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Planning Commission Agenda - 05/18/2022AGENDA REGULAR MEETING - MONTICELLO PLANNING COMMISSION Wednesday, May 18, 2022 - 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners: Paul Konsor, Andrew Tapper, Alison Zimpfer, Eric Hagen and Teri Lehner Council Liaison: Charlotte Gabler Staff: Angela Schumann, Steve Grittman (NAC), Hayden Stensgard, and Ron Hackenmueller 1. General Business A. Call to Order B. Consideration of approving minutes a. Joint Workshop Minutes — March 1, 2022 b. Regular Meeting Minutes —April 5, 2022 C. Citizen Comments D. Consideration of adding items to the agenda E. Consideration to approve agenda 2. Public Hearings A. Consideration of Preliminary Plat and Final Plat of Spaeth Industrial Park 3rd Addition in the 1-2 (Heavy Industrial) District Applicant: Ken Spaeth B. Consideration of an Amendment to a Conditional Use Permit for a Planned Unit Development for Expansion and Renovation of an Existing Retail Building in the Pine Street Sub -District of the Central Community District (CCD) Applicant: Border Foods, LLC. C. Consideration of Rezoning to a Planned Unit Development, Development Stage Planned Unit Development and Preliminary Plat of Block 52 First Addition, a Proposed Mixed -Use Development (87 Residential Apartment Units and Approximately 30,000 Sq Ft of Commercial Office and Retail Use) in the Broadway and Riverfront Sub -Districts in the Central Community District (CCD) Applicant: Mark Buchholz D. Consideration of an Amendment to the Monticello Zoning Ordinance for the Retail Service Uses Including but Not Limited to Definition, Zoning Districts and Standards Applicant: City of Monticello 3. Regular Agenda A. Consideration of Adopting Resolution PC-2022-036, a Resolution Concerning a Proposed Tax Increment Financing District and the Conveyance of Land Therein is Consistent with the City of Monticello Comprehensive Plan (Monticello 2040 Vision + Plan) B. Community Development Director's Report 4. Added Items 5. Adjournment MINUTES SPECIAL MEETING - MONTICELLO PLANNING COMMISSION Tuesday, March 1st, 2022 — 4:30 p.m. Mississippi Room, Monticello Community Center City Council: Mayor Lloyd Hilgart, Charlotte Gabler, Jim Davidson, Sam Murdoff, Bill Fair Commissioners: Paul Konsor, Andrew Tapper, Alison Zimpfer, Eric Hagen and Teri Lehner Staff: Angela Schumann, Steve Grittman (NAC), Rachel Leonard, Matt Leonard, Jim Thares, Ron Hackenmueller, Hayden Stensgard 1. General Business A. Call to Order Planning Commission Chair Paul Konsor called the Special Meeting of the Monticello Planning Commission to order at 4:30 p.m. A quorum of the City Council was also present. 2. Joint Meeting Agenda A. Concept Stave Planned Unit Development Proposal for a Mixed -Use Development (87 Residential Apartment Units and Approximately 30,000 Sq Ft of Commercial Office and Retail Use) in the Central Community District Proposer: Mark Buchholz Community Development Director Angela Schumann welcomed all in attendance and provided an overview of the meeting's focus. The City Council and Planning Commission were asked to provide feedback to the developers and staff for when a formal land use application is submitted. City Planner Steve Grittman provided an overview of the project. The proposed redevelopment on Block 52 consists of first floor commercial and office space (roughly 30,000 square feet) and 87 residential units in the four floors above. Three existing buildings and businesses on the block are set to remain in place. The proposal also includes 83 underground parking spaces for the residents and the current proposal includes 114 surface spaces. Parking counts and shared parking will be a continued discussion between the developers and staff. The north end of the proposed development is anticipated to include a restaurant area with an enlarged sidewalk space along TH 25. Mark Buchholz, of Deephaven Development, addressed the group on their commitment to the project and are open to all constructive criticism the commissioners and councilmembers may provide. Mr. Buchholz discussed the notes the development staff had from previous board meetings on this project and are working to incorporate them into the plans. Mayor Lloyd Hilgart appreciated the effort from staff and developers and did not have any critiques or further recommendations to the project as long as there is focus maintained on maximizing parking around the redevelopment. Planning Commissioner Andrew Tapper asked for clarification on a single apartment shown on the main floor of the development. Architect Rhet Fiskness, of Rhet Architecture out of Fargo, N.D., confirmed that it was designated as an apartment and explained that it would be easier to remove than add in at a later date in the project. Mr. Tapper asked if the Fagade Improvement Grant Program will be extended to the remaining buildings on Block 52. Ms. Schumann confirmed that the EDA recently asked staff to amend the grant program to include the Block 52 buildings. Mr. Fiskness noted that the proposed building is designed to recreate the feeling of historic storefronts along Broadway Street that will help further blend the building in with the historic buildings in the downtown area. Councilmember Charlotte Gabler noted the intention of this redevelopment project is to emphasize Monticello's uniqueness as a city in the region and asked if this building design can be seen in another community. Mr. Fiskness said this design is unique to this project. Mr. Buchholz and Mr. Fiskness noted they are working on a flyover and North elevations to show all directions of the building. Ms. Gabler asked what type of landscaping is intended for the East side of the building along TH 25. Mr. Fiskness noted that there is no planned greenspace in that area, so any plantings would be part of an elevated planter system. Ms. Gabler asked if there were plans to match the streetscape with the existing downtown area as well. Mr. Fiskness said at the moment that had not been addressed, but it will get discussed in the near future. Councilmember Bill Fair asked if the underground parking is strictly under the building itself or if it is planned to be under the surface parking as well. Mr. Fiskness said that all the underground parking is under the footprint of the proposed building. Mr. Fair followed up and asked if there were any discussions on that. Mr. Buchholz said that had been discussed early in the plans, but it ended up complicating the development process if the underground parking was extended beyond the footprint of the building. Mr. Fair asked if there had been any discussion with the Minnesota Department of Transportation on minimizing the speed of vehicle traffic in that area. Ms. Schumann clarified that there have been discussions with MN DOT regarding this project, but not in regard to speed limits in the area. Ms. Gabler asked if the Central Mississippi River Regional Planning Partnership (CMRP) has been informed of these plans and are aware of the redevelopment project. City Administrator Rachel Leonard clarified that City Staff provided a presentation to the CMRP in December that included these redevelopment plans. Ms. Gabler asked if there were any rooftop greenspaces included with the rooftop patios. Mr. Fiskness noted there currently are no plans for greenspace on the roof of the buildings. Planning Commissioner Alison Zimpfer asked if the gap between the existing mattress store and the new building is intended to be an access off Broadway Street. Mr. Fiskness said that it is not intended as it is not likely the County would approve of a mid -block access at that congested point on Broadway Street. Mr. Konsor noted that it would be a good idea to provide a view from the bridge during the development stage of the land use process. Mr. Konsor asked what the plans are for the overhead powerlines on site. Mr. Buchholz says they are working diligently with City staff and Xcel Energy to plan to relocate the lines on site. Mr. Tapper asked what the timeline is intended for this entire redevelopment project. Mr. Buchholz said that the intention is to move forward swiftly with development plans and to start in the summer of 2022, but a project this size is not one to be rushed. Mr. Fair asked if there needs to be road closures around the project during demolition or construction. Mr. Buchholz believes that closing roads will not be necessary. Tom Sipe, Front Street, mentioned that the traffic is hectic along TH 25 and expressed interest in a barrier of some sort on the sidewalk along TH 25. Mr. Grittman reiterated that this a concept meeting and not a formal land use application, so this project will be brought back to the boards for formal review and the public will have additional opportunity to provide feedback on the project. 3. Adjournment Recorded By: Hayden Stensgard Date Approved: May 18, 2022 ATTEST: Angela Schumann, Community Development Director MINUTES REGULAR MEETING - MONTICELLO PLANNING COMMISSION Tuesday, April 5, 2022 - 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners Present: Paul Konsor, Andrew Tapper, Alison Zimpfer, Eric Hagen, Teri Lehner Council Liaison Present: Charlotte Gabler Staff Present: Angela Schumann, Steve Grittman (NAC), Ron Hackenmueller, Hayden Stensgard 1. General Business A. Call to Order Chairperson Paul Konsor called the regular meeting of the Monticello Planning Commission to order at 6:05 p.m. B. Consideration of approving minutes a. Joint Workshop Minutes —January 10, 2022 ALISON ZIMPFER MOVED TO APPROVE THE JANUARY 10, 2022 JOINT WORKSHOP MEETING MINUTES. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. b. Regular Meeting Minutes — February 2, 2022 ALISON ZIMPFER MOVED TO APPROVE THE FEBRUARY 2, 2022 REGULAR MEETING MINUTES. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. c. Special Meeting Minutes — February 22, 2022 ALISON ZIMPFER MOVED TO APPROVE THE FEBRUARY 22, 2022 SPECIAL MEETING MINUTES. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. d. Regular Meeting Minutes — March 1, 2022 ALISON ZIMPFER MOVED TO APPROVE THE MARCH 1, 2022 REGULAR MEETING MINUTES. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. C. Citizen Comments None D. Consideration of adding items to the agenda Community Development Director Angela Schumann demonstrated how to access the agenda page on the City of Monticello's webpage to the Planning Commissioners and the public. No items were added to the agenda. E. Consideration to approve agenda ANDREW TAPPER MOVED TO APPROVE THE AGENDA FOR THE APRIL 5, 2022 REGULAR MEETING. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. 2. Public Hearings A. Consideration of Amendment to Conditional Use Permit for Co -location of Antenna Including Revision/Repair on an Existing Telecommunication Antenna Support Structure in the Industrial and Business Campus (IBC) District Applicant: Michael Clust City Planner Steve Grittman provided an overview of the agenda item to the Planning Commission and the public. The amendment to the conditional use permit is required to make the revisions to the antenna tower necessary. All the added equipment relevant to this request, with the exception of the meter, will be within the fenced in area that surrounds the antenna tower. The meter will be mounted on an already existing piece of equipment outside of the screened area. Chairperson Paul Konsor asked if this request is specifically focused on the revisions and updating of the equipment on the tower. Mr. Grittman confirmed. Mr. Konsor subsequently asked why this request is required to go through the review process through the Planning Commission and City Council. Mr. Grittman clarified that this review is standard for antenna towers to have the opportunity to review the changes requested so they are not drastic in both the areas of visual change, as well as operational changes. Eric Hagen asked for clarification of the proposed platform to be installed. Mr. Grittman clarified the platform is for the new operating equipment assisting the added equipment on the top of the tower. The platform is to ensure a separation between the ground and the equipment. Mr. Konsor opened the public hearing portion of this agenda item. Public Comment Jeff Haley, 1537 Cherry Tree Road, Noblesville, Indiana 46062, was present on behalf of the applicant and noted he was open to answer any questions. Mr. Konsor closed the public hearing. ERIC HAGEN MOVED TO ADOPT RESOLUTION NO. PC-2022-017 RECOMMEDING APPROVAL OF AN AMENDMENT TO CONDITIONAL USE PERMIT FOR CO - LOCATION OF ANTENNA INCLUDING REVISION/REPAIR ON AN EXISTING TELECOMMUNICATION ANTENNA SUPPORT STRUCTURE IN THE INDUSTRIAL AND BUSINESS CAMPUS (IBC) DISTRICT, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CONDITIONS IN EXHIBIT Z. Ms. Schumann noted that this item is anticipated to be on the April 25, 2022 City Council agenda for final approval. B. Consideration of an Amendment to a Conditional Use Permit for a Planned Unit Develoament for Installation of Electric Vehicle Charging Stations in the Pine Street Sub -District of the Central Communitv District (CCD Applicant: SMJ International, LLC. Mr. Grittman provided an overview of the agenda item to the Planning Commission and the public. The location of discussion is a part of a PUD that was adopted as a conditional use permit more than a decade ago. For the time being, the current proposed charging stations will be exclusive to Tesla Motor's vehicles. This change in available parking on site, does not affect the allowance for minimal parking. The applicants are proposing the transition of eight normal parking spaces on site to these charging stations. The applicant has noted that with the installation of the equipment necessary, there will be two trees removed. The applicant has intentions of replacing the trees that will be affected. Since this use is not accessory to the primary uses within the PUD, this request is being addressed as a new primary use on site as a motor fuel station. The applicants will be entering into a ground lease for the location proposed. Mr. Konsor asked about how this would change the snow clearing plan on site. Mr. Grittman noted that this has not been addressed and would encourage that question to be directed to the applicant. Mr. Konsor asked if this approval opens the door for any and all electric charging stations to be installed anywhere in this parking lot. Mr. Grittman clarified that this approval is specific to the site plan provided by the applicant. Mr. Konsor asked how the utility boxes will be screened. Mr. Grittman mentioned that the equipment will be ground mounted and will be subject to the standards of other ground mounted utility boxes. A question regarding the storage of vehicles at the charging stations was posed. Mr. Konsor opened the public hearing portion of the agenda item. Public Comment Austin Barkley, 3500 Deer Creek Road, Palo Alto, California 94304, on behalf of Tesla, addressed the Planning Commission. There is what is called an "idle fee" for Tesla Vehicles to be charged with if their vehicle is fully charged and still occupying a charging station to disincentivize overnight parking and similar matters. Mr. Hagen asked what the draw was for this location to be selected. Mr. Barkley noted the proximity to the freeway, as well as the use of the commercial stores in the area. The charging stations take roughly 30 minutes to complete, and the timing works well with grocery shopping and etc. Mr. Barkley mentioned as well that for the time being, these stations are exclusive to Tesla vehicles, but in the future, it has been made a priority to increase access to other electric vehicle brands. Andrew Tapper asked if there was needed change in electrical access on site to power the charging stations. Mr. Barkley clarified that they have been in constant contact with Xcel Energy to prepare and execute the increase in power to the site. Mr. Konsor closed the public hearing. ALISON ZIMPFER MOVED TO ADOPT RESOLUTION NO. PC-2022-018, RECOMMENDING APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR A PLANNED UNIT DEVELOPMENT FOR INSTALLATION OF AN ELECTRIC VEHICLE CHARGING STATION IN THE PINE STREET SUB -DISTRICT OF THE CENTRAL COMMUNITY DISTRICT, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CONDITIONS IN EXHIBIT Z. ERIC HAGEN SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. C. Consideration of Rezoning to a Planned Unit Development, Development Stage Planned Unit Development and Preliminary Plat of Country Club Manor First Addition, a Proposed 30 Unit Twin -Home (60 Housing Units) Development in the R-3, Medium Density Residential District Applicant: Headwaters Development, LLC. Mr. Grittman provided an overview of the agenda item to the Planning Commission and the public. The three components of the item included requests for rezoning to Planned Unit Development, Development Stage Planned Unit Development and Preliminary Plat of Country Club Manor First Addition. The developer has proposed this project in phases, whereas the first phase will be the construction of the 30 twin -home buildings, followed by the construction of an apartment building to be on the same 16+ acre property. The applicant has noted a request for PUD flexibility in building separations on site as they are currently 10 feet apart at their closest points, 2 feet less than the recommended distance of 12 feet. The other flexibility request involves the standard setbacks of the twin homes in the front yard and back. Mr. Grittman pointed out there is additional opportunity on the site for the developer to add landscaping to both screen the development from Interstate 94, as well as the adjacent neighborhood to the North of the site. A number of trees are anticipated to be removed from the site during development, and as the City's zoning ordinance defines, four of the major trees will need to be protected or replaced. Mr. Tapper asked if the townhomes are exclusive to senior living. Mr. Grittman confirmed that it was a 55+ development and that the town homes are intended to be rentals. Mr. Hagen addressed the note on the garage size on the twin home project and that he would like to see the minimum size of 450 sq ft be confirmed in the development plans. Ms. Gabler asked if the brick or stone material on the front of the townhomes in their building elevations met code requirements. Mr. Grittman said the amount shown most likely does not, though an exact calculation has not been done yet to ensure. Ms. Gabler asked if the 7t" street property line would include a berm or standard plantings for screening purposes. Mr. Grittman said staff would certainly welcome a berm, but the property itself does not seem to be capable of including a berm on that property line. The yards will be screened, but a berm is not likely in that location. Ms. Gabler asked if they were slab homes and that the yards or homes themselves would not encroach on any right of ways or easements involving Interstate 94 to the South and 71" Street West to the North. Mr. Grittman confirmed both questions. Mr. Konsor asked if the extension of the noise wall from the North along 1-94. Mr. Grittman said that it was his understanding this proposal would not qualify for the extension of the noise barrier. Ms. Gabler asked if MN DOT has had the opportunity to review this preliminary plat. Ms. Schumann said that it is standard practice for MN DOT to review preliminary plats. Other than minor suggestions, to this point, staff has not received their formal review letter. Mr. Konsor asked if there was a recently approved project on the northeast corner of 7t" Street West and Elm Street. Mr. Grittman confirmed that there is an already approved 28-unit twin home development that is likely to be underway this Spring. Ms. Gabler asked if there is trail or sidewalk along both sides of 71" Street West. Mr. Grittman clarified that there is not currently. Ms. Gabler asked if a traffic study had been completed for this project. Ms. Schumann clarified that there was a traffic study included in the agenda packet. Ms. Schumann also mentioned that the City of Monticello's PARC Commission has made it a priority to work with the developer in constructing a trail along the South of 7t" Street West to connect with Elm Street. Mr. Konsor opened the public hearing portion of this agenda item. Public Comment Brian Nicholson of Headwaters Development, LLC. (Applicant) addressed the Planning Commission and the public. This will be the second development Headwaters has done in Monticello, the first being Willow's Landing on the East end of town. Mr. Nicholson noted that this development will be a 55+ age exclusive project. The majority of the construction for this project will occur off site as well. The intention is to minimize noise issues and traffic during construction of the town homes. Ms. Gabler asked how drastically removing one or two units to space the buildings out better would affect the project. Mr. Nicholson said that it does affect the project as changing unit counts will affect not only the affordability aspect of the project, but as well as the Tax Increment Financing plan that is also a component of the development. Mr. Nicholson clarified that Headwaters is willing to cooperate with the City on the amount of brick or stone on the facades of the town homes as well as the landscaping and screening. Public Comment Jason Thompson, 25 Fairway Drive, Monticello, MN 55362, expressed concerns regardin screening along 7th Street West as well as the added traffic along that street. Mr. Grittman noted that the intention is for the applicant to provide an updated landscaping plan to show plans for landscaping/screening/buffer areas along 7th Street West. Mr. Konsor mentioned the public comment submitted by mail that was included in the agenda packet and its concern for car lights shining in windows of the neighborhood lining the north of 7th Street West. Ms. Schumann clarified that 7th Street is categorized as a collector road, designed to handle large amounts of traffic. Collector roads within the City, such as School Boulevard, have been able to maintain traffic levels and support for multi -family residential districts. Mr. Konsor asked for clarification on whether the screening with fence along the North side of 7th Street West would be dealt with under the discretion and responsibility of each property owner. Ms. Schumann confirmed. Commissioner Zimpfer excused herself from the meeting of 7:25 p.m. Mr. Thompson asked if the City has plans to widen 7th Street as part of this project. Ms. Schumann clarified that at this time, there is no proposal to widen the 7th Street. If at any time there is an intention to widen 7th Street, adjacent property owners would be notified in sufficient time. Ms. Schumann noted that it is the City's intention to have trail or sidewalk on both sides of all collector roads within the City of Monticello to provide safer and efficient routes for pedestrians. Mr. Thompson asked if there was a set timeline for development the proposal of discussion. Mr. Konsor said that this is the first stage in the development project and the start of the project will likely be in the summer or fall of 2022. Ms. Schumann mentioned there are four billboards located on the property currently, and this development will include the removal of those non- conforming structures. Public Comment Jack Nelson, 8 Center Circle, Monticello, MN 55362, noted that there is a culvert for run-off in the vicinity of where the stormwater pond in proposed to b within this development. Mr. Nelson also expressed concerns of traffic increasing as well as the capacity of the water treatment plant in Monticello. He also expressed interest in extensive screening along 7th Street West. Ms. Schumann clarified that as of now, there is no concerns regarding the capability of the City's current water treatment facility. As development continues in the near future, this aspect will be monitored in preparation for any adjustments necessary. Mr. Hagen expressed interest in an updated dimensional rendering to show the proposed screening along 7th Street West. Traffic is something that is not as easily managed, but screening can be better managed to help accommodate the existing neighborhoods in the area. Mr. Tapper noted he visited the site prior to the meeting and believed that with the lack of residential area along 7th Street, the speed of traffic might be faster than if the properties along that road were all developed. Public Comment Kurt Hartner, 1201 Golf Course Road, Unit 201, Monticello, MN 55362, emphasized that he is encouraging the development of this proposal and expressed relief hearing from the developer that much of the construction will be off site. Mr. Hartner said this would be a great time to extend the sound barrier along 1-94 and was curious to where the City will dump snow once this land is developed. Mr. Konsor closed the public hearing portion of this agenda item. Mr. Hagen noted he was comfortable to proceed to motions with the addition of staff and the developer to review the capability of adjusting the location of one of the access points to avoid try to avoid headlight issues with the adjacent neighborhoods. ANDREW TAPPER MOVED TO ADOPT RESOLUTION NO. PC 2022-019, RECOMMENDING THE APPROVAL OF REZONING OF OUTLOT A, COUNTRY CLUB MANOR TO COUNTRY CLUB MANOR FIRST ADDITION PLANNED UNIT DEVELOPMENT, BASED ON THE FINDINGS IN SAID RESOLUTION. ERIC HAGEN SECONDED THE MOTION. MOTION APPROVED UNANIMOUSLY, 4-0. ERIC HAGEN MOVED TO ADOPT RESOLUTION NO. PC 2022-020, RECOMMENDING APPROVAL OF THE PRELIMINARY PLAT OF COUNTRY CLUB MANOR FIRST ADDITION, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CONDITIONS IN EXHIBIT Z INCLUDED THE ADDED CONDITION TO REVIEW AND CONSIDER AN ADJUSTMENT TO THE PROPOSED ACCESS POINTS TO EDUCE HEADLIGHT DISTURBANCE TOWARDS THE RESIDENTIAL NEIGHBORHOOD TO THE NORTH, BOTH DURING DEVELOPMENT AND POST DEVELOPMENT. