAL NOTES: 1. SEE SHEETS 77 AND 78 FOR ADDITIONAL STRIPING NOTES AND DETAILS. 20 0 20 40 SCALE IN FEET 20 0 20 40 -I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 —001 SIGNAGE AND STRIPING PLAN SHEET 2024 BROADWAY & 7TH STREET 83 IMPROVEMENT PROJECT BROADWAY STREET of CITY OF MONTICELLO, MINNESOTA sH04 M0304 N / 14' w / V 7 a a f / 6sw --- L —------------------------ 6SW F— 14' 50+00 51+00 • 4SY � 14' z W , a 1 N m 50+00 51+00 o <I I I a W W C� N z c� J �I 1 52+00 1 — 52+00 I � 6SW z a i z J� 4& V 6�------- 4BW 53+00 x 53+00 1 Z E c� N N � N � o DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: N j prepared by me or under my direct supervision and that CJJ Hakanson Anderson a am a duly Licen ed Profession of the State of Engineer under the laws , DNAWN BY: CIVII Engineers and Land Surveyors m SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 a i ;iol JO }iUM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 Date1L12/24 Lic. No. 23461 TAE www.hakanson—anderson.com J4tVV I I — H 54+w) N W W (r 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT 5 GENERAL NOTES: 1. SEE SHEETS 77 AND 78 FOR ADDITIONAL STRIPING NOTES AND DETAILS. 20 0 20 40 T SCALE IN FEET 20 0 20 40 SCALE IN FEET' S.A.P. 086-675-020 S.A.P. 222-020 —001 SIGNAGE AND STRIPING PLAN SHEET 84 of BROADWAY STREET CITY OF MONTICELLO, MINNESOTA s 04 M0304 E3 _ M — — — �0 4BW y 6SW 14' - 54+00 55+00 56+00 57+00 58+00 59-f I I I I I I I I I I I 4SY 13/*.9' N p ppe p o e o ° . p . • o° e . o • . o , e ° — �I 14' ------ 14' v 00 3 F 4BW 0 ;w+00 55+00 56+00 57+00 58+00 mad WI 0 w w !AJ o 14' 6SW o 0 [ .. ----------------------------------------- r 4 4 6SW -1 59+00 60+00 I 4SY I I •p a ep♦ •n .p o ♦ B� .• o� 1�J 4BW ILL 0 12' 59+00 60+00 m I ♦ s ° >p • n D 4BW 6SW 6SW 14' 61+001 62+00 I I I I I — 12' 4SY r 61+00 62+00 1f C6S (Wow- — � — — — — — — — — — — — — — — REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I gineer under the laws am a duly Li ed Profession��IUM, CJJ of the State of innesot DRAWN BY: �q{ j RAfG JO P.E. Date Lic. No. 23461 i/1 SGJ CHECKED BY: TAE 1Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com L 14' 63+00 i 63+W) _ — V) La —w v 1 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEETS 77 AND 78 FOR ADDITIONAL STRIPING NOTES AND DETAILS. 20 0 20 40 SCALE IN FEET 20 0 20 40 —I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 -001 SIGNAGE AND STRIPING PLAN SHEET 85 of BROADWAY STREET CITY OF MONTICELLO, MINNESOTA sH04 M0304 E -03 ELU 64+00 =I I I V) W W — 68+00 z a - ; mQ 68 00 z I i ¢ W W ¢ O NI VI r o O a i 11 1 1 q Ze I e O z z z E. o.z N N � o DATE REVISION N J o � N w z z C � � Y 4SY 69+00 1 65+00 I I 4BW h GENERAL NOTES: I 1. SEE SHEETS 77 AND 78 FOR ADDITIONAL STRIPING NOTES AND DETAILS. y y� 14' � � e CROSSWALK 3 f SEE e2 0 12' 66+00 67+00 77 w _ — 6SW I m 12'T Ld w 6SW 24SW O , — — — — — — — — — — — — — — 70+00 I r 14.3' 71+00 71+00 I I 6E r 72+w) N W 4 _ --- --- --- --- 20 0 20 40 SCALE IN FEET S.A.P. 086-675-020 — — S.A.P. 222-020-001 I hereby certify that this plan, specification, or report was DEslcHEO BY: SIGNAGE AND STRIPING PLAN SHEET prepared by me or under my direct supervision and tnot CJJ �L Hakanson Anderson 86 om a duly Li d Profession Engineer under the lows 1■ 2024 B ROADWAY & 7TH STREET of }he state of DRAWN BY: Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303IMPROVEMENT PROJECT BROADWAY STREET ;?innol JO UM, P.E. CHECKED Br: 763-427-5860 FAX 763-427-0520 104 iDatel/�2/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 20 0 20 40 SCALE IN FEET I I 1 4 00 4BW ;LLJ 73+00 =I I I I N W L: 7 OE r t - � 76+00 a o_ LLJ 76+00 m — I Q ssw LLJ W aI 0 1 M O 0 Z J z 4BW 6SW z .zz E N � M I 14' 14' f 3 - 0 74+00 12 75+00 76+00 J — m w w 6 O O — — — — — — T D O PB 4BW D Q END S.A.P. 086-675-020 END S.A.P. 222-020-001 _ STA - 77+28 _ m M 77+00_ a 78+00 +_ 0 � r z ,B 0 CROSSWALK 0 SEE�2 _ 77 78�00 I 0 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: N j prepared by me or under my direct supervision and that I CJJ a am a duly Li cen ed Profession Engineer under the laws N a of the State of innesot DNAWN BY: m SGJ a i / JO¢ uM, P.E. CHECKED BY: Date 1/12/24 Lic. No. 23461 TAE — — — — — -- ------------ IL 79+00-`68 78+99 I I np Hakanson Anderson 1� Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com GENERAL NOTES: 1. SEE SHEETS 77 AND 78 FOR ADDITIONAL STRIPING NOTES AND DETAILS. Y \ 20 0 20 40 T SCALE IN FEET 20 0 20 40 -1 SCALE IN FEET S.A.P. 08 6- 675-020 S.A.P. 222-020-001 SIGNAGE AND STRIPING PLAN SHEET 2024 BROADWAY & 7TH STREET 87 IMPROVEMENT PROJECT BROADWAY STREET OF CITY OF MONTICELLO, MINNESOTA sH04 M0304 GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. MONTICELLO LAURING APARTMENTSI GREEN LP BLUE SKY / \ COAST, LLC DAVID BRINKMAN $ z i SPQ LLC r�tvAv ° — — • • 1 • :—�-,1 • /MINIMUM LANE — — — T — — —� � WIDTH SHALL BE 11' J -- ICITY OF 7TH STREET \ / MONTICELLO ---� �/ 4 s # ® _. • \/ / 3 / /-------1—� IJR&R II LLC i�----------------- BBF PROPERTIES, INC \ Q N I \ 3S L 8 IJR&R II, LLC RIVERWOOD BANK I �/ � —TEMPORARY STRIPE (TAPE) DATE LEGEND • TYPE B CHANNELIZING DEVICE WORK ZONE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Profession I Engineer under the laws of the State olinneso DBA" BY: uIIC SGJ j NG J UM, P.E. CHECKED BY: iDate 1 Z12/24 LIC. No. 23461 TAE 50 0 50 100 SCALE IN FEET S.A.P. 08 6— 675-020 S.A.P. 222-020-001 Hakanson Anderson TRAFFIC CONTROL SHEET 1 Civil Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET WALL CONSTRUCTION 88 OF 3601 Thurston AveAnoka, Minnesota 55303 IMPROVEMENT PROJECT 7TH STREET 763-427-5860 FAX 763-427-0520 104 www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 MONTICELLO APARTMENTS LAURING GREEN LP £�Ol M ��yd o60 I I I BLUE SKY COAST, LLC A I \ I ' \\ —20MIN. 1 25' \ • TYP —T — -- ---- - —• — —4 • • CITY OF 7TH STREET • • -1• • • MONTICELLO MINIMUM LANE J I WIDTH SHALL / L — — — — — — — — — — — — — — — — — i i IJR&R II, LLC I+ BE 11'__. IJR&R II, LLC RIVERWOOD BANK GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. h VJ / � O \ DAVID BRINKMAN SPO, LLC �/ \IBBF PROPERTIES, INC I I� I r I J I I I � I I • 10 60' N /I— TEMPORARY STRIPE (TAPE) 3w IKENFARMCO LLCI IJPV PROPERTIES, LLC \ LEGEND • TYPE B CHANNELIZING DEVICE ` WORK ZONE o Q Q32 � Q N 3 3 U Q M O ' 1 U 0 Z J z 50 0 50 100 Z SCALE IN FEET' Hw S.A.P. 086-675-020 S.A.P. 222-020-001 N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: TRAFFIC CONTROL SHEET J prepared by me or under my direct supervision and that CJJ Hakanson Anderson of a duly Licensed Profession Engineer under the laws 2024 BROADWAY & 7TH STREET SIDEWALK AREA 1 89 a of the state of Minneso "A" ar: 1 Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 of 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT 7TH STREET jjG �. J UM, P.E. CHECKED BY: www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA 104 a y iDate 1 /12/24 23461 TAE LIC. NO. SHEETS M0304 GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. HILLSIDE HILLSIDE I SILVERCREST PROPERTIES I PROPERTIES III I (APARTMENTS LLCI I MDI LP #671 / WRIGLEY HOLDING I CO LLC \ I I / I I / 7TH STREET \ — — — — - -- C • u— \ 50' T / • _ — -` — --- -- -- I � ? 00 I • / 3 -I -I- -- -- -- ---� -- -- -- - - I �I UNITED STATES I UNITED STATES I I BRAVERA BANK I I MONTICELLO TRAINING POSTAL SERVICE I POSTAL SERVICE I CENTER, LLC LEGEND • TYPE B CHANNELIZING DEVICE WORK ZONE 3 U Q M O O 3 0 Z Q d 50 0 50 100 z SCALE IN FEET z Hw S.A.P. 08 6— 675-020 S.A.P. 222-020-001 N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: TRAFFIC CONTROL SHEET J prepared by me or under my direct supervision and that CJJ Hakanson Anderson of a duly Licensed Profession Engineer under the laws 2024 BROADWAY & 7TH STREET SIDEWALK AREA 2 90 a of the state of Minneso "A" ar: 1 Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 of 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT 7TH STREET jjG �. J UM, P.E. CHECKED BY: www.hakanson-anderson.com CITY OF MONTICELLO, MINNESOTA 104 a y iDate 1 /12/24 23461 TAE LIC. NO. SHEETS M0304 GARDNER GARDNER I� GARDNER \ / IPROPERTIES LLC PROPERTIES LL PROPERTIES LLC LEGEND • TYPE B CHANNELIZING DEVICE 3 U . WORK ZONE Q M O 0 Q d z Z Ez N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: J prepared by me or under my direct supervision and that I CJJ am a duly Licensed Profession Engineer under the laws of the State of Min ne ro re DRAWN BY: SGJ j jj RAJG �. J UM, P.E. CHECKED BY: o y iDate 1 /12/24 Lic. No. 23461 TAE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com BLUFFS IN OONTICELLO LLC z C9 P 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEET 20 FOR ADDITIONAL TRAFFIC CONTROL NOTES AND DETAILS. 30 0 30 60 � -I SCALE - IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 TRAFFIC CONTROL SHEET 9 SIDEWALK AREA 3 OF 7TH STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 3 \ BLUE SKY -----\ i /� t \ T. COAST, LLC \ \ \ \ \ o Mrv5C4< � o.m — O \9 \` I I1 11 ssa3Alg oa ` \ • --' » \ \ \ \ PROTECT THE EXISTING 415LF SEDIMENT — TREES AND SIDEWALK_ I — — — — —E CONTROL LOG 7TH STREET I / (INCIDENTAL) / SEE e � 9 vvv PROTECT STREET LIGHT 0+00 +00 1+00 / I / 2+00 O^ O C 1 3 y __emu `G_<� a - . � X X _ X— \ RE/940.J--------------_-- ----- ° s<� \ SAWCUT 26LF BTUMINOUS PAVEMENT BEGIN RETAINING WALL REMOVAL REMOVE 4.I 9 SY BTUMINOUS PAVEMENT -- ----SEE T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---�---- REMOVE 337LF FENCE --- --------------------------------- I / SAWCUT 4LF CONCRETE PAVEMENT'-- I / REMOVE 2OLF CURB AND GUTTER J / BBF I PROPERTIES, / DAVID BRINKMAN \ �f 2 \14 _ \\ 5i %0o OI 4xT INC TEMPORARY CONSTRUCTION EASEMENT IJR&R II, LLC IJR&R II, LLC I IBBF PROPERTIES, INC GENERAL NOTES: 1. SEE 6 FOR PROTECTION REQUIRED AT CURB AND GUTTER REMOVAL AREAS. 2. SEE SHEET SHEET 93 FOR REMOVALS ON THE NORTH SIDE OF THE STREET. REFERENCE NOTES: 1Q INLET PROTECTION SEE SHEET 9. END RETAINING WALL REMOVAL « \ / LEGEND HAND SOIL BORING SEE PROJECT SB 15'�6 MANUAL 20 0 20 40 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 DATE REVISION I herebyby certify that this plan, specification, or repo was DESIGNED BY: EXISTING CONDTIIONS AND REMOVALS SHEET prepared by me a under i direct supervision and that CJJ Hakanson Anderson om a duly Li nsed Professi al Engineer under the bows 9. Y 2024 BROADWAY & 7TH STREET WALL CONSTRUCTION 92 of }he state Minne ta. DRAWN BY: CIVII Engineers and Land Surveyors or _ scJ 3601 Thurston Ave., 0 Anoka, Minnesota 55303 IMPROVEMENT PROJECT 7TH STREET jj C IG J. CHUM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 04 iDate1/12/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 3 BLUE SKY COAST, LLC SAWCUT 3LF CONCRETE PAVE ENT REMOVE 5 SY CONCRETE PAVE ENT w w SAWCUT 1OLF BITUMINOUS PAVEMENT REMOVE 4 SY BITUMINOUS PAVEMENT I N U / o III �l SAWCUT 4LF CURB AND GUTTER REMOVE 31LF CURB AND GUTTER / I I � o SAWCUT 7LF CONCRETE PAVEME1NT � I •D I orm M55 / � SALVAGE SIGN j s< m pkpp� / RE-/ ADD BITUMINOUS PAVEMENT / l' SAWCUT 39LF BITUMINOUS PAVEMENT /' REMOVE 140LF ----REMOVE 11 SY BITUMINOUS PAVEMENT,-,--_ PAVEMENT MARKING 02 - (\ \ 1k REMOVE 48 SF ' PAVEMENT MARKING ; --T UL / GENERAL NOTES: 1. CONTRACTOR SHALL REMOVE CROSS WALK PAVEMENT MARKINGS THAT CROSS 7TH STREET AND WALNUT STREET (NORTH SIDE). EXISTING CROSSWALK PAVEMENT MARKINGS ARE NOT SHOWN. REMOVAL IS 252 SF. 2. SEEe FOR PROTECTION REQUIRED AT CURB AND GUTTER REMOVAL AREAS. 6 REFERENCE NOTES: (])THIS STRIPE INCLUDES A DOUBLE LINE. THIS WILL BE MEASURED AS A SINGLE LINE FOR REMOVAL. (2)THE PERIMETER OF THIS STRIPING INCLUDES A DOUBLE LINE. THIS WILL BE MEASURED AS A SINGLE LINE FOR REMOVAL. Q INLET PROTECTION SEE SHEET 9. I - SAWCUT 3LF CURB AND GUTTER REMOVE 77LF CURB AND GUTTER } SALVAGE CASTING DAVID BRINKMAN DAVID I SPQ, LLC I BRINKMAN I SPO, LLC - REMOVE 63 SY CONCRETE PAVEMENT REMOVE ET38PSY AVEMENT - SAWCUT 24LF CONCRETE PAVEMENT - SAWCUT 19LF SAWCUT 2LF CURB AND GUTTER REMOVE 162LF CURB AND GUTTER CONCRETE PAVEMENT - SAWCUT 2LF CURB - AND GUTTER REMOVE 75LF CURB I / \ AND GUTTER -- - - - - - - - -SALVAGE SIGN • 2 +uu 77 REMOVE 242 SY 1 7TH STREET T— < BITUMINOUS PAVEMENT cc� 4+; 4+001 1 LEGEND HAND SOIL BORING SEE PROJECT SS1509 MANUAL DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly IrMsed, Professi al Engineer under the laws of }he Statein e ta. DRAWN BY: _ SGJ j C IG J. CHUM, P.E. CHECKED BY: iDate 1 /12/24 LIC. No. 23461 TAE a � 9' ! I REMOVE 64LF - PAVEMENT MARKIN'= - REMOVE 38 SY CONCRETE PAVEMENT - SAWCUT 19LF CONCRETE PAVEMENT r w w o: r rn r z J 3 SAWCU 5LF GURB AID GUTTER REMOV= 94LF CURB 1KND GUTTER II SALVAGE SIGN B i — SALVAGE 9 SY _ SAWCUT 5LF CONCRETE PAVEMENT / d _ LANDSCAPING- - REMOVE 17 SY CONCRETE PAVEMENT -< SALVAGE 59 SY 'J LANDSCAPING SALVAGE SIG SAWCUT SAWCUT 2LF CURB AND GUTTER !r72 180LFT REMOVE 63LF J k' i MARKING (1) PAVEMENT REMOVE 48 SF MARKING PAVEMENT MARKING REMOVE 48 SF 11 PAVEMENT MARKING 4+77 I IBBF PROPERTIES, INC Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT ,--REMOVE 21 SY CONCRETE PAVEMENT .—SAWCUT 54LF BITUMINOUS PAVEMENT — -REMOVE 11 SY BITUMINOUS PAVEMENT SEEe �NREMOVE 7 43LF CURB AND GUTTER i SAWCUT 2LF CURB AND GUTTER - SAWCUT 6LF CONCRETE PAVEMENT 20 0 20 40 -I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 -001 EXISTING CONDTIIONS AND REMOVALS SHEET 93 SIDEWALK AREA 1 OF 7TH STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 HILLSIDE HILLSIDE PROPERTIES III I PROPERTIES 576LF SEDIMENT — CONTROL LOG REMOVE 3 SY _GONCRET� PAVEMENT t,Z6$6� SAWCUT 25LF BITUMINOUS PAVEMENT UNITED STATES POSTAL SERVICE SEE 6 SILVERCRE! — APARTMENTS, i .0 I SAWGb !-F e 7TH STREET CONCRETE PAVEMENT �i1X q`��" " 0 i 3+00 _ _ — — 4+00 y r_ � _ G 2+00�� _ � I / _ _ - - -— -954-T —� — — —�--�— _ 00 E-952.08 --— ------ — J5Cr -- --- _ _ — --_ —I _ � I REMOVE 27LF CURB AND GUTTER I SAWCUT L I CONCRETE PAVEMENT � UNITED STATES I BRAVERA BANK I � MONTICELLO TRAINING POSTAL SERVICE CENTER, LLC MDI LP #67 I �I WRIGLEY HOLDING CO, LLC \\ HILLSIDE TOWHOMES ASSOC. MONTI REFERENCE NOTES: 1� INLET PROTECTION SEE SHEET 9. 20 0 20 40 T SCALE IN FEET 0 20 40 —1 IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: EXISTING CONDTIIONS AND REMOVALS SHEET prepared by me or under my direct supervision and that CJJ �L Hakanson Anderson 94 am a duly Licensed PofessionQl Engineer under the laws 1■ 2024 B ROADWAY & 7TH STREET of the State linner. 'I BRAWN BY: 1 Civil Engineers and Land Surveyors SIDEWALK AREA 2 of 14l SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT 7TH STREET jj CHECKED Br: 763-427-5860 FAX 763-427-0520 1 O4 iDatelZIZZ G �. JOB MLic.ENo. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 3 .\ o SAWCUT 61-F CONCRETE PAVEMENT 0+00 \ \ \ I I I I I I STREET CLEAR AND GRUB TREE 1+00 -H3> � --tea 31OLF SILT FENCE SEE e - 9 ` 1 ---------__ 325LF SEDIMENT CONTROL LOG SEE 9 / \ \ \ \ \ \ \ \ \ \ \ P ID A55050000020 BLUFFS IN MONTICELLO, LLC CLEAR AND GRUB TREE 1 `fix s SAWCUT 61-F \ CONCRETE PAVEMENT I REFERENCE NOTES: 1� INLET PROTECTION SEE SHEET 9. 20 0 20 40 T SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 —001 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: EXISTING CONDTIIONS AND REMOVALS SHEET prepared by me a under i direct supervision and that CJJ Hakanson Anderson of a duly Li nsed Professi al Engineer under the laws 2024 BROADWAY & 7TH STREET 95 of the State Minne ta. BHAWNBY: 1 civil Engineers and Land Surveyors SIDEWALK AREA 3 of SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT 7TH STREET jj C IGJ. CHUM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 1O4 iDate1/12/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 1+00 +00 \ BLUE SKY �/ W I DAVID BRINKMAN I COAST, LLC 9 a co - o a r �\ c+00.. \ R \ \/ \, MH 9 \ 'xoo33a 9 an I \ — TH STREET s0 \ \ 2+00 3+00 / \ 2 0 \ \ 0 0 0 o U tr L u o o o 0 0 6700 ,z• ^ 4x39 230 SY GRAVITY J / \ P Sao RETAINING WALL 20LF 812 CONCRETE d\ START RETAINING SEE PROJECT MANUAL CURB AND GUTTER \ WALL CONSTRUCTION FOR DESIGN AND I CONSTRUCTION DETAILS 1Q - 4.9 SY BITUMINOUS PATCH \ \ ----------------------------------------------------/ - - SEE /1 \<< ,z\ \ --t----------------------- I F_ BBF PROPERTIES, INC RJR&R II, LLC IJR&R II, LLC I G O z z Ez N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: J prepared by me or under my direct supervision and that I CJJ am a duly Lien In Professions Engineer under the laws of the State of mnesot DNAWN BY: z SGJ o i j G JCI hUM, P.E. CHECKED BY: y Date 1 /12/24 Lic. No. 23461 TAE RETAINING WALL - CON-5TRUCTION TEMPORARY CONSTRUCTION EASEMENT IBBF PROPERTIES, INC Hakanson Anderson 1� Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT GENERAL NOTES: 1. SEE SHEETS X6-X9 FOR WALL CROSS SECTIONS. 2. SEE SHEET 97 FOR CONSTRUCTION ON NORTH SIDE OF STREET. 3. FURNISH AND INSTALL EROSION CONTROL ITEMS PRIOR TO THE START OF CONSTRUCTION. SEE SHEET 92. 4. ALL EXCAVATION REQUIRED TO CONSTRUCT THE WALL SHALL BE INCIDENTAL. REFERENCE NOTES: 1Q ONLY THE WALL SURFACE ABOVE THE FINAL GRADE WILL BE MEASURED. WALL BELOW FINAL GRADE SHALL BE INCIDENTAL. WALL SHALL BE PAID PER ITEM 2411 PRECAST CONCRETE STONE RETAINING WALL. i22 CONTRACTOR SHALL FURNISH AND INSTALL 4 INCHES OF LOAM TOPSOIL ON ALL DISTURBED AREAS BETWEEN THE SIDEWALK AND PARKING LOT. 20 0 20 40 SCALE IN FEET S.A.P. 086-675-020 S. A. P. 222-020-001 CONSTRUCTION PLANS SHEET WALL CONSTRUCTION 96 OF 7TH STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 a a BLUE SKY 90 SF CROSS ROSS WALK COAST, LLC 1 INSTALL , SEE 2 II 77 31 SF 8" CONCRETE 15 SY BITUMINOUS PATCH SEE 7 54 SF 6" CONCRETE WALK 14 SF TRUNCATED DOMES 166 SF 4" )NCRETE WALK ° j ��INSTA LEGEND PROPOSED BITUMINOUS PAVEMENT PROPOSED CONCRETE 4" WALK SEE CITY STANDARD PLATE 5012 PROPOSED CONCRETE 6" WALK SEE CITY STANDARD PLATE 5012 ® PROPOSED TRANSITIONAL CONCRETE WALK. SEE SHEETS 100 AND 101. ® PROPOSED 8" CONCRETE WALK EXISTING CONCRETE PAVEMENT I DAVID BRINKMAN BRIAVID SPO, LLC I I SPO, LLC 52 SF TRANSITIONAL — 317 SF 8" CONCRETE WALK 1Q CONCRETE WALK — 131 SF 6" CONCRETE WALK 55 SF TRANSITIONAL , 12 SF TRUNCATED DOMES 625 SF 4" CONCRETE WALK ' TRANSITIONAL50 SF CONCRETE WALK 1Q CONCRETE WALK - 13 SF 4" CONCRETE WALK 447 SF 8" CONCRETE WALK 121 SF 4" — -i191 SF 4 77 SF TRANSITIONAL CONCRETE WALK 10 56 SF TRANSITIONAL CONCRETE ALK CONCRETE 621 SF 8" CONCRETE WALK WALK CONCRETE WALK 1Q ---------- ---- 85 SF TRANSITIONAL INSTALL a CONCRETE WALK 1Q INSTALL _6 _ _ _ SIGN J 168LF B618 SIGN CONCRETE CURB A GUTTER 1 1 SEE ( J~ — 94LF B618 CONCRETE 4D _ 2 101 SY BITUMINOUS PATCH Y 07 SEE 1 SEE 2CURB AND GUTTER 721F<es1A_SINCRETE CURB AND GUTTER - 6SW— �987LF B618 CONCRETE — 4DY 7TH STREET CURB AND GUTTER 41-39 15 SF PAVEMENT J 15 SF PAVEMENT 4+p0 MARKING MARKING 3 LF B618 CONCRETE o — CU B AND GUTTER 1, o IRKING -MENT RKING � -- — —°— -- --- -- --- ° — — — — ° 115 SF PAVEMENT MARKING 6 FOR WALL CONSTRUCTION GENERAL NOTES: 1. SEE SHEETS X10—X12 FOR SIDEWALK CROSS SECTIONS. 2. SEE SHEETS 77 AND 78 FOR ADDITIONAL STRIPING INFORMATION. 3. CONTRACTOR SHALL CONSTRUCT PEDESTRIAN CROSS WALK FLASHER SYSTEM AT WALNUT STREET. SEE SHEETS S1, S3, S4, S5, AND S6. 4. SEE SHEETS 100 AND 101 FOR PEDESTRIAN CURB RAMP LAYOUTS. 5. FURNISH AND INSTALL EROSION CONTROL ITEMS PRIOR TO THE START OF CONSTRUCTION. SEE SHEET 93. REFERENCE NOTES: 1D THE TRANSITIONAL WALK SHALL BE PAID PER ITEM 2521 6" CONCRETE WALK. (2) CONTINUE PAR THROUGH DRIVEWAY. MAXIMUM CROSS SLOPE SHALL BE 2%. DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Lien ed Professions Engineer under the laws of the State of in nesot DRAWN BY: SGJ jj G JCI I•IUM, P.E. CHECKED BY: Date 1 /12/24 Lic. No. 23461 TAE cc \ IBBF PROPERTIES, INC I 90 SF CROSS SE�VjS 2 WALK . 177 4+k RE=946.68 - 1 NORTH WALNUT STREET CROSS WALK 97 NOT TO SCALE Hakanson Anderson 1� Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com Zw J W 3N 163 SF 6" CONCRETE WALK 22 SF TRUNCATED DOMES SEE Q7 126 SF - CROSS WALK SEE e77 43LF 8618 CONCRETE CURB AND GUTTER • _ 11 SY BITUMINOUS PATCH g — — SEE 6SW 124 SF 6" CONCRETE WALK 22 SF TRUNCATED DOMES Y \ GUTTER POINT 5' PAR 2% MAX SLOPE 20 0 20 40 � -I SCALE -IN FEET MATCH EXISTING 0.20' 2% MAX 3/4"/FT d —d- 8" CONCRETE A A ° VARIES — 5' _ = 12" 18" Q DRIVEWAY ENTRANCE hOT To SCALE S.A.P. 08 6— 675-020 S.A.P. 222-020-001 CONSTRUCTION PLANS SHEET 2024 BROADWAY & 7TH STREET SIDEWALK AREA 1 97 of IMPROVEMENT PROJECT 7TH STREET CITY OF MONTICELLO, MINNESOTA 104 SHEETS M0304 s HILL HILLSIDE I PROPERTIES III I PROPERTIES I — — — 1 7TH STF; ISILVERCRES APARTMENTS, C I LEGEND _ PROPOSED BITUMINOUS PAVEMENT PROPOSED CONCRETE 4" WALK SEE CITY STANDARD PLATE 5012 PROPOSED CONCRETE 6" WALK SEE CITY _ STANDARD PLATE 5012 — - PROPOSED TRANSITIONAL CONCRETE WALK. ® SEE SHEETS 102. ® PROPOSED 8" CONCRETE WALK SEE _ C C C C31111 7 SF 8" CONCRETE WALK q " 3+00 4+00 - 12+00 —'— — — — — — — — — — •— — — — — — osm� ` •"• --- T--- . $E 952.Oe• + _ — �_ 1 —�•�r "------------------------------------ — — _------------------- I 3379 SF 4" CONCRETE WALK 68 SF 1TRUNCATED DOMES TRANSITIONAL CONCRETE WALK 1Q 2 SF I 35 SY MILL I 27LF B612 CONCRETE CURB AND GUTTER UNITED STATES I UNITED STATES I I BRAVERA BANK I I MONTICELLO TRAINING POSTAL SERVICE I I POSTAL SERVICE I I CENTER, LLC MDI LP #67 WRIGLEY HOLDING CO, LLC 54 SF TRANSITIONAL CONCRETE WALK (1� • ° -11 13LF B612 CONCRETE — / CURB AND GUTTER I EXISTING CONCRETE PAVEMENT GENERAL NOTES: 1. SEE SHEETS X13—X18 FOR SIDEWALK CROSS SECTIONS. 2. SEE SHEET 102 FOR PEDESTRIAN CURB RAMP LAYOUTS. 3. FURNISH AND INSTALL EROSION CONTROL ITEMS PRIOR TO THE START OF CONSTRUCTION. SEE SHEET 94. REFERENCE NOTES: (!)THE TRANSITIONAL WALK SHALL BE PAID PER ITEM 2521 6" CONCRETE WALK. \� I HILLSIDE \� TOWHOMES \ \ ASSOC. MONTI �9 9tOO 50 T--__--- —_ I ° _ •— — — —. _ _ e _ _ _ _ _ _ °• -6UR T- r i-1 54 SF TRANSITIONAL CONCRETE WALK 1Q I R — — —----------- \ —14LF B612 CONCRETE CURB AND GUTTER I — 1965 SF 4" CONCRETE WALK — — — I \ MONTICELLO TRAINING CENTER, LLC 20 0 20 40 T SCALE IN FEET A > R 20 0 20 40 L SCALE IN FEET S.A.P. 08 6— 675-020 S.A.P. 222-020-001 DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLANS SHEET prepared �y me or under my direct supervision and that CJJ Hakanson Anderson 98 of a dul Lien�nn,�, rofessional En ineer under the laws 9 Y 2024 BROADWAY & 7TH STREET SIDEWALK AREA 2 of the state ofota BRON BY: Civil En ineers and Land Surve ors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303IMPROVEMENT PROJECT 7TH STREET J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 104 iDatel/I2/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 LEGEND PROPOSED CONCRETE WALK SEE CITY STANDARD PLATE 5012 EXISTING CONCRETE PAVEMENT GENERAL NOTES: 1. SEE SHEETS X19—X20 FOR SIDEWALK CROSS SECTIONS. 2. FURNISH AND INSTALL EROSION CONTROL ITEMS PRIOR TO THE START OF CONSTRUCTION. SEE SHEET 95. REFERENCE NOTES: 1Q RETAINING WALL CONTRACTOR SHALL SUBMIT A FINAL WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL v ENGINEER. (2) ONLY THE WALL SURFACE ABOVE THE FINAL GRADE WILL a BE MEASURED. WALL BELOW FINAL GRADE SHALL BE o INCIDENTAL. U r O U 0 0 O 3 0 Z i z Z Hz N� DATE REVISION � J N o a N U �z oY MINIMUM AUTOMATIC SETBACK 1/4" PER COURSE TOPSOIL 4"HX18"WX12"D KEYSTONE CAP ME UNIT OR APPROVED EQUAL IIIJ =III-1 COMPACTED REINFORCED 8"HX18"WX12"D S BACKFILL ZONE KEYSTONE ' COMPACT UNIT RETAINED OR APPROVED �� BACKFILL EQUAL S j GEOGRID REINFORCEMENT OR APPROVED EQUAL IF REQUIRED TOPSOIL VARIES: APPROX. (1) 8" 12" COURSE PER 6'-0" VERTICAL HEIGHT TYPICAL RETAINING WALL SECTION D 99 NO SCALE I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Lien ed Professions Engineer under the laws of the State of innesot DRAWN BY: 1 CIVII Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 j G JCI kUM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 Date 1 /12/24 Lic. No. 23461 TAE www.hakanson—anderson.com II 1 — I 20 0 20 40 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020 —001 CONSTRUCTION PLANS SHEET 2024 BROADWAY & 7TH STREET SIDEWALK AREA 3 99 OF IMPROVEMENT PROJECT 7TH STREET CITY OF MONTICELLO, MINNESOTA 104 SHEETS M0304 3 I I I I I I I iI ° 54 SF 6" CONCRETE WALK I14 SF TRUNCATED DOMES I p I cc \ I a / i i p i ap /p ap � p / � RE's33 ao 4 / I RE=93383 0" H �O « 04 oo� « 00 i o Ot p — ❑ o ❑ I HP mH 7TH STREET AND LOCUST STREET 3 6] p } 4 p 1 0 0 / a p ap p -A HP 4 t p p F7 N FROM 4" CONCRETE E TO 8" CONCRETE F35 0 — — — — — GENERAL NOTES: — — — - 1. SEE SHEETS 10-15 AND 16-19 FOR PEDESTRIAN CURB RAMP DETAILS AT INTERSECTIONS AND DRIVEWAYS. / Aj _ A Z\ p 4 ] 0 BRINKMAN PROPERTY DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Lien rofessional Engineer under the laws 2024 BROADWAY & 7TH STREET of the State ofat.BY:CIVII Engineers and Land SurveyorsSGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT J. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 Date 1 /12/24 Lic. No. 23461 TAE I I www.hakanson-anderson.com 9 LEGEND AREA - 4'X4' MIN. DIMENSIONS. ®LANDING MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. ®TRANSITION CROSS SLOPE TO 2.0% OR LESS. f�INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.3% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. `-LrJ INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. X" CURB HEIGHT HP HIGH POINT �— DRAINAGE ARROW as 6" CONCRETE WALK s o s No \ � SCALE IN FEETi s o s No SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 PEDESTRIAN RAMP LAYOUTS SHEET 100 OF 7TH STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 _ I --- ---- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TRANSITION FROM 4" — — F3 8 6„ H CONCRETE TO g" ° CONCRETE � � � TRANSITION FROM 4" � 4 CONCRETE TO 8" CONCRETE TRANSITION FROM 4" ° 0" ° H CONCRETE TO 8" 6" ° 0" CONCRETE 4 ° TRANSITION FROM 4" p 4 H 'd CONCRETE TO 8" ° p CONCRETE � 0" ° p �4 G" ,� H 41 F39] � ° ° 0" ° e6„ 40 � D.. 4 6„ _ n 4 _ 6" SPO, LLC PROPERTY 1z.. F2 S 0 IN HP- 0„ o -- d �I o O 5 0 5 10 z ' SCALE IN FEET J' z — z aw 7TH STREET AND WALNUT STREET — NORTH N� DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: J prepared by me or under my direct supervision and that I CJJ am a duly LiceLA rofessional Engineer under the laws 0 of the State ofota DNAWN BY: —. SGJ J.JOC UM, P.E. CHECKED BY: a y iDa18 1 /12/Lic. No. 24 23461 TAE 111 F 43 an a 7TH STREET AND WALNUT STREET — SOUTH HakanAnderson 2024 BROADWAY & 7TH STREET Civil Engineersrs and Land Surveyors 3601 Thurston AveAnoka, Minnesota 55303 IMPROVEMENT PROJECT —Al I 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com GENERAL NOTES: 1. SEE SHEETS 10-15 AND 16-19 FOR PEDESTRIAN CURB RAMP DETAILS AT INTERSECTIONS AND DRIVEWAYS. LEGEND LANDING AREA — 4'X4' MIN. DIMENSIONS. MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. ®TRANSITION CROSS SLOPE TO 2.0% OR LESS. f�INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.3% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. INDICATES PEDESTRIAN RAMP — SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. X" CURB HEIGHT HP HIGH POINT -mil DRAINAGE ARROW as 6" CONCRETE WALK Y \ 5 0 5 10 SCALE IN FEET 5 0 5 10 \ I—' —I SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 PEDESTRIAN RAMP LAYOUTS SHEET 101 OF 7TH STREET 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 3 DATE 44 0" � a TRANSITION FROM 4" CONCRFTE8 CONCRETE _ — POST OFFICE PROPERTY ICI 5 0 5 10 SCALE IN FEET �/ 1 ICI 5 0 5 10 \ SCALE IN FEET MONTICELLO TRAINING CENTER. LLC PROPERTY S.A.P. 086-675-020 S.A.P. 222-020-001 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: PEDESTRIAN RAMP LAYOUTS SHEET prepared by me or under my al Engineer and that CJJ Hakanson Anderson 102 am a duly Lien rofessional En ineer under the laws 2024 BROADWAY & 7TH STREET of the State ofat.BY:CIVII Engineers and Land Surveyors OFSGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT 7TH STREET jjJ. JOC UM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 1 04 iDate1/12/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 GENERAL NOTES: 1. SEE SHEETS 10-15 AND 16-19 FOR PEDESTRIAN CURB RAMP DETAILS AT INTERSECTIONS AND DRIVEWAYS. LEGEND LANDING AREA - 4'X4' MIN. DIMENSIONS. MAX. 2.0% CROSS SLOPE IN ALL DIRECTIONS. ®TRANSITION CROSS SLOPE TO 2.0% OR LESS. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MIN. AND 8.3% MAX. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. f�INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. X" CURB HEIGHT HP HIGH POINT -gl DRAINAGE ARROW 4 4 6" CONCRETE WALK 3 0, / a a a� yid i REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I roIf..,.-ionklErgineer under the laws of the State ofoDRAWN am a duly LicekRA CJJ BY: SGJ jj Id M, P.E. CHECKED BY: Date 1 /12/24 LIC. No. 23461 TAE WFSJ sJ r� N SJRFFJ EXISTING CONCRETE CURB Hakanson Anderson 1� Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT LEGEND _ FULL DEPTH RECLAMATION D &C-1 PAVEMENT CORE SEE — PROJECT MANUAL GENERAL NOTES: 1. THE CONTRACTOR SHALL PROTECT ALL EXISTING CURBS AND CONCRETE SLABS. REFERENCE NOTES: Q1 CONTRACTOR SHALL SALVAGE 6" OF RECLAIM MATERIAL (CV) TO REUSE AS AGGREGATE BASE. THIS WORK SHALL BE PAID PER ITEM 2215 HAUL FULL DEPTH RECLAMATION. THE CONTRACTOR SHALL RECLAIM THE BITUMINOUS AREA TO THE MAXIMUM EXTENT PRACTICAL. THERE MAY BE AREAS OF PAVEMENT ALONG THE EDGES OF THE CURB THAT CAN NOT BE RECLAIMED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THIS BITUMINOUS. THIS WORK SHALL BE INCIDENTAL. 10 0 10 20 SCALE IN FEET' S.A.P. 086-675-020 S.A.P. 222-020 —001 EXISTING CONDITIONS AND REMOVALS PLAN 1SHEET 03 OF 6TH STREET PARKING LOT 104 CITY OF MONTICELLO, MINNESOTA SHEETS M0304 3 DATE 12" WHITE LETTERIP HC SYMBOL SEE e0 LEGEND BITUMINOUS PAVEMENT SEE e 0 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240B) iQ BITUMINOUS MATERIAL FOR TACK COAT 2.5" TYPE SP 12.5 NON -WEARING COURSE MIXTURE (SPNWB230B) Z 6" RECLAIM AGGREGATE BASE SEE SHEET 103 )C\�x"cxxxxxx PLACED ON APPROVED SUBGRADE Q BITUMINOUS PATCHING SECTION NOT TO SCALE = 36 IN. - 40 IN. r INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING FOR ACCESSIBLE PARKING SPACE OR STALL OH.C. PARKING SYMBOL 104 NOTES: E PAID PER ITEM 2360 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) (TON). E PAID PER ITEM 2360 TYPE SP 12.5 (2,B) (TON). iE CONTRACTOR SALVAGES THE RECLAIM MATERIAL THE CONTRACTOR SHALL EXCAVATE AND REMOVE NATELY 4" OF IN PLACE SOIL TO PROVIDE DEPTH FOR THE NEW BITUMINOUS. EXCAVATION OF THIS WILL BE PAID PER ITEM 2106 EXCAVATION — COMMON. DISPOSAL OF THE EXCESS SOIL SHALL BE t ITEM 2106 HAUL AND DISPOSE OF EXCESS MATERIAL. s 10 0 10 20 SCALE IN FEET S.A.P. 086-675-020 S.A.P. 222-020-001 REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: CONSTRUCTION PLAN SHEET prepared by me or under my direct supervision and that I CJJ Hakanson Anderson am a duly Licen ed Profession Engineer under the laws 2024 BROADWAY & 7TH STREET 104 of the state of inresot . DRAWN BY: Civil Engineers and Land Surveyors or SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT 6TH STREET PARKING LOT jj JO HUM, P.E. CHECKED BY: 763-427-5860 FAX 763-427-0520 104 iDate1�12/24 Lic. No. 23461 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 0+75 1+75 960I I960 960I I960 -- -- - -- -__-------- - - - - - � 953 � - II956 9L" ' � II956 952III952 951 I II952 U) Lo 950I 950 950 950 -40 -20 0 20 40 -40 -20 0 20 40 0+50 1+50 960I I960 960I I960 95S 956 9L" I956 952III952 951 I II952 N N 950I 950 950 950 -40 -20 0 20 40 -40 -20 0 20 40 0+16.53 1 +25 960I I960 960I I960 ---------1 953-_ - - - -- - - - - 9L" ,- "� 956 952III952 951I II952 Lo (1 950I 950 950 950 -40 -20 0 20 40 -40 -20 0 20 40 0+00 1+00 a m 960 960 960 960 0 -------------- I956 -9LC I956 953-------_--- 0 N 952 to 952 951I952 N Ln 0)0) 950 950 -40 -20 0 20 40 -40 -20 0 20 40 950 z E z �a DATE REVISION DESIGNED BY: Cii Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET S0J 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT 763-427-5860 FAX 763-427-0520 CHECKED BY: YTAE www.hakanson-anderson.com S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS HART TO FENNING AVENUE SHEET I OF BROADWAY STREET CITY OF MONTICELLO, MINNESOTA X20 M0304 3+25 960' -- — _ — — 960 953 06 II956 N 954 954 —40 —20 0 20 40 3+00 960960 953 06 II956 N 954 954 —40 —20 0 20 40 2+75 960 960 953 06 II956 N 954 954 —40 —20 0 20 40 960 953' 954 —40 960 953 954 —40 2+50 960 956 954 —20 0 20 40 2+25 960 II956 954 —20 0 20 40 Q 2+00 m a� 0 n 0 i 960 960 953 ' — II956 c� N w 954 —40 —20 �0 20 40 954 z E z N o DATE REVISION DESIGNED BY: CJJ a DRAWN BY: SGJ o CHECKED BY: YTAE 4+75 960 _ Y 960 / II956 9LC LO 0)954 954 —40 —20 0 20 40 4+50 960 — --- --�960 9LC II956 LO 0)954 954 —40 —20 0 20 40 4+25 960 --------------- J 960 II956 9L3 N 954 954 —40 —20 0 20 40 4+00 960 _ _ _ 1960 9L3 N II956 954 954 —40 —20 0 20 40 3+75 960 960 9L3 ---- — — — — — ' � II956 954 954 —40 —20 0 20 40 3+50 960 1960 9LC II956 954 954 —40 —20 �0 20 40 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS HART TO FENNING AVENUE X2T 2024 BROADWAY & 7TH STREET L of IMPROVEMENT PROJECT BROADWAY STREET CITY OF MONTICELLO, MINNESOTA X20 M0304 7+25 6+00 960 960 o 960 _ 960 KL r 956 _ ---' - - - ----� / __ _ 953 956 95 c 952 U) LO 954 954 950 950 -40 -20 0 20 40 -40 -20 0 20 40 7+00 5+75 960 I 1960I ------------- '-- 960�� - - 960 9L�- - - 956 953� � - � - - - - � � 956 95� � - � - � � 952 954 rn 954 950� rn �950 -40 -20 0 20 40 -40 -20 0 20 40 6+75 5+50 960 I 1960 -=—s"—�`-------- - - - - - - -- ` - - 960 I 1960 956 - _ - _ - - - _ _ 1956 - - - - -�----� 953I - - - - - - - - m I956 95_I 952 954 I954 950 a) 950 -40 -20 0 20 40 -40 -20 0 20 40 6+50 5+25 960 I 1960 -- 960I - - - - - - \ _ - _ 1960 KC - - - -- -- - ' I956 953 m 956 95' W 952 954 rn 954 950 rn 950 -40 -20 0 20 40 -40 -20 0 20 40 m 5+00 6+25 a' 0 0 960 - - - • - 960 960 960 i o c� -------' _ o------ -- -- - ---- - - - - - - - - - - ---`------ 953 - - - - - - - , - I956 9L" - - - - - - - m ap 956 N V u1 954I I954 954 954 -40 -20 0 20 40 -40 -20 0 20 40 z E z DATE REVISION DESIGNED BY: Cii Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET U SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CHECKED B763-427-5860 FAX 763-427-0520 Y: YTAE www.hakanson-anderson.com S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS HART TO FENNING AVENUE X3T J OF BROADWAY STREET CITY OF MONTICELLO, MINNESOTA X20 M0304 8+25 960 95J rn \ 952II v N rn 950 -40 -20 0 20 8+00 9+25 960 960I 960 ' -\-- - 956 95"-------------- - � - ---- 956 II952 95.1 v II952 N 950 950 m 950 40 -40 -20 0 20 40 960960 953 - 956 952II v II952 N 950 950 -40 -20 0 20 40 7+75 960 960 951 ------ ----� ��1 956 952II M II952 N 950 950 -40 -20 0 20 40 7+50 960 957 -------------- 952 ri N 950 � -40 -20 0 20 40 REVISION 960 956 952 950 DESIGNED BY: CJJ DRON BY: SGJ CHECKED BY: TAE 9+00 960' 960 95" \ - ` / - - - - - - - - - 956 i 957 952 N 950 m 950 -40 -20 0 20 40 8+75 i 960 960 -- 95----1I � _ -` __ _ _ ' 956 i 95.1 Q I952 N 950 950 -40 -20 0 20 40 8+50 960 960 95" �`I956 95.1 II952 N 950 950 -40 -20 0 20 40 I 1 HakanAnderson 2024 BROADWAY & 7TH STREET Civil Engineersrs and Land Surveyors 3601 Thurston AveAnoka, Minnesota 55303 IMPROVEMENT PROJECT 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com S.A.P. 08 6- 675-020 S.A.P. 222-020-001 CROSS SECTIONS HART TO FENNING AVENUE SHEET X4 BROADWAY STREET CITY OF MONTICELLO, MINNESOTA X20 M0304 3 9+96.60 960' '960 ----_ -------- 953 956 N 954 954 -40 -20 0 20 40 9+86.78 960 960 --------------- J 1956 956 - - - - - - --------------- N 954 954 -40 -20 0 20 40 9+50 960' '960 956 --- - - -- - - - -\ __ - - - - -- I956 952 952 N 950 950 -40 -20 0 20 40 REVISION DESIGNED BY: Cii Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 CHECKED BY: 763-427-5860 FAX 763-427-0520 TAE I I www.hakanson-anderson.com S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS HART TO FENNING AVENUE X5T 2024 BROADWAY & 7TH STREET J of IMPROVEMENT PROJECT BROADWAY