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. ERIC HAGEN MOVED TO ADOPT REOSLUTION NO. PC 2022-021, RECOMMENDING APPROVAL OF THE DEVELOPMENT STAGE PUD FOR TWIN HOME PORTION OF THE PROPOSED COUNTRY CLUB MANOR FIRST ADDITION, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CONDITIONS IN EXHIBIT Z AS DESCRIBED IN DECISION #2. PAUL KONSOR SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY. Ms. Schumann noted this item is tentatively scheduled to move forward at the April 25, 2022 City Council regular meeting. D. Consideration of an Amendment to Planned Unit Development of Featherstone, Development Stage Planned Unit Development for Featherstone, Development and Final Stage Planned Unit Development and Preliminary and Final Plat of Featherstone 6t" Addition, a 21 unit single-family residential development, and Rezoning to R-1 for Outlot A, Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3 of the proposed plat of Featherstone 61" Addition and Rezoning to PUD for Outlot B, Featherstone 6t" Addition. Applicant: Gold Nugget Development, Inc. Mr. Grittman provided an overview of the agenda item to the Planning Commission and the public. The remaining land located within the development area will be outlots for future development. The future development to the South will include connection of the road system to 85t" Street NE. The amendment to the PUD being requested is in regard to Outlot B of Featherstone 6t" Addition due to the future development plans being changed from townhomes to single-family homes. Outlot C as part of this development includes roughly 80 acres of light industrial and commercial development. Mr. Grittman provided an overview of the conditions of approval as part of Exhibit Z in the agenda item. Mr. Tapper asked what is considered community commercial when referring to the 10 acres designated to it in the southwest corner of the development. Mr. Grittman clarified that community commercial is a land use designation from the Monticello Comprehensive Plan and is similar to the uses in the current B-2 and B-3 zoning districts. Mr. Konsor opened the public hearing portion of the agenda item. Horst Graser of Gold Nugget Development, LLC., addressed the Planning Commission and the public. It is intended by the developer, Novak -Fleck Inc., to not develop the commercial and industrial land as part of Outlot C within the plat and leave that area open for a new developer to complete the process. The same is intended for Outlot B on the preliminary plat. Mr. Graser expressed concerns for two of the conditions of approval. The request to create an outlot for the stormwater pond in the middle of the preliminary plat. Mr. Graser believed this condition should be discussed at a later date with whoever develops the industrial Outlot C or the residential Outlot B. The other condition was the requirement for a privacy fence along the West property line between Outlot C and the development to the East of that. Mr. Graser believed the fence was not something that needed to be constructed at this time of current development. Mr. Hagen asked if there was a named developer of Outlot B. Mr. Graser believed there was a purchase agreement in the works for a new developer to build on Outlot B. Mr. Konsor asked who would be required to build a privacy fence. Mr. Graser clarified that his request is for whoever the next developer is, to be required to build the fence, but not at this time and not by Novak -Fleck Inc. Mr. Hagen asked staff to clarify the necessity of the fence at this time. Mr. Grittman clarified that the lack of space along the property line is limited to the point where a landscape buffer might be difficult to construct. Mr. Graser questioned the necessity for the boundary fence at this time. Mr. Grittman noted that a screening fence is normally split 50/50 between the two property owners and because there is not a second property owner within the development, it was recommended that the fence be required as part of this development. Mr. Graser said he did not want the fence discussion to cause problems with this development, the intention was to provide opportunity for the Planning Commission to discuss who should be required to build the fence. Mr. Graser believed that it should be whoever develops the industrial land to the West of the residential. Ms. Schumann noted that there was stormwater plan provided by the developer as part of their application materials and recommended the conditions of approval stand as is to provide the City Engineer flexibility to decide what will be necessary in terms of stormwater management once the rest of the property is developed. Ms. Schumann further explained that number 6 within the conditions of approval can stand as is or be amended to include the opportunity for a drainage and utility easement to access and maintain the stormwater pond rather than the creation of an outlot, with discretion to the City Engineer. Mr. Graser agreed to the potential amendment to condition number 6. Ms. Schumann noted that the Planning Commission and the public have been given an updated plat document that was entered into the agenda following the meeting. PAUL KONSOR MOVED TO ADOPT RESOLUTION NO. PC 2022-022, RECOMMENDING APPROVAL OF AN AMENDMENT TO A PLANNED UNIT DEVELOPMENT FOR FEATHERSTONE, INCLUDING ALL OF THE PROPOSED PLAT OF FEATHERSTONE 6T" ADDITION, BASED ON FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CONDITIONS IN EXHIBIT Z, INCLUDING UPDATED APPROVAL CONDITIONS #6, WHICH INCLUDES THE OPPORTUNITY FOR THE OPTION OF A DRAINAGE AND UTILITY EASEMENT AND AT THE DISCRETION OF THE CITY ENGINEER, AND #2e (11), TO STATE EASTERLY WHERE THE TERM WESTERLY IS. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. The amended conditions of approval noted in the first motion carried over to the remaining motions pertaining to this agenda item. PAUL KONSOR MOVED TO ADOPT RESOLUTION NO. PC 2022-023, RECOMMENDING APPROVAL OF THE PRELIMINARY PLAT OF FEATHERSTONE 6T" ADDITION, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE UPDATED CONDITIONS IN EXHIBIT Z. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. PAUL KONSOR MOVED TO ADOPT RESOLUTION NO. PC 2022-024, RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PUD FOR FEATHERSTONE 6T" ADDITION OUTLOT A, LOTS 1-11, BLOCK 1, LOTS 1-7, BLOCK 2, AND LOTS 1-3, BLOCK 3 AND OUTLOT B, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE UPDATED CONDITIONS IN EXHIBIT Z. PAUL KONSOR MOVED TO ADOPT RESOLUTION NO. PC 2022-025 RECOMMENDING APPROVAL OF REZONING TO R-1 FOR FEATHERSTONE 6T" ADDITION OUTLOT A, AND LOTS 1-11, BLOCK 1, LOTS 1-7, BLOCK 2, AND LOTS 1-3 BLOCK 3. TERI LEHNER SECONDED THE MOTION. The Planning Commission recessed at 9:46 p.m. The Planning Commission resumed their regular meeting at 9:53 p.m. E. Consideration of an Amendment to an Interim Use Permit for Extraction/Excavation of Materials in the B-3 (Highway Business) and the B-4 (Regional Business) Districts Applicant: City of Monticello Ms. Schumann provided an overview of the agenda item to the Planning Commission and the public. The main goal for the amendment to the interim use permit proposed was to allow for multiple contractors to take away excavated materials from the already existing area approved for the interim use permit. The access area and removal routes remain as previously approved. Mr. Konsor asked if the removal of Dundas Road was included in the work taking place under the existing interim use permit. Ms. Schumann clarified that it was not included in what is currently being removed from the site. Mr. Konsor opened the public hearing portion of the agenda item. Mr. Konsor closed the public hearing portion of the agenda item. PAUL KONSOR MOVED TO ADOPT RESOLUTION NO. PC 2022-026, RECOMMENDING APPROVAL OF AN AMENDMENT TO AN INTERIM USE PERMIT FOR EXTRACTION/EXCAVATION OF MATERIALS IN THE B-3 (HIGHWAY BUSINESS) AND THE B-4 (REGIONAL BUSINESS) DISTRICTS, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CONDITIONS IN EXHIBIT Z. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. F. Consideration of an Amendment to the Citv of Monticello Zoning Ordinance for adoption of The Pointes at Cedar Planned Development District and an amendment to the City of Monticello Zoning Ordinance for an amendment to the boundary of the Freeway Bonus Sign Overlay District Applicant: City of Monticello Mr. Grittman provided an overview of the agenda item to the Planning Commission and the public. A presentation accompanied the posted materials in the agenda. This presentation has been added to the agenda page as part of the record. A zoning work group was formed in November of 2021 to begin discussion and development of what was to be included and left out of the ordinance language. The group was made up of City staff, representatives from the City Council, Planning Commission, and PARC Commission, and some landowners within the newly formed zoning district. The group maintained focus on goals incorporated in The Pointes at Cedar Small Area Plan as well as working to create a review process for potential development. Mr. Grittman said there is a note in the report that inconsistency found in this proposed district to the goals of the Small Area Plan is grounds for denial. The group also worked to form design features specific to the proposed sub -districts within The Pointes at Cedar Planned Development District, Populus, Tilia and Quercus. Mr. Grittman noted items the Zoning Ordinance Work Group had requested for minor amendment within the d raft. The companion request to the adoption of the zoning ordinance is amending the boundary of the freeway bonus sign overlay district. The northern portion of The Pointes at Cedar area is currently located in the bonus district. It is the intention to remove all parcels located in The Pointes at Cedar area as the freeway bonus sign district is inconsistent with the proposed zoning ordinance (PCD). Ms. Gabler asked if there were specific items/standards that are consistent throughout the sub -districts. Mr. Grittman said there are both theme elements that are consistent as well as standards items such as parking, signage, lighting etc. are consistent throughout all districts. Mr. Tapper asked what would happen if there were to be something missing in this ordinance amendment and it needs to be corrected in the future. Mr. Grittman clarified that it would be an amendment to the zoning ordinance process that has been in place. Mr. Grittman clarified that there is enough flexibility in these districts to accommodate development to a certain extent, without being inconsistent with the standards of any given sub -district. Mr. Tapper asked why the boundary of the Freeway Bonus Sign Overlay District is drawn the way it is. Ms. Schumann clarified that the boundary was designed to accommodate business that are close to the freeway and interchange of Interstate 94 and TH 25. Mr. Konsor opened the public hearing portion of the agenda item. Mr. Konsor closed the public hearing portion of the agenda item. ANDREW TAPPER MOVED TO ADOPT RESOLUTION PC 2022-027, RECOMMENDING APPROVAL OF ORDINANCE NO. 8XX FOR AMENDMENT TO THE MONTICELO ZONING ORDINANCE CHAPTERS AND SECTION RELATING TO THE POINTES AT CEDAR DISTRICT (PCD), INCLUDING ADOPTION OF AN AMENDMENT TO THE OFFICIAL ZONING MAP FOR THE BOUNDARIES OF THE POINTES AT CEDAR DISTRICT, BASED ON THE FINDINGS IN SAID RESOLUTION AND SUBJECT TO THE CORRECTIONS AND VERIFICATIONS NOTED BY STAFF IN THE MEETING ON APRIL 5, 2022. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. ANDREW TAPPER MOVED TO ADOPT RESOLUTION NO. PC 2022-028, RECOMMENDING APPROVAL OF ORDINANCE NO. 8XX FOR AMENDMENT TO THE MONTICELLO ZONING ORDINANCE FOR AN AMENDMENT TO THE BOUNDARY TO THE FREEWAY BONUS SIGN OVERLAY DISTRICT, BASED ON THE FINDINGS IN SAID RESOLUTION. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. 3. Regular Agenda A. Consideration of Adopting Resolution No. PC 2022-29, Finding that the Establishment of TIF District 1-44 is Consistent with the Citv of Monticello Comprehensive Plan (Monticello 2040 Vision + Plan) Ms. Schumann provided an overview of the agenda item to the Planning Commission and the public. Washburn Computer Group is planning for a 40,000 sq ft expansion at their current location on the corner of Fallon Avenue and Chelsea Road. Ms. Schumann noted that the decision for this agenda item is strict to the consistency with the Comprehensive Plan. PAUL KONSOR MOVED TO ADOPT RESOLUTION PC 2022-029, FINDING THAT THE ESTABLISHMENT OF TIF DISTRICT 1-44 AND TIF PLAN FOR TIF DISTRICT 1-44 CONFORMS TO THE MONTICELLO 2040 COMPREHENSIVE PLAN. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0 B. Community Development Director's Report Ms. Schumann provided an overview of the agenda item to the Planning Commission and the public. 4. Added Items None 5. Adjournment PAUL KONSOR MOVED TO ADJOURN THE REGULAR MEETING OF THE MONTICELLO PLANNING COMMISSION. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 4-0. MEETING ADJOURNED AT 10:52 P.M. Recorded By: Hayden Stensgard Date Approved: May 18, 2022 ATTEST: Angela Schumann, Community Development Director Planning Commission Agenda — 05/18/2022 2A. Public Hearing - Consideration of a Preliminary and Final Plat for Spaeth Second Addition and an Amendment to Planned Unit Development for the Spaeth Industrial Planned Unit Development. Applicant: Ken Spaeth, Spaeth Development, ILLC Prepared by: Northwest Associated Meeting Date: Council Date (pending Consultants (NAC) Commission action): 05/18/2022 05/23/2022 Additional Analysis by: Community Development Director, Community & Economic Development Director, Chief Building & Zoning Official, Project Engineer ALTERNATIVE ACTIONS Decision 1: Consideration of Preliminary and Final Plat for Spaeth Third Addition 1. Motion to adopt Resolution No. PC-2022-030 recommending approval of a Preliminary and Final Plat of Spaeth Industrial Park 3rd Addition, replatting Lots 5 and 6 into 2 separate parcels each, subject to conditions in said resolution subject to the conditions in Exhibit Z and based on findings in said resolution. 2. Motion to deny the adoption of Resolution No. PC-2022-030 recommending denial of the Preliminary Plat based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC-2022-030. REFERENCE AND BACKGROUND Property: Legal Description PID #: Planning Case Number: 2022-019 Lots 5 and 6, Block 1, Spaeth Industrial Park 155-255-001050; 155-255-001060 Request(s): Preliminary and Final Plat, replatting each of two existing parcels in the Spaeth Industrial Park, subdividing existing buildings into 2 separate ownership parcels. Deadline for Decision: Land Use Designation June 17, 2022 August 16, 2022 General Industrial Zoning Designation: 1-2, Heavy Industrial 1 Planning Commission Agenda — 05/18/2022 Overlays/Environmental Regulations Applicable: DWSMA Current Site Uses: Industrial Planned Unit Development Surrounding Land Uses: North: Industrial East: Industrial South: Industrial West: Industrial Project Description: The applicant seeks to replat two existing buildings and lots in the Spaeth industrial park to create 2 separate ownership spaces in each of the two buildings. Lot 5 (to the west) would be split into a two-thirds/one-third layout, with buildings of 4,650 and 2,236 square feet on lots of 14,712 and 5,687 square feet respectively. Lot 6 (to the east), would be split into two unit areas of 3,488 square feet each, on lots of 8,057 and 12,327 square feet. The larger parcel in each case includes the access drive which is part of the overall PUD. In 2021, the City approved an amendment to the Planned Unit Development to accommodate these types of internal splits by Plat, without requiring an amendment to the overall PUD. The purpose of this amendment was to allow a simpler process for working with individual tenant/owners, while ensuring the continuation of the PUD and cross -use agreements that control use and maintenance of the project as originally designed. ANALYSIS: The proposed subdivision follows prior subdivisions in the Spaeth Industrial Park designed to carve out customized owner/tenant spaces in the various industrial buildings. The subject parcels of the industrial park are shown below in yellow. 2 Planning Commission Agenda — 05/18/2022 The project was originally approved in 2017 and required a PUD to allow for common ownership of the lot, circulation, and parking areas in the Industrial Park project. The concept was designed to allow individual ownership of units within the Park, with common access and shared responsibility for land and building exteriors. The proposed plat would further incorporate the ability for individual unit owners to also own the real estate on which their unit sits. This subdivision restructures the ownership relationships in the Industrial Park, potentially necessitating changes to the restrictive covenants and other requirements. No change to the land use or configuration of buildings or other improvements is anticipated under this amendment. Because the overall use pattern is not affected by the new subdivision — presuming the appropriate cross -use agreements are retained and/or established, there should be no new impacts on either the PUD nor the industrial area as a whole. As noted when the amendment to the PUD was approved last year, "Assuming the legal ownership interests are satisfactorily addressed, the look, use, and operation of the Spaeth Industrial Park should not change from its original intent." The Preliminary and Final Plat will create 2 new parcels each from Lots and 6, but each of those owners should remain subject to the physical and operational conditions of the PUD. The City Engineer, Building Official and Fire Department staff will also need to address any necessary changes to building structure and utility access within the overall PUD and plat area. Planning Commission Agenda — 05/18/2022 A vacation of internal drainage and utility easements is being process with the subdivision to address a slight building encroachment into the interior easement. The vacation review and public hearing is scheduled for May 23rd, 2022. STAFF RECOMMENDED ACTION City staff recommends Alternative 1 approval of the Preliminary and Final Plat, subject to conditions in Exhibit Z, most notably approval by the City Attorney related to ongoing responsibilities of owners in the PUD for common use and maintenance. SUPPORTING DATA A. Resolution PC-2022-030 B. Aerial Site Image C. Applicant Narrative D. Certificate of Survey E. Preliminary Plat F. Draft Final Plat Z. Conditions of Approval 4 Planning Commission Agenda — 05/18/2022 EXHIBIT Z Preliminary and Final Plat for Spaeth Industrial Park 3rd Addition PID: 155255001050 and 155255001060 The applicant updates the legal instrument executed by the parties reflecting the changes to ownership and common interest for maintenance, access, parking, and similar association requirements, duly approved as to form and manner of execution by the City Attorney, to be filed with the City Administrator and recoded with the County Recorder of Wright County. 2. The amendment to legal documents are recorded against all lots in the PUD and Spaeth Industrial Park, including the four new lots in Spaeth Industrial Park "3rd Addition". 3. Verify that the developer records the draft easement that was included with the submittal to access the water manifold and shutoffs within the building. 4. No other changes under this amendment or plat are made as a part of this amendment. 5. Execution of an amendment development agreement for the Spaeth Industrial Park 3rd Addition. 6. Review and Approval by City Engineer, Building Official, and Fire Officials. 7. Other conditions of City staff and officials. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-030 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR SPAETH INDUSTRIAL PARK 3rd ADDITION, PROPERTY IN THE PLANNED UNIT DEVELOPMENT, SPAETH INDUSTRIAL PARK PUD DISTRICT PID: 155255001050 and 155255001060 WHEREAS, the applicant owns the above captioned parcel in the Spaeth Industrial Park; and WHEREAS, the applicant has submitted a request to plat each parcel into two separate parcels, and develop it with said separate ownership under the requirements of the PUD District; and WHEREAS, the applicant proposes to develop the property for industrial uses, and no changes to development design or common operations would change; and WHEREAS, the site is guided for industrial uses under the label "General Industrial" in the City's Comprehensive Plan; and WHEREAS, the proposed plat is consistent with the long-term use and development of the property for industrial uses; and WHEREAS, the Planning Commission held a public hearing on May 18, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to industrial use. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as an industrial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-030 4. The PUD flexibility for the project, including parcels without public street frontage, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The applicant updates the legal instrument executed by the parties reflecting the changes to ownership and common interest for maintenance, access, parking, and similar association requirements, duly approved as to form and manner of execution by the City Attorney, to be filed with the City Administrator and recoded with the County Recorder of Wright County. 2. The amendment to legal documents are recorded against all lots in the PUD and Spaeth Industrial Park, including the four new lots in Spaeth Industrial Park "3rd Addition". 3. Verify that the developer records the draft easement that was included with the submittal to access the water manifold and shutoffs within the building. 4. No other changes under this amendment or plat are made as a part of this amendment. 5. Execution of an amendment development agreement for the Spaeth Industrial Park 3rd Addition. 6. Review and Approval by City Engineer, Building Official, and Fire Officials. 7. Other conditions of City staff and officials. ADOPTED this 181h day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. ATTEST: MONTICELLO PLANNING COMMISSION Z Paul Konsor, Chair 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-030 Angela Schumann, Community Development Director Consideration of a Preliminary and Final Plat for Spaeth Second Addition and an Amendment to PUD for Spaeth Industrial Park Planned Unit Development Created by: City of Monticello Page 1 of 3 04/04/2022 Ken Spaeth 108 Meadowlark Rd. Se. St. Michael, MN 55376 612-889-3100 Project Narrative Spaeth Industrial Park Third Addition We are submitting application and associated items requesting the following: 1) Re -plat existing 2 lots (Lots 5 and 6) into 5 lots. 2) Amendment to Spaeth Industrial Park PUD Previously Approved 3) Approve of Amended Declarations to accommodate re -plat 4) Approval of Grant of Easement to accommodate existing water service. 5) Vacation Petition of Easement to modify d&u easement Replat of current Lots 5 and 6: Application is submitted for re -plat of 2 existing lots identified as Lots 5 and 6, Block 1, Spaeth Industrial Park. The re -plat would subdivide the existing Lot 5 into 3 lots, and existing Lot 6 into 2 lots. The re -plat name proposed is Spaeth Industrial Park Third Addition. Preliminary Plat and Final Plat drawings are included as part of the submittal. The purpose of the original Spaeth Industrial Park project was to provide individuals or small companies with a land option where they can own or lease a building that makes it affordable for their business. The goal is to provide a cost- effective option that they can have ownership while keeping their payments to $300 - $4,000 per month. The original project proposed 8 small lots with separate buildings, one on each lot. The small lots allow construction of a 4,000- 6000 sq. ft. building on each lot. Buildings have been constructed on both existing Lots 5 and 6. The architectural building plans include party -walls to accommodate multi -tenant occupancy of up to 3 users in each building. Each tenant space in a building has separate access doors from the exterior. The building on existing Lot 5 will be constructed with 2 party walls that divide the building into thirds. The building on existing Lot 6 will be constructed with 1 party wall that will divide the building in half. Project Narrative Page 2 of 3 Spaeth Industrial Park Third Addition 04/04/2022 Potential buyers have requested the ability to purchase, as an owner/occupant, the individual tenant spaces. In order to accommodate this request, re -plat is needed that will establish common lot lines through the building on the party walls. The re -plat only affects existing Lots 5 and 6. No changes are proposed to other lots. No changes are proposed to existing site improvements and infrasture. Amendment to Spaeth Industrial Park PUD Previously Approved: Similar approvals were requested in 2021 with the re -plat of original Lot 8. Approvals of Resolution 2021-24 and adoption of Ordinance No. 757 dated March 22nd, 2021 included an Amendment to the Spaeth Industrial Park PUD that allows for subdivision of other lots within the Spaeth Industrial Park project. No changes are proposed to the PUD conditions regarding intended uses, landscaping, parking, or site plan beyond the proposed plat and lot lines. Approve of Amended Declarations: Recorded Declarations and Covenants are in place for the original 8 lots of the Spaeth Industrial Park plat. In conjunction with the re -plat of Lots 5 and 6, the declarations and covenants need to be modified accordingly. A draft copy of Amended Declarations and Covenants are included as part of the submittal. Approval of Grant of Easement to accommodate existing water service: The existing building was constructed with a single water service line and shut- off exterior of the building. The single water service line was extended into the center of each building. Existing plumbing interior of the building separates the water service with separate meters, shut-off valves, and piping that then extend to the tenant spaces appropriately. An easement is proposed in favor of the City to allow the following: a) Access to water meters and shut-off valves b) Hold harmless benefiting City from water shut-off claims if exterior single line shut-off is necessary A draft copy of Grant of Easement is included as part of the submittal. Project Narrative Page 3 of 3 Spaeth Industrial Park Third Addition 04/04/2022 Vacation Petition of Easement to modify Mu easement: Buildings have been constructed on both existing Lot 5 and Lot 6. In preparation for subdivision re -plat and generation of required survey drawings, survey field located the existing buildings. It was discovered that the existing building on Lot 6 was constructed slightly west (5.5 inches) of the original planned building location. It has not been determined how the error occurred during construction that resulted in the shift of the building. The result of this shift is that the existing building encroaches into an existing drainage and utility easement (d&u easement). The existing d&u easement was established on the Spaeth Industrial Park final plat at 5 ft wide as standard practice adjacent to a lot line. A note on the Preliminary Plat drawing indicates the location of the existing building encroachment into the existing d&u easement. We are proposing to resolve the encroachment issue by vacating existing d&u easements on both existing Lot 5 and Lot 6, and re-establishing new d&u easements with modification to avoid encroachment by the existing building. The modification proposed is to re-establish the d&u easement at 4 ft wide (vs existing 5 ft wide) at the existing building. All other d&u easements would be re- established by the replat (Spaeth Industrial Park Third Addition) with no change in width or location. Li I 77 0 co 0 VICINITY MAP SECTION 14, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET /At i 94 4 CHELSEA RD. Al CO DUNDAS RD. 2 w -SITE ui hQ LLI Z Q ui Q z I V� O zz O yDO< o < w BLV D n D � I EXTERIOR —CORNER BUILDING WALL TRIM DETAIL --- 0 7 FT. NO SCALE k-'--STEEL RIB o BUILDING PERIMETER SHOWN HEREON, m INCLUDING BUILDING SEPARATION DIMENSIONS AND BUILDING TO LOTLINE / DIMENSIONS, ARE TO THE "FLAT" PART OF THE STEEL PANEL, WHICH COINCIDES WITH / THE TREATED WOOD GRADE BOARD BELOW W 0 Cq W 0 9 < L i\ C� CERTIFICATE OF SURVEY FOR SPAETH DEVELOPMENT.) LLC DENOTES DRAINAGE AND UTILITY EASEMENTS TO BE VACATED. J DESCRIPTION OF EASEMENTS TO BE VACATED VACATE ALL DRAINAGE AND UTILITY EASEMENTS DEDICATED IN THE PLAT OF SPAETH INDUSTRIAL PARK LYING WITHIN LOTS 5 AND 6, BLOCK 1 OF SAID SPAETH INDUSTRIAL PARK, WRIGHT COUNTY, MINNESOTA. NOTES: 1. REFER TO PROPOSED PLAT OF SPAETH INDUSTRIAL PARK 3RD ADDITION FOR NEW DRAINAGE AND UTILITY EASEMENTS TO BE DEDI CATED. 