STREET CITY OF MONTICELLO, MINNESOTA X20 M0304 0+50 944- - - 944 Y GA 940 BW=940.77 940\- - - - - - - - - - - - - - - - - - - N 933 OD OD936 M M 934 934 -40 -20 0 20 40 0+25 C 944' — — — _ — ',944 940 _--— — — — — — - - - — - - - - - - - - - - - - — 940 rn 933 o 0 936 M M 934 934 -40 -20 0 20 40 0+00 944' ----- _----�944 940 ------ 00 940 vv 930 938 -40 -20 0 20 40 REVISION DESIGNED BY: CJJ DRAWN BY: SGJ CHECKED BY: TAE 1+25 i 943 II948 944II -- - - II944 TW=942.5 — T 940 940 GABW=937.51—I 93C 936 - ------ - - - - - - - - - - - M 93_ co 932 M M 930 m m 930 -40 -20 0 20 40 1+00 i 943 II948 944II - - - - II944 TW=942.5 — r 940 940 GABW=938.52 =i 93C r -- - - - - - - - - - - - - 936 93_ 932 M M 930 930 -40 -20 0 20 40 0+75 i 9401 1948 944' - _ - '944 TW=942.5 — r I 940 GABW=939.55 — 940 -------------- -� 93C�\--�------- ^ ^ I936 934 934 -40 -20 0 20 40 11 HakanAnderson 2024 BROADWAY & 7TH STREET Civil Engineersrs and Land Surveyors 3601 Thurston AveAnoka, Minnesota 55303 IMPROVEMENT PROJECT 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com LEGEND TW = ELEVATION AT TOP OF WALL GABW = ELEVATION OF GROUND AT BOTTOM OF WALL S.A.P. 08 6- 675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET X6 OF WALL CONSTRUCTION CITY OF MONTICELLO, MINNESOTA X20 M0304 2+00 C 948 948 944II — — — — — II944 TW=942.5— 940 940 931 GABW=935.72 _J II936 932 — M M 932 930 m m 930 —40 —20 0 20 40 1+75 C 948' 948 944II - — — — — —II944 TW=942.5 — �-- 940 940 931 6 3 GABW=95.9. IE / — — — , II936 Lo N I932 932r------- M M 930 rn rn 930 —40 —20 0 20 40 1+50 C 2+75 944' 944 TW=942.75 — —,/ — — — — — — — — — — I 940 940 93C GABW=935.57 II936 93'r — ----- M M � 932 930 m m 930 —40 —20 0 20 40 2+50 i 944II 944 TW=942.5 — 940 940 93C 'ABW=935.54 —_ 936 _------------ ------- - I932 93'r � � M M 930 m m 930 —40 —20 0 20 40 2+25 948'I 948 940'I 948 944II 944 944II — — — — — — — — — — II944 TW=942.5 — >' TW=942.5 — — — i d m 940I I940 940I I940 n� 0 o GABW=936.70 I 933 — — ' 93C GABW=935.51— 936 o---- r ------------------ I936 --- w— r — — — — — — — — — ----------- 1932 932 M M 932 93_ C4 M� 930 m m 930 930 m m 930 z —40 —20 0 20 40 —40 —20 0 20 40 Ez mi N� J DATE REVISION DESIGNED BY: CJJ HakanAnderson Na DBawN BY: 1 Civil Engineersrs and Land Surveyors 2024 BROADWAY & 7TH STREET SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CHECKED BY: 763-427-5860 FAX 763-427-0520 TAE www.hakanson—anderson.com S.A.P. 08 6— 675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET x7 of WALL CONSTRUCTION CITY OF MONTICELLO, MINNESOTA X20 M0304 3+50 944 TW=943.0— - - - _- - - 944 940 --_ �EXPOSED 940 GABW=936.73 WALL ABOVE = 942.12 93� - - - - - - - - ---- - - - 936 - -- 932 932 M M 930 930 -40 -20 0 20 40 3+25 944 TW=943.0— - - -944 940 r - - - TXPOSED 940 WALL ABOVE = 94227 931 - - - - - GABW=936.05 - - - - - - I936 932I rn 932 M M 930 a,I930 -40 -20 0 20 40 3+00 944 TW =943.0— - _._-- - - - - - 944 940 I EXPOSED WALL 940 ABOVE = 942.27 933 GABW=935.69 — I936 - --- - - -- - - -- 932r- M M M M 932 930 �0� 930 -40 -20 20 40 REVISION DESIGNED BY: CJJ DRON BY: SGJ CHECKED BY: TAE 4+15.94 944'-__--ti944 TW=943.0— - ��----- 940 GABW=939.53 — ` 940 EXPOSED WALL --- -----N ABOVE = 942.00 93C�/--------- � � I936 M M 934 al 934 -40 -20 0 20 40 4+00 944' TW=943.0— - ��------- 940 / 940 GABW=938.63 / EXPOSED WALL _--_-_-- _--- ABOV [ = 942.00 93Cr ------------- - I936 of 93_ J� 932 M M 930 930 -40 -20 0 20 40 3+75 944' - - - 944 TW=943.0— - __- --- 940 � / / 940 93C GEXPOSED WALL ABW=937.58 ABOVE = 942.0 -------------------- - --- , 936 Lo 93_ 932 930 930 -40 -20 0 20 40 11 HakanAnderson 2024 BROADWAY & 7TH STREET Civil Engineersrs and Land Surveyors 3601 Thurston AveAnoka, Minnesota 55303 IMPROVEMENT PROJECT 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com S.A.P. 08 6- 675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET X8 OF WALL CONSTRUCTION CITY OF MONTICELLO, MINNESOTA X20 M0304 4+38.87 948 948 944'� _,_---___---- '�944 940 - - - - 940 �------------------------�� 1 M 93S 00 . 936 M M 934 934 -40 -20 0 20 40 4+25 a a 944 ___�944 M O 940� - --- �940 N __ -`- - - - -- _ v m 933� � a!936 n n c� M M z 934 0) 0) 934 w z —40 —20 0 20 40 E z 'n M DATE REVISION DESIGNED BY: CJJ a DRAWN BY: �0 SGJ f z CHECKED BY: YTAE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET 2024 BROADWAY & 7TH STREET X9 IMPROVEMENT PROJECT WALL CONSTRUCTION of CITY OF MONTICELLO, MINNESOTA X20 M0304 2+00 944944 1 + 11.71 940 11 940 ('L 931 936 93CI ' 936 — — — — — N A 932II v v II932 9K J a II932 M M M M 930 930 930 � � 930 -40 -20 0 20 40 -40 -20 0 20 40 1 +77.85 0+75 940 940 931 936 93CI 936 932II ro ro 932 9K II932 M M M M 930 930 930 � � 930 -40 -20 0 20 40 -40 -20 0 20 40 1+50 0+50 940 940 CL , 931 936 93C -- - 936 932II O< 932 9K 11 932 M M M M 930 930 930 � � 930 -40 -20 0 20 40 -40 -20 0 20 40 1+25 d 0t22.68 940 940 mi 0 0 - _ _ _ - _ - - - - _ / 933I I936 93CI - /1 - - - - - - - 936 _ 6 - w �,fl'V - - - - - - - - - - - - / MM m 932II - - - - - - M M 932 93' ui ui 932 z 930 930 930 rn 930 -40 -20 0 20 40 -40 -20 0 20 40 z Hw S.A.P. 08 6- 675-020 n S.A.P. 222-020-001 a DATE REVISION DESIGNED BY: SHEET J CJJ Hakanson Anderson CROSS SECTIONS x10 DRON BY: 1 Civil Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET of SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT SIDEWALK AREA 1 CHECKED Br: 763-427-5860 FAX 763-427-0520 x20 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS Y M0304 3+00 940948 944II - -� E�,I+i�l� - - -- ------------ 944 rn 940 940 930 938 -40 -20 0 20 40 2+75 944II 944 940 940 i � � M 93S v v II936 934 934 -40 -20 0 20 40 2+50 CL 944II _ -- -- 940 i 931 j N mm 932 vv 930 -40 -20 0 944 a d mi 940 0 n 0 933 0 i 932I U 930 z -40 Ez mi N� DATE REVISION �J N¢ o a N U � Z o Y 2+25 4+00 943 II948 N ----- 944II ��------------ -944 vv 947 942 -40 -20 0 20 40 943 944II 947 -40 ---------944 940 943 II936 944 932 940 930 933 20 40 -40 3+75 948 -- -- -�� ------------------- 944 vv � � I -20 0 20 40 942 3+50 II948 i-------- ---- ----------------944 n 940 � � I -20 0 20 40 938 944 3+25 940 943 948 II--------- -- aI944936 944II _ -- - -- - - �-� - - -- - n N 0 0 932 940 940 vv as -20 0 20 40 930 930 -40 -20 0 20 40 938 S.A.P. 08 6- 675-020 S.A.P. 222-020-001 DESIGNED BY: CROSS SECTIONS SHEET ci i �� HakanAnderson 2024 BROADWAY & 7TH STREET x1 Dxawx BY: 1 Civil Engineerrss and Land Surveyors of SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT SIDEWALK AREA 1 CHECKED Br: 763-427-5860 FAX 763-427-0520 X20 TAE www.hakanson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 4+42.88 948 -- - — — — — --— — — — 948 — —— 944 Ao Ao I944 94: —40 —20 0 20 40 a Q m 4+25 M O O i 948 I948 1944 944 94 �� _42 w z —40 —20 020 40 E z mi 'n M DATE REVISION DESIGNED BY: CJJ a DRAWN BY: �0 SGJ f CHECKED BY: YTAE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET 2024 BROADWAY & 7TH STREET X12 IMPROVEMENT PROJECT SIDEWALK AREA 1 of CITY OF MONTICELLO, MINNESOTA X20 M0304 1+00 952' -- — i��til„� 952 943 II948 N 941 C16 —40 —20 0 20 40 0+75 952II , 952 943 o II948 N 941 C16 —40 —20 0 20 40 1+75 0+50 95" 956 952II s, 952 952II — — _ _ _ 952 943 o II948 943 ^ II948 941 —40 —20 0 20 C46 40 94C —40 —20 0 946 20 40 1+50 0+25 95" 956 CL 952II 952 95.1 952 — — — — — / 941 o N 948 940 I948 943 —40 —20 0 20 C46 40 94C —40 —20 0 946 20 40 1+25 d 0+00 95" 956 m n� 0 CL n 952I 95.1 + anY \ — — I952 I952 943I o I948 940I I948 N N z 943 —40 —20 rn 0 20 C46 40 94C —40 —20 0 946 20 40 Ez mi N� J DATE REVISION DESIGNED BY: CJJ HakanAnderson Na Dxawx BY: 1 Civil Engineersrs and Land Surveyors 2024 BROADWAY & 7TH STREET SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CHECKED BY: 763-427-5860 FAX 763-427-0520 TAE www.hakanson—anderson.com S.A.P. 08 6— 675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET X13 of SIDEWALK AREA 2 CITY OF MONTICELLO, MINNESOTA X20 M0304 2+75 95S 952II------- rn 950 —40 —20 0 20 951 952II 950 —40 951 952 941' 941 —40 a d mi 951 0 n O i 952 0 941 c� 941 w —40 E z N M 61 DATE REVISION o a c� �z o Y 2+50 N rn —20 0 20 2+25 M N rn —20 0 20 2+00 N Ol —20 0 20 3+75 960' '960 II956 KL" _ 956 952 9511 c 952 Lo 950 950 950 40 —40 —20 0 20 40 3+50 960' '960 II956 9LC , i J956 � an 952 951 �952 N I950 950 950 40 —40 —20 0 20 40 956 3+25 952 KL 956 948 951 Mf 952 Cl6 950 950 40 —40 —20 0 20 40 956 3+00 I952 KL" I956 II948 951I M I952 Cl6 950 950 40 —40 —20 0 20 40 DESIGNED BY: Cii Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET SOJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CHECKED BY: 763-427-5860 FAX 763-427-0520 TAE I I www.hakanson—anderson.com S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET X14 OF SIDEWALK AREA 2 CITY OF MONTICELLO, MINNESOTA X20 M0304 960 95S 952' 950 —40 —20 960 95S 952' 950 —40 —20 960 953 952' 950 —40 —20 0 d 960 mi 0 O i 95S 3 N 952 c� w 950 —40 —20 z E z 'n M DATE REVISION o a c� 0 o Y 4+75 0 Lo rn 0 20 4+50 co rnLn 0 20 4+25 L rn 0 20 4+00 0 20 5+75 I960 960I I960 956 9L" °� — J��- — 956 II952 951 I N 952 950 40 950 rn —40 —20 0 20 40 950 5+50 I960 960I I960 956 KL" 956 II952 951 I N II952 950 40 950 rn —40 —20 0 20 40 950 5+25 I960 960I I960 1956 9L" 956 II952 951I N II952 950 40 950 a, —40 —20 0 20 40 950 5+00 I960 960I I960 I956 KL" V, _ 956 II952 951 II952 I N 950 40 950 rn —40 —20 0 20 40 950 DESIGNED BY: Cii Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET SOJ I I 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CHECKED BY: 763-427-5860 FAX 763-427-0520 TAE www.hakanson—anderson.com S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET X15 OF SIDEWALK AREA 2 CITY OF MONTICELLO, MINNESOTA X20 M0304 6+75 960 960 7+75 95S -. - — 956 960 960 952 U II952 9L" V - Lo I956 950 —40 0) —20 0 20 950 40 954 a) —40 —20 0 20 40 954 6+50 960 960 7+50 95S ---�—.� I956 960 960 II952 _- _- - __ _- 952II 9L" V Lo 956 950 —40 —20 0 20 950 40 954 a, —40 —20 0 20 954 40 6+25 960 960 7+25 953 _ _�-__ _ — -- I956 960 960 II952 t Sf° I956 952II Lo L 9L3 Lo 950 —40 —20 0 20 950 40 954 —40 —20 0 20 954 40 6+00 a d mi 960 960 7+00 0 � 953 � " — 960 960 0 I956 952 to 952 9L- N Ln I956 z 950I —40 —20 0 20 950 40 954 —40 —20 0 20 954 40 E z o j � M DATE REVISION DESIGNED BY: Cii Hakanson Anderson a DRAWN BY: Civil Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET u SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CHECKED BY: 763-427-5860 FAX 763-427-0520 YTAE www.hakanson—anderson.com S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET xis OF SIDEWALK AREA 2 CITY OF MONTICELLO, MINNESOTA X20 M0304 8+75 960 95S - N 952 m N rn 950 -40 -20 0 20 8+50 960 95S n 952I � N 950 � -40 -20 0 20 8+25 960 953 N 954 � -40 -20 0 20 i 960 0 953 c� w 954 -40 z E z o j � M M DATE REVISION o a ci 0 o Y 8+00 n N 0) -20 0 20 9+75 960 960'I '960 II956 KL" - - - - _ - - - - II956 II952 951 I ro N II952 950 950 rn 950 40 -40 -20 0 20 40 9+50 960 960'I '960 II956 956I - - - - - II956 II952 951 N II952 950 40 I 950 -40 -20 0 950 20 40 9+25 960I I960 I960 956 , - - - I956 II956 951I N II952 954 40 950 rn -40 -20 0 950 20 40 9+00 960I I960 N S"- - - - II956 I960 KL" _ II956 951 II952 I N 954 40 950 -40 -20 0 950 20 40 DESIGNED BY: Cii Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET SOJ I I 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CHECKED Br: 763-427-5860 FAX 763-427-0520 TAE www.hakanson-anderson.com S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET X17 OF SIDEWALK AREA 2 CITY OF MONTICELLO, MINNESOTA X20 M0304 3 960 95S 952' 950 -40 DATE REVISION 9+98.02 n N 0) -20 0 960 ---- - - - - -- - -` - -� �956 20 40 952 950 DESIGNED BY: Cii Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 CHECKED BY: 763-427-5860 FAX 763-427-0520 TAE I I www.hakanson-anderson.com S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET 2024 BROADWAY & 7TH STREET X18 IMPROVEMENT PROJECT SIDEWALK AREA 2 of CITY OF MONTICELLO, MINNESOTA X20 M0304 941 944 941 —40 952 943 944 942 —40 952I 943 944 942 —40 3 Q 953 0 952 9431 c� 943 —40 z Ez o j o n DATE REVISION �J o a N U �z o% 1+00 CL RAW C! v rn —20 0 20 0+75 � S � 0 a rn —20 0 20 0+50 C rn a rn —20 0 20 0+25 00 R/X rn —20 0 20 948 II944 42 40 952 II948 II944 42 40 952 II948 II944 42 40 944 940 930 —40 944I 940 930 —40 943 944 940 933 —40 2+00 Rw f TW=94I .83 II944 �- �GABW=941.76 -- --- 940 v m 938 —20 0 20 40 1+75 ww f TW=943.54 �GABW=942.38 944 N v 940 � —20 0 20 40 938 1+50 "r1a' 948 x S II944 v 940 a � —20 0 20 40 938 956 1 +25 Rol/ 952 943 II948 948 944 vJ 944 IC16 942 942 40 —40 —20 0 20 40 DESIGNED BY: Cii I HakanAnderson 2024 BROADWAY & 7TH STREET Dxawx BY: 1 Civil Engineersrs and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT CHECKED Br: 763-427-5860 FAX 763-427-0520 TAE www.hakanson—anderson.com LEGEND TW = ELEVATION AT TOP OF WALL GABW = ELEVATION OF GROUND AT BOTTOM OF WALL S.A.P. 08 6— 675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET X19 of SIDEWALK AREA 3 CITY OF MONTICELLO, MINNESOTA X20 M0304 944 940 933' 934 —40 944I 940 933' 934I —40 944I 940 933' 934I —40 0 Q mi 944I 0 0 i 940 0 N 93S c� w 934 z —40 E z o j � M M DATE REVISION o= a 0 0 o Y —20 —20 —20 —20 3+00 Ri1V II944 940 936 v rn 934 0 20 40 2+75 944 f TW-941.84 f GABW=940.80 940 v 936 0 20 934 40 2+50 II944 , a � TW=942.04 GABW=940.71 � � 940 v 936 0 20 934 40 2+25 3+15.58 R/W R/N II944 II944 944I J TW=942.44 — f GABW=941.2 — 1940 940 1936 93C ^ -� — 936 I934 I934 rnl 0 20 934I 40 —40 —20 0 20 40 DESIGNED BY: CJJ Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors SGJ 3601 Thurston Ave., Anoka, Minnesota 55303 CHECKED Br: 763-427-5860 FAX 763-427-0520 TAE I I www.hakanson—anderson.com 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT LEGEND TW = ELEVATION AT TOP OF WALL GABW = ELEVATION OF GROUND AT BOTTOM OF WALL S.A.P. 086-675-020 S.A.P. 222-020-001 CROSS SECTIONS SHEET x2o OF SIDEWALK AREA 3 CITY OF MONTICELLO, MINNESOTA X20 M0304 Q� • . P-OH P-OH 0 P-OH • P •OH P-OH W X K O I_ w UA AR CC j- P-oH g P-o _ P-n'71, •• • I•� ,a_l �- - P-oH • • AHy-.��-ten— - _ BROADWAYAVENUE "I i » -tu 3 AR fun 1 •P-OH • P-OH 1 Ijl w�l I I I I I I I Z I ~ h Z 0 J EX SIGN > TREE TO (TYP.) RE > — < < REMAIN (TYP.) < % - � : _-/�G„ P�oH � of PLANT SCHEDULE nl P nH I SYMBOL QTY CODE SCIENTIFIC NAME/COMMON NAME I SIZE I ROOT I REMARKS D I I (NOTE: ALL TREES TO HAVE STRAIGHT TRUNK & SINGLE LEADER) - I OVERSTORY TREES 5 UA ULMUS AMERICANA'VALLEY FORGE' 2.5" BB SPACE 40' O.C. e VALLEY FORGE AMERICAN ELM EX. LIGHT /'t'►1„ 19 AR ACER RUBRUM 'RED ROCKET' 2" BB SPACE 20' O.C. (T"P<)F4 J-t RED ROCKET MAPLE " I UNDERSTORY TREES 5 CC �CRATAEGUSCRUS-GALLIvar.INERMIS� 2" I BB 1SPACE15'O.C. a THORNLESS HAWTHORN NOTES: 1. SEE SHEET L2 FOR PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. 2. EX. TREES TO REMAIN: PRUNE OUT DEAD OR DAMAGED BRANCHES, REMOVE SUCKERS ON TRUNK OR AT BASE. PROVIDE 4" DEPTH SHREDDED HARDWOOD MULCH, 2' RADIUS AROUND TREE, NO MULCH TO BE IN CONTACT WITH TRUNK. LEGEND TURF SEED - SEE SHEETS 44-49 AR ,. / 1. -. •I..� �, � � • \© — P-AH •�=ter • P•OH /!' ,, ,� P-OH • P-W�-r—�I P-OH • P-OH -v P-OH � P-OH � P 2 - -OH - BROADWAYAVENUE d j W EX. LIGHT (TYR) q J V) Z W W 2 4 2 / UA AR o f �..i•P,or� P-oH P-oH� P-oH/—•v-oH •••d-oH •nFoH �--�� P-OH-• oH— •• P-OH • �N-OH • • P-OH --� 1-011 • • �-0H �F P-0H , P-OH - • P-OH • �H — - • P- Lu OH •• I - Y A 2 EX. TREE TO I BROADWAYAVENUE REMAIN (TYP.) j Lu '� ' \ d jto k w; EX. SIGN ok EX. LIGHT Z �• < < < < < < < < <j< < < < j< (TMP) (TYPJ I• o •j j • e o jeo DATE REVISION 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. Name: (QGaren Simonet Signature: •C�*^^•H•i License M 24236 Date 10.20.2023 LANDSCAPE ARCHITECT: Carmen Simonet Design LLC 354 Stonebridge Blvd., St. Paul, MN 55105 (651) 695-0273 carmen@simonetdesign.com www.simonetdesign.com Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hokonson-anderson.com 30 0 30 60 —I SCALE IN FEET LANDSCAPE PLAN SHEET 2024 BROADWAY & 7TH STREET �� PROJECT IMPROVEMENT BROADWAY STREET D CITY OF MONTICELLO, MINNESOTA L2 SHEETS M0304 PLANTING DETAILS LANDSCAPE SPECIFICATIONS l GUYING 7,11" STEEL POST ROOT BALL NOTES: 1. REMOVE DEAD OR DAMAGED BRANCHES. RETAIN THE NATURAL FORM OF THE TREE. DO NOT CUT THE LEADER. 2. WIDTH OF PLANTING HOLES: 18" MIN. LARGER THAN ROOT BALL, ON ALL SIDES. 3. DEPTH OF HOLE: ROOT FLARE TO SIT AT, OR UP TO 2" TREE PER ABOVE THE TOP OF THE FINISHED SOIL ELEVATION. SCHEDULE LEAVE SOIL UNDISTURBED BENEATH THE ROOT BALL. 4. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO !i PLANTING. 5. SET PLANT ON UNDISTURBED SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. ' 6. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO TREE WRAP HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP FROM TOP 1/3 OF ROOT BALL. REMOVE ALL TWINE. 7. REMOVE OR CORRECT STEM GIRDLING ROOTS. T FLARE RI �O41"DEPTH MULCH 8. SLIT REMAINING BURLAP AT 6" INTERVALS. ADJACENT CONDITION 9. PLUMB & BACKFILL WITH PLANTING SOIL AMENDED VARIES, SEE WITH COMPOST. THOROUGHLY WATER IN TREE LANDSCAPE PLAN WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 10.BACKFILL VOIDS AND WATER A SECOND TIME. L0TREE PLANTING DETAIL 2L2 NOTTOSCALE 11.PLACE 4" MULCH WITHIN 48 HOURS OF THE SECOND PLANTING SOIL WATERING. NO MULCH TO BE IN CONTACT W/ TRUNK. 12.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SUBGRADE TREES IN A PLUMB POSITION THROUGHOUT THE SLIGHTLY CROWN GUARANTEE PERIOD. IF NEEDED, STAKE TREES USING BOTTOM OF HOLE 16" LONG, 1.5" WIDE STRAPS, AND ATTACH TO POST WITH WIRE. INSTALL POST T INTO GROUND. REMOVE WITHIN ONE YEAR. 13. WRAP TRUNK IN FALL TO FIRST BRANCH, AND REMOVE IT IN SPRING. 14.REFERTO SPECS. FOR ADDITIONAL INFORMATION. TREES, SHRUBS, AND PERENNIALS 1. REFERENCES A. MnDOT - Minnesota Department of Transportation, Standard Specifications for Construction, 2020 Edition. B. American Standard for Nursery Stock, ANSI Z60.1-2014. C. ASTM, American Society for Testing and Materials. 2. QUALITY ASSURANCE A. Work shall be performed by a landscape contractor with extensive horticulture knowledge, and a min. of 3 years of experience. B. Handle plants in such a way as to protect from damage either physical or by exposure to sun and wind. Mishandled plants are subject to rejection by Landscape Architect. C. Plants used on this project shall meet the grading standards recommended by the ANSI Z60.1-2014. D. Each plant shall have a nursery tag attached to it with botanical and common name, and size. Tag to remain on until acceptance of project. 3. PRODUCTS A. Plants: Provide as specified on Plant Schedule. B. Mulch: Shredded hardwood mulch. C. Water: Contractor to provide. D. Planting Soil: rich friable, loam topsoil, free of debris and seeds, conforming to MnDOT 3877.2, Loam Topsoil Borrow. E. Compost: Conforming to MnDOT 3890.2, Grade 2. F. Tree Wrap: White plastic tree guards, or light colored two-ply weather resistant paper product. 4. PLANTING DATES: Spring Planting: Apr. 1 - June 15. These dates may be extended if daytime temps. remain below 80 degrees. Fall: Sept. 30 - Oct. 30th. Daytime temps. need to drop below 80 degrees before planting begins, and may continue until freeze up. Coniferous trees Aug. 15 - Oct. 1st. Plant under favorable weather conditions, do not plant during days of extreme heat. 5. EXECUTION A. Prior to digging, Contractor to have utilities located. B. Contractor to notify Owner and Landscape Architect 3 days in advance of when planting work will occur. C. Plant into prepared planting beds, free of weeds. D. Install trees per planting detail, adjust location if in conflict with utilities. Verify new location with Landscape Architect prior to planting. E. Clean-up entire site following planting operations. 6. ACCEPTANCE OF PLANTING WORK A. Contractor to notify Owner when planting work is complete for review and punch list. B. Contractor to water and maintain the trees until Owner Acceptance. C. Owner will give Acceptance of Work following satisfactory correction of punch list items. D. Watering and regular landscape maintenance of trees, will be Owners responsibility following acceptance of work. 7. GUARANTEE PERIOD A. Contractor to warranty trees for one year following acceptance of Work by Owner. B. Contractor to maintain the trees in a plumb position throughout the guarantee period. C. Contractor to remove all staking/wiring/ straps and plant tags from trees at the end of the guarantee period. D. Replacements: At the end of the guarantee period, all plants which are unhealthy, dead, not having a normal density, size, shape or color shall be shall be replaced. Replacements shall match caliper and/or height of the other plants at time of replacement. Selection of replacement material and installation practices shall follow the requirements of the Drawings and Specifications. DATE REVISION I hereby certify that this plan, specification, or report was LANDSCAPE ARCHITECT: SHEET prepared by meorunder andcape ctsuectundn and that Hakanson Anderson PLANTING DETAILS & am State Licensed Landscape Garmen Simonet Carmen laws of Carmen Simonet Design LLC 2024 BROADWAY & 7TH STREET L2 the stale of Minnesota. Name: fQcJamlens��imonet 354 Stonebridge Blvd., St. Paul, MN 55105 Civil Engineers and Land Surveyors LANDSCAPE SPECS. 0r Signature: E)•*^�. 651 695-0273 carmen slmonetdesi n.com 3601 Thurston Ave., Anoka, Minnesota 55303 w @ g PROJECT IMPROVEMENT BROADWAY STREET L2 www.simonetdesign.com 763-427-5860 FAX 763-427-0520 License M 24236 Date 10.20.2023 www.hokonson—anderson.com CITY OF MONTICELLO, MINNESOTA SHEETS M0304 11 o e LEGEND _ — — — — — — — — — — — — — — _ — — _ — J W I— — — — — — — — -- — — — — —L — HUNTER PROS-04/MPSS-530 SIDE aN a -n= Qa I STRIP p_OH G_ P-°I, -OH -OH 0 �P-OH P-°H-- •- P-OH i R- �-' P_-oH- - P-o_H - -� `— P- ° _^ d P-°" _ P-oH P-o"--�-�}- ° r�• _I - - - - P © HUNTER PROS-04/MPLCS-515 CORNER STRIP ZONE VALVE BOX I ® HUNTER PROS-04/MPRCS-515 CORNER STRIP HUNTER PGV100G ELEC ZONE VALVE SEE 4 - -'_BUR_ f �1t -rT� 1 =�= 1�--=i-� - 1 - �r---�= 1 r--�- 1 =a-1 � --�=� • - i r--t i -a-1 i" ---�� ■ i L ° Q --} P-BUR UR P-BUR P-RUR BUR P_BUR ,P-� -BUR J\\ / / p Q • ° " ° - . ° . 4 ° W .I°• 'JI'� . ° . a o • .. �n \ s' Y°\1 .I ' ° °' •. ° 1 ° g e\\\I ° ° ° ° � I 1 1 PALM AND BROADWAY STREET. ---------�{—�— - ��! ° _ ° - �------ • ° ° I a ° a a ° ° 6.. ° ° ' y P W \ P 0H P P-OH P-OH P-OH P VOH P-OH P-OH - • P-OH P-OH "i J 'OH — - � � _ — , -. i i _ °P-OH — P-OH P-OH P-OH P-OH P-OH F'oX P-OHI -OH— P- P- _7 "__ 16+00 17+00 19+00 20+00 7 -BURP-BUR P-BUR P-BUR _ --'r P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR P-BUR -BUP-BUR R 1 I —�— —r— i o a 16+00 / 17+00 18+00 ` 19+00 20+00 NA ---------- l�°'T------------- E—I o I - 3F---- qy T-� i-------gyp I -- — — — — — — -- WRIGHT AND BROADWAY STREET -- — — — — _--——----————————— — — — — -- WW—« a�L — —�_— o — Imo° -�—— a J✓-_ P OH . ° P_OH °�rnAl ° IP-OH P-OH ° aP-OH e P-OH P-OH P-OH P-OH —�� P-OH ° P-OH P- q P W_ (/) P-OH — P- M e P-OH P-ON p-61 e • '� P-OH a e P-OH � P-OH a P-OH ° —� POOH — - 24+00 25+00 ZONE VII�ALVE BOX I Y6+00 \ 27+00 28+00 — =� d P-BUR P-BUR P-BUR jR U� — -BUR --- P- P-BUR P-BUR P-BUR P-BUR --� - P-BUR P-BUR —y P-BUR P 1� e• - �+ O i 24+00 25+00 26+00 27+00 28+00 �\ a 20 0 20 40 W '[a I • Q ° j "� • ° an \ ° . - ° _ e e (FEET SCALE IN — — — — — — — — — a — — — — — — — — — — — - Lan — — — — f — ��— — — S.A.P. 086-675-020 E z HENNEPIN AND BROADWAY STREET- S.A.P. 222-020-001 �� IRRIGATION PLAN x n I hereby certify that this plan, specification, or report was DESIGNED BY: Hakanson Anderson DATE REVISION prepared by me or under my direct supervision and that I CJJ am a duly Licensed Pratessio Engineer under the laws CIVII Engineers and Land Surveyors 2024 BROADWAY & 7TH STREET oa of the State o Mlnnes a, BRAWN RY: �j 3601 Thurston Ave., Anoka, Minnesota 55303 IMPROVEMENT PROJECT BROADWAY STREET SGJ 763-427-5860 FAX 763-427-0520IG f C,HUM, P.E. 23461 T: www.hakanson-anderson.comCITY OF MONTICELLO, MINNESOTA o i iDate 1 /12/24 Lic. No. M0304 i z a SECTION A EXISTING TRUNK WATERMAIN BROADWAY STREET I I I I EXISTING 1" COPPER CURB AND GUTTER WATERMAIN SERVICE 1— T CONCRETE PAVEMENT EXISTING 1" CURB 1" FLOW METER STOP WITH BOX SEE 12 QUICK COUPLER SEE a FM BF 5 12 BF SEE 12 ZONE VALVE BOX LSECTION A PLAN VIEW QUICK COUPLER EXISTING 1" CURB STOP WITH BOX I EXISTING 1" COPPER WATERMAIN SERVICE LINE — DATE TO FLOW METER 7.5 EXISTING TRUNK WATERMAIN �1" COPPER SERVICE LINE SECTION A CONNECT TO EXISTING 1" COPPER SERVICE LINE (D IRRIGATION CONNECTION DETAIL 12 NOT TO SCALE FLOW REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I CJJ am a duly Licensed Professio I Engineer under the laws of the State on M�,inyynes a. — DNA" BY: j CFikIG f HUM, P.E. CHECKED BY: iDate 1 /12/24 Lic. No. 23461 TAE LEGEND: O1 1" FLOW METER WITH UNION CONNECTIONS O2 SCH 80 PVC FEMALE ADAPTER (S X T) O3 20"X14" JUMBO PLASTIC VALVE BOX ® SCH 80 PVC 45 DEGREE ELBOW IS X S) O COMMON BRICK © 3/4 " MINUS WASHED AGGREGATE - 6" MIN. DEPTH 1' SCH 80 PVC PIPE L J 10 x PIPE DIA. 2 12 LEGEND G) HUNTER REMOTE CONTROL VALVE (PGV) 0 PVC SLIP X FPT ADAPTOR (2) IRRIGATION VALVE BOX: HEAT ® BRICK SUPPORTS (4) STAMP UD WITH 'RCV IN 2° OO FILTER FABRIC - WRAP TWICE LETTERS WATERPROOF CONNECTORS (2) AROUND BRICK SUPPORTS 03/4' MINUS WASHED AGGREGATE ® 18'-24" COILED WIRE TO - 4" MIN. DEPTH CONTROLLER © FINISH GRADE AT ADJACENT SURFACE (TURF OR MULCH) © 1' SCH. 80 CLOSE NIPPLE I 1 2 MIN. 1' 7 [syu] ax. 1" FLOW METER NOT TO SCALE 1' SCH 80 PVC PIPE AND FITTINGS 1' SDR7 POLYETHLENE PIPE / 1° SDR7 POLYETHLENE PIPE OHUNTER PGV-10OG ZONE VALVE IZ NOT TO SCALE Hakanson Anderson 1i Civil Engineers and Land Surveyors j I 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com HNAL GRADE 18" J TO ZONE SCH 80 PVC PIPS VALVE BOX x PIPE DIA. 1 SCH 80 PVC PIPE 1" COPPER SERVICE LINE, 1 O .W'�•._ LEGEND O1 FINISH GRADE O2 QUICK -COUPLING VALVE ppp 3 p ONE-PIECE BODY WITH 3 4 INCH INLET AND ER INCH KEY OUT HUNTER HQ-3RC 4 J 03 VALVE BOX WITH COVER ® 3/4' MINUS WASHED AGGREGATE PVC SCH 80 NIPPLE-3/4° 7 (LFNGM AS REWIRED) © PVC SCH 80 STREET ELL-3/4' BRICK SUPPORTS (2) 4 ® PVC SCH 80 STREET ELL-3/4" Ts Q9 PVC SCH 80 TEE OR ELL X 3/4° 5 8 10 PVC MAINLINE PIPE 11 PVC SCH 40 ELL-3/4' 11 10 NOTE: 9 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. THUNTER QUICK COUPLING VALVE NOT TO SCALE 1" FLOW METER PVC UNION WITH SHORT NIPPLES I FLOW 20"X14" JUMBO PLASTIC VALVE BOX 10" DIA. ROUND VALVE BOX WITH BLOW OUT ASSEMBLY SEEe3 12 1"X1" ELBOW TO ZONE VALVE BOX PVC UNION - WITH SHORT NIPPLES F1"X1" ELBOW L1" BACK FLOW 1"X1" ELBOW PREVENTION DEVICE ZURN 375 REDUCED PRESSURE PRINCIPLE ASSEMBLE OR APPROVED EQUAL T IRRIGATION CONNECTION DETAIL NOT TO SCALE REFERENCE NOTES: (j)THE EXISTING 1" COPPER SERVICE LINE TERMINATES 1 FOOT BELOW THE GROUND SURFACE. CONTRACTOR SHALL CONNECT TO THE EXISTING SERVICE LINE NEAR THE EXISTING CURB STOP. S.A.P. 08 6- 675-020 S.A.P. 222-020-001 M0304-IRRIGATION DETAILS x 2024 BROADWAY & 7TH STREET IMPROVEMENT PROJECT BROADWAY STREET CITY OF MONTICELLO, MINNESOTA M0304 LARRY WIPPER HANNAH CALDER 713 I I� I I I I P-OH— I TIMOTHY P & DEBRA A WHITACRE 731 I I I I I I I I I II I I I ------------- DENNIS J & AMY L ROBERTSON 743 I I I I II Ia P-OH P- OH �: p -OH P- 1 U 28+00 29AO 27+00 — — — IBP MN LLC 700I MG PROPERTIES OF MN LLC 716 I ALEIDA LEE 724I FEANNA SOBANIA & SHAWN SOBANIA 742 I THOMAS P & LISA P GROSSNICKLE 110 WASHINGTON STREET I I 20 0 20 40 Li SCALE IN FEET I I � w w � V) N Z I I Z I LEGEND 3 I I LIGHTING UNIT TYPE 1 UNDERGROUND WIRING IN CONDUIT - — — — PAD MOUNTED SERVICE CABINET P-ON P-OH \LL P-OH\ P-OH PI-CHgi P OH — \ P-OH O P-H P-OH - � P_oH— III-- GROUND ROD 30+00 31 +00 E-- CONDUIT STUB \ \ A LIGHTING UNIT NUMBER IS.O.P. A' SOURCE OF POWER I r > _ SERVICE CABINET "A" UNIT NO. STATION LEFT RIGHT TYPE 30+74 X 1 I — - I W- I ` � 4vid12' MI6d15 V) I I I N I A Io I------------ z I I I I 3 I I I I I I I I I I I I I I I I I i INDEPENDENT SCHOOL DIST 882 800 I � I S.A.P. 086-675-020 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR FILE NO DRAWN BY: DDH I UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED DESIGNER: JEK PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA / PHONE: 3535 VADNAIS CENTER DR651) 490-2000 LIGHTING PLANS HAKAN 173315 E1 I /� . 2024 BROADWAY & 7TH STREET PROPOSED 4 CHECKED BY: UPC Name : John P Carlson, BE ST PAUL, MN 55110 IMPROVEMENT PROJECT SHEET DESIGN TEAM I NO. BY DATE REVISIONS Date January 12, 2024 Lic. No. 24001 SEH CITY OF MONTICELLO, MINNESOTA 1 OF 14 E1 i i i THOMAS P & LISA P GROSSNICKLE 110 WASHINGTON STREET �I t -----_---� P OH _------0H- P OH -OH P-OH P-OH - — P-OH P— MONTI—BIG LAKE COMM HOSPITAL UNASSIGNED P_OH p_pH—� P-0.. — 20 0 20 40 SCALE IN FEET JII LEGEND "- - LIGHTING UNIT TYPE 1 s" s OV UNDERGROUND WIRING IN CONDUIT — — — P-OH P-OH — — — — — — P-an P-oH P-OH P-OH P-OH P-OH PAD MOUNTED SERVICE CABINET OH P-OH P-oH - P-OH j II� GROUND ROD 34 00 — � CONDUIT STUB 35+00 A 36+00 LIGHTING UNIT NUMBER S.O.P.Ar SOURCE OF POWER SERVICE CABINET "A" UNIT NO. STATION LEFT RIGHT TYPE « « — _ = 3 32 32+78 X 1 ---"— ---- -- < -- — — —— — «-------- -- — -- — — — — ------4+83 X 1 VZ'd,2' 15" MTGd15'15" — —_AIM' — I 2 DRAWN BY: DDH DESIGNER. JEK CHECKED BY: JPC DESIGN TEAM I NO. BY DATE 012 yy�y��.( �M'12• f.T(S12 UA INDEPENDENT SCHOOL DIST 882 800 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR I UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED J PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE. (651) 490-2000 2024 BROADWAY & 7TH STREET _ 3535 VADNAIS CENTER DR. IMPROVEMENT PROJECT Name : John P Carlson, PE SEH ST. PAUL, MN 55110 REVISIONS Date: January 12, 2024 Lic. No. 24001 S.A.P. 086-675-020 FILE NO. E2 LIGHTING PLANS HAKAN 173315 PROPOSED SHEET CITY OF MONTICELLO, MINNESOTA 2 OF is E14 p-OH 1 - 1 _I _ —1 —,�' + 00 36+00 I 0 's.. N MONTI—BIG LAKE COMM HOSPITAL UNASSIGNED 33+00 39+00 II INDEPENDENT SCHOOL DIST 882 800 40+00 — g — 414 20 0 20 40 SCALE IN FEET LEGEND LIGHTING UNIT TYPE 1 UNDERGROUND WIRING IN CONDUIT PAD MOUNTED SERVICE CABINET III GROUND ROD E-- CONDUIT STUB X LIGHTING UNIT NUMBER S.O.P. Or SOURCE OF POWER _ SERVICE CABINET "A" UNITNO. STATION LEFT RIGHT TYPE 4 36+88 X 1 " » » 5 38+93 X 1 S.A.P. 086-675-020 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR FILE NO. DRAWN BY: DDH I UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.A LIGHTING PLANS HAKAN 173315 E3 DESIGNER. EK PHONE: NAIS ENTER 00 2024 BROADWAY & 7TH STREET JPC ST. PAUL, MIN 55N,EOR DR. IMPROVEMENT PROJECT PROPOSED SHEET CHECKED BY: � Name : John P Carlson, PE E14 DESIGN TEAM I NO. BY DATE REVISIONS Date: January 12, 2024 Lic. No. 24001 SEH CITY OF MONTICELLO, MINNESOTA 3 OF 14 MONTI—BIG LAKE COMM HOSPITAL UNASSIGNED 0 41+00 42+00 43+00 — I — I— — I — ----- I — — ---------- U6 DRAWN BY: DDH DESIGNER. JEK CHECKED BY: JPC DESIGN TEAM I NO. BY DATE 7 INDEPENDENT SCHOOL DIST 882 800 20 0 20 40 SCALE IN FEET �3 LEGEND — — — — w LIGHTING UNIT TYPE 1 00 1 fl 0 UNDERGROUND WIRING IN CONDUIT — PAD MOUNTED SERVICE CABINET III- GROUND ROD E-- CONDUIT STUB 44+00 45+00 X LIGHTING UNIT NUMBER 1 S.O.P. Or SOURCE OF POWER J SERVICE CABINET "A" UNIT NO. STATION LEFT RIGHT TYPE 6 40+97 X 1 7 42+97 X 1 8 44+97 X 1 p O8 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR I UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED J PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE- (651) 490-2000 2024 BROADWAY & 7TH STREET 3535 VADNAIS CENTER DR. IMPROVEMENT PROJECT Name : John P Carlson, PE SEH ST. PAUL, MN 55110 REVISIONS Date: January 12, 2024 Lic. No. 24001 S.A.P. 086-675-020 FILE NO. E4 LIGHTING PLANS HAKAN 173315 PROPOSED SHEET CITY OF MONTICELLO, MINNESOTA 4 OF is E14 45+00 MONTI—BIG LAKE COMM HOSPITAL UNASSIGNED 33+00 6 g �T+e �> . .D o �oD e 0(�. `I 7�:��7 46+00/ / 47+00 1 � 48+00 MARY K BONDHUS IR PROPERTY TR CANDACE SEIDL & DIANE FALES TR UNASSIGNED 49+00 v 50- - — � — I— — J A 8 9 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - INDEPENDENT SCHOOL DIST 882 800 DRAWN BY: DDH DESIGNER. JEK CHECKED BY: JPC DESIGN TEAM I NO. BY DATE I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR I UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED J PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE. (651) 490-2000 2024 BROADWAY & 7TH STREET _ 3535 VADNAIS CENTER DR. IMPROVEMENT PROJECT : John P Carlson, PE SEH ST. PAUL, MN 55110 REVISIONS Date: January 12, 2024 Lic. No. 24001 20 0 20 40 --Ji SCALE IN FEET LEGEND LIGHTING UNIT TYPE 1 UNDERGROUND WIRING IN CONDUIT PAD MOUNTED SERVICE CABINET tl�— GROUND ROD E-- CONDUIT STUB X LIGHTING UNIT NUMBER S.O.P. Cr SOURCE OF POWER SERVICE CABINET "A" UNIT�NO, STATION LEFT RIGHT TYPE 10 48+98 X 1 SHEET A 5 OF 14 S.A.P. 086-675-020 HAKAN 173315 ErJ E14 FILE N0. LIGHTING PLANS PROPOSED 50+00 51+00 ZL Ea I ------------------------------- - 52+00/ 53+00 v 54+00 - 7 / A 12 �rG> INDEPENDENT SCHOOL «� MARY K BONDHUS DIST 882 800 REVTR 1400 \ 20 0 20 40 SCALE IN FEET LEGEND LIGHTING UNIT TYPE 1 - UNDERGROUND WIRING IN CONDUIT PAD MOUNTED SERVICE CABINET III GROUND ROD E-- CONDUIT STUB X LIGHTING UNIT NUMBER S.O.P. Or SOURCE OF POWER SERVICE CABINET W UNIT NO. STATION LEFT RIGHT TYPE 11 50+98 X 1 12 52+98 X 1 S.A.P. 086-675-020 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR FILE NO. DRAWN BY: DDH I UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED �` PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. LIGHTING PLANS HAKAN 173315 E6 DESIGNER. EK I PHONE: (651) 4No-2oo0 2024 BROADWAY & 7TH STREET JPC ST3PAUL, MIN 551AIS 111 DR. IMPROVEMENT PROJECT PROPOSED SHEET CHECKED BY: � Name : John P Carlson, PE E14 DESIGN TEAM I NO. BY DATE REVISIONS Date: January 12, 2024 Lic. No. 24001 SEH CITY OF MONTICELLO, MINNESOTA 6 OF 14 — — —j— — _ I — ----------------------- 54+00 — — 55+00 56+00 A 13 DRAWN BY: DDH DESIGNER. JEK CHECKED BY: JPC DESIGN TEAM I NO. BY DATE 15> »— -- - - -- MARY K BONDHUS REVTR 1400 I P_aH P_aH P_aH P_a� P_a� P_aP_aH P_aH I 58+00 5� — — —I — 20 0 20 40 SCALE IN FEET LEGEND LIGHTING UNIT TYPE 1 UNDERGROUND WIRING IN CONDUIT - PAD MOUNTED SERVICE CABINET a1�— GROUND ROD E-- CONDUIT STUB OLIGHTING X UNIT NUMBER S.O.P. 0 SOURCE OF POWER SERVICE CABINET "A" UNIT NO. STATION LEFT RIGHT TYPE — 13 54+65 X 1 14 56+66 X 1 15 58+66 X 1 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR I UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED J PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE. (651) 490-2000 2024 BROADWAY & 7TH STREET _ 3535 VADNAIS CENTER DR. IMPROVEMENT PROJECT : John P Carlson, PE SEH ST. PAUL, MN 55110 REVISIONS Date: January 12, 2024 Lic. No. 24001 SHEET A 7 OF 14 S.A.P. 086-675-020 FILE N0. E HAKAN 173315 7 E14 i I I I I I I _ I �I----___- - - - - - - - - - - - - � P-OH P-OH P-OX P-OX P-OH P-OH P-OH P OH P-OH P-OH P-OH P-OH P-OH P-OH ��OF - �� P- P-OH - P-OH PI P-OH - O 20 o 20 40 SCALE IN FEET LEGEND LIGHTING UNIT TYPE 1 UNDERGROUND WIRING IN CONDUIT zD PAD MOUNTED SERVICE CABINET q�- GROUND ROD E-- CONDUIT STUB j A 59+00 60+00 61 +00 62+00 63+00 O LIGHTING UNIT NUMBER — i S.O.P. Ar SOURCE OF POWER A 15 DRAWN BY: DDH DESIGNER. JEK CHECKED BY: JPC DESIGN TEAM I NO. BY DATE I SERVICE CABINET "A" UNIT NO. STATION LEFT RIGHT TYPE 16 �� L � A MARY K BONDHUS REVTR 1400 60+66 X 1 sD 17 62+66 X 1 1 1 11l /1 � 1 � 1 � 1 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR I UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED J PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE. (651) 490-2000 2024 BROADWAY & 7TH STREET 3535 VADNAIS CENTER DR. IMPROVEMENT PROJECT Name : John P Carlson, PE SEH ST. PAUL, MN 55110 REVISIONS Date: January 12, 2024 Lic. No. 24001 S.A.P. 086-675-020 FILE NO. E8 LIGHTING PLANS HAKAN 173315 PROPOSED SHEET CITY OF MONTICELLO, MINNESOTA 8 OF is E14 \ \ 20 0 20 40 \ SCALE IN FEET \ o 0 a CITY OF MONTICELLO \ STEVEN G & THOMAS E \ 1431 HART BOULEVARD \ HOGLUND 1501 /e + e °e -- - - - - - - - - -- — ------ - - - P-or a-oH a-ory v-oH a-o" d LEGEND - P-OH P N P- P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH S LIGHTING UNIT TYPE 1 UNDERGROUND WIRING IN CONDUIT < < < < < < < < < < < + PAD MOUNTED SERVICE CABINET GROUND ROD 63+00 64+00 65+00 a 66+00 67+00 6 CONDUIT STUB x LIGHTING UNIT NUMBER S.O.P. 0 SOURCE OF POWER SERVICE CABINET "A" P — — — — UNIT NO. STATION LEFT RIGHT TYPE 18 64+60 X 1 « « 19 66+61 X 1 sD J — i T o 8 19� I "< s5 P 1 L- --- DRAWN BY: DDH DESIGNER. JEK CHECKED BY: JPC DESIGN TEAM I NO. BY DATE I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR I UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED J PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE- (651) 490-2000 2024 BROADWAY & 7TH STREET 3535 VADNAIS CENTER DR. IMPROVEMENT PROJECT Name : John P Carlson, PE SEH ST. PAUL, MN 55110 REVISIONS Date: January 12, 2024 Lic. No. 24001 S.A.P. 086-675-020 FILE NO. E9 LIGHTING PLANS HAKAN 173315 PROPOSED SHEET CITY OF MONTICELLO, MINNESOTA 9 OF is E14 II II 20 0 20 40 SCALE IN \ KEAN OF MONTICELLO INC 1511 — — — — — — —___---------- LEGEND — LIGHTING UNIT TYPE 1 P y UNDERGROUND WIRING IN CONDUIT - 1 PAD MOUNTED SERVICE CABINET q� GROUND ROD ICONDUIT STUB 71 69+00 70+00 +00 72+00 68+00 I A LIGHTING UNIT NUMBER I — — - — — O — — — — — I I IS.O.P. 0 SOURCE OF POWER SERVICE CABINET "A" UNIT NO. STATION LEFT RIGHT TYPE 20 68+58 X 1 21 70+56 X 1 \R.go e� DRAWN BY: DDH DESIGNER. JEK CHECKED BY: JPC DESIGN TEAM I NO. BY DATE - �, A 20 — — — BNSF RAILWAY COMPANYI UNASSIGNED I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR I UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED J PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE. (651) 490-2000 2024 BROADWAY & 7TH STREET _ 3535 VADNAIS CENTER DR. IMPROVEMENT PROJECT Name : John P Carlson, PE SEH ST. PAUL, MN 55110 REVISIONS Date: January 12, 2024 Lic. No. 24001 S.A.P. 086-675-020 FILE N0. E1O LIGHTING PLANS HAKAN n331s PROPOSED SHEET CITY OF MONTICELLO, MINNESOTA 10 OF 14 E14 / I / LIBERTY BANK MINNESOTA / 1560 HART BOULEVARD P-OH -� P-OH P-OH / P,o — — — — — — — a rn r, b 72+00 73+00 — I — 74+00 75+1 a+ ea p ge DRAWN BY: DDH DESIGNER. JEK CHECKED BY: JPC DESIGN TEAM I NO. BY DATE A BNSF RAILWAY COMPANY UNASSIGNED Y \ 20 0 20 40 SCALE IN I�FEET P-OH P OH P OH - P oHP_oH S.O.P. _--------------- — � LEGEND LIGHTING UNIT TYPE 1 UNDERGROUND WIRING IN CONDUIT PAD MOUNTED SERVICE CABINET PAD MOUNTED SERVICE CABINET SECONDARY., 120/240 VOLT, SINGLE PHASE I ll�— GROUND ROD FEED POINT "A" (METERED) _ EQUIPMENT PAD, 2" NMC, E-- CONDUIT STUB 3-1/C #2 AWG TO XCEL ENERGY POLE MOUNTED TRANSFORMER X LIGHTING UNIT NUMBER 76+00 I 7 I — c n o .r cni Toro no on,nroo y 2" SCHEDULE 80 NMC SERVICE CABINET "A" UNIT NO. STATION LEFT RIGHT TYPE 22 72+55 X 1 23 74+53 X 1 I 24 76+53 X 1 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR I UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED J PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE. (651) 490-2000 2024 BROADWAY & 7TH STREET _ 3535 VADNAIS CENTER DR. IMPROVEMENT PROJECT : John P Carlson, PE SEH ST. PAUL, MN 55110 REVISIONS Date: January 12, 2024 Lic. No. 24001 S.A.P. 086-675-020 FILE NO. E11 LIGHTING PLANS HAKAN 173315 PROPOSED SHEET CITY OF MONTICELLO, MINNESOTA 11 OF is E14 METER SOCKET SHALL BE PAINTED TO MATCH CABINET FINISH LEFT SIDE VIEW FRONT VIEW I I I RIGHT SIDE VIEW I DANGER WINDOW FOR O HIGH VOLTAGE PHOTOCONTROL, AND ARC -FLASH SIDE AND REAR METER HAZARD SOCKET 60" 3 POINT LATCH W/ LOCKING PROVISIONS 14" - - 18" i 14 - 14"--�—� 14" 10" 12" 1 0 0 BASE LAYOUT NOT TO SCALE CABINET CONSTRUCTION -NEMA 3R -INTERIOR COMPONENTS MOUNTED ON BACK PANEL BEHIND DEAD FRONT -1/8" ANODIZED ALUMINUM (DURANODIC #314) -NEOPRENE GASKETED DOORS -STAINLESS STEEL HARDWARE -ETL LISTED IN ACCORDANCE WITH UL508A CAST �I ALUMINUM �f HINGES INTERIOR COMPONENTS 0 120/240V, 1 PHASE, 3 WIRE HAND -OFF -AUTO SWITCH MOUNTED ON HINGED DEADFRONT 0 0 INTERIOR COMPONENTS MOUNTED ON BACK PANEL BEHIND HINGED DEAD FRONT UTILITY METER - 200 AMP I N 0F _Ti MAIN BREAKER 342 AWG 100/2P 120/240V UTILITY SOURCE BY CONTRACTOR L2 15A SERVICE CABINET NOTES: A. PROVIDE METER SOCKET PER UTILITY COMPANY REQUIREMENTS. B. CIRCUIT BREAKERS SHALL BE 1201240 VOLT AC, 60Hz AND SHALL BE CLEARLY MARKED WITH THE "ON" AND "OFF" POSITIONS AND IDENTIFIED WITH THE LOAD WHICH IT IS CARRYING. C. SHORT CIRCUIT RATING -22,000AICSYMMETRICAL. D. CIRCUIT CONTACTORS SHALL HAVE A 240 VOLT RATING, WITH 120 VOLT COIL. E. PROVIDE 50KA SURGE PROTECTOR. F. PROVIDE PANEL WITH DIMENSIONS AS REQUIRED TO FIT EQUIPMENT PROPOSED. G. GROUND CABINET PER NEC REQUIREMENTS. H. PROVIDE 20A WR-RATED GFCI RECEPTACLE MOUNTED TO CABINET DEAD -FRONT. I. BOTH PHOTOCONTROL AND ITS SOCKET SHALL BE 3 TERMINAL, POLARIZED, TWIST -LOCK TYPE. IT SHALL BE EQUIPPED WITH A MOV TYPE LIGHTNING ARRESTER. J. CABINET SHALL BE MANUFACTURED BY POVOLNY SPECIALTIES INC. 651.452.7335 OR EQUAL. K. COORDINATE ELECTRIC UTILITY SERVICE CONNECTION(S) WITH MIKE PRATT, CONTACT INFO: MICHAEL.C.PRATT@XCELENERGY.COM OR CALL 763.271.8999. I_ EXISTING UTILITY POLE 20A/2P BREAKERS 20A/1 P PHOTOCONTROL TERMINAL BLOCK B R W PANEL 24 SPACES MINIMUM TEST SWITCH OFF LIGHTING AUTO CONTACTOR TEST 20A10P C = II = = II = = II = = II = = II = = II = = II = = II = = II = = II = 20A/1 P "_ }I 20A11 P 20A/1 P 20A/1 P 30A/2P SERVICE CABINET SCHEMATIC SERVICE CABINET DETAILS CONTRACTOR SHALL PROVIDE REQUIRED SERVICE CONDUCTORS. COORDINATE EXACT LENGTH WITH XCEL ENERGY AND LEAVE NEAR UTILITY POLE. UTILITY SHALL INSTALL CONTRACTOR PROVIDED SERVICE CONDUCTORS AND MAKE FINAL 2" GALVANIZED RIGID STEEL CONDUIT CONNECTIONS. STUBBED UP Z ABOVE GRADE AND 90" ELBOW, SECURED WITH 2-HOLE RIGID GRADE CONDUIT STRAPS AND LAG SCREWS 7-7 24"MIN. 2" NMC TRANSITION TO NON-METALLIC CONDUIT SERVICE EQUIPMENT DETAIL NOT TO SCALE L1 L2 L1 L2 L1 L2 L1 L2 L1 L2 L1 N L2 N L1 N L2 N L1 N L1 L2 PROVIDE EQUIPMENT PAD AS FOLLOWS: PROVIDE MINIMUM 6" 30" ON LEFT AND RIGHT SIDE OF EQUIPMENT, MINIMUM OF 6" BEHIND, AND MINIMUM OF 12" IN FRONT OF EQUIPMENT. I LIGHTING CIRCUIT SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE CABINET RECEPTACLE CIRCUIT (4) 5/8" X 18" ANCHOR RODS W/ 4" THREAD HOT DIP GALVANIZED, 8" SURGE PROTECTOR MIN. @ THREADED END CIRCUIT GROUND ROD BRUSH FINISH ALL EXPOSED 21/2" SURFACES. GRADE y4" a .4 e ° 2" r d ° e 4 a a ° BRANCH CIRCUIT CONDUITS, TYP PROVIDE THREE SPARE CONDUIT STUBS i HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR DRAWN BY: DDH UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JEK PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PHONE. (651) 490-2000 DESIGNER: 2024 BROADWAY & 7TH STREET CHECKED BY: JPC Name : John P Carlson, HE SEH ST. PAUL,,3535 NMN 55AIS NTEOR DR. IMPROVEMENT PROJECT DESIGN TEAM NO. BY DATE REVISIONS Date: January 12, 2024 Lic. No. 24001 d ° e ° d � e d SERVICE CONDUIT NOT TO SCALE 30"x32" _ EQUIPMENT PAD DETAILS (SERVICE CABINET FOUNDATION) S.A.P. 086-675-020 FILE NO. LIGHTING PLANS HAKAN 173315 7414DETAILS SHEETCITY OF MONTICELLO, MINNESOTA 12 OF 14 A A A A A A A A A A A A A A A A A A A A A A A A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 F, i SERVICE CABINET "A" B 120/240 VOLT u LIGHTING UNIT TYPE 1 DETAIL NOT TO SCALE DRAWN BY: DDH DESIGNER: JEK CHECKED BY: UPC DESIGN TEAM NO. BY DATE EQUIPMENT SCHEDULE SYMBOL DESCRIPTION WATTAGE & LUMENS MOUNTING OPTICS COLSH & MANUFACTURER & SERIES # CCT LIGHTING UNIT TYPE 1 135 WATT 12,806 DESIGN E MODIFIED TYPE III DARK CYCLONE - LED LUMINAIRE ON ROUND ALUMINUM POLE 4000K LUMENS BRONZE LUMINAIRE: COM12P1A-DP2AX-T3-P60-40K-MVOLT-10KV-ADS-BZ-TX-CP5283 HAPCO- POLE: RTA-16-6-D-6-134414-13M NOTE: LUMINAIRE AND POLE PART NUMBERS PROVIDED ARE BASED ON CURRENT OFFERINGS AND DIFFER FROM WHAT WAS PROVIDED. PLEASE CONFIRM THAT PART NUMBERS SHOWN ARE THE PREFFERRED EQUIVALENTS. 24" DIA. CONCRETE BASE W/ 2" BOLT CIRCLE PER FOUNDATION EXPOSURE AND 3/4" POLE MANUFACTURER CHAMFERED EDGE. BRUSH FINISH ALL EXPOSED SURFACES. 4500 PSI CONCRETE W/ AIR ENTRAINMENT. ANCHOR BOLT BY POLE SUPPLIER TWO f} GALVANIZED HEX NUTS AND WASHERS PER ANCHOR BOLT. — 5/8" 0 COPPER COATED GROUND ROD WITH CLAMP & #6 BARE COPPER WIRE, SEE PLAN FOR GROUND ROD LOCATIONS � I 1 f 6" i ii iii i f m � z Z. #4 BARS, 6-0" LONG TOTAL = 4 BARS 6" 2'_0" 0 LIGHT FOUNDATION DESIGN E MODIFIED DETAIL (USE MNDOT STANDARD PLATE 8127 EXCEPT AS MODIFIED BY THIS DETAIL) NOT TO SCALE I HEREBY CERTIFY THAT THIS PLAN 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 PHONE: (651) 490-2000 2024 BROADWAY & 7TH STREET 3535 VADNAIS CENTER DR. IMPROVEMENT PROJECT Name : John P Carlson, PE SEH ST. PAUL, MN 55110 REVISIONS Date January 12, 2024 Lic. No. 24001 B AND R DENOTE CURRENT CARRYING CONDUCTORS GROUND NOT SHOWN LIGHTING PLANS DETAILS CITY OF MONTICELLO, MINNESOTA 086675020 FILE NO. HAKAN 173315 7E14 3SHEET 13 OF 14 1 PECIF�C/lll WOK SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT, AND MATERIALS FOR THE CONSTRUCTION OF A COMPLETE AND OPERATIONAL LIGHTING SYSTEM. 2. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS AND UTILITY COORDINATION. 3. ALL MATERIAL AND WORK SHALL BE IN ACCORDANCE WITH THE N.E.C. AND THE 2020 EDITION OF MNDOT "STANDARD SPECIFICATIONS FOR CONSTRUCTION". COMPLIANCE WITH PROVISIONS OF MNDOT 2545.2A, AND THE FIRST PARAGRAPH OF MNDOT 2545.3A WILL BE PARTICULARLY ENFORCED IN CONJUNCTION WITH THE CONSTRUCTION OF ANY KIND OR TYPE OF ELECTRICAL SYSTEM, CONDUIT OR CONDUIT SYSTEM FOR THE CONVEYANCE OF THE ELECTRICAL CONDUCTORS, OR THE REQUIRED PORTIONS THEREOF, AS SPECIFIED IN THE CONTRACT. 4. CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH ALL OTHER PARTIES OCCUPYING THE SITE SO AS TO NOT IMPEDE OR DELAY CONSTRUCTION PROGRESS. CONTRACTOR SHALL ATTEND REGULARLY SCHEDULED CONSTRUCTION PROGRESS MEETINGS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AMONG SUPPLIERS AND CONTRACTORS PROVIDING EQUIPMENT FOR THE PROJECT. THE COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED TO, OPERATORS, POWER REQUIREMENTS, ETC. COOPERATE WITH OTHER TRADES TO AVOID INTERFERENCES IN THE INSTALLATION OF THIS WORK. INSTALL ALL EQUIPMENT AND SYSTEMS SO AS NOT TO DELAY PROGRESS OF CONSTRUCTION, AND CORRELATE WITH OTHER TRADES TO AVOID DELAY. SHOULD DIFFERENCES OF OPINION DEVELOP; THE ENGINEER'S DECISION WILL BE FINAL. CONTRACT UNIT PRICES SHALL REFLECT ALL CONSTRUCTION COSTS. 5. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF SHOP DRAWINGS FOR ALL PROPOSED EQUIPMENT TO THE OWNER AND ENGINEER FOR REVIEW. THE SUBMITTED ITEMS MUST BE APPROVED PRIOR TO COMMENCEMENT OF WORK. 6. ALL MATERIALS SHALL BE UL LISTED. 7. ALL CONDUIT SHALL BE 2" NMC SCHEDULE 40 UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER, TYPE XHHW-2, (2)#4 & (1 #4 GND. 8. ALL CONDUIT SHALL BE PLACED A MINIMUM OF 24" DEEP, AND BE PLACED BY TRENCHING, PLOWING OR DIRECTIONAL BORING. 9. ALL LIGHTING UNITS SHALL BE SET BACK 3 FEET FROM CENTER OF LIGHT BASE TO EDGE OF TRAIL. 10. SPLICING SHALL BE PERFORMED USING BURNDY UNITAP SPLICING HARDWARE OR APPROVED EQUAL. WIRE NUTS ARE NOT AN APPROVED METHOD OF SPLICING WITHIN POLE BASES OR HANDHOLES. 11. PROVIDE BUSSMANN TYPE HEX-AW-DRLC-A 2-POLE FUSE HOLDER, COMPLETE WITH WATERPROOF BOOTS AND 4-AMP FUSES, IN FEED LEADS OF LUMINAIRE POLE RISER WIRES. 12. PROVIDE (3)#12 STRANDED XHHW-2 CONDUCTORS FROM POLE BASE TO EACH LUMINAIRE. 13. PROVIDE A MINIMUM OF 18INCHES OF CONDUCTOR LENGTH TO ENABLE SPLICES AND FUSE HOLDERS TO BE REMOVED FROM POLE HANDHOLE FOR MAINTENANCE. 14. PROVIDE 2" CAPPED CONDUIT STUB AS INDICATED ON PLANS. 15. THE CONTRACTOR SHALL COAT ALL THREADED HARDWARE WITH AN APPROVED ZINC -BASED ANTI -SEIZE COMPOUND PRIOR TO ASSEMBLY. 16. FOLLOWING THE INSTALLATION OF CABLES AND CONDUCTORS, SEAL THE OPEN ENDS OF CONDUIT ENTERING PEDESTALS, POLES, FOUNDATIONS, AND HANDHOLES USING A DUCT SEAL COMPOUND NRTL CLASSIFIED UNDER GENERAL USE TAPES. 17. COORDINATE NEW SERVICE CONNECTIONS WITH XCEL ENERGY: CONTACT MIKE PRATT, 763.271.8999. 18. ALL ELECTRICAL AND LIGHTING EQUIPMENT SHALL BE STAKED BY THE CONTRACTOR (INCIDENTAL) AND VERIFIED BY FIELD ENGINEER PRIOR TO INSTALLATION. 19. THE CONTRACTOR IS RESPONSIBLE TO REPLACE AND COMPACT THE SUBGRADE MATERIAL AND REPLACE THE PERMANENT SURFACE MATERIAL IN KIND (EXACTLY AS THE EXISTING). 20. THE CONTRACTOR SHALL GUARANTEE THE OPERATION OF THE INSTALLATION AND THAT THE MATERIALS AND WORKMANSHIP OF THE EQUIPMENT BE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE, PROVIDING THE EQUIPMENT HAS BEEN OPERATED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IF A DISPUTE EXISTS REGARDING WHETHER THE EQUIPMENT HAS BEEN MAINTAINED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, THE ENGINEER'S DECISION WILL BE FINAL. THE GUARANTEE SHALL INCLUDE ALL PARTS AND LABOR NECESSARY TO RETURN THE SYSTEM TO NORMAL OPERATION. THE GUARANTEE ON ALL EQUIPMENT SHALL START AFTER FORMAL ACCEPTANCE OF EQUIPMENT AS DEFINED BY THE GENERAL CONDITIONS AND AFTER SUCCESSFUL COMPLETION OF STARTUP PROCEDURES. 21. CONTRACTOR SHALL SUPPLY ACCURATE AS -BUILT DRAWINGS OF THE PROJECT TO THE CITY. DRAWINGS SHALL INDICATE LOCATION AND SETBACK OF CONDUIT, SERVICE CABINET AND UTILITY SERVICE POINT, AND POLE LOCATIONS ALONG THE ROADWAY MEASURED FROM A RELIABLE LOCATION. THE CONTRACTOR SHALL COLLECT, GATHER AND ASSEMBLE INTO ONE BOOK THE INSTALLATION DETAILS, INSTRUCTIONS, AND SCHEMATICS OF ACTUAL EQUIPMENT SUPPLIED BY THE MANUFACTURER WITH ALL EQUIPMENT. FINAL ACCEPTANCE OF THE WORK WILL BE WITHHELD UNTIL SUCH DATA HAS BEEN PRESENTED COMPLETE TO THE CITY. THE MANUAL SHALL BE AVAILABLE FOR INSTRUCTION OF OPERATIONS AND MAINTENANCE OF EQUIPMENT AND SYSTEMS. S.A.P. 086-675-020 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR FILE NO. DRAWN BY: DDH UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JEK PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA / PHONE. (651) 490-2000 LIGHTING PLANS HAKAN 173315 E1E144 DESIGNER: /� 3535 VADNAIS CENTER DR. 2024 BROADWAY & 7TH STREET SPECIFICATIONS CHECKED BY: Name . Jahn P Carlson, HE JPG SEH ST. PAUL, MN 55110 IMPROVEMENT PROJECT SHEET DESIGN TEAM N0. BY DATE REVISIONS Date: January 12, 2024 Lic. No. 24001 CITY OF MONTICELLO, MINNESOTA 14 OF 14 TABULATION OF FLASHER SYSTEM RELATED BID QUANTITIES TRAFFIC SIGNAL STANDARD PLATES THESE TRAFFIC SIGNAL STANDARD PLATES AS APPROVED BY FHWA SHALL APPLY: PLATE NO. DESCRIPTION 8111 E TRAFFIC SIGNAL BRACKETING (PEDESTAL MOUNTED) (3 SHEETS) (1) 8112 1 PEDESTAL FOUNDATION (FOR TRAFFIC CONTROL SIGNALS) 8118 D SERVICE EQUIPMENT & POLE TRAFFIC CONTROL SIGNALS 8119 C GROUND MOUNTED CABINET FOUNDATION 8122 F PEDESTAL AND PEDESTAL BASE (FOR TRAFFIC CONTROL SIGNALS SUPPORT) (2 SHEETS) 8123 G POLE & MAST ARM - LUMINAIRES AND TRAFFIC LIGHTS ASSEMBLY (2 SHEETS) 8127 E LIGHT FOUNDATION - DESIGN E 40' POLE OR LESS (2 SHEETS) 8129 A SHIM AND WASHER (TRAFFIC CONTROL SIGNALS AND ROADWAY LIGHTING) (1) MODIFIED PEDESTAL FOUNDATION TO BE 60-INCH DEPTH WHERE NOTED IN THE PLANS. CONDUCTOR AND CABLE SPECIFICATION CHART NUMBER OF Specification CONDUCTORS & AWG SIZE TYPE Number 1/C 2 INDIVIDUAL SERVICE CONDUCTORS 3815.26.1 1/C 6 FEEDER AND BRANCH CONDUCTORS 3815.26.1 1/C 6 INS.GR. Grounding Conductors 3815.2B.5 2/C 14 Loop Detector Lead -In Cable 3815.2C.4 3/C 14 Signal Control Cable 3815.2C.3 4/C 14 Signal Control Cable 3815.2C.3 6/C 14 Signal Control Cable 3815.2C.3 12/C 14 Signal Control Cable 3815.2C.3 6PR 19 Telephone Cables Outdoor 3815.2C.6.b 3/C 20 EVP Detector Cable 3815.2C.5 CABLE LABELING ABBREVIATIONS ABBREVIATION LABEL REFERENCE DSISCRIPTION COMPONENT & EXAMPLE X-Y INDICATION NUMBER 2-1 SIGNAL HEAD X-Y LOOP NUMBER D2-1 DETECTOR X-Y PUSH BUTTON NUMBER PB2-1 PUSH BUTTON X-Y PED INDICATION NUMBER P2-1 PED INDICATION X-Y LUMINAIRE NUMBER L1 LUMINAIRE X-Y EVP PHASE NUMBER EVP 2+5 EVP DETECTOR X-Y EVP LIGHT PHASE NUMBER EVPL 2+5 EVP CON. LIGHT X-Y VIDEO DETECTION PHASE V2-1 VIDEO DETECTION X-Y RADAR DETECTION PHASE RD2-1 RADAR DETECTION SS SIGNAL SERVICE SERVICE WIRE CC CABINET COMMS COMMS CABLE FO FIBER OPTIC FIBER CABLE SPARE Y SPARE WIRE TO POLE NUMB. SPARE1 SPARE WIRE ELYZ' ENFORC. LIGHT POLE & DIRECTION ENFORCEMENT LIGHT PTZ1 PTZ CAMERA POLE NUMBER PTZ1 PTZ CAMERA IC INTERCONNECT CABLE INTERCONNECT EGC EQUIPMENT GROUNDING CONDUCTOR GROUND X = SIGNAL SYSTEM PHASE NUMBER; REFER TO THE PLAN Y = SIGNAL SYSTEM ASSIGNED COMPONENT NUMBER; REFER TO THE PLAN Z * = DIRECTION FURNISH AND INSTALL LABELS ON CABLES WITH ABBREVIATIONS SHOWN ON THIS TABLE AND IN ACCORDANCE WITH THE WIRING DIAGRAM. WIRE COLOR CODE KEY R Red O Orange BL Blue WH White BLK Black BRN Brown CL Clear G Green R/BLK Red with Black Stripe O/BLK Orange with Black Stripe BL/BLK Blue with Black Stripe WH/BLK White with Black Stripe WH/R White with Red Stripe BLK/WH Black with White Stripe BLK/R Black with Red Stripe R10-25 SIGN PUSH BUTTON TO TURN ON WARNING LIGHTS 9" X 12" BLACK ON WHITE FULLY REFLECTORIZED CONDUCTOR COLOR CODE (14 GAUGE) TO FLASHER CABINET TO DEVICE 1/C#6 6PR#19 R 3-1/C#2 WH INPUT BLK POWER 3-1/C#6 BLK w SIGNAL a SERVICE Lo R w 4C14 BLK R BLK m WH BLK 3/C#14 I G WH / # 2 BLKWH OR CLR R RED/DWK 4 C 14 BILK R YEL/WLK RRFB CABLE WH GRN/SPR UNITS NEU BLK 3/C#14IGMISCELLANEOUS CABLE WH 2/C#14 BLK CABLE WH OR CLR PED PUSH BUTTON NOTE: ALL POLE CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE. r R100-1 SIGN WARNING LIGHTS DO NOT REQUIRE TRAFFIC TO STOP CROSS WITH CAUTION CHECK EACH LANE 9"`X 12" BLACK ON WHITE FULLY REFLECTORIZED ITEM NO ITEM TOTAL UNIT ESTIMATED QUANTITY 2565 PEDESTRIAN CROSSWALK FLASHER SYSTEM A SYSTEM 2565 PEDESTRIAN CROSSWALK FLASHER SYSTEM B SYSTEM SYSTEM IDENTIFICATION: FLASHER SYSTEM "A" = 7TH STREET WEST AT WALNUT STREET FLASHER SYSTEM "B" = CSAH 75 (EAST BROADWAY) AT CEDAR STREET 1 1 PARTICIPATION SAP 086-675-020 1 1 0 S.A.P. 086-675-020 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR FILE N0. DRAWN BY: JMG PEDESTRIAN CROSSWALK UNDER MY DIRECT SUPERMSION AND THAT I AM A DULY LICENSED HAKAN 173312 JMG PROFESSIONAL ENgNEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE: (651) 490-2000 FLASHER SYSTEMS A-B HAKAN 173315 DESIGNER: 2024 BROADWAY & 7TH STREET �/� 3535 VADNAIS CENTER DR. IMPROVEMENT PROJECT DETAILS FLASHER SHEET �� o CHECKED BY: JMG/� /d� ST. PAUL, MN 55110 i Name : John M Gray, PE x DESIGN TEAM NO. BY DATE REVISIONS Date: December. 