2. THE PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATION OF THE EXISTING BUILDINGS AND DRAINAGE AND UTILITY EASEMENTS, FOR AN EASEMENT VACATION PETITION. OTHER FEATURES AND IMPROVEMENTS EXIST BUT ARE NOT SHOWN ON THIS DRAWING. 0 20 40 60 GRAPHIC SCALE IN FEET • DENOTES IRON MONUMENT FOUND (#48664) A DENOTES P.K. NAIL FOUND PROPERTY DESCRIPTION Lots 5 and 6, Block 1, SPAETH INDUSTRIAL PARK, Wright County, Minnesota. I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a Licensed Land Surveyor under the laws of the State of Minnesota. Date 04/18/2022 ' Abram A. Niemela License No. 48664 N:\Carlson Projects\22160 - Spaeth Ind Park 3rd\Prof Dwg\22160 COS.dwg CLIENT: r-I I-TI I L) r- I 11 /� III i I lJ I lJ 1 \ L_ L, L _ L_/ \ 7 II I II � I -II I ID 155-255-001030 SPAETH DEVELOPMENT LLC. III I INDUSTRIAL DISTRICT 1-2 PUD II � -II � III I a I I ° FF_ . �. ... III I - - ---- I I � I I I �\ I JJ--------------------I L------ -- ----------------- N88036'42"E 299.91 41.82 108.18 o / I C ® III A: , IIIFT 36.0 -II I , , I ® III I I I II I I II N co I I I N a I s I III II I z o 3 � z 00 co Q " a FUTURE TrTSIDEWALK 7777777 BUILDING E SUITE 1 4,640 SF . . . .. °G .. ..I_ 36.5 5.0 w W 00 I00 <1 L. L N _( I, ZD 04 0 0 0 I z Z I ® III I F' III i 14,712 SF I ® 36.0 \ I ' . ' ..q FUTURE CONCRETE L-------L -------- O�_, r-I I--1 I L) r- I 1--\ I lJ I lJ I \ L_ L� L _ LJ \ 7 ID 155-255-001040 i II SPAETH DEVELOPMENT LLC. INDUSTRIAL DISTRICT 1-2 PUD i II II EXISTING BUILDING CONFLICTS WITH - ... EXISTING D&�U EASEMENT, 0.31 FT (3.72 INCHES) OVERLAP; REQUEST EXISTING D&U EASEMENT VACATION AND RE-ESTABLISH AT 4.50 FT WIDTH TO AVOID CONFLICT 59.24 90.67 I I I FUTURE -, CURB & I I GUTTER I II I ,.. III 4. e.... d. 54.5 4.5 BUILDING E t o IV BUILDING F N SUITE 2 I N I SUITE 1 2,336 SF 0 I 3,488 SF 00 100 It I to to LLOC I� I 2 I 5.0 3 5,687 SF / 4.5 89057 SF d a: I II J II ---------- TURE - I II a EW L 35 9 W El�.U\ r\/ M N 0 N 0 0 to Io �10 C� 5 J II I • I w I I I I cV I II _ I I_ -- (N BUILDING F I II I; I O SUITE 2 0 I 11 I O 3,488 S F coo I II 11 0 II I II X I II w I 12,327 SF I II I II 0 35.9 d.. A. °.FUTURE w I . CONCRETE / a � G � _ O �e�� I X _ EX. 8" SAN1,4 PVC y� I w .4 _T ® EXISTING DRAINAGE<` & UTILITY > EX. 12"41:82SCH. 40 EASEMENT 59,L4 \ �� 190.62 108.181 40- S88036'42"W 299.86 (- 0- - II EX. 8" M ®Z I w N ♦II EX. 8' I WM PVC I N PVCI I I N uj II II, rJ, II- - - - - - - - - - - -----�-----------I 5' S'� , a dEX. CONCRETE:. II _ E CO CRETE ' . / I I d �) I w I I II � �✓ III II II II ,: r III II F; i "I I l I I i G,) ,,, ov �; 11------- 0� I II I 0 ti I �� v I I I Z I I II II I r-\/ '� 1 /� /� !r; _ I m a II L_/\. L�L_LJ\7 \7 r \/ �I r�/� I I II II II L-_/\. L.L_L�\� ri I o II � II II I ID 155-255-001070 I II . z�wll II II I SPAETH DEVELOPMENT LLC. 5' 5' ID 155-262-001020 ID 155-262-001030 I w ID 155-262-001010 II N?NII II II 1 INDUSTRIAL DISTRICT 1-2 PUD INDUSTRIAL DISTRICT 1-2 PUD INDUSTRIAL DISTRICT 1-� .PUD INDUSTRIAL DISTRICT 1-2 PUD ly w�<11 wll I� I II I I e a I ''�---I-I a a. EX. SIDEWAL�I�" EX_SIDE-WALKLu . -\ I1--EX. CURB & GUTTER � =Of N I \\ 1 I W I5 S I---------/ `-------------_j ---J �i - - - - - - - - - - _ - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - I F- (n '--EX. CURB & GUTTER Na- 1 x0- XU 1 WOf J W tY I1 C f ` 1 `. \-= EXISTING DRAINAGE & UTILITY EASEMENT ^_T_ A A IA/A Tr_-E) A h A N I A/ r_-A Ar_-1\ IT � A I 1 ; I II V\7 I \J \IVI VV/-\ I L_ \ IVI/-\I \4 L_IVIL_I \1 I L�/-\.�I1 V I SPRINKLER HEAD J O I f I - L - - - - - - - 41.50 36.00 72.30_ Y ` „�1V///•�\�'`� � i � -�-10' EX. UTILITY--�; �7 _ _ T I 0---EX. ; EASEMENT -EX. CHAINLINK FENCE SHED <j L1_ -J <j _ � U- N I fir\ o fir\ l/) 0 J U J F- o Q -J G� to W _ YJ _ �> U 0 O C� C� C� ----EX. CHAINLINK FENCE II --EX. LANDSCAPING I. J _ _----------N 89014'C 1899.5 0 20 40 60 GRAPHIC SCALE IN FEET LEGEND: EXISTING BOUNDARY PROPOSED LOTLINE - - - - - - EXISTING DRAINAGE AND UTILITY EASEMENT EXISTING STORM WATER MANAGEMENT BASIN ® EXISTING MANHOLE ® EXISTING CATCH BASIN EXISTING FLARED END SECTION EXISTING RIP -RAP EXISTING CONCRETE EXISTING CURB AND GUTTER SURVEY DATA SURVEY INFORMATION PROVIDED BY: MEYER ROHLIN LAND SERVICES 708 1st AVENUE NE BUFFALO, MN 55313 DATED: APRIL 18, 2017 BENCHMARK: MN/DOT GEODETIC MONUMENT "8605 S" ELEVATION = 966.55 NAVD88 DATUM PROJECT LOCATION PART OF THE SWj AND NEJ, SECTION 14 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. EXISTING LEGAL DESCRIPTION LOT 5 & 6, BLOCK 1, SPAETH INDUSTRIAL PARK, WRIGHT COUNTY, MINNESOTA. SITE DATA: EXISTING ZONING: INDUSTRIAL DISTRICT 1-2 PLANNED UNIT DEVELOPMENT EXISTING PID: 155-255-001050 & 155-255-001060 EXISTING LOT AREAS: SPAETH INDUSTRIAL PARK LOT 5 BLOCK 1: 20,384 SF = 0.46 ACRES LOT 6 BLOCK 1: 20,400 SF = 0.47 ACRES PROPOSED SUBDIVISION LOT AREAS: SPAETH INDUSTRIAL PARK 3RD ADDITION LOT 1 BLOCK 1: 14,712 SF = 0.34 ACRES LOT 2 BLOCK 1: 5,687 SF = 0.13 ACRES LOT 3 BLOCK 1: 8,057 SF = 0.19 ACRES LOT 4 BLOCK 1: 12,327 SF = 0.28 ACRES EXISTING BUILDING AREAS: SPAETH INDUSTRIAL PARK BUILDING ON LOT 5; 64 x 109 = 6,976 SF BUILDING ON LOT 6; 64 x 109 = 6,976 SF PROPOSED SUBDIVIDED BUILDING AREAS: SPAETH INDUSTRIAL PARK 3RD ADDITION BUILDING E SUITE 1 (ON LOT 1); 64 x 72.5 = 4,640 SF BUILDING E SUITE 2 (ON LOT 2); 64 x 36.5 = 2,336 SF BUILDING F SUITE 1 (ON LOT 3); 64 x 54.5 = 3,488 SF BUILDING F SUITE 2 (ON LOT 4); 64 x 54.5 = 3,488 SF SPAETH DEVELOPMENT LLC. 108 Meadowlark Road SE St Michael, Mn 55376 Ken Spaeth spaethmasonry@gmail.com 612-889-3100 Jz Q� �W Q CC �ft o CC a W W C Q oQ Cl 0 m W 2 c+ri o •`-' C a W L C' I 'q) N 0 NO) c 0 N ° .G I Lo O O h W V I O CO LO O ° V LO co a3i mW� �W,- W -60'u ,��i O� 1 P �xmai o 6 0 Zj� a to � � � Ln I � w 0 � a) m o �� aL4i 3 a� ° " Q .coo a, a W a W J U N O m m O m Q Q Q Q Q Q V FILE NO. 00864 1 /1 Preliminary Plat Li I \ "I y <I J I Y a CL -I a N 0 z cn � 0 O O o Cq CO Co pco I Ld 0 J U_ 0 W z J SPAETH INDUSTRIAL PARK DRAFT FOR CITY SUBMITTAL - REVISED 04Z 1 N 88036' 42" E -----299.91 ---- 6. MOO 10.00 41.82 59.24 o 108.18 o CATCH BASIN AT LOT CORNER-' I --DRAINAGE AND UTILITY EASEMENT---- 1 I 15 4.5 I I ------- 34--------� 1 I I I 1 I I -7 \ �\ p w I I W Q� I W I I \ WVWi I o 0 l oaI �J c o ^ \ Qw I NI \J M ,6 Z r7 N .J ¢~ 1 0 1 J o 11 I I I I 1 I I BLOCKS 1 5 4.5 T I I I --------DRAINAGE AND 1 0 1 --- UTILITY EASEMENT----- CATCH BASIN AT LOT CORNER-1 0 59.24 108.18 41.82 ` 10.00 7 10.00 ----299.86---- S 88036'42" W \<\ �J. NOTE. DRAINAGE AND UTILITY EASEMENTS DEDICATED IN THE PLAT OF SPAETH INDUSTRIAL PARK LYING WITHIN LOTS 5 AND 6, BLOCK 1 OF SAID SPAETH INDUSTRIAL PARK HAVE BEEN VACATED BY CITY OF MONTICELLO RESOLUTION NO. , RECORDED AS DOC. NO. BEARING ORIENTATION: THE WEST LINE OF LOT 5, BLOCK 1, SPAETH INDUSTRIAL PARK IS ASSUMED TO BEAR N 01 23'18" W. 0 20 40 60 GRAPHIC SCALE IN FEET 1 INCH = 20 FEET • DENOTES IRON MONUMENT FOUND (#48664) DENOTES P.K. NAIL SET A DENOTES P.K. NAIL FOUND 3RD 8,/2022 ADDITION A � �i KNOW ALL PERSONS BY THESE PRESENTS: That Spaeth Development, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: l Lots 5 and 6, Block 1, SPAETH INDUSTRIAL PARK, Wright County, Minnesota. L Has caused the some to be surveyed and platted as SPAETH INDUSTRIAL PARK 3RD ADDITION and does hereby dedicate to the public for public use the drainage and utility easement as created by this plat. 90.67 1 7------ 29.0----- — J I ^i 1 I Zw �� Q W / I LLJ W 1 I 1 1 1 W I C - 1 1 _ Cq O co I � J I I J � N — o � - - `-DRAINAGE AND C UTILITY EASEMENT--) _ I 0 1 1 N � ---- 90.62----- 60.00 N VICINITY MAP SECTION 14, T. 121, R. 25, WRIGHT COUNTY, MN 0 1000 2000 3000 GRAPHIC SCALE IN FEET 1 INCH = 1000 FEET T T 94 CHELSEA RD. S co DUNDAS RD. ui Z SITE w /7 n LLI Z c Q W > Z Q scy o � Q LL w B�uD X In witness whereof said Spaeth Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 Signed: Spaeth Development, LLC STATE OF MINNESOTA ►\ennern a. -)poern, rresiaenr COUNTY OF This instrument was acknowledged before me this day of 20 by Kenneth J. Spaeth, President of Spaeth Development, LLC, a Minnesota limited liability company, on behalf of the company. (5ignature) Name Printed Notary Public, County, Minnesota My Commission Expires I, Abram A. Niemela, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Abram A. Niemela, Licensed Land Surveyor Minnesota License No. 48664 STATE OF MINNESOTA COUNTY OF WRIGHT The foregoing Surveyor's Certificate was acknowledged before me this day of 20 by Abram A. Niemela, Land Surveyor, Minnesota License No. 48664. Signature Name Printed Notary Public, County, Minnesota My Commission Expires CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of SPAETH INDUSTRIAL PARK 3RD ADDITION. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of SPAETH INDUSTRIAL PARK 3RD ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City Administrator WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 Wright County Surveyor WRIGHT COUNTY AUDI TOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Wright County Auditor/Treasurer By: Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder for record on this day Of , 20 at o'clock M., and was duly recorded in Cabinet No. , Sleeve , as Document No. Wright County Recorder ILAND Senn ices J Planning Commission Agenda — 05/18/2022 2B. Public Hearing - Consideration of an Amendment to a Conditional Use Permit for a Planned Unit Development for Expansion of an Existing Restaurant Building in the Pine Street Sub -District of the Central Community District and Associated Accessory Uses. Armlicant: Border Foods. LLC Prepared by: Northwest Associated Meeting Date: Council Date (pending Consultants (NAC) Commission action): 05/18/22 05/23/22 Additional Analysis by: Community Development Director, Community & Economic Development Coordinator, Chief Building & Zoning Official, Public Works Director/City Engineer, Project Engineer ALTERNATIVE ACTIONS Decision 1: Consideration of an amendment to a Conditional Use Permit for Planned Unit Development for an expansion to Taco Bell restaurant in the CCD, Central Community District. 1. Motion to adopt Resolution No. PC-2022-031 recommending approval of an amendment to a Conditional Use Permit for Planned Unit Development for an expansion to Taco Bell restaurant in the CCD subject to the conditions in Exhibit Z and based on findings in said resolution. 2. Motion to deny the adoption of Resolution No. PC-2022-031 recommending denial of an amendment to a Conditional Use Permit for Planned Unit Development for an expansion to Taco Bell restaurant in the CCD based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. PC-2022-031. REFERENCE AND BACKGROUND Property: Legal Description: Lengthy — Please See City Hall PID #: 155-010-003060, 155-010-003040 Planning Case Number: 2022-020 Request(s): Amendment to a Conditional Use Permit for Planned Unit Development for an expansion to Taco Bell restaurant in the CCD 1 Planning Commission Agenda — 05/18/2022 Deadline for Decision Land Use Designation Zoning Designation Overlays/Environmental Regulations Applicable: Current Site Uses: Surrounding Land Uses: June 10, 2022 August 9, 2022 Regional Commercial CCD Freeway Bonus Sign District Taco Bell Restaurant North: Cemetery East: Commercial South: Commercial West: Commercial Project Description: The applicants currently operate a Taco Bell convenience restaurant on the premises. The current facility has access to 7' Street, which access is also shared by the Americlnn facility directly south of the Taco Bell. Access to Taco Bell drive -through loops around the building and exits the site to 7t" Street at the existing single access point. The applicants propose to expand the building by approximately 724 square feet to the south, encompassing the existing exterior trash enclosure. The expansion would accommodate additional storage and a new interior trash room. The amendment also would create a two-lane drive -through order system. Access to the Americlnn site would be unchanged. Exiting for both Americlnn and the Taco Bell would be revised with the construction of a new exit -only curb cut, converting the existing access point to ingress only. This change is designed to facilitate better drive -through stacking in the parking lot. ANALYSIS: Specialty eating establishments with drive -through facilities are allowed in the General CCD zoning district by Conditional Use Permit. The original Taco Bell was established by CUP, but with a PUD designation due to the shared access with Americlnn. As such, the application is an 2 Planning Commission Agenda — 05/18/2022 amendment to that PUD by conditional use permit, rather than the rezoning process used by the current zoning regulations. Parking and Circulation. The expansion of the facility will increase the building from just over 1,800 square feet to approximately 2,460 square feet. However, the new space is primarily storage and trash enclosure area, not increasing the primary parking generators on the site of dining or kitchen area. Current parking on the site includes a total of 31 spaces, and approximately 7 drive - through spaces. The revised site plan reduces parking space to 27, while increasing drive -through stacking to 12 spaces. This change reflects contemporary shifts toward drive -through use, and more effectively controls the stacking area at the order boards, which can create conflicts on the site with circulation during peak use. Required parking for the facility would be expected to be in the range of 14 spaces for the dining area, and 12 spaces for the kitchen area. As such, the site will still have parking that meets the requirements of the zoning ordinance, and the improved drive -through arrangement should help minimize circulation issues. The other significant circulation change on the site is the conversion of the existing access point to ingress only, identified by signage on the property. A new curb cut just east of the current access point will serve exiting traffic from both the parking lot and the drive -through lane. Separating the ingress and egress movements should improve overall traffic flow on the site, without raising issues that an additional curb cut would entail. This redesign will require that traffic exiting the Americlnn property shift to the exit lane, a movement that will also be identified by directional signage on -site. It is acknowledged that an occasional vehicle will miss this turn, but that exiting movement should not create many conflicts. The City and applicant will want to monitor this to consider additional measures if conflicts do arise. Building Design. The applicants note that the overall exterior of the building will be updated with the expansion to follow the corporate branding and design of Taco Bell facilities. These changes include a variety of additional EIFS and cement -board siding design. It is not clear from the materials list if the wainscot band at the base of the building will be a masonry material, as it appears in the architectural renderings. This should be verified as a part of the application review process. Signage. The applicants propose revised wall signage on the building, which appears to be consistent with the current pattern. The site has frontage on two public streets (7t" Street on the north Planning Commission Agenda — 05/18/2022 and Cedar Street on the west), and as such, is permitted to have a significant amount of sign coverage. The primary signage change is the addition of a box cabinet sign on the current Americlnn freestanding sign next to the freeway property line. The applicants proposed to add this sign below the Americlnn signage, spanning the two poles that support the sign structure. The current sign height appears to be legal non -conforming. The proposed sign for Taco Bell is not specified as to the height. Based on rough staff calculation, it appears to meet the maximum 32-foot height per the Freeway Bonus Sign Overlay requirements. This should be verified as a part of the sign permit application. Lighting. The applicants have provided a lighting plan for the site. The maximum lighting at the property line in commercial districts is 1.0 footcandles. The lighting plan shows the maximum lighting to be 0.8 footcandles around the perimeter, with most readings well below that threshold. Landscaping. The applicants have provided a landscaping plan for the areas being affected by the proposal. New shrub and perennial plantings are proposed in the site areas around the drive -through that are reflective of the space and help screen views of the electrical box location on the site. Groundcovers are primarily pavements and rock mulch to match the existing conditions. STAFF RECOMMENDED ACTION Staff recommends approval of Alternative A, approval of the proposed amendment, based on findings identified in the attached resolution, and the conditions identified in Exhibit Z. The facility upgrades are consistent with the expectations of the CCD and general zoning regulations, and the changes to drive -through design should facilitate fewer on -site circulation conflicts with the additional stacking spaces. SUPPORTING DATA A. Resolution PC-2022-031 B. Aerial Site Image C. Applicant Narrative D. Certificate of Survey E. Site Plan Set, Including: a. Site Plan b. Grading & Drainage Plan c. Utility Plan d. Erosion Control Plan e. Existing Conditions & Removals Plan 4 Planning Commission Agenda — 05/18/2022 f. Details Civil Plan Set G. Building Elevations H. City Engineer's Letter, dated April 22, 2022 Z. Conditions of Approval 5 Planning Commission Agenda — 05/18/2022 EXHIBIT Z Conditions of Approval Amendment to Conditional Use Permit for PUD 124 East 7th Street PID: 155-010-003060, 155-010-003040 1. Applicants verify continued use of brick wainscot on the building exterior. 2. Applicants verify maximum height of freestanding sign installation at no more than 32 feet from average grade. 3. Applicants continue to work with staff on directional signage to ensure proper site circulation. 4. Further modifications to site circulation or access may require approval of a new amendment to the CUP/PUD. 5. Applicants verify execution of any required modifications of cross access agreements with the Americlnn property as needed. 6. Compliance with the terms of the City's Engineering Staff letter dated April 22, 2022. 7. Compliance with the terms of the City Fire Marshal's letter. 8. Comments and recommendations of other Staff and Planning Commission. 0 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-031 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR AN AMENDMENT TO A PLANNED UNIT DEVELOPMENT FOR TACO BELL IN THE CCD, CENTRAL COMMUNITY DISTRICT PID: 155-010-003060, 155-010-003040 WHEREAS, the applicant operates a convenience style restaurant in the CCD, Central Community District ; and WHEREAS, the restaurant is subject to a Conditional Use Permit for a Planned Unit Development, accommodating cross access through the property for an adjoining commercial property; and WHEREAS, the applicant has submitted a request to amend the CUP-PUD by expanding the building, rerouting and increasing drive -through space, and amending site parking and egress; and WHEREAS, the proposed project changes require an amendment to the PUD, via a Conditional Use Permit process; and WHEREAS, the site is guided for "Regional Commercial" uses in the City's Comprehensive Plan; and WHEREAS, the proposed amendments to the site are consistent with the long-term use and development of the property for regional commercial uses; and WHEREAS, the changes take into account the cross -access requirements of the adjoining property; and WHEREAS, the Planning Commission held a public hearing on May 18, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-031 1. The CUP-PUD provides an appropriate a reasonable expansion of the use on the site, and is consistent with the intent of the Zoning Ordinance requirements for the area. 2. The proposed improvements will benefit both on -site and off -site circulation and land uses through better drive -through function and controlled access and egress changes. 3. The improvements will integrate outdoor uses, such as the refuse handling, into the expanded building area, improving both site use and aesthetics. 4. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 5. The PUD flexibility for the project, including additional curb cuts to 7t" Street and access for adjoining property without public street frontage, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the amendment to the CUP-PUD, subject to the conditions listed in Exhibit Z of the staff report as follows: Applicants verify continued use of brick wainscot on the building exterior. Applicants verify maximum height of freestanding sign installation at no more than 32 feet from average grade. Applicants continue to work with staff on directional signage to ensure proper site circulation. 4. Further modifications to site circulation or access may require approval of a new amendment to the CUP/PUD. Applicants verify execution of any required modifications of cross access agreements with the Americlnn property as needed. 6. Compliance with the terms of the City's Engineering Staff letter dated April 22, 2022. 7. Compliance with the terms of the City Fire Marshal's letter. 8. Comments and recommendations of other Staff and Planning Commission. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-031 ADOPTED this 181" day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director 3 Consideration of an Amd. to CUP for PUD for Expansion of an Existing Restaurant Building in the Pine Street Sub -District of the CCD and Associated Accessory Uses Created by: City of Monticello Narrative 04/04/2022 RE: Taco Bell 124 E. 7th Street Monticello, MN 55362 Border Foods is a franchisee of Taco Bell Corp. and has been operating Taco Bell restaurants since 1996. The existing Taco Bell restaurant located at 124 E. 7th Street in Monticello has been in operation at this location for a number of years and is in need of updates and improvements. Border Foods believes the best method to continue serving the community with an improved experience and level of service to its patrons would be to perform an extensive remodel to the existing building, construct an approximately 725 sq. ft. addition to the existing structure and incorporate dual drive-thru order lanes to the site. The remodel to the existing building area would include the latest Taco Bell Corporate image, furnishings, equipment, operations, and service for a better dining experience and level of service to the customers. The proposed new building addition would include much needed expansion to current storage capacity, as well as house the trash and recycling dumpsters within the building. Currently trash and recycling are located within a coral on the site, separated from the building. In relation to the new addition, the entire building will receive a new finished exterior look reflecting Taco Bell Corporate's current image branding and signage. The proposed new dual drive-thru order lanes will allow a faster and more efficient level of service to their customers providing additional stacking spaces. We believe this will help lessen congestion during peak times both on the Taco Bell site and for patrons accessing the Americlnn site via the shared access drive through the Taco Bell lot. The general concept of the dual drive-thru lane order points is very similar to that which has existed at many McDonald's locations. As part of this submittal we are also proposing a second curb cut from the site onto 7th Street East. During a pre - design meeting with city staff, the overall proposed improvements were discussed and valuable input and suggestions were received and incorporated into the design being submitted. The proposed plan has the existing curb cut from 7th Street East signed to be an "Enter Only" site entry point and the proposed second curb cut signed to be an "Exit Only" with directional arrows indicating left turn only and right turn only. This is believed to assist with traffic flow in and out of the site. We are proposing to modify the existing Americlnn pylon sign. Our records show that Taco Bell had a sign panel on this pylon sign up until 1997 and decided to remove it at that time. Our intent is to install an approximate 3'-0"H. x 9'-4"W. double faced sign cabinet again at this time. A graphic showing the proposed sign modification is attached here as well as indicated on the plans. A separate sign permit application will be submitted at the time of building permit application for modification of the existing Americlnn plyon sign accordingly. RECORD DESCRIPTION THAT PART OF LOT 6 AND 7, BLOCK 3, AND THAT PART OF VACATED CEDAR STREET ALL IN THE ORIGINAL TOWN OF MONTICELLO, ACCORDING TO THE RECORDED PLAT THEREOF, WRIGHT COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 7, BLOCK 3; THENCE SOUTH 64'0051' EAST, ASSUMED BEARING LONG THE NORTHEASTERLY LINE OF SAID BLOCK 3 A DISTANCE OF 131.78 FELT, TO THE NORTHEAST CORNER OF SAID LOCK 3; THENCE SOUTH 23-21'14" EAST ALONG THE NORTHEASTERLY LINE OF SAID VACATED CEDAR STREET 52.81 FEET TO THE CENTERLINE OF SAID VACATED CEDAR STREET, THENCE SOUTH 25-56'11' WEST ALONG SAID CENTERLINE 111.09 FEET,' THENCE NORTH 64'0051' WEST PARALLEL WITH THE NORTHEASTERLY LINE OF SAID BLOCK 3 A DISTANCE OF 172.01 FEET TO THE NORTHWESTERLY LINE OF SAID LOT 7; THENCE NORTH 26'00'46' EAST ALONG THE NORTHWESTERLY LINE OF SAID LOT 7 A DISTANCE OF 145.50 FEET TO THE POINT OF BEGINNING. FLOOD NOT ' .. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE C OF THE FLOOD INSURANCE RATE MAP, NUMBER 2705410005B, EFFECTIVE ON 11101/1979, PROPERTY IS IN ZONE C AND IS NOT IN A SPECIAL FLOOD FVAZARD AREA. AS SHOWN ON THE FEMA WEBSITE (HTTPJ/MSC.FEMA.GOV). NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE. ITEMS CORRESPONDING TO SCHEDULE B-II 19 !- 9. RECIPROCAL EASEMENT AGREEMENT DATED MAY 10, 1993, FILED JUNE 1, 1993 AS DOCUMENT NO. 527871 (PERPETUAL INGRESS AND EGRESS EASEMENT, TO BENEFIT PARCEL I " OVER THE LANDS OF PARCEL 2', BLANKET IN NATURE BUT NOTED HEREON) 1LITY _ NOTES UNDERGROUND UTILITIES i GOPHER STATE ONE CALL ! go 2 WORKING DAYS BEFORE YOU DIG CALL 1-800-252-1166 (TOLL FREE) UTILITY NOTIFICATION CENTER OF MINNESOTA THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCES AND GROUND MARKINGS. ONE CALL TICKET/ 220540433 UNDERGROUND UTILITY PLANS WERE REQUESTED FROM THE RESPECTIVE UTILITY PROVIDERS AND PLOTTED AS PROVIDED. GROUND MARKINGS WERE OBSERVED AT TIME OF SURVEY AND THE LINES ARE PLOTTED AND SHOWN HEREON. ZONING INFORMATION PER TABLE A ITEM 6b, ZONING REPORTS HAS NOT YET BEEN PROVIDED BY THE CLIENT \ \ \ NORTHWEST CORNER \ y \ \ OF LOT 7 AND \ c POINT OF BEGINNING 4 XPs, Flow LINE ELEV. =Q47.9 a, o 1410 v I• (17 Na / A a ... 5 1 ' o/O 1jpN�C/pA \ 0 SITE MANHOLE BENCHMARK: ELEV.=94782 \ 1p0 SS G� L/FR/Y / s x ` < r„ Xs4e.; \\ O/p ares A)p ) / \ \��_ ya�c:D r �. '•": a \\yv \\ X949.r / h��h .NTH CB/\ A. \� \°.`�/.J� \ \ \tea\• .\ . ✓ \/ I ti iLc V,=949.4 2" RCP \ F'!M _ \ h /Mv. _,v45..5 / FLOW LINE \ a ••Xssn. FINi§H FLOOR J ELEV.=951.42ry ry. se \ 2p0 e m \ Q y� h p a I / O I 1 / _ �!;� , • . ,a• TpaNSF✓::MCR .msl .. 4. _ � � -��. / \ � / � N6sr. ° -c �,..' , jl �i / // % "1A ---I J7e • 1ss�44" / /y 7p c A. . � _� � NOW OR FORMERLY.•` STQFF7.0`?0sT /l Fa7rnN' ,. - \ (� MONTICELLO VFW l Fq T PID: 155-0 f 0-075120 / 713 CEDAR STREET 1/I \ OF SYMBOLS & ABBREVIATIONS 1° POWER POLE ® VAULT ® SANITARY MANHOLE JLIGHT POLE i SIGN (AS NOTED) GAS VALVE E-GUY WIRE 8 GAS METER ® ELECTRIC M,WHOLE g FtAC POLE b, HANDICAPPED PARNING 8ELECTRIC METER m WATER VALVE ® MITERED END SECTION FIRE HYDRANT � ELECTRIC VAULT TRANSFORMER ® MANHOLE (UNKNOWN) CC SWAESE FIRE HYDRANT !� STORM PIPE ® • WATER MANHOLE ® TELEPHONE MANHOLE • WON (AS FOUNDD) e TELEPHONE PEDESTAL POINT y POINT OF ACCESS SET 5/8' IRON ROD & B C4BLE BOX CAP #57070 STORM DRMN MANHOLE - V' UNDERGROUND TELEPHONE :� -+A' OVERHEAD ELECTRIC B STORM DRAIN INLET,- UNDERGROUND GAS UNDERGROUND WATER -- - -- . -- > --- . -- UNDERGROUND STORM SEWER ---- ------ '� ---- > UNDERGROUND SANITARY SEWER SCALE : 1" 20 D' 10 20 40 PROJECT REVISION RECORD DATE DESCRIFTION DATE DESCRIPTION FIELD WORK: 0011111= I DRAFTED: 22422 CFECKED BY: KA FB d PG: MISCELLANEOUS NOTES 1. PER TABLE A ITEM 2, 124 7TH STREET EAST, MON710ELLO MN 55362 WAS DISCLOSED IN DOCUMENTS PROVIDED AND OBSERVED AS POSTED AT THE TIME OF THE SURVEY. 2. PER TABLE A ITEM 4, PROPERTY CONTAINS 0.56 ACRES (24,325t SO. FT.) OF GROSS LAND AREA. 3. PER TABLE A ITEM 9: THERE ARE 30 STANDARD STRIPED PARKING SPACES, AND 2 HANDICAP PARKING SPACES, FOR A TOTAL OF 32 STRIPED PARKING SPACES WITHIN SUBJECT PROPERTY. 4. PER TABLE A REM 13, ADJOINING OWNERSHIP INFORMATION SHOWN HEREON WAS OBTAINED FROM THE WRIGHT COUNTY WEBSITE. OWNERSHIP INFORMATION IS SUBJECT TO REVISION UPON RECEIPT OF A TITLE SEARCH BY A TITLE INSURANCE COMPANY. 5. PER TABLE A REM 16, AT THE TIME OF THE FIELD SURVEY THERE WAS NOT ANY EVIDENCE OF BUILDING CONSTRUCTION PRESENT OR RECENT EARTH MOVING WORK. 6. PER TABLE A ITEM 17: WE ARE NOT AWARE OF ANY PROPOSED CHANGES IN STREET RIGHT OF WAY LINES, BUT THIS IS NEW CONSTRUCTION SO THERE IS SIGNIFICANT EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OBSERVED AT THE TIME OF THE SURVEY. 7. PROPERTY HAS PHYSICAL AND DIRECT ACCESS TO AND FROM PARRISH AVENUE NORTHEAST BEING DULY DEDICATED PUBLIC RIGHT-OF-WAY - THE ACCESS IS BY MEANS OF TWO CURB CUT DRIVE ENTRANCES. 8. BASED ON OBSERVED EVIDENCE ONLY, THE SITE DOES NOT CONTAIN ANY CEMETERIES OR BUR14L GROUNDS. 9. THE RECORD DESCRIPTIONS OF THE SUBJECT PROPERTY FORM A MATHEMATICALLY CLOSED FIGURE WITH NO GAPS, OR GORES. 10, THE BEARINGS ARE BASED ON THE WRIGHT COUNTY COORDINATE SYSTEM, NAD83(2011). 11. VERTICAL CONTROL WAS DERIVED FROM MNOOT VRS, NAVDBB DATUM. THE LOCAL BENCHMARK IS THE CENTER OF THE MANHOLE ON THE NORTHEASTERLY SIDE OF SUBJECT PROPERTY, IN THE INTERSECTION OF 7TH STREET EAST AND CEDAR AVE, ELEV.=947.82, AS SHOWN HEREON. 12. SNOW, SNOW PACK AND/OR ICE CONDITIONS WERE PRESENT ON THE DAY(S) OF THE FIELD SURVEY. SOME AREAS OF THE SITE HAVE BEEN OBSTRUCTED AND THE VISIBILITY, OBSERVANCE AND/OR ACCESSIBILITY OF IMPROVEMENTS, U77LI77ES AND/OR PAINT STRIPING WERE UNOBTAINABLE AT THIS TIME. THIS SURVEY IS SUBJECT TO CHANGE, ONCE SAID CONDITIONS DISSIPATE. 13. SNOW AND ICE CONDITIONS EXISTED HEAVILY ALONG THE CURB LINES. CATCH BASINS, AND MANHOLES INVERTS WERE NOT ABLE TO BE MEASURED AT THIS TIME. SIGNIFICANT OBSERVATIONS AO- EXISTING SIGN CROSSES THE PROPERTY LINE. A .a'—NSPS LAND TITLESURVEY; for xxxxxxxxx NWSE Project No. 22534 124 7th STREET EAST, MONTICELLO MINNESOTA BASED UPON TITLE COMMITMENT NO. ORTE748268 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY BEARING AN EFFECTIVE DATE OF FEBRUARY 3, 2022 @ 7:00 A.M. Surveyors Certification To: xxxxxxxxxxxxxxxx; Border Foods, LLC; Old Republic National Title Insurance Company. This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6b, 7o, 7bl, 7c, 8, 9, ilb, 13, 16, 17 and 18 of Table A thereof. The field work was completed on 0212412022. Surveyor's signature Koleb J. Kadelboch 20980 Rogers Drive Suite 500 Rogers, MN 55374 (763) 515-6040 Surveyor License 11:57070 SHEET i OF 1 SURVEVING GINEERING, INC. 4 \ \ NORTHWEST CORNER �'- OF for 7 AND r POiNr OF B£GLumvG �•` 1 X9W4 / t ``•• i� FLOW LINE ELEV. �yDel ST EXISING SIGN TO REMAIN C Ly • 6GQ� �M� N© F �J•,�O o� 4, A• / NOTE. MAINTAIN - PASSABLE ACCESS TO AM£RIC iNN AT ALL TIMES DURING CONSTRUCTION 1 h� O 0' �\ 20) SD \\ g50 U nor / ho / 95d.a � MH-CB��' X949.� 12' RCP \ 9kg"t 0� k/M IN lNV'8¢ 9 / X940.7 G + "d 3 q$Q++«r \.\ + 71. 950.35/+; 7--« +•y<- + -+R• 2 95?;9✓'t� Y "�t j 1r4 20 + o. 0 .3 ++ h + +5 '178 19\ \ 18 +(1 ry 1++*�15 CO k 0��=� �e+"1OJ'�+ l r+ r y' - 90 ^ry `-,''`�t • 3 t> �`1z° 15 �4�A�� Ui o ° 4 9t• !° 17 2 .o i56pa, 11 yo. 'Toy, q8 �Ss�4f JR't/cn' lrti o7� t�� ?c y / ,I e T� SITE BENCHMARK: CI. MANHOLE X948.5 Et.LV.=947.A2 \ n 16 �%.16 X94aI i �\ S ELEV..s947.6 95A N Xa4a.z • I � 1� � �;,� Xs4e� LEGEND: EXISTING BOUNDARY EXISTING EASEMENT -''- '-- �- - EXISTING SETBACK EXISTING R/W LINE CONCRETE HEAVY DUTY BITUMINOUS PAVEMENT PROPOSED CURB AND GUTTER STANDARD - - -- _- - _ - PROPOSED CURB AND GUTTER TIP -OUT ® PROPOSED PARKING STALLS h.�., ...., CONCRETE LIGHT DUTY SITE DATA: EXISTING ZONING: CCD BUSINESS DISTRICT PROPOSED IMPERVIOUS AREA: 19,905 SF LOT AREA: 24,325 SF = 0.56 ACRES (building and pavement areas) EX. BUILDING AREA: 1,795 SF PERCENT PROPOSED IMPERVIOUS AREA: 82.0% EX. BUILDING REMOVAL: -79 SF (% of lot area; 19,905/24,325) PROPOSED ADDITION BUILDING AREA: 724 SF TOTAL BUILDING AREA: 2,440 SF TOTAL PERVIOUS AREA: 4,420 SF PERCENT BUILDING FOOTPRINT COVERAGE: 10.0 % (2,440) / 24,325) (landscape, turf areas) PERCENT PERVIOUS AREA: 18.1% (% of lot area; 25,700/50,045) FLOOR AREA RATIO (ALL FLOORS) 0.100 (2,489 / 24,325) DISTURBANCE AREA: 7,969 SF 0.18 AC EXISTING IMPERVIOUS AREA: 20.001 SF (includes existing building, existing pavement and aggregate surface areas) HEY NOTES BITUMINOUS PAVEMENT AS SPECIFIED BELOW: ASPHALT PAVING SECTION MnDOT O (PARKING LOT ONLY) HEAVY DUTY SPECIFICATIONS BIT. WEAR COURSE 2• SPWEA340C, MnDOT 2360 BIT. BASE COURSE 3.0• SPNWB330B, MnDOT 2360 AGGREGATE BASE (CL 5) 8• 2211 COMPACTION DENSITY BETWEEN 95% AND 10OX OF THE MARSHALL DENSITY. 100% FOR AGGREGATE BASE. SOIL ENGINEER RECOMMENDATIONS SUPERSEDE ABOVE LISTED SPECS. 8612 (6•) CONCRETE CURB & GUTTER O MIX 3F32 FOR MACHINE PLACEMENT (MnDOT 2461) MIX 3F52 FOR MANUAL PLACEMENT (MnDOT 2461) 8612 (6•) CONCRETE OUTFLOW CURB & GUTTER. (TIP -OUT FLOWUNE). O MIX 3F32 FOR MACHINE PLACEMENT (MnDOT 2461) MIX 31`52 FOR MANUAL PLACEMENT (MnDOT 2461) O 6' CONCRETE PAVEMENT HEAVY DUTY; 4,500 PSI MIX; SEE SECTION ON DETAIL SHEET O PERVIOUS AREA. SEE LANDSCAPE PLAN. O SENSOR LOOP. INSTALLED BY SIGN COMPANY. CONFIRM WITH ARCHITECTURAL PLANS. O PAINT 4• WIDE SOLID STRIPE - WHITE. O PAINT TRAFFIC ARROWS - WHITE. O PAINT 24' HIGH LETTERS - WHITE. 10 PAINT 24' WIDE SOLID STRIPE - WHITE. 11 ORDER CONFIRMATION BOARD AND ORDER STATION CANOPY. INSTALLED BY OTHERS. FOUNDATIONS BY GENERAL CONTRACTOR. VERIFY SIZE WITH OWNERS ARCHITECT. SEE ARCHITECT PLANS FOR DETAILS. 12 MENU BOARD. INSTALLED BY OTHERS. FOUNDATION BY GENERAL CONTRACTOR. VERIFY SIZE WITH OWNERS ARCHITECT. SEE ARCHITECT PLANS FOR DETAILS. 13 CLEARANCE BAR INSTALLED BY OTHERS. FOUNDATION BY GENERAL CONTRACTOR. SEE ARCHITECT PLANS FOR DETAILS. t4 INSTALL SIGNS, MOUNTED ON 6' CONCRETE BOLLARD. SIGNS TO BE PLACED BACK TO BACK ON SAME BOLLARD. GENERAL CONTRACTOR TO COORDINATE LOCATION. a) 'STOP' SIGN b) 'DO NOT ENTER' SIGN c) 'ENTER SIGN' d) 'EXIST SIGN WITH DIRECTION ARROW e) 'PREFERRED PARKING SIGN' IS GUARD POST BOLLARD. SEE DETAIL SHEET. 18 EXISTING UTILITIES TO REMAIN IN PLACE. CONTRACTOR TO PROTECT. t7 24• WIDE CONCRETE VALLEY GUTTER. USE HEAVY DUTY CONCRETE MODIFIED TO 8' THICK CONCRETE. SAWCUT EXISTING PAVEMENT FOR CLEAN EDGE AND PATCH WITH HEAVY DUTY BITUMINOUS PAVEMENT. MATCH EXISTING PAVEMENT ELEVATIONS AND CROSS SLOPE. 18 SAWCUT EXISTING PAVEMENT FOR CLEAN EDGE AND MATCH EXISTING PAVEMENT ELEVATIONS AND CROSS SLOPE. 19 4- CONCRETE PAVEMENT LIGHT DUTY; 4.500 PSI MIX; SEE SECTION ON DETAIL SHEET (PRIVATE SIDEWALK) 20 LIGHT POLE. REFER TO LIGHTING AND PHOTOMETRIC PLAN FOR LOCATIONS AND SPECIFICATIONS GENERAL NOTES 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY THE PERMITTING AUTHORITIES. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY DISCREPANCY BETWEEN SOILS REPORT AND PLANS. 3. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND PIPING, VALVING, ETC. 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT IF OWNER HAS PROVIDED SUCH REPORT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED. IF REQUESTED BY THE OWNER, CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, LICENSED WITHIN THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AND PAVEMENT AREAS HAVE BEEN COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 5. THE LOCATIONS OF THE UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE BASED ON AVAILABLE SURVEY RECORDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTIUTY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 6. ALL EXISTING DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 7. ALL EXISTING CONCRETE CURBING AND PAVEMENT TO REMAIN SHALL BE PROTECTED FROM DAMAGE. CONTRACTOR TO REPAIR ANY DAMAGED EXISTING CURB AND PAVEMENT AT CONTRACTORS EXPENSE. 8. THE CITY WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED ASSOCIATED WITH VARIATIONS IN THE AS -BUILT ELEVATIONS. THESE ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. 9. CONTRACTOR TO PROVIDE REQUIRED BONDING AND/OR INSURANCE FOR CONSTRUCTION PERMITS AS REQUIRED BY THE LOCAL GOVERNING AUTHORITY. 0 20 40 60 GRAPHIC SCALE IN FEET SURVEY DATA SURVEY INFORMATION PROVIDED BY: NORHWESTERN SURVEYING & ENGINEERING, INC. P.O. BOX 3067 BEMID.I, MN 56601 DATED: MARCH 16, 2022 BENCHMARK: VERTICAL CONTROL WAS DERIVED FROM MNDOT VRS NAV88 DATUM, LOCAL BENCH MARK IS THE CENTER OF THE MANHOLE ON THE NORTHEASTERLY SIDE OF SUBJECT PROPERTY, IN THE INTERSECTION OF 7TH STREET EAST AND CEDAR AVE. ELEV-847.82. EXISTING PROPERTY DESCRIPTION SEE SURVEY PROJECT LOCATION NW 1/4 of the SW 1/4 SECTION 11 TOWNSHIP 121. RANGE 25. WRIGHT COUNTY, MINNESOTA. PARKING DATA REQUIRED PARKING STALLS PER CHAPTER 4 SECTION 4.8 SCHEDULE 01: FAST FOOD FACILITIES SIT DOWN DINING AREA; 1.0 SPACE FOR EACH FORTY (40) SQUARE FEET OF GROSS FLOOR AREA PICKUP OR COUNTER AREA; 1.0 SPACE FOR EACH FIFTEEN (15) SQUARE FEET OF GROSS FLOOR AREA BUT NOT LESS THAN FIFTEEN (15) SPACES KITCHEN AREA; 1.0 SPACE FOR EACH EIGHTY (80) SQUARE FEET REQUIRED PARKING DINNING AREA 385 SF /40 - 9.6 >>> 10 STALLS PICKUP AREA = 133 SF /15 = 8.9 >>> 15 STALLS (MINIMUM) KITCHEN AREA = 677 SF /80 = 8.5 >>> 9 STALLS TOTAL REQUIRED = 34 STALLS PROVIDED PARKING 27 STALLS PUBLIC STREET 8' INTERIOR SIDE YARD 0' LOT MINIMUM: Base Lot Area No Minimum Bose Lot Width No Minimum SITE PLAN NOTES 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, EDGE OF SIDEWALK OR EXTERIOR OF BUILDING UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND SPECIFICATIONS FOR LOCATION OF EXITS, RAMPS, CONCRETE APRONS AND STOOPS. 2. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING GRADES. 3. ALL CONCRETE SIDEWALKS ADJACENT TO BUILDING SHALL BE SEPARATED WITH A J" EXPANSION JOINT. 4. CONTRACTOR SHALL VERIFY ALL CONDUIT REQUIREMENTS FOR MONUMENT SIGN POWER, LIGHTING, IRRIGATION, MENU BOARD, ORDER CONFIRMATION BOARD AND CANOPY, ETC WITH OWNER PRIOR TO PAVING. 5. CONTRACTOR SHALL VERIFY LOCATION OF THE MENU BOARD, ORDER CONFIRMATION BOARD AND CANOPY, AND CLEARANCE BAR WITH OWNER PRIOR TO PLACEMENT. 6. ACCESSIBLE ROUTE SHALL BE PROVIDED FROM ACCESSIBLE STALLS TO BUILDING ENTRANCE (SEE ADAAG REQUIREMENTS). POLE MOUNT APPROVED SIGNS CENTERED ON STALLS. PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY ON STALL. 7. CONSTRUCT ACCESSIBLE PEDESTRIAN RAMP PER ADAAG AND MNDOT STANDARDS INCLUDING CONTRASTING DETECTABLE WARNING METAL TRUNCATED DOME PANELS. 8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FIRE MARSHAL FOR POSTING OF FIRE LANES, CURB MARKING AND SIGNAGE IF NEEDED. 9. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES THAT INTERFERE WITH NEW WORK AS SHOWN. 10. ALL LANDSCAPE AREAS ARE TO BE IRRIGATED. 11. ALL NEW UTILITIES MUST BE UNDERGROUND. COORDINATE LOCATIONS WITH LOCAL UTILITY COMPANIES. 12. PUBLIC AND PRIVATE SIDEWALKS SHALL BE CONSTRUCTED WITH CROSS SLOPE OF 1.5% WITH ADJUSTMENT +/- 0.57L SIDEWALKS WILL BE INSPECTED AFTER CONSTRUCTION. ANY SIDEWALK EXCEEDING 2.0% CROSS SLOPE WILL NEED TO BE REPLACED AT CONTRACTORS EXPENSE. 13.CONTRACTOR TO APPLY YELLOW LATEX PAINT TO CURB TOP AND FACE AT ADA RAMPS AND CURB TRANSITIONS EACH SIDE OF ADA RAMPS. SHEET INDEX: C1.0 SITE PLAN C2.0 GRADING AND DRAINAGE PLAN C3.0 UTILITY PLAN C4.0 EROSION CONTROL PLAN C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS Viol "Mi s_: 1 A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com Consultant SITE CONSTRUC"M PLANS PREPARED BY, CIVIL ENGINEERING SITE DESIGN 118 Eaet Bread.W St. PO Box 556 MonBeello, Me SW62 Ph- 783-314-0928 wwv.clvilmd.com I hereby certify that this plan, Specification, or report was prepared by me a under my direct supervision, and that I am a duly Licensed Engineer under the laws of the State of Minnesota. Printed Name: SCOTT DAHLKE Signature: Date: 04IU2022 Llcensef; 24348 124 E 7TH STREET MONTICELLO, MN 55362 APPUCANtT/OVV VIER: MARVIN DEVELOPMENT V 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 TENANT: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zefickson Phone: 763.489-2968 40 SEATS 12,867 S.F. PROJECT NO.: CESD #00854 DRAWN BY: SD CHECKED BY: SD ISSUES AND REVISIONS: CITY PLANNING REVIEW 04.04.2022 SITE PLAN C1.0 TACO BELL MONTICELLO, MN \'•'` NORTHWEST CORNER OF LOT 7 AMC POINT OF BEGINNING ` �`� \, \ (1/ rI `\! � sV ONE ts - 45 05 n°c a o 95 All 950.2E!2" R12P f em EL£'d.�e CTJ \ o 4 • i -''-- . 1 3 `951 �..0 \•� i 1ei C9 `\ \ Fri 1,�� 4. ,Gr.� ��,G,,,yy O O l / 11,.. j 'J rti">s+- \\�GCGo g5>`� 99 \.l 4 cti ~ 461 ry G o'-b r>> °y> G ° 0 7RANSFOR; p' 951 PD. �U4 '"O l /` ! \•�. 95 t.25'`, Goy' do G�./f "a 1 J / r / I �A SFFE BENCHMARK cL MANHOLE ELEV -94782 \ 9� 8 � FLOW LINE ELEV s947.6 f � / finndanid6 A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com ConsuWlyd SME CONS1RRUC710N PLANS PREPARED BY: 0 20 40 60 GRAPHIC SCALE IN FEET CIVIL ENGINEERING SITE DESIGN 118 East Broadway St. Po Box 566 LEGEND: Monticello. Mn6009 Plane 7o. Mn 53 29 www.cNaeed.com ------- s�.---------- Existin Contours I hereby aertity that this Wan, specification,a g report was prepared by me or under my direct supervision, and that I am a duly Licensed »--- Existing Storm Sewer Engineer under the laws of the state at Minnesota. �,`-"' Existing Spot Elevation PrlrltadName: SCOTTDAHLKE 908Proposed Contours signature: ---- b* Proposed Storm Sewer Daft: 04104 g22 Licansak: 24848 x 943.50 Proposed Spot Elevation 2.40 <<< Flow Direction Overflow Route SURVEY DATA SURVEY INFORMATION PROVIDED BY: P'O. BO 306 SURVEYING &ENGINEERING, INC. P.O. BOX 3067 BEMIDJI, MN 56601 a DATED: MARCH 16, 2022 BENCHMARK: ��^O VERTICAL CONTROL WAS DERIVED FROM MNDOT VRS NAV88 DATUM, LOCAL BENCH MARK IS THE CENTER OF THE MANHOLE ON THE NORTHEASTERLY SIDE OF SUBJECT PROPERLY, IN , r� n THE INTERSECTION OF 7TH STREET EAST AND III. II�III III CEDAR AVE. ELEV.=847.82. 124 E 7TH STREET GENERAL GRADING NOTES: 1. Specifications applicable for this project: Current standard MONTICELLO, MN 55362 specifications for City of Monticello, MN, and the latest Minnesota Department of Transportation Specifications for Highway Construction and all NPDES requirements except where modified by these contract documents. 2. OSHA requirements shall be followed for all work on this project. 3. The Contractor shall notify "Gopher State One Call" 48 hours prior to any excavation (1-800-252-1166.) 4. The Grading Contractor shall verify all locations and elevations of underground utilities with utility companies prior to any construction, and immediately notify the Engineer of any conflicts. 5. Erosion Control shall be constructed, as applicable, as sequenced below: A. Silt Fence. B. Rock Construction Entrance. C. Demolition APPLICANT/OWNER: D. Common excavation (grading). MARVIN DEVELOPMENT V E. Seed and mulch or sod (See notes on Landscape plan). 5425 BOONE AVE. N 6. Flnal Plat shall govern for easements and lot dimensions. NEW HOPE, MINNESOTA 55428 7. Any erosion control items necessary to protect adjacent properties shall be constructed by the Grading Contractor. TENW: 8. Erosion control maintenance shall be performed by the Grading BORDER FOODS Contractor, and removed as per the Contract Documents or as 5425 BOONE AVE. N directed by the Engineer, followed by all necessary restoration of disturbed area. This work shall be incidental to the grading contract. NEW HOPE, NNEAVE. 55428 9. The Grading Contractor shall schedule the soils engineer to facilitate certification of all controlled fills in a timely fashion. Density tests Contact: Zach Zelickson shall meet the following: Phone:763-489-2968 A. Within the upper 3' of streets, the Grading Contractor shall utilize approved soils that are within 1% of the optimum moisture content as defined by the Standard Proctor Test-ASTM: 40 SEATS 12,867 S.F. D-698 with compaction meeting 100% Standard Proctor Density and not exceeding this compaction by more than 1%. Below the upper 3', compaction shall meet 95% Standard Proctor PROJECTNO.: CESD#00854 Density, and be within 3% of the optimum moisture content. Grading tolerances shall be 0.1'. B. Grading tolerances for the remainder of the site shall be 0.25'. DRAWN BY: SD 10. All areas of unsuitable soils found in the pad described above that CHECKED BY: SD cannot be corrected shall be located in the field by the Grading Contractor. The Grading Contractor shall immediately notify the ISSUES AND REVISIONS: Engineer of these areas and provide information as to their size and location. 11. The Grading contractor shall provide positive drainage on the site at CITY PLANNING REVIEW 04.04.2022 all times. 12. The Grading Contractor shall keep public streets and travel ways clear of soil and debris. Daily cleaning at the construction entrance shall be performed, especially at the end of each day's work. 13. All silt fence shall be removed at project completion. 14. All proposed elevations are at curb flow line or finished bituminous surface unless otherwise noted. 15. All erosion control best management practices shall be per City standards. GRADING PLAN SHEET INDEX: C1.0 SITE PLAN /'1 C2.0 GRADING AND DRAINAGE PLAN L O C3.0 UTILITY PLAN a C4.0 EROSION CONTROL PLAN C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS TACO BELL MONTICELLO, MN 4 4� I ~ NORYNWEST CORNER \ OF LOT 7 AND > �� \ POINT OF BEGINNING J /•L' ``� �\ `�� &a FLU% LINE EL£✓.=9479 SURVEY DATA SURVEY INFORMATION PROVIDED BY. NORHWESTERN SURVEYING & ENGINEERING, INC. P.O. BOX 3067 BEMIDJI, MN 56601 DATED: MARCH 16, 2022 BENCHMARK: VERTICAL CONTROL WAS DERIVED FROM MNDOT VRS NAV88 DATUM, LOCAL BENCH MARK IS THE CENTER OF THE MANHOLE ON THE NORTHEASTERLY SIDE OF SUBJECT PROPERTY, IN THE INTERSECTION OF 7TH STREET EAST AND CEDAR AVE. ELEV.-847.82. 20 40 60 GRAPHIC SCALE IN FEET LEGEND: - -see- - Existing- Contours >> -- Existing Storm Sewer I Existing Water Main > Existing Sanitary Sewer Existing Trees Existing Bndy Line ► Proposed Sanitary Sewer I Proposed Water Main 04 Proposed Gate Valve 0* Proposed Storm Sewer .+ Proposed Fire Hydrant A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn•daniels.com Consultant SrrE CONSTRUCf10N PLANS PREPARED BY: CIVIL ENGINEERING SITE DESIGN 118 Eoet eroodray St PO Box 566 Montkelb, Mn 55362 Photo. 763-314-0929 rr.clv9eed.- I hereby certify that this plan, specification, or report was prepared ay me or under my direct supervision, and that I am a duly Licensed Engineer under the laws of the State of Minnesota. Printed Name: SCOTT DAHLKE Signature: Date: 04I04I2022 Licanae e: 24348 GENERAL UTILITY NOTES 0 1. Specifications applicable for this project: Current standard specifications for the City of Monticello, MN U§09 and all Minnesota Department of Health and MPCA requirements except where modified by these contract documents. 2. OSHA requirements shall be followed for oil work on this project. �LL. 3. The Contractor shall notify "Gopher State One Call" prior to any excavation (651-454-0002 or D 1-800-252-1166 out state.) tD 4. The Contractor shall verify all locations and elevations of underground utilities with utility companies prior to any construction (storm sewer, sanitary sewer, water, natural gas, telephone, electric, etc.), and immediately notify the Engineer of any conflicts. 5. The Contractor shall protect all existing utilities and facilities to allow proper functioning during and 124 E 7TH STREET after construction. Any required supporting structures shall be supplied by the Contractor as work MONTICELLO, MN 55362 incidental to the contract. 6. The contractor shall immediately notify the Engineer of any conflicts between existing utilities, and the proposed construction. The Engineer will coordinate with the Utility Company in question to determine the need for relocation of the existing utility. 7. Existing conditions such as sand in manholes or valve boxes shall be identified by the Contractor and these shall be reported to the Engineer prior to excavation by the Contractor. Once construction has begun, all damage to underground utilities will be assumed to have been caused by the Contractor, any repairs necessary shall be performed by the Contractor at the Contractor's expense. B. Final Plat shall govern for easements. 9. The Contractor shall coordinate with the local jurisdiction to obtain permits and meter for water source. All associated costs shall be incidental to the Contract, including disposal of test water into City's sanitary sewer system. The Contractor shall not operate gate valves or hydrants on the City's water supply system. 10. The Contractor shall notify the City Engineer and the Project Engineer 48 hours prior to starting work or as required by the local jurisdiction or be subject to being shut down. APPLICANT/ONNER: 11. The Contractor shall keep access roads clear of soil or other debris, and perform daily street MARVIN DEVELOPMENT V cleaning as required by the NPDES permit. Positive drainage, controlled with erosion control and 5425 BOONE AVE. N erosion prevention measures as required by the NPDES permit shall be performed. Inlet protection NEW HOPE, MINNESOTA 55428 shall be installed within 46 hours after inlet construction. Unless specified on the plans or as a bid item on the Bid Form, any temporary culverts, ditches, filter fabric, etc. necessary to accomplish this shall be performed as incidental to the Contract. TENANT: 12. The Contractor shall preserve and protect the markers and monuments set for the subdivision of the BORDER FOODS land. 5425 BOONE AVE. N 13. The Contractor shall schedule the soils engineer to facilitate NEW HOPE, MINNESOTA 55428 certification of all controlled fills in a timely fashion. Density tests shall meet the following: A. Density tests shall be taken on all trenches at locations as determined by the Engineer or his representative. Contact: Zach Zelickson B. Within the upper 3' of streets, private drives and parking lots, Contractor shall utilize approved soils Phone. 763-489-2968 that are within 1% optimum moisture content as defined by the Standard Proctor Test-ASTM: D-698 with 100% Standard Proctor Density and not exceeding compaction by more than 1%. Below the upper 3% compaction shall meet 95%. Grading tolerances shall be 0.1'. 40 SEATS! 2,867 S.F. 14. The Owner shall pay for all testing of soils compaction. Any areas which fail to meet the above standards shall be corrected and re -tested by the Owner's testing agent at the Contractor's expense. 15. Contractor shall provide temporary traffic control in compliance with MN/DOT 'Temporary Traffic Control PROJECT NO.: CESD #00854 Zone Layouts Field Manual" most recent version for construction adjacent to travel ways. 16. Contractor shall be responsible for verification of the depth of existing stubs listed on this plan prior DRAWN BY: SD to the ordering of any fittings, structures, castings, etc. Engineer, Owner or City shall not be responsible for any discrepancies found as depths are estimated. CHECKED BY: SD 17. All manhole castings in pavement shall be sumped 0.05'. All catch basin castings in curb shall be sumped 0.10'. Rim elevations on plan reflect sumped elevations. ISSUES AND REVISIONS: 18. Castings shall be Neenah or equivalent. 19. The contractor shall be responsible for coordinating with utility companies for power pole and/or line CITY PLANNING REVIEW 04.04.2022 relocation required. 20. The contractor shall provide all necessary traffic control. 21. The contractor shall be responsible for all grading and restoration required to restore surfaces to like kind existing condition. 