5. 2023 Lic. No. 22457 CITY OF MONTICELLO, MINNESOTA 1 OF 8 STATIC W11-2 SIGN (36"x36") (CENTER SIGN OVER /APPROACH LANE) RECTANGULAR RAPID FLASHING BEACON (SHALL NOT PROJECT BEYOND EDGES OF W11-2 SIGN) DRAWN BY: JMG 0 i DESIGNER: JMG o CHECKED BY: JMG x DESIGN TEAM FLASHER MAST ARM POLE DETAIL STREET LIGHT FIXTURE (LED) - (SEE SPECIAL PROVISIONS) i STATE LAW 1 STOP FOR PEDESTRIANS R1-9a SIGN (90" x 24") DECORATIVE (MONOLEVER) MAST ARM AND POLE (FACTORY PAINTED) STATIC W11-2 SIGN �C (36" x 36") \ RECTANGULAR RAPID FLASHING BEACON (SHALL NOT PROJECT BEYOND EDGES OF W11-2 SIGN) W16-7P SIGN (30" x 18") MAST ARM POLE FOUNDATION R100-1 SIGN PANEL (MOUNT ABOVE x_ll'_R10-25 SIGN PANEL) FLASHER APS PUSH BUTTON AND R10-25 SIGN (ON CROSSWALK/ RAMP SIDE OF POLE) CLASSIC HEAVY MAST ARM SIGNAL POLE AND ROTATABLE LUMINAIRE SHAFT EXTENSION (NO SCALE, SEE SPECIAL PROVISIONS) 2 3/8" O.D. SLIPFITTER L'i a- z 0 J N ! DAVIT ARM LENGTH �I AS TABULATED --DAVIT TYPE ROTATABLE LUMINAIRE SHAFT EXTENSION MOUNTED AT 350 DEG MEASURED CLOCKWISE FROM RADIUS CENTERLINE OF MAST ARM „A„ �3�/DIA. HALF �COULP�ING(EVP HUB) AT 6' FROM LEFT END OF MAST ARM - 2 3/8" O.D. SLIPFITTER --ROTATABLE TYPE CONNECTION FOR LUMINAIRE SHAFT EXTENSION i i o 00 00 I 8 - DN 1 1/2" IPS SEMI -BLIND HUBS MOUNTEDO' ON POLE AT 0-90-180-270 DEGREES AS MEASURED 1.0 CLOCKWISE FROM CENTERLINE OF MAST ARM TO CENTER OF HUBS (2 SETS AS SHOWN) Ij ROTATABLE H-BASE SET CONCRETE FOUNDATION ELEVATION TO MAINTAIN CLEARANCE AT END OF MAST ARM BY ADJUSTING FOR ROADWAY GRADE CONCRETE FOUNDATION NOTES: 1.) POLE SHAFT SHALL BE BACK RAKED TO SET PLUMB UNDER NORMAL LOAD. 2.) SEE SPECIAL PROVISIONS FOR PAINTING AND GALVANIZING REQUIREMENTS OF MAST ARM SIGNAL POLES. MAST ARM POLE MOUNTING DETAILS FLASHER SYSTEM "B" DIMENSIONS LUMINAIRE DAVIT POLE MOUNTING ARM MAST EVP HEIGHT LENGTH ARM HUB 1 30.0' 6.0' 2 25.0' 6.0' I HEREBY CERTIFY THAT THIS PLAN 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. PHONE: (651) 490-2000 2024 BROADWAY & 7TH STREET n,� 3535 UL, M S CENTER DR. IMPROVEMENT PROJECT /vr Nome : John M Gray, PE SEH ST. PAUL, MN 55110 NO. BY DATE REVISIONS Date: December. 5. 2023 Lic. No. 22457 30.0' 9.0, 30.0' 9.0' PEDESTRIAN CROSSWALK FLASHER SYSTEM B MAST ARM POLE DETAILS CITY OF MONTICELLO, MINNESOT S.A.P. 086-675-020 FILE N0. �� HAKAN 173315 FLASHER SHEET �� A 2OF8 MAST ARM SIGNAL POLE FOUNDATION (NO SCALE) SEC. A -A /-- 27" DIA. 17" DIA. BOLT CIRCLE CONCRETE SHALL BE MIX 31352 OR EQUAL -- // MINIMUM ANCHOR BOLTS: 4-2"X96" PER ASTM F1554, GRADE 105, 3' DIA. EACH COMPLETE WITH LEVELING NUTS. -3" - r1/2" RADIUS EXISTING OR PROPOSED r r GROUND LINE 3" MIN., 5" MAX A� / A n CONDUIT SHALL BE OF THE SIZE AND NUMBER SHOWN 4 `- -�IN THE PLANS. z 9 - 1/2" 0 X 27" DIA. CIRCLES LAPPED 5" OR BUTT WELDED 2 - 1/2" 0 X 11' DIAMETRICALLY �I J_ OPPOSITE 3 `14-1/2"0X9'3" NOTE: STEEL REINFORCEMENT = SHALL BE DEFORMED BARS. THE REINFORCEMENT SHALL BE SECURELY FASTENED OR '1 WELDED TOGETHER. 6" MIN. RRFB PEDESTAL POLE DETAIL SOLAR PANEL FOR POWERING FLASHERS_ AND PUSH BUTTON (MOUNT ATOP SLIPFITTER COLLAR) - AIM SOLAR PANEL TOWARDS SOUTHERN SKY RRFB FLASHER CABINET -MOUNT AT LEAST 6' ABOVE GROUND LINE AND ON SIDE OF POLE THAT IS AWAY FROM SIDEWALK AND PEDESTRIANS O O O LED ENHANCED W11-2 (36" x 36") SIGN PANELS (MOUNT 2-SIGNS BACK-TO-BACK) O O 0 0 0 LED RECTANGULAR RAPID FLASHING BEACON O I (RRFB) (MOUNT 2-RRFBs BACK-TO-BACK) W16-7P (30" x 18") SIGN PANEL (ARROW L� DIRECTION VARIES) (MOUNT 2-SIGNS BACK-TO-BACK) F W W J Of C• a 0 R100-1 SIGN (9" x 12") - MOUNT ABOVE Z R10-25 SIGN PANEL U) J Q W 0� W Z Z U) J 9 PUSH U 0 Z BUTTON TO LL 7 o, TURNON WARNING APS PUSH BUTTON AND R10-25 SIGN (9" x 12") 0 rn LIGHTS (MOUNT ON CROSSWALK SIDE OF POLE) Ir 0 F 2 @ 0 14 FOOT TRAFFIC SIGNAL STANDARD v_ m z (ANODIZED, UNPAINTED SHAFT) z o PER MnDOT STD. PLATE 8122 o Z F _ 0 m Of 0 0 TRAFFIC SIGNAL STANDARD PEDESTAL io F BASE/WIND COLLAR (ANODIZED, UNPAINTED) PER MnDOT STD PLATE 8122 2" CONDUIT STUB OUT ° ° (FOR FUTURE USE) MODIFIED PEDESTAL FOUNDATION (5' MIN •' ¢`° ?'% ' DEPTH), PER MnDOT STD. PLATE 8112) .. 0 S.A.P. 086-675-020 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR FILE N0. DRAWN BY: JMG PEDESTRIAN CROSSWALK UNDER MY DIRECT SUPERMSION AND THAT I AM A DULY LICENSED HAKAN 173312 oo JMG PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE: (651) 490-2000 FLASHER SYSTEMS A-B HAKAN 173315 DESIGNER: 2024 BROADWAY & 7TH STREET 3535 vL MN CENTER DR. IMPROVEMENT PROJECT DETAILS FLASHER SHEET S8 o CHECKED BY: JMG /d� ST. PAUL, MN 55110 i Name : John M Gray, PE x DESIGN TEAM NO. BY DATE REVISIONS Date: December 5. 2023 Lic. No. 22457 CITY OF MONTICELLO, MINNESOTA 3 OF 8 A LO APS PUSH BUTTON STATION ANODIZED ALUMINUM DOME CAP SILICONE BEAD --\ 3" REFLECTIVE ACCESSIBLE 0' SHEETING PEDESTRIAN DRILL 25/64" PUSH BUTTON HOLES (2) UNIT W/SIGN �. FOR BLIND THREADED INSERT �1PUSH BUTTON a a CD z 0 z ANCHOR ROD PLACEMENT I 7' t I 1�4.25"�1 6" BOLT CIRCLE ANCHOR DRILL 3/4" HOLE RODS FOR WIRES — � BREAKAWAY 3" REFLECTIVE SHEETING BASE 4" TRADE SIZE DIAMETER ALUMINUM SHAFT (SCHEDULE 40 ALUMINUM - 48" LENGTH) SPUN FINISHED. ANODIC COATING AS PER MIL-A-8625C FOR TYPE II, CLASS I COATING. a J NOMINAL 4" NATIONAL PIPE THREAD (NPT) � J AS REQUIRED AT THE END OF THE PIPE. 3 APS PUSH BUTTON BASE (SEE MNDOTS o APPROVED/QUALIFIED PRODUCTS LIST) N 1" RIGID PVC CONDUIT WITH END o / BELL (2"+/- 1/2" PROJECTION) m /(/ 5/8"(UNC) X 7 1/2" +/- 1/4" STAINLESS ' STEEL ROD IN ACCORDANCE WITH MNDOT SIDEWALK LANDING I 3385.21) RODS AND CHAMFERED (ROUNDED) EDGE ON BOTH ENDS. AREA f,� 2 1/2" ROUNDED RADA r __ I GROUND LINE ^ �° ° ' ° DRILL 4 - 3/4" HOLES 6" DEEP �:.v , e °' . D , • t�•�ti; �r.;:�: \X, .: •. Gp•. INSERT FOUR ANCHOR RODS USING TWO PART C D• a n. ..° •e•n �. EPDXY FOUND ON THE MNDOT APL FOR SIGNALS 4..:.....-: °-COMPACTED AGGREGATE BEDDING 1:2 (V: H) SLOPE ' 18 DIA TER TYPICAL APS PEDESTRIAN PUSH BUTTON LOCATION THIS IS A GENERAL DETAIL INTENDED TO SHOW THE REQUIREMENTS OF APS PUSH BUTTON LOCATION. FOR PROJECT SPECIFIC INFORMATION REGARDING PEDESTRIAN RAMP LAYOUT AND PUSH BUTTON LOCATIONS, SEE THE PLAN. n 0 � O V) V1 D CROSSWALK . O P62-1\*, �B SUPPLEMENTAL GUIDANCE FOR CONSTRUCTING COMPLIANT APS PUSH BUTTONS: 1O THE FACE OF THE BUTTON SHALL BE PARALLEL WITH THE OUTSIDE EDGE OF CROSSWALK. O2 A MINIMUM 4 FT X 4 FT LANDING AREA SHALL BE PROVIDED ADJACENT TO EACH BUTTON, WITH A 2 PERCENT MAXIMUM SLOPE IN ALL DIRECTIONS. O3 BUTTONS SHALL BE WITHIN 5 FT OF THE OUTSIDE EDGE OF THE CROSSWALK. ® BUTTONS SHALL BE BETWEEN 1.5 FT AND 10 FT FROM THE BACK OF CURB OR EDGE OF ROADWAY, MEASURED IN THE DIRECTION OF TRAVEL. STANDALONE PUSH BUTTON STATIONS SHOULD BE 4' MINIMUM FROM THE BACK OF CURB TO AVOID KNOCKDOWNS. O5 BUTTONS SHALL BE AT LEAST 10 FT APART. © PROVIDE A MAINTENANCE ACCESS ROUTE (MAR) WHEREVER POSSIBLE FOR SNOW REMOVAL PURPOSES. A MAR REQUIRES A 6 FT MINIMUM CLEAR DISTANCE BETWEEN A PUSH BUTTON AND ANY OBSTRUCTIONS,INCLUDING BUILDINGS, V-CURB, ELECTRICAL FOUNDATIONS, SIGNAL CABINETS, OR ANOTHER PUSH BUTTON. O7 BUTTON SHOULD BE 2 FT MINIMUM FROM RAMP GRADE BREAK AND BACK OF WALK. C&G 6' WALK CROSSWALK c� O cn C&G U -1 III 6' WALK CURB IF NEEDED CONCRETE MIX 3F52 OR EQUAL RIGID PVC CONDUIT SWEEP i� 1" RIGID PVC CONDUIT PB4-2 NOTES: TWIN PERPENDICULARS DEPRESSED CORNER n (SHOWN) (SHOWN) PLACEMENT AND ORIENTATION OF THE PUSH BUTTON STATION IS CRITICAL. MOUNT THE BUTTON I SO THAT THE FACE IS PARALLEL WITH THE ASSOCIATED CROSSWALK. SCREW IN SHAFT TO A Y < TIGHTENED POSITION BEFORE MOUNTING ACCESSIBLE PEDESTRIAN PUSH BUTTON UNIT TO THE SHAFT. -i THIS DETAIL APPLIES TO ALL DESIGNS WHEN THIS DETAIL APPLIES TO ALL DESIGNS WHEN PUSH BUTTONS ARE AT THE TOP OF A RAMPI PUSH BUTTONS ARE AT THE BOTTOM OF A RAMP ORIENT ACCESS OPENING ON THE BREAKAWAY PEDESTAL DIRECTLY BELOW THE APS BUTTON. CD PLUMB THE PUSH BUTTON STATION WITH LEVELING SHIMS IN ACCORDANCE WITH STANDARD PLATE 8129. INSTALL BLIND THREADED INSERTS USING MANUFACTURER'S SPECIFIC INSERTION TOOL. CONTRACTOR MUST USE OPTION 1 OR 2 WHEN THE APS PUSH BUTTON USE ZINC PLATED STEEL 1/4 - 20 UNC BLIND THREADED INSERTS SUITABLE FOR MOUNTING ON SURFACE WALL THICKNESS OF APPROVED BLIND INSERTS ARE LISTED ON MNDOT'S APPROVED/QUALITY IS SHOWN AT THE EDGE OF WALK. OPTION USED (OR SELECTED) MUST BE THE SAME THROUGHOUT THE ENTIRE PROJECT. SIGNAL CONTROL POINTS DISTANCE TO DISTANCE TO FRONT F BACK 0 ?FT) �FT) .337. PRODUCTS LIST WEBSITE FOR TRAFFIC SIGNALS. SIGNAL NO. X Y LANDING LANDING USE APS 1/4 - 20 STAINLESS STEEL MOUNTING BOLTS. APPLY BRUSH ON ANTI SEIZE COMPOUND TO OPTION 1 OPTION 2 P82-1 - PB4-2 - - A B - C D BOLTS PRIOR TO ASSEMBLY. APPLY A BEAD OF 100% SILICONE SEALANT ALONG THE TOP OF THE PUSH BUTTON UNIT WHERE IT A - DISTANCE MEASURED FROM THE PUSH BUTTON COMES IN CONTACT WITH THE 4" SHAFT. TO THE FRONT OF LANDING/TOP OF RAMP USE WHITE REFLECTIVE SHEETING AT INTERSECTION CORNERS AND YELLOW REFLECTIVE SHEETING IN CENTER MEDIANS. APPROVED TUBE DELINEATOR SHEETING IS LISTED ON MNDOT'S APPROVED/QUALIFIED CONCRETE CONCRETE PRODUCTS LIST WEBSITE FOR SIGNING. WALK WALK 12" AN 18" X 6" FIBER FORMING TUBE MAY BE USED FOR THE LOWER HALF OF THE FOUNDATION WHEN 9" CONDITIONS DO NOT ALLOW FOR THE 18" X 6" HOLE TO STAND OPEN. LANDING 9" LANDING Oj THE PUSH BUTTON STATION FOUNDATION IS MONOLITHIC (POURED AT ONE TIME) WITH THE SIDEWALK. 12" 9 PROVIDE A 1:2 (V:H) SLOPE GRADE WHERE THE 6" MIN SIDEWALK DEPTH TRANSITIONS TO THE 12" MIN FOUNDATION DEPTH. MAINTAIN THE COMPACTED AGGREGATE BEDDING AND THICKNESS USED FOR THE SIDEWALK THROUGHOUT THE SLOPE AND FOUNDATION GRADING. PROVIDE 1: 2 (V: H) SLOPE GRADING 360 DEGREES FOR THE TRANSITION FROM THE SIDEWALK TO THE FOUNDATION WHEN THE FOUNDATION IS NOT LOCATED NEAR EDGE OF SIDEWALK AND IS SURROUNDED BY CONCRETE WALK. NON -WALKABLE NON -WALKABLE SURFACE SURFACE 2O ENSURE CONCRETE CONTROL JOINTS AND EDGE OF CONCRETE WALK ARE A MINIMUM 9" FROM THE CENTER OF THE PUSH BUTTON FOUNDATION. DRAWN BY: JMG i DESIGNER: JMG o CHECKED BY: JMG x DESIGN TEAM B - CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON TO THE BACK OF LANDING/EDGE OF WALK C - CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON TO THE OUTSIDE EDGE OF DOMES IN THE DIRECTION OF TRAVEL D - CLEAR DISTANCE FROM THE PUSH BUTTON TO THE BACK OF LANDING MEASURED IN THE OPPOSITE DIRECTION OF TRAVEL I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERMSION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE: (651) 490-2000 2024 BROADWAY & 7TH STREET �/� 3535 VADNAIS CENTER DR. IMPROVEMENT PROJECT NO. BY DATE REVISIONS Date: �mberr 2023� . Name John 22G4r57 PE SEH ST. PAUL, MN 55110 S.A.P. 086-675-020 PEDESTRIAN CROSSWALK FILE NO. FLASHER SYSTEM A HAKAN 173312 S4 APS PB STATION DETAILS FLASHER SHEET �� CITY OF MONTICELLO, MINNESOTA 4 OF 8 NOTES: 1) THE EXACT LOCATION OF FOUNDATIONS WILL BE DETERMINED IN FIELD BY ENGINEER. 2) ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE). 3) THIS PLAN SPECIFIES CONDUIT SIZES, TYPES & GENERAL LOCATIONS. THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER ANY EXISTING ROADWAYS, SIDEWALKS OR DRIVEWAYS WILL REQUIRE BORING. 4) ALL NEW CONDUIT SHALL BE PVC —SCHEDULE 80 OR HDPE SCHEDULE 80 AND SHALL CARRY 1/c#6 GREEN INSULATING GROUNDING CONDUCTOR. 5) FLASHER SYSTEM SHALL BE SET UP TO OPERATE BY PUSH BUTTON ACTIVATION. 6) ALL PEDESTRIAN CROSSWALK FLASHER SYSTEM WORK SHOWN ON THIS PLAN SHEET WILL BE MEASURED AND PAID FOR UNDER ITEM NO. 2565 (PEDESTRIAN CROSSWALK FLASHER SYSTEM A). 7) SEE DETAILS FOR FURTHER INFORMATION REGARDING MOUNTING OF RRFBs, SIGNS, PUSH BUTTONS, AND EQUIPMENT. 8) DEPTH OF NEW CONCRETE PEDESTAL POLE FOUNDATIONS SHALL BE 5—FEET (MINIMUM). SEE STANDARD PLATES AND SPECIAL PROVISIONS. g) CONTRACTOR SHALL PROVIDE ALL SOFTWARE AND PERSONNEL TO TRAIN CITY STAFF IN THE SET—UP AND MAINTENANCE OF THE COMPLETE FLASHER SYSTEM (INCIDENTAL). 10) RUN ALL CABLES DIRECTLY TO EACH COMPONENT WITH NO SPLICING ALLOWED. 11) PAVEMENT MARKINGS, CURB RAMP AND SIDEWALK CONSTRUCTION WILL BE BY OTHERS AS PART OF COMPLETE PROJECT (SEE PROJECT SPECIFIC PLANS FOR THESE ITEMS). 12) ALL MOBILIZATION, TRAFFIC CONTROL, RESTORATION, AND WORK RELATED TO THE INSTALLATION OF THE PEDESTRIAN CROSSWALK FLASHER SYSTEM IS INCIDENTAL. 13) TYPE OF PUSH BUTTON CABLE SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR THAT IS FULLY COMPATIBLE WITH THE APS PUSH BUTTON FURNISHED AND INSTALLED BY THE CONTRACTOR. 14) LOCATE AND VERIFY INPLACE UTILITIES PRIOR TO COMMENCING WORK. DRAWN BY: JMG i DESIGNER: JMG s o CHECKED BY: JMG x DESIGN TEAM NO. BY DATE '/Tti mph) FST •\ .\ INPLACE DECORATIVE STREET LIGHT POLE — PROTECT AND MAINTAIN INPLACE I % 14'\.\ \ 15' \. 0 30 scale feet N / / / / / / / / / / / (V / =J Q) % O \ 14�. S� 14'\ F-2 U 14' INPLACE DECORATIVE STREET / LIGHT POLE — PROTECT AND j MAINTAIN INPLACE j 10' LEGEND OF SYMBOLS ABBREVIATIONS F & I FURNISH AND INSTALL POLE BASE NUMBER 1O INS GRD INSULATED GROUND WIRE PEDESTAL POLE AND BASE m PB PUSH BUTTON INPLACE STREET LIGHT RRFB RECTANGULAR RAPID FLASHING BEACON RAPID RECTANGULAR FLASHING BEACON MIN MINIMUM S.A.P. 086-675-020 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR PEDESTRIAN CROSSWALK FLASHER SYSTEM A FILE N0. UNDER MY DIRECT SUPERMSION AND THAT I AM A DULY LICENSED ESOTA. INTERSECTION LAYOUT HAKAN 173312 S5 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINN _ PHONE: NAIS ENTER DR 2024 BROADWAY & 7TH STREET �1,� 3535 vnDNA1s CENTER DR. WEST 7TH STREET AT WALNUT STREET /`/ Name : John M Gray, PE ST. PAUL, MN 55110 IMPROVEMENT PROJECT FLASHER SHEET Q REVISIONS Date: December 5. 2023 Lic. No. 22457 SEH CITY OF MONTICELLO, MINNESOTA 5 OF 8 �`� m F-3 O(INPLACE — REMOVE) INPLACE (SALVAGE) DRAWN BY: JMG i DESIGNER: JMG s o CHECKED BY: JMG x DESIGN TEAM CONCRETE PEDESTAL FOUNDATION 12' PEDESTAL POLE AND BASE LED ENHANCED SIGN (W11-2) (36" x 36") DOWN ARROW SIGN (24" x 12") 1—PED PUSH BUTTON AND SIGN SOLAR PANEL AND MOUNTING HARDWARE F & I -- MODIFIED PEDESTAL FOUNDATION (5' DEEP), WITH 5/8" x 15' GROUND ROD DRIVEN INTO SURROUNDING GROUND 14' (MIN) PEDESTAL POLE, BASE, WIND COLLAR, AND POLE CAP 1—RRFB AND MOUNTING HARDWARE —POLE MOUNTED (FACING WESTBOUND TRAFFIC) (F-1) 1—RRFB AND MOUNTING HARDWARE —POLE MOUNTED (FACING EASTBOUND TRAFFIC) (F-4) 2—LED ENHANCED W11-2 SIGNS (36" x 36")—POLE MOUNTED (ABOVE RRFBs) 1—W16-7PL SIGN (30" x 18")—POLE MOUNTED (BELOW F-1) 1—W16-7PR SIGN (30" x 18")—POLE MOUNTED (BELOW F-4) 1—APS PUSH BUTTON (RT ARROW), R10-25 SIGN PANEL AND PUSH BUTTON SPACERS (CROSSWALK SIDE OF POLE) R100-1 SIGN PANEL ("WARNING LIGHTS DO NOT REQUIRE TRAFFIC TO STOP") (MOUNT ABOVE R10-25 SIGN) RRFB/APS SYSTEM CABINET (WITH PUSH BUTTON EQUIPMENT) (POLE MOUNTED ON SOUTH SIDE OF POLE AND MIN. 6' ABOVE GROUND LINE) PROVIDE ALL INTERNAL CABLES AND CONDUCTORS NEEDED FROM FLASHER CABINET TO RRFB AND PUSH BUTTON ON POLE 1) SOLAR PANEL (SIZED TO POWER RRFBs AND PUSH BUTTON), SOLAR OPERATION EQUIPMENT (INCLUDING BATTERIES), AND SUPPORT ASSEMBLY — MOUNTED ATOP FLASHER POLE 2" CONDUIT STUBBED OUT TO BOULEVARD (BOTH ENDS — CAPPED FOR FUTURE USE) NO. BY DATE REVISIONS — CONCRETE PEDESTAL FOUNDATION 2O(INPLACE REMOVE) INPLACE 12' PEDESTAL POLE AND BASE (SALVAGE) LED ENHANCED SIGN (W11-2) (36" x 36") DOWN ARROW SIGN (24" x 12") 1—PED PUSH BUTTON AND SIGN SOLAR PANEL AND MOUNTING HARDWARE F & I — MODIFIED PEDESTAL FOUNDATION (5' DEEP), WITH 5/8" x 15' GROUND ROD DRIVEN INTO SURROUNDING GROUND 14' (MIN) PEDESTAL POLE, BASE, WIND COLLAR, AND POLE CAP 1—RRFB AND MOUNTING HARDWARE —POLE MOUNTED (FACING WESTBOUND TRAFFIC) (F-2) 1—RRFB AND MOUNTING HARDWARE —POLE MOUNTED (FACING EASTBOUND TRAFFIC) (F-3) 2—LED ENHANCED W11-2 SIGNS (36" x 36")—POLE MOUNTED (ABOVE RRFBs) 1—W16-7PL SIGN (30" x 18")—POLE MOUNTED (BELOW F-3) 1—W16-7PR SIGN (30" x 18")—POLE MOUNTED (BELOW F-2) 1—APS PUSH BUTTON (RT ARROW), R10-25 SIGN PANEL AND PUSH BUTTON SPACERS (CROSSWALK SIDE OF POLE) R100-1 SIGN PANEL ("WARNING LIGHTS DO NOT REQUIRE TRAFFIC TO STOP") (MOUNT ABOVE R10-25 SIGN) RRFB/APS SYSTEM CABINET (WITH PUSH BUTTON EQUIPMENT) (POLE MOUNTED ON SOUTH SIDE OF POLE AND MIN. 6' ABOVE GROUND LINE) PROVIDE ALL INTERNAL CABLES AND CONDUCTORS NEEDED FROM FLASHER CABINET TO RRFB AND PUSH BUTTON ON POLE 2) SOLAR PANEL (SIZED TO POWER RRFBs AND PUSH BUTTON), SOLAR OPERATION EQUIPMENT (INCLUDING BATTERIES), AND SUPPORT ASSEMBLY — MOUNTED ATOP FLASHER POLE 2" CONDUIT STUBBED OUT TO BOULEVARD (BOTH ENDS — CAPPED FOR FUTURE USE) SIGNING NOTES: 1) SEE MnDOT STANDARD SIGNS AND MARKINGS MANUAL FOR PUNCHING CODES AND DETAILED DRAWINGS OF STANDARD SIGN PANELS. 2) FURNISHING AND INSTALLING NEW SIGN PANELS FOR THE NEW PEDESTRIAN CROSSWALK FLASHER SYSTEM SHALL BE INCLUDED AS PART OF PAY ITEM FOR ITEM NO. 2565 (PEDESTRIAN CROSSWALK FLASHER SYSTEM A). 3) COLOR FOR W11-2 AND W16-7P SIGN PANELS SHALL BE BLACK ON FLUORESCENT YELLOW —GREEN, FULLY REFLECTORIZED. 4) COLOR FOR R10-25 AND R100-1 SIGN PANELS SHALL BE BLACK ON WHITE, FULLY REFLECTORIZED. 5) ALL SIGN DIMENSIONS ARE IN INCHES. SIGNS FOR PE ESTRIAN CROSSWALK FLASHER SYSTEM A SIGN PANELS F & 1) - FLASHER POLE MOUNTED SIGNS SIGN POLE NO. SIZE AREA/SIGN TOTAL AREA PANEL PANEL NO. REQ. (IN) (SO. FT.) (SQ. FT.) LEGEND POLE MOUNTED SIGN INSTALLATIONS R10-25 1,2 2 9 x 12 0.75 1.50 Push Button To Turn On Warning Lights R100-1 1,2 2 9 x 12 0.75 1.50 Warning Lights Do Not Require Traffic to Stop/ Cross With Caution / Check Each Lane (1) W11-2 1,1,2,2 4 36 x 36 9.00 36.00 Pedestrian Crossing (Symbol) W16-7PL 1,2 2 30 x 18 3.75 7.50 Down Arrow (Left) W16-7PR 1,2 2 30 x 18 3.75 7.50 Down Arrow (Right) TOTAL QUANTITIES 12 54.00 (1) = LED ENHANCED SIGN PANEL. S.A.P. 086-675-020 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR PEDESTRIAN CROSSWALK FLASHER SYSTEM A FILE NO. UNDER MY DIRECT SUPERMSION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �1,� /`/ Name : John M Gray, PE _ PHONE: NAIS ENTER DR 2024 BROADWAY & 7TH STREET 3535 vL MN CENTER DR. ST. PAUL, MN 55110 IMPROVEMENT PROJECT NOTES WEST 7TH STREET AT WALNUT STREET HAKAN 173312 FLASHER SHEET 7/S8 Date: December 5. 2023 Lic. No. 22457 SEH CITY OF MONTICELLO, MINNESOTA 6 OF 8 .00 qy \ 100 GI ST �\ 1 0 i scale 30 feet (WORK BY INPLACE DECORATIVE STREET LIGHT POLE ® XCEL ENERGY) AND LUMINAIRE - REMOVE SPLICE TOGETHER EXISTING LIGHTING CABLES (WORK BY — INPLACE CONCRETE FOUNDATION - REMOVE CONTRACTOR) F & I HH 2 F&I HH 1 (A -) ABBREVIATIONS F & I FURNISH AND INSTALL Q © / INS GIRD INSULATED GROUND WIRE HH HANDHOLE / PB PUSH BUTTON RRFB RECTANGULAR RAPID FLASHING BEACON / SOP SOURCE OF POWER MIN MINIMUM C �Q Q7 LEGEND OF SYMBOLS 4jO V POLE BASE NUMBER 0 MAST ARM POLE FOUNDATION APS PUSH BUTTON STATION �{ STREET LIGHT © INPLACE WOOD POLE (SOP) (XCEL ENERGY) RAPID RECTANGULAR FLASHING BEACON F & 1 -- 2" CONDUIT STUB (EXTEND FROM SERVICE HANDHOLE CABINET TO BASE OF WOOD POLE) SERVICE CABINET TO WOOD POLE: CONDUIT =_= 2" CONDUIT 3-1/C 2 (COIL 50' OF CABLE AT BASE FLASHER SYSTEM SERVICE CABINET AO — OF WOOD POLE FOR CONNECTION BY XCEL) SOURCE OF POWER LOCATION DRAWN BY: JMG i DESIGNER: JMG o CHECKED BY: JMG x DESIGN TEAM / Q7 O � V 3 F-4 F&I --HH 1 TO HH 2: (BORE �\ F-5 /\,�\ / 3-4/C CONDUIT14(RR B) ) 1-PB CABLE 1-3/C 14 (LUM) o -- 1-1/C 6 (INS GRD) D h O F & I --CABINET CONCRETE FOUNDATIOIN FLASHER SYSTEM SERVICE CABII METER SOCKET AND ALL INTE CABINET EQUIPMENT (METER I SEPARATE CIRCUIT BREAKER FO FLASHER SYSTEM (1-30A/1P; SEPARATE CIRCUIT BREAKERS F (2-15A/1P) CABINET TO WOOD POLE B: 2" CONDUIT 3-1/C 2 CABINET TO HH 1: 2" CONDUIT 3-1/C 6 (FLASHER SERVICE) 2-3/C 14 (LUM) -- 1-1/C 6 (INS GRD) I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERMSION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PHONE: (651) 490-2000 �/� 3535 VADNAIS CENTER DR. N0. BY DATE REVISIONS Date: �;_ e /5. 20 Nam eNo John 22G4r57 PE SEH ST. PAUL, MN 55110 14' NOTES: 1) THE EXACT LOCATION OF HANDHOLES AND FOUNDATIONS WILL BE DETERMINED IN FIELD BY ENGINEER. 2) ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE). 3) THIS PLAN SPECIFIES CONDUIT SIZES, TYPES & GENERAL LOCATIONS. THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER ANY EXISTING ROADWAYS, SIDEWALKS OR DRIVEWAYS WILL REQUIRE BORING. 4) ALL NEW CONDUIT SHALL BE PVC -SCHEDULE 80 OR HDPE SCHEDULE 80 AND SHALL CARRY 1/c#6 GREEN INSULATING GROUNDING CONDUCTOR. 5) NEW HANDHOLES SHALL BE AS PER THE MnDOT APPROVED PRODUCTS LIST (COVERS SHALL BE LABELED "CITY ELECTRIC"). SEE SPECIAL PROVISIONS. 6) FLASHER SYSTEM SHALL BE SET UP TO OPERATE BY PUSH BUTTON ACTIVATION. 7) ALL PEDESTRIAN CROSSWALK FLASHER SYSTEM WORK SHOWN ON THIS PLAN SHEET WILL BE MEASURED AND PAID FOR UNDER ITEM NO. 2565 (PEDESTRIAN CROSSWALK FLASHER SYSTEM B). 8) SEE DETAILS FOR FURTHER INFORMATION REGARDING MOUNTING OF RRFBs, SIGNS, PUSH BUTTONS, AND EQUIPMENT. 9) CONTRACTOR SHALL PROVIDE ALL SOFTWARE AND PERSONNEL TO TRAIN CITY STAFF IN THE SET-UP AND MAINTENANCE OF THE COMPLETE FLASHER SYSTEM (INCIDENTAL). 10) RUN ALL CABLES DIRECTLY TO EACH COMPONENT WITH NO SPLICING ALLOWED. 11) PAVEMENT MARKINGS, CURB RAMP AND SIDEWALK CONSTRUCTION WILL BE BY OTHERS AS PART OF COMPLETE PROJECT (SEE PROJECT SPECIFIC PLANS FOR THESE ITEMS). 12) ALL MOBILIZATION, TRAFFIC CONTROL, RESTORATION, AND WORK RELATED TO THE INSTALLATION OF THE PEDESTRIAN CROSSWALK FLASHER SYSTEM IS INCIDENTAL. 13) TYPE OF PUSH BUTTON CABLE SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR THAT IS FULLY COMPATIBLE WITH THE APS PUSH BUTTON FURNISHED AND INSTALLED BY THE CONTRACTOR. 14) CONTACT THE POWER COMPANY (XCEL ENERGY) TO ARRANGE FOR THE POWER CONNECTION (INCIDENTAL). 15) LOCATE AND VERIFY INPLACE UTILITIES PRIOR TO COMMENCING WORK. S.A.P. 086-675-020 PEDESTRIAN CROSSWALK FLASHER SYSTEM B FILE NO. �� 2024 BROADWAY & 7TH STREET INTERSECTION LAYOUT HAKAN 173315 IMPROVEMENT PROJECT CSAH 75 (EAST BROADWAY) AT CEDAR STREET FLASHER SHEET CITY OF MONTICELLO, MINNESOTA 7 OF 8 �% FLASHER CABINET FLASHER j Vr 6 2 SERVICE INR. RRFB F-1 SPR 15 SPR NEU RRFB F-2 SPR 16 SPR NEU RRFB F-3 SPR 17 SPR NEU PB1-1 I 8 NEU RRFB F-4 SPR SPR NEU RRFB F-5 SPR 10 SPR NEU RRFB F-6 SPR 11 SPR NEU PB1-2 I 12 NEU GROUND 13 SIGNING NOTES: 1) SEE MnDOT STANDARD SIGNS AND MARKINGS MANUAL FOR PUNCHING CODES AND DETAILED DRAWINGS OF STANDARD SIGN PANELS. 2) FURNISHING AND INSTALLING NEW SIGN PANELS FOR THE NEW PEDESTRIAN CROSSWALK FLASHER SYSTEM SHALL BE INCLUDED AS PART OF PAY ITEM FOR ITEM NO. 2565 (PEDESTRIAN CROSSWALK FLASHER SYSTEM B). 3) COLOR FOR W11-2 AND W16-7P SIGN PANELS SHALL BE BLACK ON FLUORESCENT YELLOW —GREEN, FULLY REFLECTORIZED. 4) COLOR FOR R10-25 AND R100-1 SIGN PANELS SHALL BE BLACK ON WHITE, FULLY REFLECTORIZED. 5) ALL SIGN DIMENSIONS ARE IN INCHES. SIGNS FOR PEDESTRIAN CROSSWALK FLASHER SYSTEM B SIGN PANELS (F & 1) - FLASHER POLE MOUNTED SIGNS SIGN POLE N0. SIZE AREA/SIGN TOTAL AREA PANEL PANEL NO. REQ. (IN) (SQ. FT.) (SQ. FT.) LEGEND OVERHEAD SIGN INSTALLATIONS R1-9a 2 x 24 15.00 30.00 State Law Stop for Pedestrians W11-2 11 12 1,1,2,2 190 4 36 x 36 I 9.00 I 36.00 I Pedestrian Crossing (Symbol) POLE MOUNTED SIGN INSTALLATIONS R10-25 1,3 2 9 x 12 0.75 1.50 Push Button To Turn On Warning Lights Rt00-1 1,3 2 9 x 12 0.75 1.50 Warning Lights Do Not Require Traffic to Stop/ Cross With Caution / Check Each Lane W11-2 1,2 2 36 x 36 9.00 18.00 Pedestrian Crossing (Symbol) W16-7PL 1,2 2 30 x 18 3.75 7.50 Down Arrow (Left) TOTAL QUANTITIES 14 94.50 DRAWN BY: JMG i DESIGNER: JMG s o CHECKED BY: JMG x DESIGN TEAM NO. BY DATE REVISIONS LUMINAIRE ( f-2 FLASHER SYSTEM FIELD WIRING DIAGRAM 1-3/C 14 0 13 I � , I L f-5 I LUMINAIRE O 4 I I 1-3/C 14 2, 5-13 8 PB1-1 RRFB APS F-6 _1 TO PB PUSH BUTTON F 4 9 I 13 *—INS GIRD I 13 &— INS. GR. HH 1 O 1 HH j 2-4 4, 9-13 �3 12 P61-2 RRFB APS — — 12-13 TO PB PUSH BUTTON GR.RD. = 13 GR.RD. ► INS. GR. FLASHER SERVICE CABINET NOTES: 2 FLASHER INS. GR.. SERVICE 1) RUN ALL CABLES DIRECTLY TO EACH RRFB AND PUSH BUTTON WITH NO INS. SPLICES. 2-4 3 I 0 LUMINAIRE 2) FLASHER SYSTEM SHALL BE METERED. 3) ALL CABLES AND CONDUCTORS SHALL BE NEW (FURNISHED AND INSTALLED 4 I BY THE CONTRACTOR). 0 LUMINAIRE INPUT 3-1/C 2 1 POWER INS. GR. I S.O.P. O F & I- MAST ARM POLE FOUNDATION (SEE DETAILS) TYPE A-30—D30-9 (DAVIT AT 350 DEG) LUMINAIRE — LED 1—RRFB, W11-2 (36" x 36") SIGN, AND MOUNTING HARDWARE —OVERHEAD (2' FROM END OF MAST ARM —FACING EASTBOUND TRAFFIC) (F-3) 1—RRFB, W11-2 (36" x 36") SIGN, AND MOUNTING HARDWARE —OVERHEAD (13' FROM END OF MAST ARM —FACING EASTBOUND TRAFFIC) (F-2) 1—RRFB AND MOUNTING HARDWARE —POLE MOUNTED 270 DEG (F-1) 1—R1-9a SIGN (90" x 24") — OVERHEAD 1—W11-2 SIGN (36" x 36")—POLE MOUNTED (ABOVE RRFB) 1—W16-7PL SIGN (30" x 18")—POLE MOUNTED 270 DEG (BELOW F-1) RRFB/APS SYSTEM CABINET (WITH PUSH BUTTON EQUIPMENT) (POLE MOUNTED ON EAST SIDE OF POLE AND MIN 7' ABOVE GROUND LINE) PROVIDE ALL INTERNAL CABLES AND CONDUCTORS NEEDED FROM FLASHER CABINET TO RRFB AND PUSH BUTTON ON POLE 1) EXTEND INTO HH 1: 3" CONDUIT 3-4/C 14 (RRFB) 1—PB CABLE 1-3/C 14 (LUM) 3-1/C 6 (FLASHER SERVICE) -- 1-1/C 6 (INS GIRD) O F & I -- MAST ARM POLE FOUNDATION (SEE DETAILS) TYPE A-25—D30-9 (DAVIT AT 350 DEG) LUMINAIRE — LED 1—RRFB, W11-2 (36" x 36") SIGN, AND MOUNTING HARDWARE —OVERHEAD (2' FROM END OF MAST ARM —FACING WESTBOUND TRAFFIC) (F-6) 1—RRFB, W11-2 (36" x 36") SIGN, AND MOUNTING HARDWARE —OVERHEAD (15' FROM END OF MAST ARM —FACING WESTBOUND TRAFFIC) (F-5) 1—RRFB AND MOUNTING HARDWARE —POLE MOUNTED 270 DEG (F-4) 1—R1-9a SIGN (90" x 24") — OVERHEAD 1—W11-2 SIGN (36" x 36")—POLE MOUNTED (ABOVE RRFB) 1—W16-7PL SIGN (30" x 18")—POLE MOUNTED 270 DEG (BELOW F-4) EXTEND INTO HH 2: 3" CONDUIT 3-4/C 14 (RRFB) 1-3/C 14 (LUM) -- 1-1/C 6 (INS GIRD) O F & I-- APS PUSH BUTTON STATION (SEE DETAILS) 1—APS PUSH BUTTON (LT ARROW), R10-25 SIGN PANEL (CROSSWALK SIDE OF POLE) R100-1 SIGN PANEL ("WARNING LIGHTS DO NOT REQUIRE TRAFFIC TO STOP") (BELOW PUSH BUTTON) EXTEND INTO HH 2: 1" CONDUIT 1—PB CABLE -- 1-1/C 6 (INS GRD) S.A.P. 086-675-020 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR PEDESTRIAN CROSSWALK FLASHER SYSTEM B FILE N0. UNDER MY DIRECT SUPERMSION AND THAT I AM A DULY LICENSED SQ PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NOTES AND WIRING DIAGRAM HAKAN 173315 8 _ PHONE: NAIS ENTER 00 2024 BROADWAY & 7TH STREET �/,� 3535 VADNAIS CENTER DR. CSAH 75 (EAST BROADWAY) AT CEDAR STREET /`/ Name : John M Gray, PE ST. PAUL, MN 55110 IMPROVEMENT PROJECT FLASHER SHEET Q Date: December. 5. 2023 Lic. No. 22457 SEH CITY OF MONTICELLO, MINNESOTA 8 OF 8 S8 Estimated Quantities and Project Costs BROADWAY STREET ]TH STREET - LOCAL 6'"STREET PARKING LOT S.A.P. 086-S-II S.A.P. 222-020-001 WALL CONSTRUCTION SIDEWALL AREA SI.EWALL AREA SIDEWALL AREA] LOCAL CSAH ]5 CS. 75 8em Esti-d Esti-d Eatima[etl Estimated Estimated Esti.-d Estimated Eati-d EatIm d Estimated Estlmatetl Estimated Eetimaletl Total Eetlmale Quantity Cos[ QuantKy Es[Imated Coat Quantity Cost Quanthy Cost Quantity Cost Q-1ty Cost QuanNly Cost No. Dascrlotlon Uni[ UnN Cost Cost 1 MOBILIZATION LUMP SUM $170,00000 038 $64,80000 044 $74,80000 0.08 $13,60000 004 $6,80000 003 $5,10000 001 $1,70000 002 $3,40000 $170,00000 2 CLEARING EACH $30000 aso $15000 a50 $150.00 4DO $1,20000 2DO $a.an $5,10000 3 GRUBBING EACH $20000 a $10000 a $100.00 4DO woo no 2DO van no $1,40000 4 PAVEMENT MARKING REMOVAL LIN FT $200 86].00 $1,]3400 $1,73400 5 PAVEMENT MARKING REMOVAL SQ FT $4 DO 396.00 $1,584 on $1,58400 6 SALVAGE CASTING EACH $30000 ton $300 On 400 $1.20000 tan $300.00 $1,800 no 7 SALVAGE SIGN EACH $10000 10.00 $1,00000 3On $300.00 $1,30000 B SALVAGE TREE GLREATE EACH $15000 2On $300.00 $30000 EACH Sam On 32.00 9,20000 O REMOVE �N OR CATCH BASIN EACH $200.00 22.00 $4,400.00 $4,40000 11 REMOVE VALVE BOX EACH $20000 son $600.00 Sam 00 12 15Rr(fN J9f{��.FrEspYrENT-FULLDEPTH LIN FT $6.00 164.00 $984.00 1,241.00 $],446.00 4.00 $24.00 85.Oo $510.00 32.00 $192.00 12.00 $]2.00 $9,228.00 13 SS(�gUtfy[I�IYG/F, pyplaF r//iccy//(FFf//bww��(fSlrzrzI''pA(tEMENT- FULL DEPTH LIN FT $300 679.00 $2,03700 3,79800 $11,39400 26M $7800 526.00 $1,57800 53.00 $15900 $16,246 DO 10 15 REMOVE RETAININGWALL LIN FT $5000 3I3.00 $8,325.00 36800 $18,40000 $18400 D0 16 REMOVE FENCE LIN FT $5.00 DTOO $1,685.00 $11685oo 1] pyyRp�Eg�qnMNtyOO[1VEF�[C[y:UU��RR�B aAFNIIDF GUPPTYYT��E::�y6A.1R1��NN�ii LIN FT $1000 465.00 $4,65o 00s on 2,33300 $23,33000 20M $200.00 454.00 $4,54000 53.00 $53000 $33,250 D0 19 REMOVEBITUMINOUSPAVEMENT SQ YD $600 235.00 $1,41000 1638]00 $8,20200 4.90 $2940 269.00 $ifi1$1.40400 0.00 12.00 $84.00 $1,25640 20 SALVAGE AND REPLACE LANDSCAPING EACH $1,50Oo0 3.00 $4.500.00 $4, MOO 21 EXCAVATION -COMMON Cu YD $2500 525.00 $13,12500 16400 $4,10000 1]8.00 $4,45000 190.00 $4,750 D0 5900 $1,475 DO 16700 $4, 175 DO $32,0]S DO 22 GRANULAR EMBANKMENT (CV) CU YD $moo 422.Op $10.9]200 100.00 $2,600.00 24.00 $624.00 20.00 $520.00 $14,]16.00 23 S CT GR N�Ej1�� r1ENT(CV) CU YD $3200 16400 $5,24800 $5,248 no 24 `NIt[(1Ir4`F/ ♦ EE��}} CIIJJ�i CU YD $15.no 103.Op $11545.00 TOO $lo5.00 57.00 $8moo 16.00 $240.00 $2,745.00 25 CAVNTIa tfL CU YD $1600 160.00 $2,56000 $2,560 no 26 HAUL Ary yypp99//ccFF{{ O� �qy[; VATED MATERIAL (LV) CU YD $20.00 550.00 $11,000.00 283.00 $5.660.00 223.00 E4,460.00 173.00 $3,460.00 56.00 $1,120.00 217.00 $4,340.00 $30,040.00 2I GEOTEX � FABI21O TYPE SQ VD $400 3moo $1,20000 $1,20000 28 WATER MGAL $]S.o0 24.00 $1,800.00 409.00 $30,675.00 61.00 $4.575.00 35.Oo $2.625.00 131.00 $9,825.00 18.00 $1,350.00 $50,850.00 29 AGGREGATE BASE CLASS S TON $3000 215.00 $6,45000 971.00 $29,31000 2.00 $6000 2]8.00 $8,34000 288.00 $8,640 D0 810a $2,430 DO $55,23000 30 FULL DEPTH RECLAMATION say $3.00 1,502.00 54,506.00 $4,506.00 31 HAUL FULL DEPTH RECL00 AMATION(CV) CY YD $2000 25000 $S,0DO $5,00000 32 MILL BITUMINOUS SURFACE SO YD $2.00 %,801.Op $113,602.00 6200.$124.00 $113,726.00 33 BI III ORTACKCOAT GALLONS $500 442.00 $2,21000 1.00 $5 an 700 $3500 300 $15 no $2,2.0. 34 P825 X JKB)2.0"THICK SO YD $2],00 4.80 $132.31 12].00 E3,429.00 62.Op $1,6]4.00 $5,235.30 35 TYPE SP E(2,B)30"THICK SO YD $30 D0 1,354D0 $40,62000 $40,620 DO 36 TVPE Sp 2 O [[�� ,,Inyn TT11I``IE(2,B)2.5'THICK SO YD $29.D0 4.90 $142.10 127.00 E3,683.00 $3,825.10 3] TYPE SP95Iw\ G�J UR�XI�,B� TON $95 D0 13600 $12,920 DO $12,920 DO 38 TYPE SP I2.S N0 YY``// TTNY�jE (2,B) TON $93.00 22].on $21,111.00 $21,111.00 39 TVPE SP 95 AA �(A,C} TON $1D800 6.87300 $742,28400 $742,2840D TTyrvTvvvya` G To $150.00 37.00 $5,550.00 371.00 $55,650.00 $61,200.00 401 P�f� 1 t; ,O �J�E WjaANING WALL SO YD $5)200 23000 $131,560.0d $131,56am 42 R C c ((t�JG 1I��((LLLL SO YD $300.00 1620 $4,860.00 $4,860.00 43 SAW AND SEAL JOINT LIN FT $15 D0 300.00 $4,50000 $4,5G000 44 PIPE RAILING LIN FT $115.00 368.00 $64,400.00 $64,400.00 45 15'RC PIPE APRON EACH $1,SOO D0 200 $3,00000 $3,0moo 46 1.s R PI cp V LIN FT $80,00 5Sm $4,480.00 $4,4W.00 47 Z (2�f E�^�}ASSV LIN FT $]50a 3]3.an $2],9]500 $2],9]500 46 G 1' S S LUMP BUM $25,000.00 1., $25,000.a. $25,000.00 49 VALVE BOX EACH $4D000 San $1,20000 $1,200 Do 50 ADJUST VALVE BOX EACH $250.00 1.DO $250.00 $250.00 51 SALVAGE SPRINKLER HEAD EACH $iD000 50.00 $5,00000 1200 $1,20000 15.00 $1,50000 f0.00 $1,D0000 200 $200 an $8,90000 52 INSTALL SPRINKLER HEAD EACH $100.00 50.00 $5,000.00 12.DO E1,200.00 15.Op E1,500.00 10.00 $1,000.00 2.00 $now $8,900.00 53 INSTALL CASTING EACH $30000 Ino $30000 4an $1,20000 tan $300.00 $1,8D000 54 CASTING ASSEMBLY EACH $1,200.00 53.00 $63,600.00 $63,600.00 55 [CC;ONNSSTTTRRUUUCTTyD�/RRAA DRAINAGE STRUCTURE DESIGN 48-0020 LIN FT $1,100 D0 45.00 $49,50000 $49,Sm. 5] c4�IlN4�y�NCE��CTT/IICNTTyO EXISTJIOI`N4�G`D�R�A/H�{Nn�1ApGcc■E STRUCTURE EACH $OUE EACH $250000 So. $3,00000 $300000 59 9ONSTRULITD�AGE STRUCTURE ESIGN SPECIAL LIACHN FT $$900000 102.no $91,80000 $91,BOO OO 60 4: CONCRETE WALK SQ FT $8,00 1,843.00 :14,]44.00 5,344.00 542,]52.00 1,]36.00 $13,888.00 $]1,364.00 61 B"CONCRETE WALK So FT $15D0 2,92000 $43,800.00 4.310 D0 $64650 DO 1)6.00 $2,640 DO $111,09000 62 8"CONCRETE WALK SQ FT $12.00 351.00 $4,212.00 98.00 $1,176.00 $5Zon 63 CONCRETE CURB AND GUTTER DESIGN B612 LIN FT $35 DO 2G 00 $]00.00 $]DO OO 64 CONCRETE CURB MB ?AR BE$IGJ?slS LIN FT $31.00 495.00 $18,315.00 $18,315.00 65 CONCRETE CURB Es �(fB624 LIN FT $40 DO 459.00 $18,360.00 2.327 DO $93,OB000 $111,4400O 66 C �ypr� E`C`UENSIGN V LIN FT $110.00 21.00 $2,310.00 21.00 $2,310.00 $4,620.00 67 4UN A O8So FT $90 DO 250.00 $22,500.00 251.00 $22,590 00 ]0.00 $fi,300 00 12.Op $1,080 no $52,470 00 66 LIGHT UNIT TYPEI EACH $8,000.00 24.00 $i B2,000.00 $192,NOW 69 LIGHT FOUNDATION DESIGN E MODIFIED EACH $1,500 DO 2d.00 $36,D00 00 $36,000 W ]0 SERVICE CABINET EACH $8,000.00 1.00 $8,000.00 $8,000.no ]f EQUIPMENT PAD EACH $1,SOO DO Ian $1,50000 $1,50D.00 72 2"NON-METALLIC CONDUIT LIN FT $8.00 4,817.00 $38,536.00 $38,536.00 73 22/"ry4INOc■NNN--METTYALL�ILLIIC/wCCOO■cNDIIUIT DIRECTIONAL DRILL) LIN FT $25 DO 1f0.00 $2,75000 $2,750.00 74 LIN FT WG TO ]5 UNfSERG�OUNO WIftE 1IC 4 WG LIN FT $30a 15'"l..00 $4fi32300 $46,32300 76 TRAFFIC CONTROL LUMP SUM $50,000.00 0.38 $19,000.00 0.44 $22,000.00 0.08 E4,000.00 p.04 E2,000.00 O.p3 $1,500.00 0.01 $500.00 0.02 $1,amN $50,000.00 ]] ALTERNATE PEDESTRIAN ROUTE LUMP SUM $S.am DO 038 $2,280.00 a" $2,64000 0.08 $480.00 D04 $2A0.00 D03 $180.00 ON $60 D0 002 $12000 $6,000.00 78 INSTALL SIGN EACH $200.00 1o.00 $2,000.no 3.00 $800.00 $2,600.00 79 PEDESTRIAN CROSSWALK FLASHER SYSTEM A SYSTEM $48O00 DO 1DO I $A8,000 DO $48,000 OO 80 yaccc■Jn/c /T/gll�n@N/�ryR�/c/w/ALK FLASHER SYSTEM B SYSTEM $109,000.00 0.50 $54,500.00 0.50 $5415moo Me Now et DECDUOUS TREE 2.0' CALBBB EACH $800.00 24.00 $19,20000 $19,2DO OO 82 DECIDUOUS TREE 25-CAL BBB EACH $850 an 500 $4,25000 $4,25000 83 INSTALL TREE GRATE EACH $15000 Zan $300.00 $30000 84 EROSION CONTROL SUPERVISOR LUMP SUM $3,500 no one $31500 062 $2,17000 OA2 $420.00 003 $10500 DID $36000 ON $14000 $3,5MOO 85 STORM DRAIN INLET PROTECTION EACH $225 On 19.00 $4,275.00 48.00 $10,80000 4.00 $900.00 400 $900.00 200 $4.00 200 $4.00 $1],]]5 no 86 SILT FENCE, TYPE MS LIN FT $300 961.00 $2,88300 31000 $93000 $3,81301 B] SEDIMENTCONTROL LOGTYPEWOODCHIP LIN FT $350 415M $1,45250 92].00 $3,24450 32500 $1,13]50 $5'a. a 86 LO A 4� Row LV) CU YD $7000 30.on $2,10000 311.00 $21,]]000 7000 $4,90000 .,On $2..000 40.00 $2,Sao an 20 on $1,400 DO $35'Zno 89 ES� RA��N SQ YD $275 354.00 $9]350 6.072 DO $16,6980a Ban DO $2,4]225 519.00 $1,42]25 1,94300 $5,34325 26200 $72050 $2],634]5 90 4" SOLID LINE MUTI-COMPONENT LIN FT $150 NO no $1,29000 $1,29900 91 6" SOLID LINE MUTI-COMPONENT LIN FT $2 DO 210.00 $420.00 NOW $1,720. $2,1. a 92 12" SOLID LINE MUTI-COMPONENT LIN FT $1000 40.00 $400.00 $400 DO 93 4" DOUBLE SOLID LINE MUTT -COMPONENT LIN FT $300 583.00 $1,74900 $1,]4900 94 4"SOLID U M 1Id�p41IyIE■yN�T G`♦p PIN LIN FT $200 13,71000 $27,42000 $2],420W 95 6"SOLID LI M I MPONENT GR OIN LIN FT $250 16,780.00 $41,950.00 $41,95000 96 12"SOLID LINE 4 I LIN FT $1200 2]3.00 $3,2]600 $3,2]800 II.