22. Existing curb and pavement damaged or impacted on adjacent property shall be restored with in -kind materials and section. All match lines are to be saw cut. 23. Pipe lengths shown are measured center of structure to center of structure. 24. The contractor shall obtain a Utility Excavation Permit from the City Public Works Department prior to commencement of utility connections. 25, PVC pipe crossing over watermain pipe shall be ASTM D 1785, ASTM D 2241, or AWWA C900. 26. Contractor or owner to provide an as -built utility plan once construction is complete. UTILITY PLAN SHEET INDEX: C1.0 SITE PLAN C2.0 GRADING AND DRAINAGE PLAN e O C3.0 UTILITY PLAN C4.0 EROSION CONTROL PLAN C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS TACO BELL MONTICELLO, MN &ndaM& A R C H 1 T E C T S \. 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com ` \ Consultant \ 0 20 40 60 SITE CONSTRUCTION PLANS PREPARm BY. GRAPHIC SCALE IN FEET CIVIL ENGINEERING SITE DESIGN POLLUTION PREVENTION NOTES 118 East Broadway St LEGEND: YY VVV Mortice oUn 655362 \ .\ Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, phone: 763-314-0929 fabric, construction debris and other wastes must be disposed of properly off -site and must wrr.cw.eed.com comply with construction requirements. -- ..------.- Existing Contours I hereby ce" tllat this plan. specification, or Hazardous materials: oiU, gasoline, point, and any hazardous substance must be properly `•� ••�., �., report was papered try ma or Under my direct stored, including secondary containment, to prevent spills, leaks or other discharge. ResMctad >r Existing $tOrm $elder supervision, end that l am a duly Licensed \ \ \ access to storage areas must be provided to prevent vandalism. Storage and disposal must be in compliance with MPCA regulations. Engineer under the laws of the Salle of \ \\ 908 - Proposed Contours Minnesota. External washing of trucks or other construction vehicle. is not allowed on site. No engine SCATT DAHLKE \•`' NORTHWEST CORNER \ \ degreasing is allowed on site. No concrete washouts are allowed on site. Printed Name: N Proposed Storm Sewer So -r-"a \ OF COT 7 AND �� �\ \ Concrete truck washout is not to be allowed on site unless washout waste is contained with p Signature: � �\ PCXNT OF BEGINNING + �\ 9 /'j \ � no discharge to ground surface or site drainage facilities. Containment systems are to be �- '^� •} \ \ rLOW LINE located a minimum 50 feet away from drainage facilities and watemoursee. Containment mmmmmmmmm Proposed Silt Fence •�\�• ELF✓.=947.9 systems shall have on impermeable liner. Containment system shall be clearly marked with Data. 04/04/2D22 Lleanse,0: 24348 er T / \ \\\� eignage. 0 Proposed Fiber Logs •„�'• \\,\ `_ _U" Ly�ry0 'Orly/, I �` r, \ \\ All sanitary waste must be collected from portable toilet units on site by a licensed waste �. \, S 0,1 . < \ mans ement contractor. The units must be secured and shall be maintained on a re %/ �� ,�`• >;�\ `rGR,rCI',y % basis tie needed to prevent overfilling.gular �I Proposed Storm Sewer Inlet Protection \ 1 Flow Direction \• EROSION CONTROL MAINTENANCE SCHEDULE 1.9X S •\ `k'��� �� rn > •, \ 1. Erosion control measures shall be inspected by the contractors representative and Proposed Erosion Blanket maintained by the contractor every Friday and within 24 hours after any rainfall event / \ .� ' `� larger than 1/2' until the project is completed. Maintenance requirements arc as follows: / "`. " �. \.... ROCK CONSTR. ENTRANCE rl silt fence - 1/3 height of fence or damaged, remove sediment and/or repair fence within 24 hours; rock entrance refresh as necessary to conform to detail; inlet protection \ a q inserts - remove sediment after each rain event, clean or replace filter when clogged; surface water - drain and stabilize. within 7 days of discovery; and street sweeping - i 9 remove ell sediment tracked onto paved surfaces within 24 hours or as directed by City FIBER LOG ° y ,° s,TE eencHAt4RK: - - , Engineer. SURVEY DATA Q '•\_"" �o os .fib$ CL MANHOLE 2. Replacement - Fabric shall be replaced promptly when it decomposes or becomes gb oc� '� ELEV BENCH2 �• ineffective before the barrier is no longer necessary. SURVEY INFORMATION PROVIDED BY: °�° �� FIBER LOG \ 3. Any sediment remaining in place after silt fence is no longer required shall be dressed to NORHWESTERN SURVEYING & ENGINEERING, INC. ° \ \\ conform with the existing grade, prepared. and seeded with appropriate seed mix, as P.O. BOX 3067 FVtr� % o o \ directed by the engineer. c+s \ \ BEMIDJI, MN 56601 / \ q5C' ` \=/35G.2E ° Y ti. \. 4. Removal of the silt fenceh Silt fiances shall be removed when they have served their useful \\` _ \ 0 0 o a \c.U\ tp purpose, but not before the upward sloping area has been permanently stabilized. o �\�\ R DATED: MARCH 18, 2022 0000�� ,r'e \ •\\'� BENCHMARK: �f't'' oO\ `'�'"' -� \ \ VEGETATION GROUND COVER SCHEDULE VERTICAL CONTROL WAS DERIVED FROM MNDOT �IJUr" Its VRS NAV88 DATUM, LOCAL BENCH MARK IS THE �w V.,\U° �`\ / �j ;,`� ` ' • a"\ c'N• e..: �^ `'\ 9s� 1. Stabilization of all exposed soil areas must be initiated immediately but in no case CENTER OF THE MANHOLE ON THE \ \ NORTHEASTERLY SIDE OF SUBJECT PROPERTY, IN 4 Q t \. � fts completed later than seven an days after the construction activity in that portion of the `� THE INTERSECTION OF 7TH STREET EAST AND site has temporarily or permanently ceased. Seeding and mulching shall conform to / MN C8 +� \ r�yy '\\ �z, \ \ •�\ the latest NPDES requirements for installation schedule with regards tograding.CEDAR AVE. - gAg'� /+ AR'` rJ l\' v' \`+� A �' 2. Permanent turf ground cover shall include all disturbed areas be covered with ELEv.=E47.e2. 124 E 7TH STREET ELF✓.=949 4 .� 6 O t+j .t, r + rT _ •�,� minimum 6' topsoil and sodded or seeded as allowed by City, or as proposed on City \ t. �� A9. -\ry$,> - approved landscape plan for the project. Use of law -impact earth moving equipment MONTICELLO, MN 55362 - . -'9\ / _____, c >/ ,�, ;\ T �j? j ,FLOW LINE \, shall be utilized to prevent compaction of the underlying soils. If not otherwise specified. EXISTING PROPERTY DESCRIPTION /( ��a•, c r �� �, • EiEV.=947.6 turf seed to be MnDGT mix 25-121 applied at 61 Ibs/ac for sandy and silty /� f + O *Y\J` r / �` • y �ir ( "--_.,� I sand soils. MnDOT Type 1 mulch shall be applied at 2 tons/ac and disc SEE SURVEY anchored in areas not covered by sod or erosion blanket. Seeding and mulching shall conform to the latest NPDES requirements for installation c5� % --\ %;.,'i•i�s`,;y� I l I %,i schedule with regards to grading. 3. Temporary ground cover to be MnDOT seed mix 22-111 shall be applied at 31 Ibs/ace, PROJECT LOCATION or equivalent as approved by City. MnDOT Type 1 mulch shall be applied at 2 tons/oc and disc anchored in areas not covered by sod or erosion blanket. NW 1/4 of the SW 1/4 4. Fertilizer for turf shall be MnDOT Type 3 22-5-10 and applied at 350 lb/ce. Disc 95GE+-- .yi SECTION 11 TOWNSHIP 121, RANGE 25, 950 / •\\ q t1r�., �5D \ ///• +�wrp' ; / fertilizer into top 3' of soil. Specification reference is MnDOT 2574. WRIGHT COUNTY, MINNESOTA. pie, / , ' !( 5. Dormant seed mix shall be used after November 1 or when temperatures do not exceed , ``✓// / ,} + ,� g j`7 `q B ` •�� /F/{6a O� / d ` / I } using same rates specified above. No seed shall be placed on snow or ice greater \. r 9 r•,`T z '/r% 'pS E ""\. `,� ah"" G y',v v e , i l greateto r the. re in depth. •.\ 9,g0 6. Any seeded areas that do not become established with vegetation shall be re -seeded at 8 .: a s *.� . y� N : / % is Contractor's expense. TOTAL SITE DATA: / °o° _ o'!a `,�2 G / v • "/ 1 7. Erosion blanket shall be installed in seed areas with ground surface slopes of 3H:1V or �\ o a o t+ �' steeper. � 3 \.� �O°1. 0�10 ,, 9S7 �. o°o' • . ? ? - ei \ ` i' ; (� I TOTAL AREA: 24,325 SF APPLICANT/OWNER: \O _ ..950 • w 40 0° 9 G I MARVIN DEVELOPMENT V °o.oa� J ryo- ti row` �. j GQ r / 3, -7 I EROSION CONTROL NOTES EXISTING IMPERVIOUS AREA: 20,001 SF o s o O. 72 k 1\ 5425 BOONE AVE. N °o°o ~ p /'� ` r { PROPOSED IMPERVIOUS AREA: 19,905 SF t0 v� �' y / s` I 1. All devices necessary to control erosion and sediment (I.E. perimeter sift fence, rock NEW HOPE, MINNESOTA 55428 °000 \\O p / d `� ' / construction entrance., swale9. ponds, berms. EfC.) shall be installed prior to a other 000 °o° �- '+s ' �'?�0000000�� m a.•� `� �'' •�f� 1 / `' -D �y ` rry TOTAL PERCENT IMPERVIOUS AREA: 82.09 Oa ,�Cp / I _ _\ construction operations. / 00°° o°o° � % 2. After completion of final grading, exposed soils must be pernonently stabilized within 7 (X of total area; 24,665/50,045) TENANT; O oo°o g5° o�.y g51'�'• y5o°°0 2-1 ?b /r days. Stabilization shall consist of disc -anchored seed & mulch, HECP with fiber °000ga 000 oa"` ice. oo0g'�' !, h, I ` S ct*{ reinforced matrix, erosion blanket with seed, or sod. PROPOSED DISTURBED AREA: 7,969 SF = 0.18 AC BORDER FOODS d 1 c °ooao �;d, The site must be kept in a well drained condition at all times. The contractor shall be 5425 BOONE AVE. N . / poor, responsible for temporary ditches, or other means necessary to ensure paper drainage. 000 ,p 0000ap�o� ?isANr ORM.+ •_, d`, c0 C.'1 �+1 i The building pad must be provided with a positive outflow. This work shall be incidental NEW HOPE, MINNESOTA 55428 °°°°°D°° z y I to the grading contract. EROSION CONTROL QUANTITIES: °000Qo°4 / f <A \ O \.�� D -a 9 9 g bj ;� IImo�,,,� 4. Entering/exiting of the site shall occur any at rock construction entrance to reduce °0°o°0°doo° 'oo / g, /�' g �' Pi a'V tracking of dirt onto paved streets. Sediment tracked onto streets during working hours ITEM: QUANTITY UNIT Contact: Zach Zelickson o o„d o$o / % !. , m r I�.r I must be reclaimed via street scraping and sweeping at the end of each waking day. ROCK ENTRANCE 1 EA Phone: 763-489-2968 i O 557 C, °t / y Stormwater discharge pipe outlet energy dissipation shall be provided by rip -rap with ° .. o ,� SILT FENCE 0.0 LF o 0 size, quantity, and placement in accordance with City standards. Rip -rap installation �oo00°0`95 shall be within 24 hours of WOOD FIBER LOG 80 LF pipe installation. 0 6. Install sift fence around all temporary inactive stock Iles which are not lace within MULCH TYPE 1 & DISC ANCHOR 0.02 AC °o°\\� I P rY P P 40 SEATS/2,867 S.F. NpN, ,p °a°a apQj�ao Coo �� 3, p o v tc r ,t existing silt fence area or other perimeter erosion controls. EROSION BLANKET CAT. 3 0 SY O \ \ 95 t.25� o°a°odo°o°aoo°" ,� -/ �:� 7. Stabilization of temporary or permanent drainage d'tche. that drain water from the 0 0 0 0 0 / I ? V``+O I I construction site must be initiated within 24 hours of connecting the drainage ditch to INLET PROTECTION 6 EA 951.37E 48 � ' h t4, - I any storm water conveyance system and must be completed using erosion blanket. C n h Su fficient ufficenpereonelequipment. d materials shall bmobilized within 2hf , equpmen, anmaeras sae mozewn 4 ours of #00854 it PROJECT NO.: CES wokandi written order ownerby the owners representative nstall temporary erosion control wok in trrective the case of an emergency. DRAWN BY: SD / 9U✓O/N 1 / t , EROSION CONTROL INSTALLATION SCHEDULE - CHECKED BY; SD 1. Sift fence shall be installed or restored prior to any construction. Silt fence I J shall be located as shown to intercept runoff. The area located beyond the ISSUES AND REVISIONS: perimeter sift fence shall not be disturbed during construction. 2. Rock Construction Entrance shall be installed prior to grading operations. 3. All storm sewer inlets shall have inlet protection inserts installed. Inserts shall CITY PLANNING REVIEW 04.04.2022 be 'Road rain -Top Slob' or 'Rood Drain -Curb & Gutter' inlet protection devices as manufactured by WIMCO (or approved equal) and installed per manufactures /\ recommendation.. 4. All erosion control installations shall remain in place and be maintained in good / 1 \ condition by the contractor until the site has been re -vegetated, at which time it shall be removed by the contractor. For proposed paved surface areas, the contractor may remove necessary silt fencing to construct roadway, while maintaining adequate erosion control in adjacent areas. I( i 5. Sufficient topsoil shall be stockpiled to allow for the replacement of 6' topsoil for disturbed areas to be re-vegetoted. / 6. The contractor shall schedule site grading, utility installation and roadway construction so that the general site can be mulched and re -seeded soon after j disturbance. Areas that will not be subject to construction traffic for 7 days / I shall be seeded and mulched or sodded within 7 days of final grading. I / / EROSION i SHEETINDEX: CONTROL PLAN / C1.0 SITE PLAN C2.0 GRADING AND DRAINAGE PLAN C4.0 � a O C3.0 UTILITY PLAN C4.0 EROSION CONTROL PLAN C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS TACO BELL MONTICELLO, MN ~` NORTHWEST CORNER \ �` \ OF LOT 7 AND \ POINT OF 8EG/NNING FLOW LINE \ t y0 ELEV.=947.9 si"0or 4ri R "�•� 1. \ �` \ F r EXISTING SIGN TO REMAIN C. REMOVE & DISPOSE 62 LF? CURB & GUTTER kph ! REMOVE & DISPOSE 62 LF / LIGHT POLES NOTE: MAINTAIN PASSABLE ACCESS TO AMERIC INN AT ALL TIMES /h / DURING CONSTRUCTION REMOVE & DISPOSE 7.262 SF CONCRETE & BITUMINOUS\ SURFACE 9sc.35 REMOVE & DISPOSE 62 LF CURB & GUTTER 1N , REMOVE & DISPOSE 62 LF LIGHT POLES REMOVE & DISPOSES ELECTRIC VAULT Q�eP� 1 / I 95a.39 REMOVE PAINT STRIPES ABANDON ELEC. \\ WIRE IN PLACE k 951.25'�. 851.3T ' REMOVE & DISPOSE BOLLARD REMOVE & DISPOSE 126 LF CURB & GUTTER / REMOVE & DISPOSE 45 LF \ CURB & GUTTER REMOVE & DISPOSE 215 SF _- 41D CONCRETE SIDEWALK iu4Rx: £ \` � REMOVE &RELOCATE NO 782 \\` °t \ "PARKING SIGN 20 FT SE ABANDON ELECTRIC sA :'VAULT IN PLACE d'\ » - � � FLOW LINE t ♦\\ m sW FLELEV.=9476 `1 i r g ? J REMOVE & DISPOSE 383 SF k/ ••'/ CONCRETE SIDEWALK „I 0 j l A i a dr J / a & ryo ".,REMOVE & DISPOSEy131 SF BUILDING 46;! , REMOVE & DISPOSE MENU sBOARDS 710 0 20 40 60 GRAPHIC SCALE IN FEET LEGEND: Existing Contours --- - Existing Sanitary Sewer ---- Existing Water Main - > - --- Existing Storm Sewer Existing Trees Existing Bndy Line PROPOSED DEMOLITION & REMOVAL AREA PROPOSED TREE REMOVAL AREA L I l l l 1_o 1 ;I,, A R C H I T E C T 5 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com Consultant SITE CONSTRUCTION PUNS PREPARE) BY: CIVIL ENGINEERING SITE DESIGN 118 Eaet Broadway St PO Boa 5e6 Monticello, Mn 55362 Prwne: 763-314-0929 www.oWileed.com hereby certify that this plan, specification, or report was prepared by me or under rrry direct supervision, and that I am a duty Licensed Engineer under the laws of the State of Minn. Printed Name: SCOTT DAHLKE Slgnatum: Sd-,`Lam Date: 04104022 Licen•• A: 24348 SURVEY DATA SURVEY INFORMATION PROVIDED BY: NORHWESTERN SURVEYING & ENGINEERING, INC. P.O. BOX 3067 BEMIDJI, MN 56601 DATED: MARCH 16, 2022 BENCHMARK: a VERTICAL CONTROL WAS DERIVED FROM MNDOT VRS NAV88 DATUM, LOCAL BENCH MARK IS THE CENTER OF THE MANHOLE ON THE NORTHEASTERLY SIDE OF SUBJECT PROPERTY, IN THE INTERSECTION OF 7TH STREET EAST AND CEDAR AVE. ELEV.=847.82. EXISTING PROPERTY DESCRIPTION ISL�I�TM SEE SURVEY PROJECT LOCATION 124 E 7TH STREET NW 1/4 of the SW 1/4 MONTICELLO, MN 55362 SECTION 11 TOWNSHIP 121, RANGE 25, WRIGHT COUNTY, MINNESOTA. DEMOLITION NOTES 1. Install perimeter sediment controls as soon as possible during clear and grub operations. See Erosion Control Plan. 2. Provide air quality control measures at the request of the Engineer or City Representatives. Take necessary measures to keep dust levels to a minimum. Provide sweeping of adjacent paving as needed, or as required by the City Engineer. 3. Locate and protect all utility lines prior to and during demolition. Utility locations shown are based on best available information and are not guaranteed. Contact private utility service for disconnection APPUCANT/OWNER: and removal. MARVIN DEVELOPMENT V 4. Remove or relocate all existing site features that interfere with the 5425 BOONE AVE. N proposed construction. NEW HOPE, MINNESOTA 55428 5. Protect existing site features that are to remain during construction. Replace anything damaged with new construction. 6. Pavement shall be saw cut at limits of removal unless noted TENANT: otherwise. Do not impede existing traffic circulation to adjacent BORDER FOODS businesses or streets. 5425 BOONE AVE. N 7. Sufficient topsoil shall be stockpiled to allow for the replacement of NEW HOPE, MINNESOTA 55428 6" of topsoil in disturbed areas to be re-vegitated. 8. All construction and post -construction parking shall be on -site. At Contact: ZachZelickson no time shall parking, loading, or unloading be allowed on public Phone:763-489-2968 streets. 9. Storage of materials or equipment shall not be allowed within public Right -of -Way and shall be maintained on site within project boundaries. 40 SEATS / 2,867 S.F. PROJECT NO.: CESD #00854 DRAWN BY: SD CHECKED BY: SD ISSUES AND REVISIONS: CITY PLANNING REVIEW 04.04.2022 EXISTING CONDITIONS & SHEET INDEX: DEMOLITION C1.0 SITE PLAN C2.0 GRADING AND DRAINAGE PLAN C3.0 UTILITY PLAN C4.0 EROSON CONTROL PLAN C5.0 C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS TACO BELL MONTICELLO, MN 0 - - -- - - - ---- -- - ---------------------------------- ---- - -------------- C CAST*4�ADAISING STANDARD FRAMEEVADI-\ - -------------- --------------------------------- I'm 12'MM aeU. coN51ftu:1m 91K1 SE QASS I a' GASF­ CONCRETEoa FRECAsr PFE. EXCEPT 4. M COY K S'I c In CONOREM PPE SEE II`I,01 KATE 3w W 110FIGM, Sr IF TO '(F (NICK OR BUXEK) Nkom CIA, I APFROALO Or DKINEER OUTSIDE ANDNSVE NO WE ca"NEC"Ke, It a, Pcuam coNCRE'l BASE, FOR, ALIQDMW PRECAST "'m 6A SEE MMXr' ST."'o PtAw Iol, (HOOF!wAvER AND 2'RWAD AREA To In REaeRED mAFIrn. O REFER TO STANDARD wars FOR HECHT AND DuuCTVR REWRED 02 M44HOLE STM S- BE W ;ft MOOD. ­PF ter . oiousTB� INC.)�FORto ­ OSHAwo_� ANp SPICED IS' X. 0) MNIMWSTEEL RE.ORCENENT EOUNIUarI STEEL AREA IN W1RE COY K USED GENEPAL Ixmr5o6 FOR coNciurrE APPLY LATCH pPtR OR To I'll AND CONCRETE 11ASONRr INIT CoNs"Fruc- ALSO. EXCEPT AS NOTED. FOR PIIECW. 3 BRICKS OR BIDCx ...U. FOR AsONR` CONStUCIDN gyyEp (­00' Sm cgwlRx� 0 KINFoRCIVIEWT AS PIA M,= SPEC 3301._CftN GO, ............. CStandard Standard Manhole for Plate Library City of Monticello- Storm Sewer --- 03-05 03-17 4001 ----------------------------------- --------------------- - --- * -------- - -------------- --- - - ----------------------- - - ------------------------------------------------------ Title: CC� Typical Trench Compaction Standard Plate Library and Claw B Bedding City of Monticello Dow: - - P"S's No 03 -0 5 1007 R"03-115 ............. 4* CONCRETE PAVEMENT W/ 3" POLY FIBERS AT 4.0 LB/CY (ALTERNATE W/6-X6--#10/10 W.W.M.) MNDOT SPEC 2461 4" SELECT GRANULAR BORROW MNDOT SPEC 3149.28 SUBGRADE PREPARATION TOP 6" TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 31`32 FOR SUPFORM PLACEMENT (4,500 PSI) MIX No. 31`52 FOR MANUAL PLACEMENT (4,500 PSI) 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 6'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - LIGHT DUTY .................................... ..... ------------------ a- I " "N' REVERSE SLOPE GUTTER SECTION .............. DIVIDER PLATE 'y 0612 CONCRETE CURS & GUTTER DIVIDER PLATE. B616 CONCRETE CURB & CUTTER _12i W MODWIED DESIGN 'D` CURB & GUTTER TM*; Concrete Curb & Gutter Standard Plate Library for Streets City of Monticello -oat. ; 03-05 5005 03-15 - --- - ----------- Standard Plate Library Standard Catcb Basin Chi, of Monticello D --eTt-1, --- 171­5 TI ------ ------- 'u" 03-05 Pie" N' 4002 03- 17 j-------------------------- CONCRETE PAVEMENT 3" POLY FIBERS AT 4.0 LB/CY LTERNATE j- EPDXY COATED REBAR 18- O.C.) IDOT SPEC 2461 CLASS V AGGREGATE BASE DOT SPEC 3138 IBGRADE PREPARATION TOP TO PASS PROOF ROLL NOTES: 1. CONCRETE MIX SHALL CONFORM TO MNDOT SPEC. 2461 MIX No. 31`32 FOR SUPFORM PLACEMENT (4,500 PSI) MIX No. 31`52 FOR MANUAL PLACEMENT (4,500 PSI) 2. CONCRETE PLACEMENT SHALL CONFORM TO MNDOT SPEC. 2301 3. CONTRACTOR SHALL SPACE THE CONTRACTION JOINTS AT 12'-0" O.C. 4. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS CONCRETE PAVEMENT - HEAVY DUTY ----------- - COftM IT CURB- AND r A TER EXPANSION JOWTS EXPANSION J004TS A '13 A. J --- ----------------- 5. ----------------- -- -- /_ ---- ------- - ------- ---- CONCRETE TO BE EXPANSION POURED INTEGRALLY JOINTS L-A WITH CURB EXPANSION JOKIS --PLAN 8618 CONCRETE COBS AND GUTTER E-, "_ a-- wIOTN VAR,] SECTION B-B SECTION A -A Standard Plate Library THIS: eial rc CommEnDrivewaytrance City of Monticello ------ D.W toote Ne' 03-05 � 5008 - -------------------- 1 7F/7--) Standard Plate Library City of Monticello -------------- 2" BITUMINOUS WEAR COURSE SPWEB2408 MnDOT SPEC 2360 2" BITUMINOUS BASE COURSE SPNWB230B MnDOT SPEC 2360 B" CLASS V AGGREGATE BASE MnDOT SPEC 3138 SUBGRADE PREPARATION TOP 6' TO PASS PROOF ROLL BITUMINOUS PAVEMENT NOTE: SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS Catch Basin Manhole .Dole:. . ........ Plot. No. 03-05 4003 03-17 ----------------------------- 2' . 2' WOOD POSTS 0. '_jT1R FABRIC 1 D.C. RAFI-ENVIRO FENCE APPROVED EQUAL) MIN. W* - MAX 36" ABOVE GRADE DIRECTION OF DRAINAGE ACIFILL V , 1* TRENCH -Wpm Ini_ .1i E UNDISTURBED SOL SILT FENCE NOTES, 1. SILT FENCE SHALL BE BLACK IN COLOR 2 DIG A 8X8` TRENCH ALONG THE INTENDED FENCE U_ OR MACHINE SUCE TO 8' DEPTH. 3: WDR ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 4. LAY OUT SILT FENCE ON THE UPHLL SIDE ALONG THE FENCE LNE, AND BACK FIU_ 5. WOOD POST, MAY BE SPACED UP TO 4 FEET APART TO SUPPORT THE FABRIC 6. REMOVE SILT FENCEAFTER TURF IS ESTABLISHED. SILT FENCE DETAIL 4 !7 71 17�7/ LNl 'a' pq,�TZ' C'MA I'D 'L11EP MUDlI -1 A7 FaR A -WRY ---------- ------- --- -------------- To.: Standard Plate Library Inlet Protection Catch Basin Insert ­1 ­ --------------- City of Monticello DON.: Plate No. 03-07 6004 '03-15 -------- ---- - --- ------ - ------ -------- - - --- -- ------ - ------- 6,­d p;s( s) MOOT J.n '.A - 15 or CA M Ro,.p 13'dcinq z- gg, Or ­Wiie f-1, sk C !DN A_� 6 grDUe NOTCS JIFT 11 dfi-i 2 L----------------- xmi - - - ------------ Ir r-de Pt A', Commercial Gravel Standard Plate Library Construction Entrance City of Monticello Dote: 06-14 . P1. - I. _. N R.,isad: 03-15 6002 --- -- - ----- ----- - 1/2"RAD. 1/2'R 3"RAD. 1/2-RAD B6 SLOPE .3' RADPE 3 4 (OU L2OW) "0 TF - B. MI CONTRACTOR SHALL USE OUTFLOW STYLE CURB IN AREAS THAT SLOPE AWAY FROM THE CURB. 8- 12 0612 CURB A, GUTTER NOTES: 1) CONTROL JOINTS SHALL BE 7' MAXIMUM AND STABBED FRONT AND BACK. 2) AT ALL TRENCHES 2f4 REINFORCING RODS SHALL BE PLACED IN THE LOWER PORTION OF THE CURB 20 FEET IN LENGTH. 3) 2-#4 REINFORCING RODS AT CATCH BASINS NO LESS THEN 10 FEET IN LENGTH. CONCRETE CURB AND GUTTER DETAILS SHEET INDEX: C1.0 SITE PLAN C2.0 GRADING AND DRAINAGE PLAN C3.0 UTILITY PLAN C4.0 EROSON CONTROL PLAN C5.0 EXISTING CONDITIONS & REMOVALS PLAN C6.0 DETAILS A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-danials.com Ckmuftant SITE CONSTRUCTION PLANS PREPARED BY: CIVM ENGINEERING SITE DESIGN 118 Ee Br-doy St. PO Box 568 M.ntk,ello, Mn 55362 Phone: 763-314-0929 W W W.CWibed.com I hereby certify that this plan, specification, or report was prepared by On or under my direct supervision, and that I am a duy Licensed Engineer under the Im of the State of Minnesota. Printed Nam: SCOTT DAHUKE Signature: S'I�k^ Date: 04104r2022 Licanselli: 24348 k f7- 1coes - j ff 0 0 0 124 E 7TH STREET MONTICELLO, MN 55362 APPUCANT/OWNER: MARVIN DEVELOPMENT V 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 TENANT: BORDER FOODS 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Zach Zefickson Phone: 763-489-2968 40 SEATS 2,867 S.F. PROJECT NO.: CESID #00854 DRAWN BY: SO CHECKED BY: SD ISSUES AND REVISIONS: CITY PLANNING REVIEW 04.04.2022 DETAILS C6.0 TACO BELL MONTICELLO, MN Taco Bell SMALL TOWN NEW IMAGE REMODEL TACO BELL. 124 E. 7TH STREET MONTICELLO, MN 55362 1 ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA STATE BUILDING CODE, INTERNATIONAL BUILDING CODE, AND ALL OTHER APPLICABLE CODES, STANDARDS. AND REGULATIONS OF THE CITY OF MONTICELLO, MN. 2. ALL ELEMENTS NECESSARY TO CREATE A LEGALLY OCCUPIABLE BUILDING SHALL BE PROVIDED. 3. G.C. TO PROVIDE AS -BUILT DOCUMENTS TO TENANT PRIOR TO PROJECT CLOSE OUT. 4. ALL MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS ARE RESPONSIBLE FOR ALL MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS PER CODE. 5. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE. 6. DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OF ANY ITEM. NY FAILURE TO ADHERE TO THIS PROCEDURE SHALL PLACE FULL RESPONSIBILITY FOR AERRORS DIRECTLY UPON THE CONTRACTOR. T INFORMATION CONCERNING EXISTING BUILDING STRUCTURE, SIZE, LOCATION OF EQUIPMENT, FINISHES, ETC. WAS OBTAINED FROM VARIOUS PLANS FOR CONSTRUCTION OF THE EXISTING BUILDING. EVERY EFFORT HAS BEEN MADE TO ACCURATELY DEPICT EXISTING CONDITIONS, HOWEVER ALL WORK MUST BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT FOR VERIFICATION AND /OR CORRECTION. 8. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. 9. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY BORDER FOODS, IN WRITING, PRIOR TO INSTALLATION. 10. THE GENERAL CONTRACTOR SHALL USE EXTREME CAUTION IN DEMOLITION OF EXISTING CONSTRUCTION. ANY ITEM STRUCTURAL IN NATURE AND SCHEDULED FOR DEMOLITION IN THIS DRAWING BUT NOT IDENTIFIED AS STRUCTURAL IN NATURE SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO DEMOLITION BY FAILURE TO DO SO, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE CONSEQUENCES OF SUCH ACTION. 11. G.C. IS RESPONSIBLE FOR SUBMITTAL, PAYING FEES AND OBTAINING ALL PERMITS ASSOCIATED WITH THE PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. G.C. REQUIRED TO PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER. 12, G.C. SHALL PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY -PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. 13. IT IS THE G.C'S RESPONSIBILITY TO CONFIRM THE AVAILABLE'RESIDUAU WATER PRESSURE, PRIOR TO THE START OF ANY WORK, AND NOTIFY THE TENANT IF THE AVAILABLE PRESSURE IS NOT ADEQUATE TO SERVICE THE ANSUL SYSTEM OR OTHER PRESSURE SENSITIVE EQUIPMENT. 14. THE GENERAL CONTRACTOR SHALL REMOVE EXISTING TRIM AND SURFACES AS REQUIRED TO PROVIDE A PLUMB AND TRUE SURFACE SUITABLE FOR THE APPLICATION OF NEW WALL FINISHES. 15. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. 16. THE CONTRACTOR SHALL SHORE AND/OR UNDERPIN EXISTING WORK AS REQUIRED TO SAFELY INSTALL NEW WORK. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTIONS OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL CHANGE OR AFFECT THE CONTRACTOR'S RESPONSIBILITY IN THIS MATTER. DEFLECTION OF EXISTING TO BE LIMITED TO 1/8' IN ORDER TO MAINTAIN INTEGRITY OF STRUCTURE, 17. G.C. SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESS OTHERWISE NOTED. 