�IE■�//y�Iy��D IIIyyII 97 24' SOLID LINE rRNE UND IN LIN FT $21 00 256.00 $5,3]6.00 $5,37600 98 4"BROKEN LII./n��M JyJ�$1Iy\E�6�T\ Y�DIN LIN FT $200 3,02000 $6,04000 $6,04000 99 PAVEMENT M�'� A (((fff[[tTTTrrr COMPV NT SQ FT $1200 60.Op $]20.00 1250 $15000 $8]0 DO 100 CROSSWALK MULTI -COMPONENT SOFT $800 3O&W $2,44800 $2,44800 101 PAVEMENT MESSAGE MULTII MPONENT GROUND IN SQ FT $800 495.00 $3,WD.00 $3,96000 102 CROSSWALK MUCTI-COMPO EiJ�T AUND IN SO FT $6 00 4,546 00 $27,278 00 $2],276 DO TOTAL $1,206,508 $1,437,380 $267,624 $141,011 $101,548 $34,393 $59,982 $3,248,445 ESTIMATED QUANTITIES 1-05-2024 2 Inch Overlay Pie 1 oT 1 Residential & Business Subscribers Service 2015 Q2 - 2016 Phone Only 32 28 Internet Only 664 717 Television Only 74 73 Phone &Internet 164 156 Phone & Television 44 42 Internet & Television 318 280 Triple Play 278 254 Total Subscribers 1574 1550 Total Phone 518 480 Total Internet 1424 1407 Total Television 714 649 July 1st 2016 Arvig's 1st Day 2016 2017 2018 j 2019 2020 2021 2022 Q3-2023 Q4-20231 28 24 24 24 22 27 28 23 22 829 945 1,014 1,131 11341 1,366 11351 1,321 11330 72 55 41 28 14 6 6 - - 145 164 155 166 165 160 151 143 138 39 35 30 23 14 1 279 232 206 193 181 173 154 140 145 253 204 174 141 114 109 96 90 88 1,645 11659 1,644 11706 1,851 11842 1,786 11717 1,723 465 427 383 354 315 297 275 256 248 1,506 1,545 11549 1,631 1,801 1,808 1,752 1,694 11701 643 526 451 385 323 289 256 230 233 Business Subscribers Service 2015 Phone Only 10 Internet Only 37 Television Only 1 Phone & Internet 70 Phone & Television 1 Internet & Television 3 Triple Play 15 Total Subscribers 137 Total Phone 96 Total Internet 125 Total Television 20 Residential Subscribers Service 2015 Phone Only 22 Internet Only 627 Television Only 73 Phone & Internet 94 Phone & Television 43 Internet & Television 315 Triple Play 263 Total Subscribers 1437 Total Phone 422 Total Internet 1299 Total Television 694 Q2-2016 2016 2017 2018 2019 2020 2021 2022 iQ3=2023 Q4-2023 10 13 10 10 8 7 11 12 13 13 31 35 33 37 35 35 39 44 46 48 2 2 1 1 1 1 66 60 68 63 62 65 61 61 58 57 1 1 1 1 1 4 4 4 3 6 5 4 3 3 3 15 19 16 14 14 9 8 5 5 5 129 133 133 129 127 123 123 125 125 126 92 92 95 88 85 82 80 78 76 75 116 118 121 117 117 114 112 113 112 113 22 25 22 19 22 16 12 8 8 8 Q2-2016 2016 2017 2018 2019 2020 2021 2023 Q3-2023 Q4-2023 18 15 14 14 16 15 16 16 10 9 686 794 912 977 1,096 1,306 1,327 11307 1,275 1,282 71 70 54 40 27 13 6 6 90 85 96 92 104 100 99 90 85 81� 41 39 34 29 22 13 1 276 275 228 203 187 176 169 151 137 142 239 234 188 160 127 105 101 91 85 83 1421 1,512 1526 1515 1,579 1,728 1,719 11661 1,592 1,597 388 373 332 295 269 233 217 197 180 173 1291 11388 1424 1432 1, 514 1, 687 1, 69 6 11639 1, 5 8 2 1, 5 88 627 618 504 432 363 307 277 248 222 225 Entity: FiberNet Entity: FiberNet Entity: FiberNet From: Arvig Enterprises, Inc. From: Arvig Enterprises, Inc. From: Arvig Enterprises, Inc. Subject: Monthly Netting Statement Subject: Monthly Netting Statement Subject: Monthly Netting Statement Netting Period: 10/01/2023 - 10/31/2023 Netting Period: 11/01/2023 - 11/30/2023 Netting Period: 12/01/2023 - 12/31/2023 Revenues Revenues: Revenues: Subscriber Billings 161,156.00 Subscriber Billings 15%080.00 Subscriber Billings 159,870,00 Total Revenues: 161,156.00 Total Revenues: 1599080.00 Total Revenues: Expenses Subscriber Fee Management Fee Fixed Fee Total Expenses: Net Income (31,927.10) (151834,19) (361088,86) (83,850.15) $ 77,305.85 Expenses: Subscriber Fee Management Fee Fixed Fee Total Expenses: Net Income Entity: From: Subject: Netting Period (31,790.36) (15,834,19) (36,088.86) FiberNet Arvig Enterprises, Inc. Netting Statement 4th Quarter 2023 Total Revenues: Subscriber Billings 480,106.00 Total Revenues: Expenses: Subscriber Fee (95,676.49) Management Fee (47,502,57) Fixed Fee (1081266.58) Total Expenses: Net Income (83,713.41) 75,366.59 480,106.00 (251,445.64) $ 228,660.36 Expenses: Subscriber Fee Management Fee Fixed Fee Total Expenses: Net Income Entity: From: Subject: Netting Period (31,959.03) (15,834.19) (36,088.86) FiberNet Arvig Enterprises, Inc. Netting Statement YTD 2023 Total Revenues: Subscriber eillin: 1, 924, 613.00 Total Revenues: Expenses: Subscriber Fee (390,761.37) Management Fe (187,245,72) Fixed Fee (433,066,32) Total Expenses: Net Income 159,870.00 (83,882.08) 75,987.92 15924,613.00 (11011,073.41) $ 913,539.59 Financial Projections PRELIMINARY Q4 2023 - per Contractual Netting Statements Prelim Budget 2023 2023 Variance Projected Revenue: $1,924,613 $1,881,416 $43,197 Expenses: Subscriber COGS 390,761 $509,383 $118,622 Fixed Cost 433,066 $552,695 $119,629 Cash flow from Operations $1,100,786 $819,338 $281,448 Management Fee: Fixed 187,246 $187,246 $0 Adjusted EBITDA $913,540 $632,092 $281,448 Management Fee: Incentive - 40% $365,416 Capital Expense Budgeted: (105,319) City Cash Flow 442,805 Capital to Developments (92,062) City Cash Flow net of Developments 350,743 * $ 67,308 Stony Brook Development $ 24,754 Headwater Townhomes $252,837 (177,500) 201,755 Estimated cost of possible future builds: Headwater (59 lots) - $118k (less 24,754) Haven Ridge in design and estimates I B E IR -114) 1 Delivered by arvig Budget $1,881,416 509,383 552,695 $819,338 $632,092 $252,837 201,755 Capital Expense Report, Budget versus Actual 4th Quarter 2023 Actual Budget HE/CO Equipment 24,070 60,000 Drops 1%902 55,000 :PE Equipment 61,347 621500 Road Jobs/Moves $ 10%319 $ 177,500 2023 Capital Budget: 2023 Variance $ 35,930 HE/CO Equipment 60,000 $ 35,098 $ 11153 Drops - Plowing 55,000 $ 72,181 CPE Equipment 62,500 Road Jobs/Moves - Mapcom -Plant Records - TOTAL - Yearly $ 177,500 Delivered by arvig. Marketing 4rd Qtr 2023 • Website (Oct -Dec): o Number of unique visitors: 2,664, down 10.6 o Total sessions/visits: 3,117, down 4.5% o Average time on site/page: 1:34, up 9% o Search keywords bringing customers to our website clicks: fibernet, fibernet internet, fiber net, fibernet monticello, business fibernet, dmca internet, fiber internet, internet provider monticello • Search Ads o Impressions: 47698, up 167.1 °�° o Clicks: 1,664, up 38.7% o Phone Calls: 439, up 30.3% o Search keywords customers are using/clicking: internet providers, charter spectrum, phone service, dish network internet, internet service, phone service provider, cable service provider, Charter, wireless internet, tv and internet dumber of potential customers/existing customers that input their address to see if service was available and the cost via website: o October -December: ■ Confirmed Address: 574, up 19.3°i° ■ Select Services: 34, down 1.4% ■ Your Contact Info: 105, down 13.2% ■ Submit: 53, up 3.9% ■ Orders Submitted: 39, up 11.4% • Top landing pages: Home page: 1465, Local Fiber: 657, Gig Offer: 482, Support: 137, Internet: 79 ?023 Gig PFL is $75 per month, 500Mb/500Mb for $40/month, 100Mb/100Mb for $30/month created front invoice messages and city inserts. Following is some of the artwork that was used: )irect Mail: • x J 5 _ {. I 1 i �- Enjoy fast, locally provided internet service at unbeatable prices. Get started with fiber internet 100Mb/100Mb for $30/month: Prices au4m a 11MOked k1me� i� `7 W MM �" :� _: ._ .;.�8r� it G now`�.� _c F 763.3KO100 FlberNetMonticello.com/localfiber c�t+,r«dnr arvig, Up L 1001vib/1001vib for $30/month` (—✓ High-speed Fiber: Perfect for 5-6 devices. i (Manages online video streaming, video calls, and online gaming. r.�92a.j= .�1 � a;jor N E rri hi 763.314.0100 1 FiberNetMonticello.com/localfiber o4...ww arvig, •rltulbt) D�'®mY 4ip b xv9bv x mvot:att,q ntiOYDY aieW:m Mo�4.TY%rM, vfobr, u'.A<t �,lifi Fn,z, dYMhv,u NliUibmVIM [Rv 118 6th Street W, Suite A Monticello, MN 55362 «First Name» «Last Name» Or Current Resident «Street Address>> «City», <<State>> <<Zip Code>> Rediscover family time with fiber Internet for just $30/month".Stream, play, and connect effortlessly —because family moments are priceless. wg P�iees owe -�o>� as limiked-�iw�e� -�i�NG WNEr� 763.314.0100 I FiberNetMonticello.com/localfiber Debvereriby arvig. Up to 1UUMb/1UUMb for $30/month' IZ High-speed Fiber: Perfect for 5-6 devices. P✓ Manages online video streaming, video calls and online gaming. Sin u IV kodayl 763.314,0100 FiberNetMonticello.com/localfiber ==no a. 11UM7 n.1..aaM -arvig, rd . wnw r„o�m enw,a.a m.e.n,.ma.a....w.a r ve. br arvig. 178 6th Street W, Sulte A Monticello, MN SS362 «First Name» «Last Name» Or Current Resident «Street Address>> «City>>, <<State>> <<Zip Code>> Ring in the NewYear with speed and savings! Fast, local, and affordable fiber Internet starts atjust vawmonth. Prices ourZe -�oIL a liw�i�ed kirne� = INC ��----�� I_ �OW��IN�UPI< 763.314.01001 FiberNetMonticello.corn/localfiber Delivered by arvig, Up to 10UMb/1UUMb $30/month Up to SUUMb/SUUMb $40/month* Enjoy fast fiber internet [-✓ Lightening fast fiber speed, ideal for 5 to 6 devices. internet speed. G Handles streaming video, video G Enjoy optimal speed for chatting and gaming online. ALL your tech devices! Seleck yours platy kV wvj * ��li .. 763.314.0100 - ►�■■■Wt FiberNetMonticello.com/localfiber oa.n.dr, arvig. Monticello Times Spotlight ads and Social Media Posts: ..__7 r Stay connected with loved ones this holiday season! Enjoy fast, local fiber internet starting at just $30/month'! P► IC'es 4m a limited kimek - — - goo '!� Bra ►��■AWL 763431460100 M � � 4 ._ FiberNetMonticello.com Da.eredkry arvig, "Offer ends 1 1 /30/2023. Based on area; some restrictions apply. eFiberNet 2023 x ow ~��`` '\ LA%Vrw r, arvig. 118 6th Street W, 51.11te A Monticello, MN 55362 «First Name» «Last Name» Or Current Resident «Street Address>> «City>>, <<State>> <<Zip>> Get fast, local service and unbeatable prices with fiber internet starting at $30/month"! It's that simple! �'csk abouk Prvice -�orz �i�e" � 763.314.0100 FlberNetMonticel lo.coltt ■ra�C�c�tA� nul,vvtd, arvig. SPEED UP YOUR STREAM, GAME, & HOLIDAY SHOPPING CONNECT FASTER r�vEIF A QUALITY TIME, QUALITY CONNECTION NEW YEAR, SAME GREAT PRICE! ...0 -`*06 60 qw Too 01400 •��•• �• go rr ` • • . ,•/ � ' . CT) (::3 F-1 14 CD 1. 0 9 Z o s z �n Z 7 MONTICELLO DMV 2023 RESULTS SERVING MONTICELLO & SURROUNDING COMMUNITIES Office Hours: Monday thru Friday 8:00 a.m. — 4:30 p.m. (no appointment necessary) Saturday 8:00 a.m. —12:00 p.m. We can be reached at 763-295-2712 Deputy.Registrar2@ci.monticello.mn.us More information can be found at https://ci.monticello.mn.us/dmv and dvs.dps.mn.gov OUR MISSION The Monticello Department of Motor Vehicles provides a vital connection between the • • state and the city. ^- Our well -trained staff administers a variety of Minnesota's licensing and titling laws 19 'FON-W with integrity while serving our community with enthusiasm and respect. On behalf of our customers, we contribute to the prosperity of the City of Monticello, and we commit to being your public advocate to the State of Minnesota. IN JUNE OF 2023 LEGISLATION APPROVED 9 NEW PLATES THAT WOULD BE AVAILABLE JANUARY 1ST 2024THE BLACKOUT BLACK AND THE VIKINGS PLATES ARE TWO FAVORITES Minnesota „� Al ABC 12 3 SEP MINN ESOTAVII(INGS F O U N D A T I O N .I11111 Y6 III j SERVICES WE OFFER DMV DNR Title transfers — all -class vehicles, trailers, • Boat title transfers mobile homes, mopes, motorcycles • ATV class 1 & 2, agricultural and collector, Transfers of non -titled —trailers, golf carts OHV, snowmobile, non -titled boats & ORV Registration transfers & registration. Disability plates & placard Fishing License CDL medical certification Hunting License Duplicate driver's license Driver's license reinstatement fees $3.00 notary services, $10.00 expedited title option, drop box WHY IS FOOT TRAFFIC SLOW BUT REVENUE IS UP? � In 2023 we served 74 dealerships 28walk-in 46 courier pickup DMV offices across the state have noticed a substantial decrease in walk-in customers due to online registration. PUMPKIN CONTEST VEIT MUSEUM TOUR arc: af. MONTI ARTS & THE SLOTH POST ,� Lam` ✓ �� ►_ - s CHRISTMAS WITH SANTA & THE GRINCH 2023 RESULTS 2023 DMV NUMBER COUNT Motor Month DNR G/F DL Vehicle TOTAL Jan 1,319 12 247 6,947 8,525 Feb 742 8 187 7,477 8,414 Mar 643 36 277 7,792 8,748 Apr 730 25 239 7,017 8,011 May 1,405 87 276 7,709 9,477 Jun 1016 23 246 6,745 8,030 J u I 681 14 291 5,967 6,953 Aug 478 5 327 6,511 7,321 Sep 463 13 326 5,479 6,281 Oct 466 17 316 5,533 6,332 Nov 435 13 301 4,838 5,587 Dec 572 11 293 5,855 6,731 TOTALS I 8,950 I 264 I 3,326 I 77,870 I 90,4101 • 2022 Transactions: 91,078 • Filing Fees increased 10/1/2023 DMV Transaction Types DNR G/F 0.3 --- DL 3.7 2023 RESULTS Revenues $ 785,249 $ 801, 502 Expenditures* (452,328) (528,732) Net Chanqe-Ops $ 332,921 $ 272, 770 *Year-end accruals and adjustments still in process. Monticello DMV $1,000,000 $800,000 $600,000 $400,000 $200,000 s- 2019 � Revenueb 2020 N1 2021 Expenditures* 2022 2023 Net Change-Ops (574,344) $ 362, 526 (636,731) $ 245, 701 (638,892) $ 306, 039 • $944,931 of revenue for Monticello • $62,499 (7.1%) more than 2022 • $52.6M of revenue for the State • Increase of $2.1M (4.2%) from 2022 THAMff YOU for supporting the Monticello DMV and your local community! w D We are located at: 545 Hwy 25 Our hours are: Monday— Thursday, 9:00 a.m. — 8:00 p.m. Friday —Saturday, 9:00 a.m. —10:00 p.m. Sunday, 11:00 a.m. — 6:00 p.m. More information can be found at https://www. ci. monticello. mn. us/hiwayliqu ors or on Facebook @Hi -Way Liquors. As the municipal liquor store, the mission of Hi -Way Liquors is to promote the safe, responsible sale of alcohol in the greater Monticello area. We are committed to providing our customers with a clean, professional, and fun atmosphere so they can enjoy a memorable shopping experience. We believe in community engagement and investing in the future of Monticello. ie In 2023, the Liquor Fund provided funding for: • The public improvements in the 2023 Downtown Pedestrian & Roadway Improvements project • Walnut Street & River Street intersection • Parking & Accessibility • Safety Improvements • Bertram Chain of Lakes Phase 2 Improvements POURING ALL OF OUR PROFITS ,/'' luo ., BACK INTO THE COMMUNITY! Monticello HI -WAY LIQUORS 545 Hwy 25 N., Monticello 763-295-5222 ie Revenues $ 6,374,153 $ 7,404,955 $ 7,104,357 $ 7,168,374 $ 7,050,910 Hi -Way Liquors Cost of Sales (4,717,441) (5,502,228) (5,200,541) (5,256,029) (5,123,742) $8 Gross Profit 1,656,712 1,902,727 1,903,816 1,912,345 1,927,168 $7 Expenditures (866,171) (885,605) (913,173) (1,058,027) (1,094,652) $6 Net Change - Ops. $ 790,541 $ 1,017,122 $ 990,643 $ 854,318 $ 832,516 $5 Transfers Out/(ln) $ 2,100, 000 $ 660,000 $ 425,000 $ - $ 2,250,000 g $4 $3 $2 $1 -� Gross Profit Margin 26% 26% 27% 27/ ° ° 27/ -- -� -� - 2019 2020 2021 2022 2023 • Sales decreased $117,464 (1.6%) from 2022 • 240,982 transactions were processed in 2023 • 249,604 in 2022 • Average transaction was $29.26 in 2023 • $28.74 in 2022 Revenues Cost of Sales Expenditures Gross Profit Net Change - Ops. Hi -Way Sales by Category - 2023 Misc. ■ Beer — Over Half of Our Total Sales! ■ Liquor— Destination Whiskey Selection! ■ Wine —Featuring Annual Spring &Fall Sales! ■ Misc. — Mixes, Koozies, Gift Bags, Ba rwa re, & More! ie I UPS *5 TVIONTHS UP OVER 2O22 *FINISHED YEAH 87M+ ic DOWN iL*i��, *DOWN 7 MONTHS FROM 20 3 0 *FINISHED YEAR DOWN 1.6 Nl)k *ECONOMY/INFLATION *FT EMPLOYEE TURNOVE C ERSONNEL WISTS TURNS a STATE AUDITORS PORT FOR. YEAR ENDIN' 2022 *OUT OF 176 CITIES OPERATING 211 MUNI STORFS *CLIMBED TO # 13 IN TOTAL WALES (UP FROM # 1 i l *BANKED #3 hO11. SINGLIP* � E OFF-SXLE ONLY, 1400KING- V0 A S - R 'A'IfD) IN 202All -'J° QST HOLIDAY S WN �'�IINDEPE NNT A •+. EA , z 45 i sit. '" END OF THE RIDE JL MMENTSOR ,\ i %I QUESTIONS? V7 0.' A vp THANK Yl 2024 PRESIDENTIAL NOMINATION PRIMARY Presidential Nomination Primary — March 5 • Voter declares political party preference • Voter's party ballot choice is shared with the chair of that political party • Each party has its own ballot I Example Ballots ......................... ■ Official Ballot Presidential Nomination Primary Ballot ■ Republican Party Judge— Wright County, Minnesota ■ Judge_ March 5, 2024 ■ ■ z, ■ Instructions to Voters: To vote completely fill in the oval next to our choice like this: • ■ � P Y Y Minnesota Election Law permits you to vote for a candidate of only one political party in a Presidentia ■ Nomination Primary election. ■ ■ Republican Party ■ ■ Federal Offices ■ President Vote for One ■ao ■41 O Donald J. Trumn ■+1 O Vivek Ramaswamv ■ O Ron DeSantis ■ O Nikki Halevalev ■ O Chris Christie ■ O ■ wme n av ■ ■as ■ L r -��lCITY OF Monticello - ---- 1 ■12 Official Ballot Presidential Nomination Primary Ballot 1 ■ Democratic -Farmer -Labor Party Judge— Wright County, Minnesota 1 ■ Judge_ March 5, 2024 1 ■ 1 ■ Instructions to Voters: 1 To vote, completely fill in the oval next to your choice like this: • I 1 Minnesota Election Law permits you to vote for a candidate of only one political party in a Presidential Nomination Primary election. 1 ■ 1 ■ Democratic -Farmer -Labor 1 ■ Party 1 ■ Federal Offices 1 ■ President Vote for One 1 ■ <o 1 ■<' O Dean Phillins 1 ■<s O Frankie Lozada <</ 1 ■ O Gabriel Corneio 1 ■ O Cenk Uvaur 1 ■ O Armando "Mando" Perez•Serrato 1 ■ O Jason Palmer 1 ■ O JOSeDh R Biden Jr 1 I O Eban Cambridne 1 ■as O Uncommitted 1 ■ O Marianne Williamson ■ O ■ vim: ,. v .......................... ■ 1 Official Ballot Judge_ ■ 1 Judge ■ 1 ■ ■. Presidential Nomination Primary Ballot Legal Marijuana Now Party Wright County, Minnesota March 5, 2024 Instructions to Voters: To vote, completely fill in the oval next to your choice like this: • I I Minnesota Election Law permits you to vote for a candidate of only one political party in a Presidential Nomination Primary election. ■ I ■ 1 Legal Marijuana Now Party ■ 1 ■ ■ Federal Offices ■ ■ President Vote for One ■ ■4 O Vermin Suoreme ■ ■41 O Krvstal Gabel ■ 1 O Dennis Schuller ■ ■ O Edward Forchion ■ ■ O Rudv Reves ■ ■ O ■ ■ ■ss c�P Precincts Precincts Absentee/Early Voting —City Hall/Mail P-1 MCC Gymnasium P-2 Resurrection Lutheran Church P-3 Monticello High School Gym P-4 Kindred Hearts Event Center CITY OF Monticello FOUR POLLING LOCATIONS FOR THE 2024 ELEC&ONS Voting Precinct Monticello P-1 Monticello P-2 - Monticello P-3 Monticello PA Oly Boundary st tom;_ —f - Monticello Voting Precints Map Thank you to our polling place hosts for their cooperation and support! Early Voting Presidential Nomination Primary — Key Dates • January 19 — Early Voting Begins • February 13 — Last Day to pre -register • February 16 — Direct Balloting Begins • March 2 — open 9 a.m. — 3 p.m. • March 5 — Election Day CITY OF �� Monticello