18. SCOPE OF WORK AND SPECIFICATIONS DOCUMENTS ARE INCLUDED AS CONTRACT DOCUMENTS FOR THIS PROJECT. IF THEY HAVE NOT BEEN PROVIDED TO YOU FOR THIS PROJECT, PLEASE ASK TENANT FOR A COPY OF APPLICABLE SECTION. 19. G.C. SHALL PROVIDE WARRANTY DOCUMENTATION FOR ANY ROOFING MEMBRANE AND E.I.F.S. WORK PREFORMED AT THE CONCLUSION OF THE PROJECT. PROJECT GENERAL NOTES NAME ROOM NAME X SHEET NUMBER X AXXX X ELEVATION NUMBER X CEILING HEIGHT SECTION NUMBER DIRECTION OF DETAIL AXXX SECTION SHEET DETAIL NUMBER @y___1__DETPdL SHEET XQ REVISION NUMBER X ELEV.LETTER ELEV.SHEET ODOOR NUMBER OX WINDOW NUMBER / DECOR REM NUMBER EX EXTERIOR WALL FINISH NUMBER (T) KEY NOTE NUMBER EQUIPMENT NUMBER XX-X ROOM FINISH NUMBER X{}�. BLDG. HEIGHT Y ELEV. REFERENCE POINT REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS GENERAL DRAWING SYMBOLS VICINITY MAP - SITE Q Tl- F m -N REQUIRED PROVIDED DESCRIPTION OF PROJECT: THIS PROJECT INVOLVES THE REMODEL OF AN EXISTING TACO BELL RESTAURANT. THE EXTERIOR FACADE WILL BE MODIFIED TO MEET NEW CORPORATE DESIGN, COLOR AND SIGNAGE REQUIREMENTS. SITE IMPROVEMENTS INCLUDE MODIFYING EXISTING DRIVE-THRU ENTRY POINT TO HAVE DUAL ENTRY POINTS - NEW DIGITAL MENU BOARDS, SPEAKER BOXS, AND CANOPY / CLEARANCE BARS AT THE DRIVE-THRU ORDER AREA. THE ROOF WILL HAVE SOME EQUIPMENT UPDATED. AT THE INTERIOR, THE DINING ROOM WILL HAVE UPDATED SEATING AND FINISHES, NEW RESTROOMS. AND NEW FRONT COUNTER LAYOUT. THE BACK OF HOUSE HAS SOME LIMITED EQUIPMENT AND FINISHES BEING REPLACED, WITH A NEW DRY STORAGE, WALK-IN COOLER, AND TRASH ROOM ADDITION AT THE REAR OF THE BUILDING. LEGAL JURISDICTION: CITY OF MONTICELLO, MN BUILDING CODE: 2020 MINNESOTA STATE BUILDING CODE 2020 MINNESOTA PLUMBING CODE 2020 MINNESOTA MECHANICAL AND FUEL GAS CODES 2020 NATIONAL ELECTRIC CODE 2020 MINNESOTA FIRE CODE 2020 MINNESOTA ACCESSIBILITY CODE 2020 MINNESOTA ENERGY CODE BUILDING AREA: 2,460 S.F. SEATING: 32 EXISTING BUILDING: 1.847 S.F. EXISTING REMOVED: 130 S.F. PROPOSED NET ADDITION: 743 S.F. OCCUPANCY: A-2 TYPE CONSTRUCTION: V-B (EXISTING WOOD FRAME CONSTRUCTION) FIRE SPRINKLER: BUILDING -NOT EXISTING (KITCHEN HOOD PROTECTED BY EXISTING ANSUL SYSTEM) EGRESS REQUIREMENTS: NUMBER OF EXITS REQUIRED - DINING ROOM (TABLE 1006.2.1): 2 (2 EXISTING) NUMBER OF PUBLIC ACCESSIBLE ENTRANCES / EXITS (1009.1): 2 (2 EXISTING) REQUIRED ASSEMBLY AISLE WIDTH (1029.9.1(4)(EX.1)): 36' REQUIRED AISLE ACCESS WAY (1029.13.1.1-LESS THAN 12 FEET LENGTH): 12' EXISTING BUILDING AREA AND OCCUPANT LOAD: TYPE AREA FACTOR OCCUPANTS PUBLIC - DINING ROOM 385 N.S.F. 1:15 S.F. 26 PUBLIC - CUSTOMER AREA 133 N.S.F. 1:5 S.F. 27 KITCHEN - COMMERCIAL 677 G.S.F. 1:200 S.F. 4 STORAGE 307 G.S.F. 1:300 S.F. 2 OFFICE 46 G.S.F. 1:100 S.F. 1 VESTIBULE 118 N.S.F. 0 0 WALK-IN COOLER / FREEZER 195 G.S.F. 0 0 RESTROOMS 126 S.F. 0 0 TRASH 243 S.F. 0 '0 MISC. 230 S.F. 0 0 TOTAL 2,460 S.F. 60 PLUMBING FIXTURE REQUIREMENTS PER PER TABLE 2902.1: TOTAL OCCUPANTS = 60 = 30 WOMEN / 30 MEN CLASSIFICATION: ASSEMBLY (A-2) ACCESSIBLE PARKING SPACES: 2 SPACES STANDARD PARKING SPACES: 25 SPACES SIGNAGE PROPSED: PYLON SIGN: 28 S.F. (EACH FACE) (TACO BELL SIGN ADDED TO EXISTING'AMERICINN' PYLON SIGN) WALL SIGNS: TOTAL PERMITTED:15% OF WALL FACING STREET FRONTAGE NORTH ELEVATION = 888 SO. FT. X 15% = 133 SO. FT. PERMITTED WALL SIGNS PROPOSED: NORTH ELEVATION: AREA = 23.43 SO. FT. WEST ELEVATION: AREA = 23.43 SO. FT. EAST ELEVATION: AREA = 23.43 SO. FT. TOTAL: AREA = 70.29 SO. FT. PROJECT SUMMARY OWNER ARCHITECT H & M SCHWARTZ TRUS FINN DANIELS ARCHITECTS P.O. BOX 7258 2145 FORD PARKWAY, SUITE 301 CARMEL, CA 93921 ST. PAUL, MN 55116 CONTACT:GREG DAHUNG PHONE: 651.888.6884 TENANT BORDER FOODS, LLC CIVIL ENGINEER 5425 BOONE AVENUE NORTH CIVIL ENGINEERING SITE DESIGN, LLC NEW HOPE. MN 55428 118 E. BROADWAY ST. CONTACT: NATHAN WENGER MONTICELLO, MN 55362 PHONE: 763.489.3004 CONTACT: SCOTT DAHLKE PHONE: 763.314.0929 PROJECT DIRECTORY w d� z fim %J10 3 N a� � g U [I ISSUED FOR PRELIM. PLANNING &ZONING REVIEW ISSUED FOR PERMIT/CONSTRUCTION 0 ISSUED FOR REFERENCE ONLY Q ISSUED FOR CONSTRUCTION WITH REVISED INFO GENERAL ❑ G000 TITLE SHEET CIVIL ❑ C1.0 SITE PLAN ❑ C2.0 GRADING PLAN ❑ C3.0 UTILITY PLAN ❑ C4.0 EROSION CONTROL PLAN ❑ C5.0 EXISTING CONDITIONS &DEMOLITION ❑ C6.0 DETAILS ARCHITECTURAL ❑ D200 DEMOLITION FLOOR PLAN ❑ D300 DEMOLITION EXTERIOR ELEVATIONS ❑ A100 SITE DETAILS ❑ A101 SITE DETAILS ❑ A102 SITE DETAILS ❑ A103 SITE LIGHTING PHOTOMETRIC ❑ A20a FLOOR PLAN ❑ A300 EXTERIOR ELEVATIONS ❑ A301 EXTERIOR ELEVATIONS SHEET INDEX A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date "AO; TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489.30040L al ENDEAVOR -SUCCESSOR 32 SEATS / 2,460 S.F. PROJECT NO.: T821-33 DRAWN BY: KDI CHECKED BY: GGD ISSUES AND REVISIONS: CITY PLANNING REVIEW: 04.04.2022 TITLE SHEET GOOO TACO BELL, MONTICELLO, MN r— — T------------------------------T- — — -1 1 ___ I i I N N // / All PA I L — — ,J L J 1 }( P— I 1� g �� _ t� MENSVA /I Fr �i HA I on-1411 + L IIII I I 1 r I II F ---- �1SlW141 I /�hEa—; ^---1 l It — — it IL 410 _ _ _ _ _ _ _ _ — — —IL6 a OP a� ----- — — '' O- s ----I /I 1 / L_ _1L== J O R------—� I'1i Ili a 1 i 1 IVE-TH �; _ � - — , •�,, 1 I I I J Ire / - T -------- A / J / _II--� Iml OI L I — _--J q, 1 O i 1 I 1/4-1-o' DEMOLITION FLOOR PLAN TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING EQUIPMENT, FIXTURE, FURNITURE, ETC. TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFO. DEMOLITION ITEMS AS INDICATED (SEE KEY NOTES) 1 3 1 DEMOLITION LEGEND TY ITEM DESCRIPTION OTY ITEM DESCRIPTION NOTES: 1. CONTRACTOR TO FINAL COORDINATE / VERIFY LIST OF EQUIPMENT TO BE REMOVED WITH TENANT PRIOR TO PROCEEDING WITH WORK. 2. COORDINATE ALL EXISTING UTILITY CONNECTIONS WITH SPECIFICATIONS OF REPLACEMENT EQUIPMENT. MODIFY AS REQUIRED. 4 1 EQUIPMENT REMOVE / DISCARD SCHEDULE O XXXX S 1 DEMOLITION KEYNOTES 1. THE INTENT OF THIS DRAWING IS TO DOCUMENT THE DEMOLITION OF FIXTURES, WALLS, FINISHES, EQUIPMENT, SOFFITS, MISCELLANEOUS ITEMS. ETC. AS INDICATED BY THE KEY NOTES AND DASHED LINES. 2. GENERAL CONTRACTOR TO COORDINATE THE DEMOLITION WORK ON THIS DRAWING WITH THE NEW WORK PROPOSED IN THE BALANCE OF THE CONSTRUCTION DOCUMENTS. VERIFY LOCATION OF ALL NEW OPENINGS, FINISHES, ETC. WITH PROPOSED PLAN. GENERAL CONTRACTOR TO REPORT IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DISCOVERIES MADE DURING THIS DEMOLITION PROCESS THAT WILL EFFECT THE NEW WORK. 3. THIS DRAWING IS PROVIDED FOR GENERAL INFORMATION ONLY. 4. CONTRACTOR TO VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BE FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. DIMENSIONS THROUGHOUT THESE CONTRACT DOCUMENTS ARE PARTIALLY TAKEN FROM ORIGINAL DRAWINGS AND ARE TO BE FIELD VERIFIED PRIOR TO DEMOLITION. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING CONDITIONS CAUSED BY CONTRACTOR OR SUBCONTRACTORS, AND SHALL REPAIR ANY DAMAGES TO TENANT'S SATISFACTION. DURING CONSTRUCTION CONTRACTOR TO PROTECT ADJACENT SURFACE FINISHES TO REMAIN AS REQUIRED. 6. CONTRACTOR TO BE RESPONSIBLE FOR BRACING AND OTHER TEMPORARY SUPPORT NECESSARY FOR THE PROPOSED ALTERATION TO THE EXISTING STRUCTURE. 7. IF, AT ANY TIME, THE CONTRACTOR BECOMES AWARE OF ANY CONDITION THAT WILL OR HAS CREATED AN UNSAFE OR UNANTICIPATED STRUCTURAL CONDITION, NOTIFY ARCHITECT IMMEDIATELY. 8. VERIFY LOCATION OF NEW CONSTRUCTION. 9, WHERE WALLS, FINISHES, ETC. ARE REMOVED, REMAINING SURFACES ARE TO BE REPAIRED FOR NEW CONSTRUCTION / FINISHES 10. GENERAL CONTRACTOR TO REMOVE ALL DEBRIS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. DEBRIS SHALL BE REMOVED IN A TIMELY MANNER AND FLOOR AREAS SHALL MAINTAIN A BROOM CLEAN CONDITION DURING THE DEMOLITION PROCESS. 11. NOTE ALL ITEMS TO BE RELOCATED TO BE VERIFIED WITH OWNER/TENANT PRIOR TO INSTALLATION. 12. VERIFY ALL DEMOLITION WORK ON SITE PRIOR TO CONSTRUCTION. 13. INSPECT INTERIOR AND EXTERIOR WALLS. REPLACE ANY DAMAGED SUBSTRATE WALLS, ETC. INSPECT DINING ROOM WINDOWS & WALLS BELOW WINDOWS FOR EVIDENCE OF MOISTURE DAMAGE & IMPROPERLY INSTALLED FLASHING. NOTIFY ARCHITECT AND TENANT IMMEDIATELY IF ANY DAMAGE IS FOUND. 14. SEE SITE PLAN ON SHEET At 00 FOR ANY SITE DEMOLITION WORK. 15. SEE DEMOLITION REFLECTED CEILING PLAN SHEET D201 FOR ANY CEILING DEMOLITION WORK. 16. G.C. TO PROVIDE STORAGE CONTAINERS FOR SALVAGED ITEMS. 17. POS, SECURITY, SAFE, DRINK SYSTEM AND FRUITISTA MACHINE SHALL BE TEMPORARILY RELOCATED PER STORE MANAGER'S DIRECTION BY AUTHORIZED TECHNICIANS. OWNER SHALL COORDINATE. 18. TABLES AND CHAIRS ARE FIXED ELEMENTS AND REMOVALJDEMOUTION WILL REQUIRE UNBOLTING AND/OR CUTTING/CHIPPING OF EMBEDDED ELEMENTS IN THE SLAB. CONTRACTOR SHALL CAREFULLY SURVEY THE TABLES AND CHAIRS AND INCLUDE PROPER MEANS AND METHODS FOR COMPLETE REMOVAL OF FURNITURE AND PATCHING OF SLAB OR OTHER BUILDING ELEMENTS AND FINISHES AS REQUIRED. 19. ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY QUALIFIED ROOFER IS RECOMMENDED. REPLACE ROOF IF WARRANTED. VERIFY ALL ACTIONS WITH OWNER. 1 2 1 GENERAL DEMOLITION NOTES A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690,5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner. H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489,3004 ENDEAVOR - SUCCESSOR 32 SEATS / 2,460 S.F. PROJECT NO.: TB21-33 DRAWN BY, KDI CHECKEDBY. GGD ISSUES AND REVISIONS: CITY PLANNING REVIEW: 04.04,2022 �`� ' �N c :0"*j DEMOLITION FLOOR PLAN ly,40 1 TACO BELL, MONTICELLO, MN :. - 1 1 1/4'-1-o DEMOLITION WEST EXTERIOR ELEVATION 1 2 1 - DEMOLITION NORTH EXTERIOR ELEVATION 1 3 1 1/4 1 o DEMOLITION SOUTH EXTERIOR ELEVATION 4 :.'. ...•...' .:•.. 20 �tt TYP. O EXISTING BUILDING SIGNS TO BE REMOVED. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. MODIFY EXISTING POWER AS REQUIRED FOR NEW SIGNAGE SCHEDULED. O NOT USED. O EXISTING ROOF TILES TO BE CAREFULLY REMOVED BACK TO SUBSTRATE. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. REMOVE PORTION OF ROOF SHEATHING AS INDICATED OF DEMOLITION EXTERIOR WALL SECTIONS. ® EXISTING METAL CAP FLASHING TO BE CAREFULLY REMOVED. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. I./ EXISTING ELECTRICAL EQUIPMENT TO REMAIN. O EXISTING GAS METER TO REMAIN. O7 EXISTING BOLLARD TO REMAIN. PROTECT FROM DAMAGE. Q EXISTING REAR SERVICE DOOR TO BE REMOVED, O EXISTING ARCHED SOFFIT TO BE CAREFULLY REMOVED. SEE DEMOLITION EXTERIOR WALL SECTIONS FOR ADDITIONAL INFORMATION. 10 EXISTING ALUMINUM ENTRY DOOR TO BE REMOVED AND REPLACED WITH NEW. SEE SHEETS A000 AND A200 FOR I. ADDITIONAL INFORMATION. 11 EXISTING TRASH ENCLOSURE TO BE REMOVED IN ITS ENTIRETY. 12 EXISTING LIGHT FIXTURE TO BE REMOVED. REMOVE EXISTING WIRING BACK TO SOURCE, (_13 EXISTING HOSE BIB TO BE REMOVED. SEE A300 AND A301 FOR NEW LOCATION. 14 EXISTING HOSE BIB TO REMAIN. PROTECT FROM DAMAGE. EXISTING GLAZING FRAMES TO REMAIN. PROTECT FROM DAMAGE. EXISTING GLAZING TO BE REMOVED AND REPLACED WITH NEW. 16 EXISTING GLAZING FRAME AND GLAZING TO BE REMOVED IN ITS ENTIRETY. 17 EXISTING PRE-FAB WALK-IN COOLER / WALK-IN FREEZER ADDITION TO BE REMOVED AND RETAINED FOR RELOCATION. REMOVE EXISTING ASSOCIATED SLAB AND FOUNDATION, REFER TO D200 A200 AND A205 FOR ADDITIONAL INFORMATION. 18 EXISTING CO2 TANKS TO REMAIN. PROTECT FROM DAMAGE CDREMOVE EXISTING EXTERIOR CAMERAS - COORDINATE RELOCATION OR PROVIDE NEW WITH BORDER FOODS. CDEXISTING STUCCO FINISH TO BE CAREFULLY REMOVED BACK TO SUBSTRATE. PROTECT SUBSTRATE AND ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE (TYPICAL ENTIRE BUILDING). 21 EXISTING EXTERIOR WALL PACK LIGHT FIXTURE TO BE REMOVED O SEE CIVIL DRAWINGS FOR MODIFICATIONS TO EXISTING CURBS. 23 LOCATION OF EXISTING ROOF DRAINS, OVERFLOW DRAINS, AND DOWNSPOUTS. REMOVE IF NO LONGER IN USE DUE TO NEW PARAPET / ROOF WORK, OTHERWISE, PROTECT FROM DAMAGE AND REPAIR TO PROPER WORKING ORDER IF STILL IN USE. (FIELD VERIFY) 24 EXISTING DRIVE-THRU WINDOW TO BE REMOVED IN ITS ENTIRETY. t PORTION OF EXISTING EXTERIOR WALL TO BE REMOVED AS REQUIRED FOR NEW DRIVE-THRU WINDOW LOCATION. !� EXISTING IRRIGATION EQUIPMENT TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEETS A300 AND A301 FOR ADDITIONAL INFORMATION. EXISTING UTILITY BOXES TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEETS A300 AND A301 FOR ADDITIONAL INFORMATION. 28 EXISTING KNOX BOX TO BE REMOVED AND RETAINED FOR RELOCATION. COORDINATE NEW LOCATION WITH FIRE MARSHAL PRIOR TO INSTALLATION. ® PORTION OF EXISTING WALL FRAMING TO BE REMOVED AS REQUIRED FOR NEW OPENING IN WALL. SEE SHEETS A200 AND A501 FOR ADDITIONAL INFORMATION. O EXISTING UTILITY BOX TO REMAIN. MODIFY / REINSTALL AS REQUIRED DUE TO NEW FINISHES SCHEDULED. 1 5 1 DEMO EXT. ELEV. KEYNOTES EXISTING TO BE REMOVED IN ITS ENTIRETY EXISTING FINISH TO BE CAREFULLY REMOVED BACK TO EXISTING SUBSTRATE, U. N.O. PROTECT EXISTING SUBSTRATE AND EXISTING STRUCTURE ......... ...... FROM DAMAGE, AS REQUIRED. EXISTING TO REMAIN. PROTECT FROM DAMAGE NOTES: 1. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. 2. REFER TO KEYNOTES FOR ADDITIONAL INFORMATION. 1 6 1 LEGEND 1. WHERE EXISTING FINISH IS NOT CALLED OUT TO BE REMOVED, CONTRACTOR TO DETERMINE WHETHER THE EXISTING FINISH CAN BE SAVED FOR RE -USE OR IF ALL NEW FINISH IS REQUIRED. IF EXISTING SURFACE FINISHES ARE TO REMAIN, THE G.C. WILL BE REQUIRED TO MATCH EXISTING WITH NEW FINISHES TO PROVIDE A CONSISTENT FINAL RESULT. VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO BID AND INCLUDE ALL PRICING IN BASE BID, NO EXCEPTIONS. 2, IF EXISTING VESTIBULE TONER, SIDE ENTRY TOWER, AND/OR REAR TOWER WAS INSTALLED AS A PRE -FABRICATED COMPONENT, REMOVAL AND REPLACEMENT IN ITS ENTIRETY WILL BE REQUIRED. VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO BID AND CONTACT ARCHITECT FOR DIRECTION GOING FORWARD IF EXISTING TOWERS ARE FOUND TO BE PRE -FABRICATED COMPONENTS. 3, REFER TO DEMOLITION WALL SECTIONS FOR ADDITIONAL INFORMATION. 4. REFER TO DEMOLITION FLOOR PLAN SHEET D200 FOR ADDITIONAL GENERAL NOTES THAT APPLY TO ALL DEMOLITION. fim ..."Ads 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date -TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner. H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone. 763.489.3r04 ENDEAVOR - SUCCESSOR 32 SEATS 2.460 S.F. PROJECT NO. DRAWN BY. CHECKED BY. ISSUES AND REVISIONS: TB21-33 KDI GGD CITY PLANNING REVIEW: 04.04.2022 1L ♦ P �IOUN ' GO DEMOLITION EXTERIOR ELEVATIONS 4 1 DEMOLITION EAST EXTERIOR ELEVATION 1 7 1 GENERAL NOTES TACO BELL, MONTICELLO, MN CONCRETE PAD WITH LIGHT BROOM FINISH - SEE CIVIL DRAWINGS 6 DIA. CONCRETE — FILLED BOLLARD - SEE DETAIL 4;A101 CLEARANCE BAR — (RORTAL, - SEE DETAIL 3 A1o1 6 DIA. CONCRETE — FILLED BOLLARD - SEE DETAIL 4,A101 CLEARANCE BAR — (PORTAL) - SEE DETAIL 3:'A l01 CONCRETE PAD WITH LIGHT BROOM FINISH - SEE CIVIL DRAWINGS FACE OF CURB ---- FUTURE DIGITAL PREVIEW BOARD. G.C. SPEAKER/MIC E TO PROVIDE FOUNDATION WITH ANCHOR SEE 2A102. BOLTS AND POWER / DATA AS INDICATED THESE PLANS. (53' MIN. CLEAR REQUIRED IN FRONT OF CABINET FOR MAINTENANCE - SHOWN DASHED) SEE 1 /A102. PROVIDE (I) 1 ` POWER CONDUIT AND(2)1 DATA CONDUITS FROM PREVIEW BOARD TO OFFICE ABOVE PR CEILING. G.C. TO PROVIDE ABOVE SLAB METAL COVER PLATE OVER CONDUIT STUBS AS REQUIRED - PAINT BLACK. 6 DIA. CONCRETE FILLED BOLLARD - SEE DETAIL 4/A101 DRIVE-THRU OVERHEAD CANOPY AND FOUNDATION - SEE 1 AND 2/A101 COMMON BOTANICAL COMMENTS / SYM. ABBR. QTY. NAME NAME SIZE ROOT DESCRIPTION ® AER. 1 - _ - - NEW ARBORVITAE SHRUB TO MATCH EXISTING -41- PIJ�G g PARDON ME HEMEROCA.LLIS 42 GONT. - DAYULI' PARDON ME KARL GALP,MAGROSTIS X FIELD VERIFY EXISTING ® KFG 9 FOERSTER ACUTIFLORA #2 CONT. PLANT SPECIES AND GRASS 'KARL FOERSTER MATCH NEW WITH EXISTING r-----------------� NOTE: FINAL LANDSCAPE QUANTITIES AND ) LOCATIONS TO BE REVIEWED W/ BORDER FOODS (RHONDA. TOPP) PRIOR TO ORDERING AND INSTALL L- — — — — — — — — — — — — — — — — J NOTE: 1 SEE DETAIL 2-A100 FOR ADDITIONAL INFORMATION. 2. PLANTS MARKED WITH AN (E) ARE EXISTING TO REMAIN - VERIFY QUANTITY EXISTING PROVIDE NEW IF NEEDED, 3. PLANTS MARKED WITH A (N) ARE NEW - SEE SCHEDULE ABOVE LANDSCAPE SCHEDULE PRUNE TO IMPROVE A.PPEA.RANCE(RETAIN NORMAL SHAPE) PLANT TOP OF ROOTBALL 1-2 ABOVE SURROUNDING GRADE KEEP MULCH 2 FROM TRUNK EXISTING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE 6ACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL GALVANIZED STEEL U CHANNEL SIGN POST EMBED IN CONCRETE MIN. 12 STEEL PIPE BOLLAP.D FILLED i z 5 z ¢ 1 c '.. WITH CONCRETE i c > > i FINISH (PAINT SAFETY t1 m " GRACE YELLOW) 1 a I is i NOTE: SIGN TO BE c CENTERED ON v APPLICABLE STALL. 18 DIA 1 .r "1 r U.N.O. CONCRETE �'-' F-�- NOTE. FOOTING FOOTING AND POST PREFERRED HOOP PROVIDED BY G.C. SIGN PARKING PARKING PROVIDED BY OWNER SIGN SIGN AND INSTALLED BY G.C. 3 NTS SIGN BOLLARD DETAIL OUTLINE OF BUILDING - SEE REMAINDER OF DRAWINGS FOR ADDITIONAL INFORMATION fimC�ani�s A R C H 1 T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690,5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Appllcant/Tenanl BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE. MINNESOTA 55428 Contact: Nathan Wenger Phone. 763.489. 3004 ENDEAVORSUCCESSOR 32 SEATS, 2,460 S.F. PROJECT NO. TB21-33 DRAWN BY. KDI CHECKED BY: GGD ISSUES AND REVISIONS. CITY PLANNING REVIEW. FA 04 2022 2L GO SITE DETAILS Al 00 TACO BELL, MONTICELLO, MN 1 1 14 1. " OCB, CANOPY $ MENU BOARD ENLARGED PLAN Ali I -_. ta)rawxSF LEL ANGKIR Bobs Wf r TI-EAD A Tat a r TFlEM R �TTW µ) NUTS a t3) wASFElE P['R ea t (4)! vewnCAL PERM M. W (3) 0 oR Ir 0LA CRCIe LM(3)I OC TW r ' TEEN tr O-C TIENE AFTER r h 3t? AFICIOR BOLT TOLE rarrA • • t+Arxtorta I'd YPt CAGE rar IXw ANCHOR BOLT PATTERN BCAE lip FRONT ELEVATION 8G41E 1:D <o y5 �.P.�,��y� INSTALLATION Gr01b IIQ DRAWING ao °P Nw80. ttlmi rr. MESS DRAWINDS METHS Eu7.UI1NE PRCPEFfY aF EIIEfrBROE, "LE" aE. c°0° % OIEENFFED,w SY¢J OR OVPL.ICATXx4 iN ANY taV-B4 W1114 PTF •4 41•{TRFW 00TEVRESSWRTT7EN BA58 OF A -18 BAI RFB RELEA�FOP PNTALLAiI EVEP/RnE LLC LS PROHOTTD. REV DATE sY aA4 aHT9pIPrtTGN N.TS DRIVE-THRU CANOPY GEFERAL NOTFB 0WDEERTOPROME COPLETIDN FNDIDI 6 HaIROMM ear ftff LTM. RAISE RATE& ANC M IOTA VIRINIPIATE 11113DIKODI6I "ANDOVERAU REVATaL THS BIGI 15 NTEHDED TO BE NSpLLED N AOCOR30IICEIIMIM RF0118B715 OF ARTICLE LOQ OF THE NATIOPLAL ELECTRC CODE ANDM CIVERMP.CA INLE LOCK CODES. STE¢ CA40T"PanlLaXt9 PRaPAI G1G10RIG AIOIeC-DQTHESDIa. ROOF FRAME TNS0AAwwG S FM tMALIATON RIPG/S OIAVANE) ITo tF LeFn FOR MANurACRmw V L/lD8WN0 VAT1R IA:S SFIOLAD M IWTTO AIMI MCIF TMD WIEJAYWrFTDY R 9[ii POLES OR BALE lu5 GU. YD&TH7rAL,OaII]!R'JYYI IYAE A W. DOIA®L! S11dRfHl eT SAR Y9 obaYs i RFiFFOgA1GTffi BYRE HAVE AWt ?Dn DSBBI'LES SIGSIRL RP[YII�F INL CURE TIRE OFTDAYB IESOIE POI-EeIdIBFF'M1A,HON ZW M: LFTRIGNOLM CREATED ARE OE R!WC BOIP=,' Q 1FE NaTFFUM LETM HD.® ARE TO BE SFA-M VY ACM RATE Y1E3DED OVM TD CMVR &OVEN PANTM i AN. Re 111 1 WEJXTDEroKCCWFT®BY AM MSTanBED�OEROWLi®M TFE AIRICAILE PD5/TIOHIs N�+ED. FIR S%T. POIT-AID CONCRETE FOUNCATHORARE 0CSGEDT0EFT.T6T0kNOAt LObQ ii I ST PSF A ABU[IADW!?P3FONA,IIaatA00FNPSAASIDI nWC1F AFC. CCk`CIETE BASE DE&GFD USMAL47E47AL 110I RMIO CAPAG'YOF,OFTF I FT.OF DEF'N. FTFESE SOL CO DRDNI DONM EM-AT TIE POLFOATHDM LDCATIDM, D E TIE i EAECTORL PasPOAmHe-Irrro HIOTIRYI�RTE,ILD PPa roPEAPONNG Ai1WT%14A': EXCAVAlg4 W NIT WIR,TEtE RA®AAI,. i STAKE FOLNIAT?OT10"AAID G04FFW FHNA. 3RADE RROLi+BEVf- aw,D-GC FXGAVATE FOIAIEIAiDNAIEA 4 BET COGNC I FM A ANI CQNCRT CUM TIRE Q 1018HWi]ETEA CCCRCRETEplt-RNMAAMOW, tOIA LIMAM OFTDIYB aAa 13 SETCQ AI FI9aREOR/fK1I10 YFII-IQDIAX CET ffpllTffBiB/OE1 Q SFrOdEAILRIIBND M1UlONAS4QMiNAI. QTAA MouIrTa WAITF IELECOPCLE T. TEW M BBCKV-ELLA4CtLF IALL aEGTNrK.ro LffF1EXYi.. 7 T}Fttia+IDRFFNG RACKETS HF , I. RBACVE ANTIFT-Ia BRACKETS AND PPaErAU Lan c LxHyN: uRAREITAC Rt.TmIE AArlMCGID wTlaaL TIDHIEII THE MIT EB Twl WGO SEYeD M D.TI QLa,I W.IFllXap') © Qa X X DOLeLE Nuro IFKv3 / FIAT HWw18R / LEVELNDIf,IT AFTER POE 0 LEVOM AD OWED INTO PLAGL FILLFY M AREA LNOM PL RMINRN ( aTINCRNAL NOR4M4w I10N LETAD b CEIIEMMKWtRCUT FOLUMALLOFTW IANAFACIIRERS NSTWIC'GNS FORALL OROUT MINF PUIGEIEM, A,I CU4a1G. TIE CBTANLF FROM TIE TOP OF TTE FpADATIG. Tp TH'_ICTTCN OF TIE BAI$1�tTE TC�/Lr ANCHOR BOLT DETAIL SCN.E: MIRE SIDE ELEVATION KALE 1m sal STANDARD TACO BELL VE DRIVE THRU CANOPY 10.27-15 w/o SHROUD @ 194r OAH I RHO DRAWING UEC,HD pRA1FFT W - 10-27-15 ASSHO - 352776 IN352776P raIV- - rd YtF WSTKLER TO PR Im COMPI.ETDNT TCS OF a•+ 17 FOV!DATIDN WITH AIICW'M BOLTS. RERAR a CONDUIT (BEFORE a AFTER POLL) BAIIE KATEM aAN(AICW BGL.T Co—EL:TION& GROUT INBTALL,ATION. IMTCTT RATFI.G co wCTIOAs Y Wmm Cc-EGRMS. EII;CFibC M2N:: AN. ooE44rAE ¢EVATIDR LAM:SG%ACa MATEQIKS 44UULO BE KEPT LM4WW lY:O RLYESAY:AY n3pA 54li POYFSOR BASE RATER. I (y [�p��I/[ 4DfARMCE THIS DRAWWG 15 FOR INSTALLAT RAROSES ONLY AND NOT TO BE USEL FOR WNFACTURG U :EI CU YOS I^' CCI4CHIEEESHALL WIVEA MW GIFRESSLVEsTRE CURL OF 3a01 W(NTB WYS Rf-4FORL1II[: STF4 INST NAVE A W'. ,TEiD SIREHGT/! OF SO.0p0 PSI RECCWMENDED MPi CUE TILtE Z1F TOAYS BEFORE PAOCEECNG R'rtH INSTALLATKN. o !W5 • X A % M Fp I SS ANY Lir 11-IAAkG CekA1EU ANE INt ZEST[R4STBAHYOF Ifk PpIKLET4 LR— NLRESANL IUm J AU, WAIN' RATE WELDED OVER TD OOeFR AND THEN P'ANIED. u w— MoTE ANn Rem. MIELDING E ro eE CIXAPLET®BY AN A SGERTFFD wE1DFR W i%TE AFYIIF/1BLE POWWNS NEEDED --I 3 yr DES%R. M � SIGN.POLE. AND C.ONGiE1E FOIMDATION ARE pESNMDroVYITlLRiAND A,AtTD IDM OFSISF 5 i I CONCRETE IASE THE F(FO VS84G LLITERAL SOIL UIE E G ID" R OF tRl PBF i FT. OF TIFV E F THESE SOA C ION M N3 eENDTV( ATTHEPoIADATVA L (III0P-RE1!E ERECiTIk:RIE'Y'Of4416-A}'r TO HAOfiY EVF]Biir1E llt FNIORro PEPFORMWG ADOTMRu1L EXCAVAT1014 OR ANY GVNOiEfE TRACEMEM 4 CONWIT— � I v I. STA TION AR"' AND o""— FINKRA GDE IEOUNEMEroTS -- c \Tl�I OVERTURNING i EXCAVATE FOUHWTt%I Y DIRECTION sE' IEI I ,. j TE AL � POUR CONGPETE LLWICONC:EFE GUNS TVY AS kAMENDEC• M CURE TPAE OF T (MYS RFFORE /!� FROC.EFEXNF YBM I'4TKL4tgN � 4 S. NA^110ft POLES1A5 filgveNWA60ETAA_GIELR FOR PLIrMe. 5. MOL4T SIGNAGE TO IOLEB) I i. LEST 51(:NAft FOR PROPER FIAVLT'K1N. //�GrtADE LINE DET/JL-•A• / IFOR REPERH+CE) F DRIVE S. REMOVE A4Y LFTRIG BRACIFTS Al REM ALL BCY TS e. GFAN UPARFA AMI PFMOVE ANY PPFxIING MATERW- IIL: Npl D V.MO AHv pµ+ERIK pR pIBR 4 W'Rl ON 5(Iti ANCHOR BOLT PATTERN w.RSTERS BYTF4G ARM INSTALUTDN 1RUC WAY I. MOIANI ALAI sSENBLr TD cHAS'Sls 7- LOCATE CORRECT SIDE OF CN<9SLS TINT* FACNG o&COIMNG TRAFFIC-0 T!E DTfuE TMU. 3. SLIDE PVC TUBE MO POSITION. OVER ASSELELV ARM. vnM THE LETTEf G FACR.G ONCa4lIeG TRAFFIC (t), 1- pa X36' LONG ANCHOR BOLTS, �. QiM.LAIILYE pJ IiE TOP OF TIE PYC TUBE a'FRaM TIE EID.Ok TIE EID THAT t4AS TIE PIVOT BRACQT, IXIUNIFRSWK FTIq 1M-BOLT 5. WSERT IN'SCREW IPRDYI(MINTO PRE-DRW.EDN0.E AND TKARE UNM SM/G E INSERT PYC GP 4R4 CN x END. ,. DRRL 48'NOIE MRU TIE Tt-A O6 TIE CM AM RAZE Ljf' UCIBLE NI/ISIGALV.1 6. INSERT PROVIDED AB-N- SHEET METAL SCREW ANOT"TEH INTUL stA1l+9J CAPYRl1-1 COVE OFF YW r1HREAU 81lOP AND r THIEAO C BOTTOM. IAI NUTS a (2) WASFERS PER BOLT ,/ TIGlREN TOP Rut IA4iUlM-'a'a, \ O NWDTK,F4I DIW aF. HMl(aDn VE I I FLAT W1%.ERS 1 D•a PORTA smN (31R3 t1E5 W TFE TOP S NC, Ix 0.0 THEREAFTER LEVELWDNUT ANCNOFt BOLTS AFTER PCF E IEVETED ANDPQTED NTO ;a 3 ALL LHOL4TING H ARCWARE PUCE.FKL ENTIRE AREA LWDER RATE WITH CEW.Trnous GROUT FIX LOW ALL K THE 1 COST RTp FURMSH g MAMFACTlRER—STRUCTLON'SFORAU ___ 1. FIXHNWTXX,I - h l4)MVERTICALRESAR EQUALLY SFACEO AROWO GROUt L#X0*. PLACEMENT. AMT CUFMG. TK MTA RLLY4 THE TO OF THE FOUNDA'rM TDTNE BOTTaM OF THE 04L5£ PLATE ro BE l'S ' e ---------- r • tz dA. CM4CAE Po IAA ANCHOR BOLT DETAIL'A' scKE I:IQ I -- 4.4F DIA FRONT ELEVATION s;ALE li4 bt�dd Evlerbrfe INSTALLATION DRAWING ppgtM•ev IMPACT-TDT SITE ITLE TACO BELL 10' PORTAL @ 10'-0. OAH DA E 0324/17 4-4- 11,THs NOATI1USE STANDARD DRAWING cHECI4ED BY RHB PI0PBFTY OF EVEEC . MM.LL(LBa, PROECT NO. OIITEXPRESS NRITTEN PEW.-SSION OF EVERBRRE. NC.EPROHEfTEO A a821r1 REV COTE iCL Rib BY CH REEEASW FOR RETALIATHON DESCWFNION DF',E D327f17 AS SHOWN 360665 7IN360665B A 3 CLEARANCE BAR (PORTAL) SPEAKER BOX (OUTSIDE LANE): - PROVIDE (2) 1" DATA CONDUIT TO INSIDE LANE SPEAKER BOX. SPEAKER BOX (INSIDE LANE): - PROVIDE (1) 1" POWER CONDUIT AND (2) 1' DATA CONDUITS TO DRIVE-THRU ABOVE CEILING CONCRETE CURB PREFAB MAGNETIC LOOP. PROVIDED BY OWNER, G.C. TO INSTALL UNDER PAVING. INSTALL MAGNETIC LOOP AS SHOWN IF COB / SPEAKER POST LOCATION HAS MOVED. S6 NOTE: SEE ALSO ELECTRICAL DRAWINGS FOR POWER AND P.O.S. LOW VOLTAGE AND COORDINATE 2 NT. DRIVE-THRU COMMUNICATIONS ISOMETRIC 8 3/8` CL OF BOLLARD TO FACE OF `\I FOUNDATION i DASHED LINE INDICATES YELLOW PLASTIC BOLLARD I I COVER, SUPPLIED BY OWNER, I I I I INSTALLED 6Y I 1 I G.C. - I I 6' Oi STEEL POST FILLED I WITH 1 I 1 I I I I I I CONCRETE I 1 i I I I I 18• o CONCRETE SURFACE OF I FOOTING DRIVE-THRU I I LANE i FIN I DASHED I I- I i LINE - INDICATES CURBING AT 1 O' BACK DRIVE-THRU OF CURB AT c DRIVE-THRU TO FACE OF FOUNDATION INFILL AREA BETWEEN BUILDING WITH CONCRETE ENTIRE LENGTH OF BUILDING 4 - BOLLARD DETAIL DRIVE-THRU CANOPY PROVIDE (1) 3/4" CONDUIT TO BUILDING - WITH SITE LIGHT POLES MENU BOARD PROVIDE (1) 1"POWER CONDUIT FOR DEDICATED ALWAYS ON ELECTRICAL. PROVIDE (2) 1" DATA CONDUITS TO OFFICE ABOVE CEILING. MENU BOARD TO BE ON DEDICATED CIRCUIT, &m&"els A R C H I T E C T 5 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.f nn-daniels.Com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date " 40 Aor TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO. MN 55362 Owner H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489.3rK34 ENDEAVOR -SUCCESSOR 32 SEATS / 2,460 S.F. PROJECT NO.. DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: TB21-33 KDI GGD CITY PLANNING REVIEW: 04.04, )22 . R � • VO SITE DETAILS A101 TACO BELL, MONTICELLO, MN GENERAL NOTES: ANCHOR BOLT. NUT AND WASHER NOTES: - •i '� I 1 TO NOTE #5 (DWG S1.0 xrlaarx lsvnfra.. aatw coL >ti aa,.w.sc-,,.. pate, 'Mon u�t cool.w20. + rora+ms solo acaeet�avCs•A+.'wcwrewvrweca.ar.rsee.raaracw4u.. r.•+wL t i I,ort fICONTRARY .0) , II G.C.TO PROVIDE ANCHOR BOLTS, II 1 n..YA.� w+v L W 111e F.aEs, kxr.oaa, s. ux+u�urLwcvwrrvr�:na.rcc�ewra.aP+.s:w.=u ,. X c po: i j �"".liiiil way«ros I I I UTS AND WASHERS I t iLN----------------------�I_- I wEoatas:arcoua- y,•iisrorw v,A,-scour, a7Z G1r:d16Y ...... --------_a revs: ua t+a# v, -amiaSAsaK+wrrx r,. cocas lur+u tW3+ro5 •ra.ee eo s9s RwBt•Y!.PwK'+Irr. 1,13 CIa--C-A" .. ..wrepYagGra E+rlu+,Coura.rsa wow uae.CJ++w.wwv wYCrRK+rOLh ewr6 a'G awYaln Ywtt 4S'•ratiJ45 wy "� NINXwLaaQ. a t!v rcl u:.�x=cscecac a.-ntr!ral+w!+w>+:sr+.e nz.••�eYCIW<owl wySlNnrrCix Y b � �co.Ymw ems➢ = -/ ., I Cprwtrayw La]we-` { �^Ewaf�a�'mNtS>YW �7 C f'` AAae'G4AaL CCtAC+ T� "'r `�`""""`----\� ��`_w �°•'' - E C - --- ----- ----- r --___- - , II INFORMATION THIS DETAIL FOR REFERENCE ONLY. •' ! .,. • a_ { • e r'. -' . • J i I._. .. - � � .swv+i;•re• rEYV+'d'E;�EkaK�1'MKM Ls-e•Fx*D h?rR %.,�uK!- } - -- � �'"'� " II I I II _ _ i„-n.sra rluaw.-_____ _.._-,__._. _ _�o sibreic CesGr+GM.04+.w a .s'sre. ltsi.>a c'Cut wire tG+l-_�6laz i'+t 'xr+aaora9�+.0 ac .nEac ..else re.wr erases nwsrrnr xr � I fCa•ea'e RwcTaH+a � 'f' n ° w}x-.%-n wy ws.aar K•n�t-_. x - n jw-+I � I "` + -rf.S revues ty ) II I I G.C. TO OBTAIN FINAL I I �,.,�,w,r, x,� raJa smMctancwraEo�t41--xr wool c +r!• • i � �� ~n4't:7lnw✓+ FROM ENDONSANDDETPRI I FROM VENDORlSUPPLIER PRIOR I I TO PROCEEDING WITH ANY Tru craw aaA{ra s war vssaan taswvwm�a aarmssarAYar ousts Aeo,calrac wwr®lecaEawawa cae-.m aec-!w_,c coucca e .. u•uwrwr n .-` + it .a.rroec-.LY i € less - k"r+. _ • ewutrss.e: �•__1 ii CONSEQUENTIAL WORK. i1 L�--__"_'___'___'_'__'�J -------- _- .Ewwwr..aEw..a,nwu,E,nwawrvacerrErmezrXlnrtcEertawnnnrrnvu, +a[AGlnlb[]ell:AlaGM9Wt)nNr6ar wwwanbAatrafMYY-NnSatf ts)a lyYt PSl ours: _ , r 19 uavrw.an---- # ! � �� •;rrrasisues ; ; DIGITAL MENU BOARD t+wa left+=tZ6Y�a{.. 'EIIrEctEt rJ wEC!RGr m+bf+Elw'AE.t tr�C+�9ei-rFCM4 +•It;A•:.atF ,.wErC leKttusft++w:41S YBrEn rE,aE X�eeCeFk E..cr!*Ba L^ #-- � I�p _ •. v - I >ti _____,_ _ �� 1 tw=j 1 1'oc+.a.rw++aw:worrrE.,,�a•.a.rr.•��rantrmFYcr®.o3!.rcaEFs'uwr�cwc+ w"off35-w1'c"mw:Wt v.T_00"O` t4C[ llx^:wwY•v:r•!.xurne w. ^" / s rry�twfpw / � t atsrcrow _. ' I -'Y t I `•.�.• o -_� 1 U I Q 1 I -- a ?EOr!•ail'r@tr0aa1)wW.i•4wPIE_GwelL+slew*D k, GALE. I. CC1 w'nEM!°EEvrl/RS pr xtxwmaer.eo[rsnxccemsavmrrrarrforerr.cr+-:>e7ws+re++rxatcanFa*r.+u. n +. ri_yar; ..ewcaw-�� I ( FOUNDATION SECTION BOARD)"q': (� 1 u- 1 I U I 9br�f'.afrStRnC]fM1f,MZraFwPrwad.[ufQGlle!kK:ftKiM+NN:]!M[K.ai!v.4 c! w accedes's"Msi scoom*�KucWwr r*o.v�ert : caL++crotwe+orLa« ICHORKX_f O TALL i (PRE -SELL •' x C Fit 1 - I - '- o CJcsKE•UlE roc"m a sq:+B A•O raL.LMrq>LL Irw LKevo, >' C'1w�,GmEf,Nr 4at]cC�50r!CtAiCfM+'sr.{QIaATSPEatKWarK P�Wa.•R ..rtre TYPICAI ANCHOR BOLT PATTERN , ,�.-___ A wAloll"i -.- --.-.-I 1 1 1 ¢ I =_ �� t r•+aw+r _ w:EwuaarrmtEaatlo,tr,vsr..Yaa +. C7wekACla:aNarA1LCYMa,r}rSlrkCkPALL11++E+a+VMDtE rLOe wxefJ+t.er4..Y. NV - wLee;!e:EaKEtcw4rr!.+a!wrew.ortorwrmwrxwc+c+.Ew+c�.+v,.aw.aow+xx!lwaretr... pYnt>YtANl rear a''a{smw.mr.,•�esx,<ntaac wrmaw :.'Jwaeau ECD+Gf 1e:xYtl arc.Yiwu yatRrnLlahFrkVrwwab•,Lsaa scraaoxxrnwe!K»erawwsrsausa zeuwa .NL�i:00AD•-/•4 CaPafJtnJ,fiEQaa0axlSY• 1 cosusur it cocoa Biel nos. W+fNYI?M Q, r Ar.ltiLp w+rea +rr I�6wa -acd. mt>nasw!aca J rae.+wer rtcanA`-•, ! ace-°iaou,.rli isY 1 +� iti••lh lCY mr. A. Am" ai' s ' sraatsr ruses nJ1--mrs, Wwaa•. w.uraa't- '' n.rww+w.a-�_ ,, _. r,r-v:. � I I SrwYd { I ' � ;r... 9t w.uic ! I caar� w r Q I I ¢ 1 Cj- I U I ( Z 1 I LL 1 i � Li sE t PaFEAar MnJarNC:4IMirLF lrmrslr. aaalu+rFn NAlri As aFOUIrGN � - t` uD « rown iJ ec aaCSKNI AND Auld y •�1!�NT✓>,S- z. *+a utxn+rnw awa+�s usranuo{ax nE�mrontn+ons!•sm c+xxssrNn nrrrasnrnExwrrsanErroneanncEwrrm+uaw!rN £E� -wncsKonm stE un nwNEOrrr TnaE ws srrGnco6+-Dr srtF ta.G.rfA i a uovenoia'crres x,. - ArMMaru+r '-- _ f : _._ CONCRETE NOTES: __. _,. -i3t�cj iji L _-J � ++D-v"c-crt-raa.as.asr Droac.lrt Ew i wa rJoa>Vf SrWlteM OY rw•+•1E414r.eem ttfSHwr l4l l+,erae rfiYa+rtExt+6..n.tErI3. cau'w.caDrofrxan.wsww ao-Y a.on ws ar ws•Mew tow+eaa �oc:Sni.xrssw I`Ci ` T,wa, cawca r oLl --,L ..__..._._ _____ -.�_. 1��� _ � e _ c!n4.+••wwucuvucxor_.i,�.at.W.a:ev+sscc..re.aac.r.cn..oi+•wa�YlatL •t¢t++cwr r wn+xasac crac,Mmeal oc.rw.tac+v.+sk, .eta wesataa++rav'ws•sac.E atr+e - anVic- 41Ir,� ._.�_.--.--' CVIaa,.eti.. j � -tor-Ma a� sous r.�rt w, t+aa rusEEtr uU.', CtxCuRs , r,,. t.wnE ICJaro. w! _ -_._. _-'-- -- -- wUft +riaW+wct leOr offer sE sr rcxErawrcr+r, se= vonw 0, Ei oSI ^tlrlE 1-- is ao i,i+rAlsr tH+H Y. � ir+�sraoLc-sae ..� t.t %-arnDrwwa �:cm cwio —,, - :. a' I ' '---S,orraocroswm -• .._-. f ._ _ -- ry - + '"w$ ''"�-_ I e {{ e t - Eacrmarnrxr +�!0a!xt*Ear+!6 _ --._,- suoiereo Ta APtnaYN PLmvmw ? cwrae acWa .srcacEsucaa�x.a swweE. cco.uwwa Ktw,cu : saw cowceato. anus,a'wtgzwllalal'JUMl+tryay.W+rrGa•+wSf-Y, •Jet--.+•leWChs aew!ELa+a'<Cl Yr S+..wtE TYPICAL BASE PLATE OETAII TYPICAL TYPICAL CONNECTION DETAIL �1CrfCw.L �� _ � ' � e C " - _ tlFeK7rt5 :. ..• W l iaaAba aoa6pqKG],_ � Moowa. ° Kew �anwa.Cac:t. au:rn',wr+ww,a•a,wn[owrsassrt sl!arwse n+a aaL rXEiwr wi+u r>;wn wssss?r eAws. exam �" - (3)"yse+rlr rr+F -.. r0kc tc eve cam r____________ Ir____�l I I CONTRARY TO NOTE #5 (GWG S1.Oj I I EwridSzEr frMx•. o V n1aw, Fawwe- -mGp r/1NEanNO,ET A /N w1Y,aR.a•G arH SX.l..eia+wwA�S C3wrl S•trlEa[wlO M•YS aaty a'earw`ak_ku ::LRh.lm xac:+wva lsasor'_ra.wsr,usu v,caw wwu.wwa:wraaaul {s.Ecs:x vw: STEEL NOTES: Plat g 51 G.C. TO PROVIDE ANCHOR BOLTS, r'r""' -- ��_-- �, —All /:�_amra4 w+lee,.6 TtEwwlOi'w.:tx++Ci[T_Y61+:Ilaaltls+6;�]'ECOIR'1Arhn'Iw0 ! pa0Gor5lY+L C?'J,SE or Ctk /m-s ti taw w,T.wG/CCn jT'.� o .uc..s+.nwes cowe{rrs3lucluwcaat sarras retail .wr+laresLaei awtsaxYvs wrr Au ww�mww+anawuaw!au•nY+u�auivarwrce.,er<w1m..::uw:rss u+erwoc *c+e. •rM."Is lcr_ nr1 a wntii?ea411rlln. wwwgeCiS-lawo-e4-t}ilyn"wLaGa.M1�­REIe tccYswAa.an++!e sECarria I " ti, ua.� wore ¢ - - - - su14• - + l,r aora.E.wco!canr co•ta•eEr+r lx�arrllta•+arNY+vwrtwa.+swwl rF 5l e,clsn w Ae.: gtwnAna++see os+arx w* e(=,rr. rev y� '" �rrI - ------------ --- INFORMATION THIS DE -TAIL FOR�'1 _ _ _ „,...,. •r tRr)pF Mw,'1i:: rYlnra=+r r,+wrar+a,nwst,w� urrrra+a rr wSYf: wrhaw'A-w101C en wwo w,wr+lwEeD srcoe+r r,nncF ro ry+Fr sF+nc--:raEa�wra t. ariarw30am•wol D I ~ REFERENCE ONLY. .a u..r..., 6TIP11'� wW.Cl-In wait+wi wEM-CO Or LWt cc!!rC4•n-11". c 33 ru"tcar[4 v. ope,,.accoa+ru,.nsF:a•F,ro;,.Ical.cooEco+uo..wcre,m..c'sa.oar.sr,.u. •s nr.ah of OAaa.oataw,scc+rarw•E,cro.srwc lEhnuwy•+..•9[utVSr wsw..IM: HiD WaGWaElO !cleft +eail wleXnCY2, s !as•!o•cvl. ecnnu>F•.aetir.x»+urwz rd.•¢wcror,rar+.�talasEDe�r+m -.E wr..sow!evn+aaa+cora+earreow wrxnera sea +osvw I .. � '-" ' owvr eA "' FOUNDATION SECTION (MENU BOARD) _ems*•. -*<' +z�'>_. Eel awn "''�° """ � I G.C. TO OBTAIN FINAL IiSPECIFICATIONSP.NDDETAILS iI FROM VENDOR/SUPPUER PRIOR t I it Ii II i rxrAr A ra-r£ra7rL'E3DULUMLIRv Fa 11015*lra:tnxcv:siore; Lm" p....� „ems ( e'�a N +a•• —'" •`""'r ---- -._ srslare naawsaw�awwaa face �' y '+L.e-Deli POMwD CEwtW r: clrgrwa'silnu; CE E,ChUr w.:tTKiLE 'Fu..M (rywa aetwwareceoaic.+mru �aa s¢� roew.w orsrw,r.ro .,rr� 11 11 TO PROCEEDING WITH ANY 11 .o......�..... ...... - p{�,SEu rMQw 90Artp FCi;ADpT10Dfr Ya _emw_vzeswrz .au.ac-w.a sm,r:rwwau+ar+mrs. mom smrs,rwigz. nwwr nrma rFnr.€rEvas+s re:tvrw.rl•vrx wuaEu'nwrr razwrr ra, .+. CJwcent.arrGal4:wrC'r4 Etc. Srwa �Cr40CV Y.+!aNw Cr._ w'LP+Prltaiavcs. wYn+,.wrarAraarr rtrtEgse».rwawuwenam uawwrae, w>ntrrar-esorrst wn:rarxHJ rr:.rwaxaa � II CONSEQUENTIAL WORK. L--------------------- II ---�J ,. �pr+er uq wm�ccKH+t xcoar! cors.Y.r+c cwcs�anta w.m _ap w.u+t+•wc. a cuw+wra mow"` i I DIGITAL PREVIEW BOARD - S1.R r. rr 1 NTS MENU BOARD Concrete Foundation Z• Remove one of the two hexagonal nuts from _ �f0.®! •e° each of the anchor bolts. For SPP2 Speaker Post _ Be certain the second nut is all the way down rk# Y, e,rss�a• to the bottom of the threaded area on the ,,,y INSTAII.I.ATION INSTRUCTIONS anchor boll as shown in Figure 3. Put the threaded end of each anchor bolt rn•!•.!ew s..•� The SPP2 Speaker Post requires a cmncretr foundation with four through care of the V, inch holes in the V e«r>' its anchor bolts and one w more conduits embedded in it. One template, and mplaec the nut an the anchor I conduit must be installed for the audio cable. Additional bolt until it holds the trmplatc artug)y between ti candutt(s) may tie required for a vehicle detection cable and/or the two nuts. l�wavm n. for an AC electrical cable. These instructions are for installation Pasition the -L' ends of the anchor bolts i of the SPP2 n coeror foundation at new drive-thru sites. �.i W 10 w orb triedM•aw outward, away from each other. Place the anchor bolts into the hale in the ground with >++crcr DaR CAUTION. Air electrical connections must be nods by a licensed baafaoa the template 'i.' to 'V.' above the top of the electrical contractor, form, as level as possible, tie certain to comply with the note on the template to place one Mgt: % if gnu hove any questions regarding this installation, -'-�--- of the template "TOWARD DRIVE-THRU LANE.- call HmK Customer Support at I -800-848-44fi8. 1,[Care 3.:kssembh of anchor dolts W 3. Route the conduit (one or more) so it/they will soli lempl.w Equipment Provided K extend through the collier of the hole, and upward approximately 6 inches through the center of the template as shown in Figure 4. l ca T"emplau 4 en Anchor bolt wvth 2 hexagonal nuts NOTE: It a loop -type refuel detector will x be a d, a separate conduit must be dedicated for the loop cubic. Material Required Concrete. 6 cubic feet 4. Hold the template steady. and fill the / Figure 1. SPP' Speaker Post hole with cuncretc to the lwnom of r on concrete foundation the template. Smooth the concrete. Procedure it away from the template towm'd Uc form for proper drainage. and allow It , • •, - 1. Position the foundation so that water ----- to dry. - will drain away, from the base of the After the concrete has dried, remove the speaker post. The top surface of the svno,r upper nuts and template from the foundation must be six to ton Inches rch- !!ales. tc�u "' vi Much- above the surface of the drive-thru lane. The side of the foundation must a'td'"n `•' be 2 feet or less from the vile of Lire drive-thru lane. and parallel to the flgare 4. teelpbte, shelter bolt sal lane as shown in Figure 2, paddans, In hele Yn' w:u' 1!dY �tl rpnn Build a 24 x 24 inch form with its top I-,\ cc-, six to ten inches above the surtnce of i _ the drive-thru lane_ Dig a hole in the - ground to a depth IS inches below r'ti tic top of the farm for pouring the w.s: concrete locmdaticin shown in Figure 1. F(Care 2 T3pkat s8c far caecteh hra4aden NOTE: In environments where permafrost is a problem. such as in northern Canada or Alaska, different conerete foundation measurements may be required than those In the ea'em of an electrical power outage - shown in Figures 1 and 2. The foundation must be set below the frost line, which Such ore 1'mm a lightning stoma or poivet grncralor failure. if you expectance problcnit web your tlMf: varies. depending on location. A fibre form can be used for pouring the concrete to yuipmcnt after the decerinaty comes on again unplug the Af power m6iac,R firm their electrical the desired shape and size. outlets. then plug than back in. Hf: ELECTRONICS. INC. 14110 Stow Drive- Ioz+ray, CA 920611 USA . Phuar. 14M-84"468 Fax (858) f!• -0172 »re.a+ua ore G rAIX SPP2 Speaker Post for Cie x Urw Thru Ca#nmLmicauon t 1 M'a 'l g T Tj+ h: Ihngmn Specifications -- 2 Speaker Post am Speaker ML "oij kit' :- Uglnmg k+t-' Mrcrr?prgrx-• 'sow Separatety •'Opi—I kfad+erical Dinionsio : > H-o' 43- (1 m Wt: i Wxhft B' Q03 mint s Depth T (M mm) Call toll-frM (coo) h4b 4468 or your; wth ized HME dealrx for more information. About HME IaS f3rctrm,Kw ka-. per• D b the lead.) f,r+mb M rlNrNrwt.lreYry �,f wkAinm for quick sttaicc revausns Olr vnrcieu nE,talw,ayvnm,mew:-oru Hansa, sactrny sysrLYns and sauna procyamt have helped bvslnasses worichi inip a arnratonas! arz,.ac ts.aas lret,amal in 1971, HME aewiops, martutactures, marlins and scnvtces a cc npu,*,LY 1- .1 drwP .slid mmay 70 erxx'rka-ldvkko let Fla Wi, ko-14110U.-'G-V• yCA VM4 I1!5A�1 -I-.-I IlL OW M AAA v fasia 535 anon; fAx(e5a1 sWalso nroa.ae Border Foods Digital Menu Board Checklist Timeline- DMB should be scheduled to be Instatied at least 3 business days before hand-off of restaurant to Ops team/Sorder Foods. This requires all prep work for completed 2 business days prior to Install. (See below In SOW,) Example: If a store Is being handed off on Friday the 28' the DMB install should be Installed no later than Tuesday EOD the 25". ThL: would been prep work would need to be completed on Friday the 21". (See below under SOW for details.) Starting 4 weeks prior to DMB Install we need weekly update from Project Manager/Contractor verifying site will be ready per scheduled dates and timeline. K not, we need to have updated schedule, so we can adjust Installer's dates. Technology Dept. will caordinale with Stratarache and Technology Installers to verify Network will be up day prig. (Please see Technology SOW so building is ready for Technology Imtall in office day before OMB Install.) SOW - "INSTALL CANCELLATION/RESCHEDULE/REVISIT FEE - Notification of install cancellation or reschedule is required no lacer than 4PM EST 2 business days before scheduled install date to avoid a $400 C.—Itirtfon Penalty. If the DMB Install team arrives on site and the site is not ready of does not meet the DIMS Installation Requhements on the day of your install, a $400 RrMsh Pena" will be applied" Stratacache requires a response to each item below no later than 4pm EST 2 business days prior to scheduled Install. The contractor Is responsible for verify all hems are ready for Stratacache Install team. Outside DMB Requirements: Here are the additional Requirement for Outside DMB. 1. PNOTOS: Have you cmalled your footers lob Prep Photos showing the outside Footers with Conduit runs set up per spec.? (these photos am required prior to the install team arriving omite)? These should be emalled to idmbtacobellp_trstncache.com. and cc DMA�a'.b++Ld Mood;.cam. 2- FOOTER PREP: Are all looters and anchor bolts in place f?er plan? 3. POWER: Does the site have Permanent Power to the building and to the menu board? Must be dedicated always on circuit NOT shared with lot lights. 4. CATC (3) Cat6 cables run In continuous lines from network switch to and through conduit and sealed so they are not damaged before install. S. NETWORK: Network will be up and Installed no later than day before Install. 6, REVIEW: Review the attached Site Readiness Requirements document to ensure the she is ready for your install. I INFORMATION THIS DETAIL I t t 1 I i FOR REFERENCE ONLYPRELIMINARY FOOTING SIZE: I ! I t . , 1 11 11 i ! 1, 24"x24k60" , ! 11 G.C. TO OBTAIN FINAL I I l i 11 t 11 1OBTAIN FINAL t 1 11 SPECIFICATIONS AND I I 1 1 I ETAILS FROM 1 REQUIREMENTS FROM 11 11 DVENDOR/SUPPLIER PRIOR TO i l i SUPPLIER AND COORDINATE I i PROCEEDING WITH ANY i 1 i I WITH LOCAL FROST DEPTH 11 CONSEQUENTIAL WORK. I i i t REQUIREMENTS t 1 &m&"el� A R C H I T E C T 5 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489.3004 ENDEAVOR - SUCCESSOR 32 SEATS / 2,460 S.F. PROJECT NO.: DRAWN BY CHECKED BY: ISSUES AND REVISIONS: TB21-33 KDI GGD CITY PLANNING REVIEW: rA.04.2022 P N _.cTR VO SITE DETAILS A 102 2 1 ' _ = SPEAKER BOX TACO BELL, MONTICELLO, MN d d O'- c^' d d - d d d d O• d d d d c o c o c' c o o c - - •- - •- ,- .- ., .a, .- n. w ... ti .., ti a .- .- c o c d O d d d d N d d d d d d d d d d d d d d d O• d c' rr C d cr ar d r d d d d d O tY C O• tY d d' O• d Gr L•• C� d - d d �• d d d w C d •., o m a .a M M a a . m { 4 .- C d a' d c• d d d I rJ ,.tie M ar -r ,e' M .• M d C d � u w a w m� a •A �. m a o � a � � m u .n m w �r m « m ~~ u - - c fu n W � m ( � .. m ,a � o � _. '� o � ;., ,. .- o- u s o• c a, ", r - - - es ti � eat o• .� F ,. ... a .r ,,, .. c. �o .v � e. �>� rn o a` .. a, � a. d c r d •- -' '- I ee, neLL. w M « v Or a• .-. M G3118bN} s 1 _ c• ?- - rdnNOlbl i..r k� (,s• /[� «•• d d d C ^ d d O' M �• w I e. s oo/�Ir� ��a.P :a' W'V . m a' d d •. I v 1lJJ C C d d M .p w' 1; J :d u'• w• d � 9 d d ' d d ae, I in ! ..{ e. ,. •-J m x m -r c .- tF v "a• aJ .. d d d C d M ,3" {��-eJ rw• M M M M too' f.a' tJ 4• er V d - ar U• P• o� : :J K M � « J tJ .(� O• O• d aY - O• d i. ._ :: tJ tJ M M M M M ^� ✓ M d d c,� ` h- v BUILDING �% 1U31M ., n a' d c w . ADDITION t _ _ a a 590 SF d d FFE=951.42 N d d n d M e.r • rang r w\ ._ .- ... . ,.. o: 'o ti w p U > L Ln m_ - s W m _ d c• d w r d o• � d c• I M � M N C d N d cau v ' «• a. U I r ij :t dF,c nut `-r1• rJ M M cY' d cr c• s m• Vt n' d cr tr - .�• cr •� .-• m •c o o - �_/'r- '\�`-`---_ .� a •. a .. ... c o � c. w - c.• d .a tr d s c. c c - .- �- ..• W .., <.. u a. > v +.� � r s �. m m v- c m a .- - o c c o o c c Fo o d d _ c•d d - r C eA d d O a d C a' f- � n., µ � t. d P d O• d O• W d d d O d d O d/ C o O � d d 5 Calculation Summary EXTENDED S I3fiIVE-THRU SURFACE 2V455183 06Nin N.A. 38H n LIGHT LEVELS ARE MAINTAINED FOOT-CANDLES, INITIAL LEVELS ARE SLIGHTLY HIGHER .....-...-_.._...._.-._..._d_._.._......-.__------_._------------------_... I,1:minaize Schedule ---- ------------------ -- --------- - - -- - - - - - - - - - ---- - - - -_ -—�—T-__-___-----�----- Symbol Qty Label Arrangement ________r________________________ Luminasze; LLF p Luma nai ze Descri tiara - i I Lumens watts I TACO BELL S A SINGLE 12392 :0.9-0D �135 T- -- CL1-H-60.. U 4A-4-DBT-BC / SfiS-22.5-90 O1-A-2-DBT � 124 E. 7TH ST. , B :SINGLE S::.J_'' - . _135 ........ . C60UM/225402 MQNTTCELiO, MN� NOTE: LIGHT LEVEL AT THE PROPERTY LINES NOT TG EXCEED 1.0 FOOT-CANDLE PREPARED BY: JOHN BUJAKE FIXTURE HEIGHT NOT TO EXCEED 25' A.F.G. ACCUSERV LIGHTING & EQUIPMENT FIXTURES ARE 135W 4000K LED 877-707-7378 FIXTURE A HAS BACKLIGHT CONTROL jbujake@accu-se.v.com POLES ARE 22'-6" WITH AN OVERALL FIXTURE HEIGHT OF 25-0" A.F.C. MARCH 25, 2022 1 I SITE LIGHTING PHOTOMETRIC VIPER L 1"" Tom, uawswwwaxarAc � � SPWIPDATDNS Irde„daE ll.e, Contobpvtb,w The Beacon ViDei bmkrks a araAW b two •Avabbi—tn an pliuulDawve rnhs,d ciao m *he xide.h— of fi1nM UD wood/.,. w,d9udbn. and ap..l dedr w4i n. oeel9ned 1..Phoa flm 19 aay to 100M AH W S. tPPI.If ion aenanr a.patle of da[eckng mdI n3r10•uowd the kunnot. V,hn 11 melon u ddeefed for the tkn• uP o, Union— we Ubk for xd boob no .pa oMod the md'on n.p onae"orn red— in. to f kv.L Cgleinidli a wafter owny Paw[ xdualg the k9H krw.eoad".. 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SPECS BASED ON SITE SPECIFIC j `SOLE HEIGHT AND LOCAL CODE REQUIREMENTS-_-_-_z___d____-:-rr svi 10' (SID) 1 v W " STL. BASE PLATE 1 70a }' STL. LEVELING PLATE J' SPACE, NO GROUT 9Z BOLT CIRCLE (STD) 11" BOLT CIRCLE (+100 p MPH WIND) j"STL. BASE PLATE (STD) 1' (100+ MPH WIND LOADS) ON D A j' THK. LEVELING PLATE. 1- DIA. BOLT HOLES (STD) 171i DIA BOLT HOLES (WIND) 4` SO. STL. LIGHT POLE (STANDARD) BASE PLATE 5" SO. STL. POLE If 00+ WIND LOAD AREAS) 3" x 3" HOLE IN BASE AND 2' HAND HOLE LEVELING PLATE FOR CONDUIT W/COVER ACCESS IZ ABOVE BASE (4) �X24"X4" ANCHOR BOLTS W; 2-3/4" MIN, BOLT PROJECTION (STD). (4) 1 `X36"X4" ANCHOR BOLTS W/ `v 3}' MIN. BOLT PROJECTION (100+ MPH WINDS) 2'-6" HIGH RIGID FIBER FORM (SONOTUSE) FORM FILLED WITH CONCRETE. TOP OF PAVEMENT (4) #5 BARS w,/ # 3 TIES ,i : 12' - w o LOCATE ALTERNATE LOCATIONS F FROM A.B. c, j HEAVY WALL CONDUIT EXTEND TO BUILDING ELECT. SERVICE J NOTES m 1. FOUNDATION SHOWN IS A TYP. DESIGN. WIND LOADS OF MORE tL THAN 100 MPH & UNSTABLE SOIL 0 CONDITIONS MAY REQUIRE AN Z ALTERNATE DESIGN. VERIFY CONDITION OF SOILS WITH SOILS REPORTS. 4 2. FOUNDATIONS SHALL EXTEND FOUNDATION BELOW FROST DEPTH PEP, LOCAL CODES. 2 N— LIGHT POLE FOUNDATION DETAIL fim &"els A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name <R.7SCil0lPG1. - •. - TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489.3004 ENDEAVOR -SUCCESSOR 32 SEATS / 2,460 S. F. PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: TB21-33 KDI GGD CITY PLANNING REVIEW: 04.04.2022 G SITE LIGHTING PHOTOMETRIC A103 TACO BELL, MONTICELLO, MN CM A301 24'-0 1/4' 5-F, -3 1;4 12-0 1 3'-8 3/4 3-10 1/2" -1 3;4 R.O. R.O r--*--------' r I 1 1 I 1 1 1 — I 1 1 1 1 I I 1 L T________.11 L TRASH _____—__—_ a----------� - r—L 1 1 i 1 1 i tc' I 1 1 i 1 1 I I 14-101/4 8-3 1-41/4° ' l.\—� -------------- li w `✓ESTIBULE li 1 I - DRY STOR. I F------------------I EO. 6-&' EO. --___- 2 (E) V.I.F. A301 O LLOOLER 2 6'-0 3.4 ".�- -1Ir a '• n a — —� TB CO-_O-_K�(-_ — _.r.I�—�l —�I — �Ii1'' — -- r/-4 6 I�IIIIII �IIIIII8IIIIII 3/4 WOMENS `> MENS WAHING J 7-512 4-9' SERVING .II IIII. A30G � LI(C' _,.J lIIIII 7 8 3:4 Oo � 00 LO OL]ED 3'-9 1/4` -- e L — i KITCHEN I ��' I I I j I I OFFICE RIVE-THRU I I - � _ 0 1 - - -- O---- -----� I I 1 4-4-1 3-01/2 I RO I L — — — — — — — — — — J •'Y 1 A3rwJ _ I 1 14 1-0 FLOOR PLAN TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOP, ADDITIONAL INFORMATION. EXISTING WALL TO REMAIN WITH NEW 3 1/Z'' OR 5 11Z UNFACED FIBERGLASS BATT INSULATION IF NOT CURRENTLY EXISTING, G.C. TO VERIFY. WALL INFILL AS REQUIRED. NEW CONSTRUCTION TO MATCH EXISTING ADJACENT WALL CONSTRUCTION. NEW TO BE FLUSH WITH EXISTING. (ASSUME WOOD FRAMING) TYPICAL NEW INTERIOR WALL: 2X4 WOOD STUDS AT 16" ON CENTER, (2X6 OR 2X8 WHERE INDICATED). SEE NOTES BELOW FOR SUBSTRATES REQUIRED. INTERIOR SOUND -RATED WALL: TYPICAL INTERIOR WALL WITH 3 112" OR 5 1/2', UNFACED FIBERGLASS BATT INSULATION. TYPICAL NEW EXTERIOR WALL: 2X6 WD. STUDS AT 16' O.C. WITH SHEATHING AS SCHEDULED AND R-21 FIBERGLASS BATT INSULATION U.N.O. WALL SUBSTRATES: • DINING ROOM: 1/2' GYPSUM BOARD FROM TOP OF SLAB TO 6" ABOVE CEILING HEIGHT U.N.O. (NOTE: 112" CEMENT BOARD TO BE SUBSTITUTED FOR GYPSUM WALL BOARD FOR THE FIRST 5' FOR BASE TILE APPLICATION.) PROVIDE 1/2' CEMENT WALLBOARD FROM TOP OF SLAB TO TOP OF WALL TILE FINISH ON WALLS SCHEDULED TO HAVE WALL TILE. • KITCHEN WALLS: 112" CEMENT WALLBOARD FROM TOP OF SLAB TO 12. 1/2" CDX PLYWOOD FROM 12' TO U ABOVE CEILING HEIGHT U.N.O. • RESTROOM WALLS: 1/2' CEMENT WALLBOARD FROM TOP OF SLAB TO TOP OF WALL TILE FINISH WITH 5/S HI -IMPACT BRAND XP WALLBOARD, TYPE X CORE FROM TOP OF CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.N-0. (NO SUBSTITUTIONS ALLOWED) DIMENSIONS 1. DIMENSIONS INDICATED THIS PLAN ARE FROM F.O. SHEATHING TO F.O. SHEATHING. 2. DIMENSIONS NOTED AS "CLEAR" OR "HOLD' ARE MIN. REO'D. NET CLEARANCE FROM FACE OF WALL / WAINSCOT FINISH. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING. WINDOWS / DOORS: 1. SEE SHEET A000 FOR WINDOW AND DOOR SCHEDULE. 2. FIELD VERIFY ALL ROUGH OPENING DIMENSIONS, FINISH SUBSTRATES: 1. PROVIDE 112" THICK CEMENTITIOUS BD. FROM FLOOR SLAB TO 5' OR 12" AFF- PER 3/A200. IN LIEU OF GYP, BD. AT ALL WALLS EXCEPT SHEARWALL SURFACES, U.N.O. 2. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS. 3. ALL BACK OF HOUSE AND OFFICE WALLS SHALL HAVE 112" CDX PLYWOOD SUBSTRATE, U.N.O. 4. PROVIDE 1/2' THICK CEMENTITIOUS BOARD ON WALLS WITH NEW TILE FINISH. SEE INTERIOR ELEV. FOR LOCATIONS. 5. SKIM COAT ALL WALLS IN VESTIBULE, DINING, CUSTOMER, SERVICE AND RESTROOMS THAT WILL NOT BE TILED OVER OR WAINSCOTTED. PROVIDE "LIKE NEW' FINISHED CONDITION FOR PRIMER AND PAINTAS SCHEDULED. 2 I FLOOR PLAN KEYNOTES ' DECOR: 1. SEE A203 FOR FLOOR FINISHES. 2. SEE A204 FOR CEILING FINISHES. 3. SEE A205 & DECOR PACKAGE BY DECOR VENDOR FOR SEATING PLAN AND DETAILS. 4, SEE A6rci & A601 FOR WALL FINISHES, GENERAL: 1. DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON NON -BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. 2. ALL ATTACHMENTS MADE THROUGH EXTERIOR WALL SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH. 3. ALL PENETRATIONS THROUGH EXTERIOR WALL SHALL BE SEALED USING MFRS. APPROVED METHOD. 4. REFER TO EXTERIOR ELEVATIONS (SHT. A300, A301) FOR EXTERIOR FINISHES, AND ROOM FINISH SCHEDULE (SHT. A203) FOR INTERIOR FINISHES. 5. AFTER DEMOLITION BUT BEFORE STARTING NEW CONSTRUCTION, VERIFY EXTENTS OF DAMAGED AREAS AND COORDINATE WITH TENANT THE EXTENTS OF REPAIRS. 6. PROVIDE EXTERIOR ADDRESS NUMBERS AS REQUIRED BY LOCAL AUTHORITY. 7. GENERAL CONTRACTOR SHALL PROVIDE A CLEAR SILICONE SEAL JOINT AT ALL PERMANENTLY MOUNTED EQUIPMENT, COUNTERS, AND CEILING GRID THROUGHOUT ENTIRE STORE. MASKING TAPE SHALL BE USED ON JOINTS EXCEEDING 1/4' TO PROVIDE A" COVED' CORNER. 8. G.C. TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING WORK. fim " i-elo A R C H I T E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels oom I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO. MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7256 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone 763.489.3004 ENDENVOR SUCCESSOR 32 SEATS 2,460 S.F. PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: T821-33 KDI GGD CITY PLANNING REVIEW: 04.04.2022 s Q _ .e-'CFZ FLOOR PLAN A200 3 I WALL LEGEND 4 I FLOOR PLAN NOTES TACO BELL, MONTICELLO, MN �1--------- T O.75 TO'NER (MATCH EXISTING UPPER PARAPET) �17 T.5O PARAPET (MATCH EXISTING LOWER, PARAPET) Y O. I.(EB. ) WINDOW / O. TRIM BOARD AND EYEBROW 0 4' S" Y T.O. TRIM BAND AT TOWERS 1'-10 1(2"- 5 -. E)WINDOW--------------- 0Orj - — - — - — - — - — - — - — - T.O. (E) SLAB 1 I 14 1-o WEST EXTERIOR ELEVATION SYMBOL AREA MANUFACTURER COLOR ALTERNATE MFR. NOTES 1I MAIN WALL COLOR SHERWIN WILLIAMS PAINT WORLDLY GRAY (SW7043) SEMI -GLOSS STO CORP. - ❑2 ACCENT WALL COLOR SHERWIN WILLIAMS SEMI -GLOSS PAINT CYBERSPACE (SW7076) STO CORP. -- ❑3 ACCENT WALL COLOR SHERWIN WILLIAMS PAINT AGED WHITE (SW9180) SEMI-GLOSS STO CORP. -- ❑4 ACCENT WALL COLOR SHERWIN WILLIAMS PAINT SW PURPLE (TB2 ,03C) SEMI -GLOSS STO CORP. 24 GA GALVANIZED - CYBERSPACE F1 CONTINUOUS PARAPET CAP _ (SW7076) KYNAR 500 COATING ❑6 CEMENT SIDING JAMES HARDIE HARDIE PLANK LAPSIDING SELECT CEDARMILL - COLOR WORLDLY -- 4 EXPOSED LAP GRAY (SW7043) ❑7 PIPE BOLLARD SHERWIN WILLIAMS DOT YELLOW -- - �8 AWNING SIGNAGE VENDOR BLACK BY SIGNAGE VENDOR -- ❑9 HARDIE TRIM JAMES HARDIE HARDIE TRIM 5/4 SMOOTH 1" X 55 - PAINT CYBERSPACE (SW7076) -- -- SEMI-GLOSS 10 HOLLOW METAL DOOR,' ELECTRICAL EQUIPMENT SHERWIN WILLIAMS PAINT WORLDLY GRAY (SW7043) SEMI -GLOSS PRE -FINISHED (COLOR TO MATCH 11 OVERHEAD DOOR WORLDLY GRAY (SW7043)) PROVIDE COLOR SAMPLE TO ARCHITECT FOR APPROVAL 12 SCUPPER / DOWNSPOUT PRE -FINISHED- BLACK, SEMI -GLOSS -- 7 EXTERIOR FINISH SCHEDULE MISCELLANEOUS: 1, SEE SCOPE OF WORK FOR RESONSIBILITIES. 2. PROVIDE BLOCKING FOR SIGNAGE, TRELLIS AND CANOPY. 3. DURO-LAST TERMINATION BAP, SHALL BE DARK BRONZE. 4. OWNER REPRESENTATIVE WILL IDENTIFY WHICH PAINT SPECIFICATION WILL BE PRIMARY. SEALERS (REFER TO SPECS): 1. SEALANT AT ALL WALL AND ROOF PENETRATIONS, 2. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD, SILL AND JAMB. 3. DO NOT APPLY SEALANT AT WINDOWSILL WEEPS. ODENOTES EXTERIOR FINISH. O DENOTES KEYNOTES. 0 DENOTES SIGN / CANOPY ITEMS - VENDOR SUPPLIED AND INSTALLED 8 GENERAL NOTES Q QTY. ITEM 2 CAMO PATTERN - PURPLE - EXPRESSION PANEL 3 CAMO PATTERN - PURPLE - EXPRESSION PANEL .si 2 CAMO PATTERN - PURPLE - EXPRESSION PANEL 9 EXTERIOR ARTWORK SCHEDULE NOTE: THE INTENT IS THAT COLOR CHANGERS OCCUR AT INSIDE CORNERS, U.N.O. $ N.T.S. ACCENT BAND COLOR TRANSITION I'7- T.O. PARAPET (MATCH EXISTING LOWER PAP,APETj 8' 5' t B.O. TRIM BAND (ALIGN WITH T0. (E) WOW. HEADj 8-0" T.O. OVERHEAD DOOR HEAD T-2 1/4' - — - — - — - — - — - T.O. REAR SERVICE DOOR HEAD R.O. 2' 5' T.O. TRIM BAND ------------ ___ 00 T.O. (E) SLP,B0 PROVIDED BY G.C.: PURPLE WALL WASH ELEC. SERVICE WITH LIGHT FIXTURE - WHIP TO POWER PROVIDED BY SUPPLY FIXTURE SIGNAGE VENDOR LOCATIONS (COORDINATE FULL r J i—� REQUIREMENTS WITH FABRICATED ALUMINUM i SIGN VENDOR CUT 'Z" CLIP PAINTED TO SHEETS AND MATCH SHERWIN ELECTRICAL DRAWINGS. WILLIAMS T62603C PURPLE - PROVIDED BY SIGNAGEVENDOR G .0 o ( I WALL BUSTER FOR LED O O O o WIRE PASS THRU POWER SUPPLY - PROVIDED BY SIGNAGE VENDOR 4 11;- 1, LED WALL WASHER DETAIL <= QTY ITEM DESCRIPTION ELEC EW2881 3 3-U X 3'-10' LARGE SWINGING BELL PURPLE LOGO FAGS LIT X E032909 2 14" CHANNEL LETTERS BLACK DAY / WHITE NIGHT MEDIUM LINEAR X E034393 7 9'-U X 4'-0" DRIVE-THRU AWNING W/ 14" BLACK WHITE CHANNEL LETTERS X E01 1 SIDE ENTRY AWNING 11'-61. X 6"H. X V-4"D. BLACK (CUSTOM) E02 1 FRONT ENTRY AWNING 5'-7" L. X 6"H. X 1-4"D. BLACK (CUSTOM) X E03 2 SIDE EYEBROW (WINDOW) 12-11'L. X 6'H. X 1'-4"D. BLACK (CUSTOM) E04 2 FRONT EYEBROW (WINDOW) 5'-10'1. X 6"H. X 1 -4-D. BLACK (CUSTOM) NOTE: FINAL SIGNAGE SPECIFICATIONS AND DETAILS TO BE PROVIDED BY SIGN VENDOR. SIGN VENDOR TO APPLY FOR AND OBTAIN SIGN PERMITS UNDER SEPARATE SUBMITTAL. 5 1 SIGN / CANOPY SCHEDULE O BASE THICKNESS - 1 1/2' THICK E. 1. F.S. WITH HIGH IMPACT MESH TO HEIGHT OF U-0A.F.F. O HORIZONTAL TRIM BAND - 3" THICK E.I.F.S. PAINTING OVER E.I.F.S. / STUCCO APPLICATOR MUST DO THEIR DUE DILIGENCE WITH PREPARATION. - PRIMER: 1 COAT SW A24W8300, LOXON CONCRETE & MASONRY PRIMER -FINISH 2 COATS SW A.22-100 SERIES, A-100 EXTERIOR LATEX SATIN 16 I E.I.F.S. LEGEND / NOTES O NEW BUILDING SIGN - UNDER SEPARATE PERMIT. 24 EXPRESSION PANEL. SUPPLIED BY OWNER, INSTALLED BY G.C. O METAL AWNING PROVIDED AND INSTALLED BY SIGN VENDOR. 25 NEW VERTICAL HARDIE TRIM BOARD. O NEW 1 112" DRAINABLE E.I.F.S. (TYP.) OVER SHEATHING. O EXISTING PIPE BOLLARD TO REMAIN. PAINT AS SCHEDULED. O NEW HORIZONTAL TRIM BAND, PAINT FINISH SHOULD BE APPLIED TO TOP, BOTTOM, 27 EXISTING CO2 TANKS TO REMAIN. DO NOT PAINT, AND FACE OF BAND. SEE DETAIL 3/A300 FOR ADDITIONAL INFORMATION. 28 EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP. O NEW HARDIE TRIM BOARD. ALIGN WITH TOP OF EXISTING DINING ROOM WINDOWS. ® NEW ALUMINUM ROOF ACCESS LADDER AND DOOR. (DO NOT PAINT) SEE DETAILS 16 O CEMENT BOARD SIDING. AND 17/A500. O NEW E.I.F.S. CORNICE, PAINT AS SCHEDULED. ® NEW LOCATION OF EXISTING IRRIGATION. (D NEW E.I.F.S. WINDOW SILL, PAINTAS SCHEDULED. 31 NEW LOCATION OF EXISTING UTILITY BOXES. O PREFINISHED PARAPET COPING, O NEW HOSE BIB LOCATION. 10 EXISTING ALUMINUM WINDOW FRAMING TO REMAIN. PROTECT FROM DAMAGE. NEW GLAZING TO BE INSTALLED IN EXITING FRAME, PROVIDE NEW WINDOW SEALANT PER O DRIVE-THRU CANOPY WITH SIGN LETTERS PROVIDED AND INSTALLED BY SIGN VENDOR,. G.C. TO PROVIDE BLOCKING IN WALL. GENERAL NOTES SECTIONS. 11 SCUPPER, COLLECTOR, AND OPEN FACE DOWNSPOUT. PROVIDE WITH FACTORY POWDER COAT OR KYNAR 500 PAINT FINISH - COLOR AS SCHEDULED (BOTTOM OF DOWNSPOUT TO BE 6,& ABOVE GRADE). 12 NEW DRIVE-THRU WINDOW AS SCHEDULED. 13 NEW ALUMINUM FRAMED ENTRY DOOR. SEE SHEET A000 FOR ADDITIONAL INFORMATION. 14 NEW REAR SERVICE DOOR. PAINT AS SCHEDULED. 15 EXISTING ELECTRICAL EQUIPMENT TO REMAIN - PAINT AS SCHEDULED, 16 EXISTING GAS METER LOCATION TO REMAIN - DO NOT PAINT. 17 EXISTING HOSE BIB LOCATION TO REMAIN. 18 OVERFLOW SCUPPER BY G.C. - PROVIDE OPENING PER MINNESOTA STATE CODE AT HEIGHT NOT TO EXCEED MAXIMUM PONDING WATER FOR WHICH THE ROOF STRUCTURE WAS DESIGNED FOR BY CODE. 19 NEW OVERHEAD DOOR AS SCHEDULED. EXISTING ROOF DRAIN TO REMAIN. PROTECT FROM DAMAGE. 21 WALL PACK LIGHT FIXTURE, O NEW UP -DOWN CYLINDER WALL SCONCE LIGHT FIXTURE. 23 PURPLE LED WALL WASH LIGHT FIXTURE. PROVIDED AND INSTALLED BY SIGNAGE, VENDOR. SEE DETAIL 4/A300 FOR ADDITIONAL INFORMATION. PROVIDE ELECTRICAL AS REQUIRED, COORDINATE WITH SIGNAGE VENDOR.. ' 10 EXTERIOR ELEVATION KEYNOTES A R C H IT E C T S 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date "A0 '' * -TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489.3rjrj4 ENDEAVOR - SUCCESSOR 32 SEATS 12,460 S.F. PROJECT NO.: DRAWN BY: CHECKED BY: ISSUES AND REVISIONS: TB21-33 KDI GGD CITY PLANNING REVIEW' rj4.04.2022 74 PIL N Q G EXTERIOR ELEVATIONS A300 TACO BELL, MONTICELLO, MN �157 T O. PARAPET (MATCH EXISTING LOWER PARP.PET) B.O. TRIM BAND (ALIGN WITH T.O. (E) WDW. HEAD] Y 1.0. DRIVE-THRU WINDOW __________ B.O. DRIVE-THRU WINDOW 2 5' T.O. TRIM BAND o a' T.O.(E)SLAB — — — — — — — — — — — — 1 I 14 1 EAST EXTERIOR ELEVATION SYMBOL AREA MANUFACTURER COLOR ALTERNATE MFR. NOTES MAIN WALL COLOR SHERWIN WILLIAMS PAINT WORLDLY GRAY (SW7043) SEMI -GLOSS STO CORP. - ❑2 ACCENT WALL COLOR SHERWIN WILLIAMS PANT CYBERSPACE SW7076)SEMI-GLOSS STOW CUP.P. ACCENT WALL COLOR SHERWIN WILLIAMS PAINT AGED WHITE (,SW9180) SEMI-GLOSS STO CORP. -- ❑4 ACCENT WALL COLOR SHERWIN WILLIAMS RAJ NT SW PURPLE (TB2603C) SEMI -GLOSS STO CORP. - 24 GAGALVANIZED - CYBERSPACE ❑5 CONTINUOUS PARAPET CAP _ (SW7076) KYNAR 500 COATING FqCEMENT SIDING JAMES HARDIE HARDIE PLANK LAPSIDING SELECT CEDARMILL- COLOR WORLDLY 4' EXPOSED LAP GRAY (SW7043) ❑7 PIPE BOLLARD SHERWINWILLIAMS DOTYELLOW -- - FIAWNING SIGNAGE VENDOR BLACK BY SIGNAGE VENDOR -- - OHARDIE TRIM JAMES HARDIE HARDIE TRIM 5/4 SMOOTH 1" X 5.5` - PAINT CYBERSPACE (SW7076) - -- SEMI-GLOSS 1p HOLLOW METAL DOOR / ELECTRICAL EQUIPMENT SHERWIN WILLIAMS PAINT WORLDLY GRAY (SW7043) SEMI -GLOSS PRE -FINISHED (COLOR TO MATCH 11 OVERHEAD DOOR - WORLDLY GRAY (SW7043)) PROVIDE COLOR, SAMPLE TO ARCHITECT FOR _ APPROVAL 12 SCUPPER / DOWNSPOUT - PRE -FINISHED - BLACK, SEMI -GLOSS -- -- 7 EXTERIOR FINISH SCHEDULE MISCELLANEOUS: 1. SEE SCOPE OF WORK FOR RESONSIBILITIES, 2. PROVIDE BLOCKING FOR SIGNAGE, TRELLIS AND CANOPY. 3. DURO-LAST TERMINATION BAR SHALL BE DARK BRONZE. 4, OWNER REPRESENTATIVE WILL IDENTIFY WHICH PAINT SPECIFICATION WILL BE PRIMARY. SEALERS (REFER TO SPECS): 1. SEALANT AT ALL WALL AND ROOF PENETRATIONS. 2. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD, SILL AND JAMB. 3. DO NOT APPLY SEALANT AT WINDOWSILL WEEPS. DENOTES EXTERIOR FINISH. O DENOTES KEYNOTES. DENOTES SIGN / CANOPY ITEMS - VENDOR SUPPLIED AND INSTALLED 8 1 GENERAL NOTES 0 QTY. ITEM 0 2 CAMO PATTERN - PURPLE - EXPRESSION PANEL 0 3 CAMO PATTERN - PURPLE - EXPRESSION PANEL 2 CAMO PATTERN - PURPLE- EXPRESSION PANEL 9 EXTERIOR ARTWORK SCHEDULE 13 I NOT USED 17'-5' = T.O. TOWER (MATCH EXISTING UPPER PARAPET) T.O. PAH,APET (M(MATCH EXISTING LOWER PAP'APET) ________ 8-5.'--l� T.O. IE) WINDOW / B.O. TRIM BOARD AND EYEBROW --------------- 4 6"� T.O. TRIM BAND 1'-10 1 /2. _ B.O. (E) WINDOW rJ __-------------- T.0.(E)SLAB 14 I NOT USED I 0 QTY ITEM DESCRIPTION ELEC E032881 3 3-6 X 3-10" LARGE SWINGING BELL PURPLE LOGO FACE LIT X E032909 2 14" CHANNEL LETTERS BLACK DAY/ WHITE NIGHT MEDIUM LINEAR X E034393 1 9'-0" X 4-0DRIVE-THRU AWNING W/ 14' BLACK WHITE CHANNEL LETTERS X E61 1 SIDE ENTRY AWNING 11'-61. X 6"H. X 1'-4' D. BLACK (CUSTOM) E02 1 FRONT ENTRY AWNING 5'-7"L. X 6'H. X 1' 4"D. BLACK (CUSTOM) X E03 2 SIDE EYEBROW (WINDOW) 12-11"L. X 6'H. X 1-4 D. BLACK (CUSTOM) E04 2 FRONT EYEBROW (WINDOW) 5-10-L. X 6°1­1. X 1'-4'0. BLACK (CUSTOM) NOTE: FINAL SIGNAGE SPECIFICATIONS AND DETAILS TO BE PROVIDED BY SIGN VENDOR. SIGN VENDOR TO APPLY FOR AND OBTAIN SIGN PERMITS UNDER SEPARATE SUBMITTAL. 5 SIGN / CANOPY SCHEDULE �./ NEW BUILDING SIGN - UNDER SEPARATE PERMIT. O METAL AWNING PROVIDED AND INSTALLED BY SIGN VENDOR. NEW 1 112" DRAINABLE E.I.F.S. (TYP.) OVER SHEATHING. O NEW HORIZONTAL TRIM BAND. PAINT FINISH SHOULD BE APPLIED TO TOP, BOTTOM, AND FACE OF BAND. SEE DETAIL 3/A300 FOR ADDITIONAL INFORMATION. NEW HARDIE TRIM BOARD. ALIGN WITH TOP OF EXISTING DINING ROOM WINDOWS. © CEMENT BOARD SIDING. O NEW E.I.F.S. CORNICE, PAINT AS SCHEDULED. OS NEW E.I.F.S. WINDOW SILL, PAINT AS SCHEDULED. O9 PREFINISHED PARAPET COPING. (�D EXISTING ALUMINUM WINDOW FRAMING TO REMAIN. PROTECT FROM DAMAGE. NEW GLAZING TO BE INSTALLED IN EXITING FRAME. PROVIDE NEW WINDOW SEALANT PER GENERAL NOTES SECTIONS. 11 SCUPPER, COLLECTOR, AND OPEN FACE DOWNSPOUT. PROVIDE WITH FACTORY POWDER COAT OR KYNAR 500 PAINT FINISH - COLOR AS SCHEDULED (BOTTOM OF DOWNSPOUT TO BE 6°-8` ABOVE GRADE). 12 NEW DRIVE-THRU WINDOW AS SCHEDULED. 13 NEW ALUMINUM FRAMED ENTRY DOOR. SEE SHEET A000 FOR ADDITIONAL INFORMATION. 14 NEW REAR SERVICE DOOR. PAINT AS SCHEDULED. 15 EXISTING ELECTRICAL EQUIPMENT TO REMAIN - PAINT AS SCHEDULED. 16 EXISTING GAS METER LOCATION TO REMAIN - DO NOT PAJNT. 17 EXISTING HOSE BIB LOCATION TO REMAIN. 18 OVERFLOW SCUPPER BY G.C. - PROVIDE OPENING PER MINNESOTA STATE CODE AT HEIGHT NOT TO EXCEED MAXIMUM PONDING WATER FOR WHICH THE ROOF STRUCTURE WAS DESIGNED FOR BY CODE. 19 NEW OVERHEAD DOOR AS SCHEDULED. ® EXISTING ROOF DRAIN TO REMAIN. PROTECT FROM DAMAGE. 21 WALL PACK LIGHT FIXTURE. O NEW UP -DOWN CYLINDER WALL SCONCE LIGHT FIXTURE. 23 PURPLE LED WALL WASH LIGHT FIXTURE. PROVIDED AND INSTALLED BY SIGNAGE VENDOR. SEE DETAIL 4/A300 FOR ADDITIONAL INFORMATION. PROVIDE ELECTRICAL AS REQUIRED, COORDINATE WITH SIGNAGE VENDOR. OA BASE THICKNESS - 1 1/2' THICK E.I.F.S. WITH HIGH IMPACT MESH TO HEIGHT OF 6'-0" A.F.F. HORIZONTAL TRIM BAND - 3' THICK E.I, F.S. PAINTING OVER E,LF,S. /STUCCO APPLICATOR MUST DO THEIR DUE DILIGENCE WITH PREPARATION. PRIMER: 1 COAT SW A24W8300, LOXON CONCRETE & MASONRY PRIMER. FINISH. 2 COATS SW A82-100 SERIES, A-100 EXTERIOR LATEX SATIN 6 ' E.I.F.S. LEGEND / NOTES 24 EXPRESSION PANEL. SUPPLIED BY OWNER, INSTALLED BY G.C. 25 NEW VERTICAL HARDIE TRIM BOARD. ® EXISTING PIPE BOLLARD TO REMAIN. PAINT AS SCHEDULED, 27 EXISTING CO2 TANKS TO REMAIN, DO NOT PAINT. 28 EMERGENCY LIGHT FIXTURE WITH BATTERY BACK-UP. ® NEW ALUMINUM ROOF ACCESS LADDER AND DOOR. (DO NOT PAINT) SEE DETAILS 16 AND 17/A500. ® NEW LOCATION OF EXISTING IRRIGATION. 31 NEW LOCATION OF EXISTING UTILITY BOXES. QD NEW HOSE BIB LOCATION. t� DRIVE-THRU CANOPY WITH SIGN LETTERS PROVIDED AND INSTALLED BY SIGN VENDOR. G.C. TO PROVIDE BLOCKING IN WALL. 110 I EXTERIOR ELEVATION KEYNOTES I fim aniels 2145 Ford Parkway, Suite 301 Saint Paul, Minnesota 55116 651.690.5525 www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. Typed Name License Number Date TACO BELL. STORE #5714 124 E. 7TH STREET MONTICELLO, MN 55362 Owner: H & M SCHWARTZ TRUST P.O. BOX 7258 CARMEL, CA 93921 Applicant/Tenant: BORDER FOODS, LLC 5425 BOONE AVE. N NEW HOPE, MINNESOTA 55428 Contact: Nathan Wenger Phone: 763.489,3004 ENDEAVOR -SUCCESSOR 32 SEATS / 2,460 S.F. PROJECT NO.. DRAWN BY, CHECKED BY. ISSUES AND REVISIONS. T62133 KDI GGD CITY PLANNING REVIEW: 04.042022 . w ON P N G EXTERIOR ELEVATIONS A301 TACO BELL, MONTICELLO, MN Perspective 1 finndaniels A R C H 1 T E C T S 04.04.2022 124 East 7t" Street Monticello, MN 55362 TACO BELL Perspective 2 flnndaniels A R C H 1 T E C T S C-mimwim 124 East 7t" Street V4A Monticello, MN 55362 TACO BELL MINNOW bi jµ'�40� , . - Perspective 4 finndaniels A R C H 1 T E C T S �,1,w,m 124 East 7t" Street � Monticello,M N 55362 TACO BELL to MonCITYticello April 22"d 2022 Re: Taco Bell Remodel City Project # 2022-020 OFFICE:763-295-2711 FAX:763-295-4404 505 Walnut Street Suite 11 Monticello, MN 55362 The Engineering Department has reviewed the Civil Plan Set dated 12/10/21 and offers the following comments: General Comments 1. Add ADA curb ramps with truncated domes at new entrance, required due to stop sign installation. 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.monticello.mn.us Planning Commission Agenda - 05/18/2022 2C. Public Hearing - Consideration of Rezoning to a Planned Unit Development Development Stage Planned Unit Development and Preliminary Plat of Block 52 First Addition, a Proposed Mixed -Use Development (87 Residential Apartment Units and Approximately 30,000 Scl Ft of Commercial Office and Retail Use) in the Broadway and Riverfront Sub -Districts in the Central Community District (CCD). Applicant: Mark Buchholz, Deephaven Development, LLC. Prepared by: Northwest Associated Meeting Date: Council Date (pending Consultants (NAC) Commission action): 05/18/2022 05/23/22 Additional Analysis by: Community Development Director, Chief Building and Zoning Official, Community & Economic Development Coordinator, Project Engineer, Public Works Director/City Engineer, Economic Development Manager, Fire Chief ALTERNATIVE ACTIONS Decision 1: Consideration of a Rezoning to PUD, Planned Unit Development District 1. Motion to adopt Resolution No. PC 2022-32 recommending approval of rezoning of property legally described in the certificate of survey, Exhibit H, to the Block 52 First Addition, contingent upon final plat and final stage PUD approval. 2. Motion to deny the adoption of Resolution No. PC 2022-32, rezoning of a portion of property legally described in Exhibit H to the Block 52 First Addition. 3. Motion to table action on Resolution No. PC 2022-32 for additional information as directed by the Planning Commission. Decision 2: Consideration of a Preliminary Plat for Block 52 First Addition 1. Motion to adopt Resolution No. PC 2022-33 recommending approval of the Preliminary Plat for Block 52 First Addition, subject to the findings in said resolution and contingent on the conditions of Exhibit Z. 2. Motion to deny the adoption of Resolution No. PC 2022-33 recommending approval of the Preliminary Plat for Block 52 First Addition, based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. 2022-33 for additional information as directed by the Planning Commission. Decision 3: Consideration of a Development Stage PUD for Block 52 First Addition 1. Motion to adopt Resolution No. PC 2022-34 recommending approval of the Development Stage Planned Unit Development for Block 52 First Addition, subject to the findings in said resolution and contingent on the conditions of Exhibit Z. 1 Planning Commission Agenda - 05/18/2022 2. Motion to deny the adoption of Resolution No. PC 2022-34 recommending approval of the Development Stage Planned Unit Development for Block 52 First Addition, based on findings to be made by the Planning Commission. 3. Motion to table action on Resolution No. 2022-34 for additional information as directed by the Planning Commission. REFERENCE AND BACKGROUND Property: Legal Description: Lengthy, see Exhibit H PID #'s: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 Planning Case Number: 2022-010 Request(s): A. Rezoning from CCD, Central Community District to PUD, Planned Unit Development District B. Preliminary Plat (Block 52 First Addition) C. Development Stage Planned Unit Development Deadline for Decision: June 17, 2022 (60-day deadline) August 16, 2022 (120-day deadline) Land Use Designation: Downtown Mixed Use Zoning Designation: CCD, Central Community District Overlays/Environmental Regulations Applicable: NA - Survey submitted for verification outside of Shoreland Current Site Uses: Commercial / Vacant Surrounding Land Uses: North: West Bridge Park (CCD) East: Commercial (CCD) South: Commercial (CCD) West: Commercial (CCD) Project Description: The subject site is located north of Broadway (County Road 75) and west of Pine Street (State Highway 25) and overlays 2 Planning Commission Agenda - 05/18/2022 approximately 2.08 acres of land. The site is proposed to occupy the majority of Block 52 of the Townsite of Monticello, overlaying 13 of the total 16 parcels which comprise the block. The project includes approximately 30,000 square feet of ground floor commercial space, an underground parking garage (83 spaces) and 87 dwelling units (ranging from efficiency to 3-bedroom units). A rooftop open space for residents, a restaurant with a patio facing the river, a promenade along Pine Street and an open plaza at the corner of Pine Street and Broadway are also included. ANALYSIS: Land Use. The subject site is located at the northwest corner of the Pine Steet (TH 25) and Broadway (CSAH 75) intersection. The site is located on Block 52 of the Original Plat of Monticello. Block 52 is a key project area within the City's adopted Downtown Small Area Plan. The Downtown Small Area Plan incorporates a number of recommendations for this block specifically, and for the downtown generally. The following statement summarizes the goal of the Plan, and the characteristics of successful redevelopment in the downtown area: Downtown Monticello is and shall remain the heart of the community. It is the birthplace of the City and the focus of civic activity. This Plan builds off those foundational qualities with a clear vision for the future of the core blocks of Downtown. The vision includes a commitment to retaining Broadway as Monticello's Main Street, supporting existing businesses, improving connections to and relationship with the River, and creating new downtown housing opportunities along Walnut and Cedar Avenues for existing and new Monticello residents. The Plan envisions a Downtown that is lively throughout the day and into the evening, 12 months of the year. A downtown that serves many purposes for many people — including dining, recreation, celebrating, gathering, shopping, and living. The proposed mixed -use plan responds to this statement in the following ways: • The restaurant location takes advantage of the river view orientation, particularly with outdoor patio space for seasonal use. • Excluding the restaurant, more than 20,000 square feet of commercial space will remain on the ground level, with frontages t both Pine Street and Broadway. • The residential component is built to maximize connection to the river through views from most of the units. • The mixed -use nature of the project supports an active day and nightlife in the downtown area. • The layout of the building relies on a design that retains views over the parking lot areas toward the park and the river, such that the high value of the river connection is maximized. In this regard, it will be important for the City and other landowners in the area to manage future development to retain the river views. Planning Commission Agenda - 05/18/2022 • Street corner -orientation and dual -entrance for commercial uses. PUD Zoning. The project requires a planned unit development (PUD), accomplished by establishing a PUD Zoning District applicable to the subject site. The rezoning will establish a PUD over all 13 parcels. The purpose of the Planned Unit Development (PUD) zoning district is to provide greater flexibility in the development of neighborhoods and non-residential areas in order to maximize public values and achieve more creative development outcomes while remaining economically viable and marketable. This is achieved by undertaking a process that results in a development outcome exceeding that which is typically achievable through the conventional zoning district. In this case, PUD is being requested to accommodate the following: • A mixture of commercial and residential uses. • An allowance for office uses on the Broadway Street level, focusing retail uses on along Pine Street. • A residential density which exceeds 25 units per acre (41.2 units per acre are proposed) • Incorporation of the 75' building height; encompassing the CUP requirement for buildings over 50' in height or 4 stories within the CCD. • The allowance of multi -family dwellings which face Broadway. • A reduction in off-street parking supply requirements and joint -parking conditions • Cross (shared) parking and access arrangements, including those with City -retained public parking areas. The PUD also specifically provides access to the proposed redevelopment lot from Walnut Street and River Street. To fulfill PUD intention of facilitating creative development outcomes, the applicant has proposed the following: • High quality exterior finish materials and architecture (masonry, architectural metal panels and windows) • Patio, plaza and sidewalk enhancements, with City improvements to include public art • Vertical mixed -use design • Maximization of river views for residential uses; street -view orientation for commercial uses; retention of public edge and parking to river • Residential unit amenities which include the following: o Stainless steel appliances o Quartz countertops o Tile back splashes o On -site rental office o Clubroom o Fitness studio o Rooftop amenity deck o Bicycle storage o Secure package room 4 Planning Commission Agenda - 05/18/2022 Preliminary Plat. Block 52, upon which the development is proposed, is comprised of 16 individual parcels of land. Of the 16 parcels, the proposed plat occupies 13 of the parcels. The 13 parcels are currently held in ownership by the City of Monticello and Monticello Economic Development Authority. In considering approval of the preliminary plat and depending on the timing of various conveyance documents, the City and EDA will be consenting to and/or will be co -signatories to the plat. The southwest corner of the block is occupied by an existing antique store, a dance studio and a mattress store. These 3 parcels and buildings will remain as they are in lot configuration and are excluded from the subdivision. The intent of the preliminary plat is to combine the 13 various parcels into a single development site (Lot 1, Block 1, Block 52 First Addition). The proposed mixed -use project, with its residential component, is subject to a park dedication requirement. Although several public use options are built into the proposed design, no public parkland is proposed. The Parks Arts and Recreation Commission has recommended a cash payment in lieu of land according to the City's fee schedule. In a subsequent motion, the PARC recommended that the cash -in -lieu be allocated toward West Bridge Park improvements. City staff recommends approval of the preliminary plat subject to the following conditions: 1. The preliminary plat be modified to create a separate lot for purposes of retaining City ownership of the parking and access route through the site with a cross -access easement for both private and public use. Such easement shall be subject to review and approval by the City. Public cross access and parking will also be required for the parking areas which are to be conveyed to the developer. 2. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 3. Park dedication requirements of the City shall be satisfied. 4. The plat is contingent on rezoning to PUD, establishing the shared access condition to River and Walnut Streets. 5. The comments of MnDOT and Wright County shall be satisfied. If such comments require amendment to the proposed preliminary plat or development stage PUD, the developer shall address these with a complete set of plans with the Final Stage PUD and Final Plat application. Development Stage PUD Land Uses. While the developer has indicated that a restaurant use with an outdoor patio is proposed within the mixed -use building, other intended users have not been indicated at this 5 Planning Commission Agenda - 05/18/2022 point. It is expected that the proposed commercial users would be consistent with the CCD first -floor requirements, including retail and commercial/personal services users. As a condition of Development Stage Plan approval and the PUD Zoning District, it is recommended that commercial uses in the proposed mixed -use building be limited to permitted and conditional uses allowed within the CCD, Central Community District. Additionally, as part of the PUD, ground floor commercial uses along Broadway may be comprised of Professional Office uses with Pine Street frontage focusing on retail, hospitality, or entertainment uses. Access. The mixed -use project relies on three access points - one along Walnut Street via the City's public parking lot, a second along Walnut via a common alley access over private property, and a third along River Street (north of the subject site). An existing access to Pine Street (State Highway 25) has been removed as a part of this project, which the City understands to be consistent with MnDOT policy of minimizing access points to the trunk highway route. The applicants and City representatives have been in discussions as to the ultimate ownership of the current City parking lot portion of the site. The applicant has proposed the plat with private ownership, along with the remainder of the publicly acquired parcels. Staff, including the City Attorney, recommend that the public parking areas and access to these areas be platted as a separate lot and retained by their underlying City and EDA ownership. It will be critical to ensure that full public access is retained over the parking area as well as for internal access for the existing and future landowners on the block. Public ownership also allows for control over event and park public parking opportunity and the long-term use of this portion of the project. This includes the possibility of more intensive parking options, such as a parking structure. In this regard, a cross -access easement would be a component of the PUD plan. As a condition of approval, it is required that the applicants plat the public parking lot and access points to the parking lot and streets as a separate lot. Building Design. The CCD District imposes specific design requirements for buildings which have frontage along Broadway, Pine Street and Walnut Street. These requirements are as follows. Broadway • All buildings should have a storefront or entrance on Broadway. Comment: Proposed project is compliant. • Buildings shall be oriented toward the front of the lot, with a maximum 10'setback. Setbacks may be increased to accommodate outdoor seating or activity spaces approved by Planning Commission during site plan review. Such spaces shall be improved with enhanced paving and landscaping materials and other elements. Comment: Proposed project is compliant. 0 Planning Commission Agenda - 05/18/2022 • Storefronts facing any public street shall consist of a minimum of 50% window/door transparency on ground floor. Comment: Proposed project is compliant. • Buildings shall be between 2-4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Comment: Proposed project incorporates the additional stories through use of the Planned Unit Development. Stories are stepped back and at varying heights to provide both visual interest and provide a relationship to the adjacent existing buildings. • Buildings shall have a maximum width of 60 feet, or shall be articulated by setback, materials or window treatments roofline variation, or other design methods to reflect the appearance of separate buildings, in approximately 30- 60" increments. Comment: Proposed project is compliant, with varied rooflines and stepping, material variation, wall articulation and window placement and coverage. • Ground floor commercial buildings which front on public streets or open space shall not be entirely comprised of office uses, but shall include other retail, hospitality, or entertainment uses. Comment: The proposed project includes both retail and office on the Broadway frontage and retail and restaurant uses along the Pine Street frontage. • Sidewalks and/or pathway connections shall be provided for all development projects. Comment: The proposed project includes a sidewalk circling the majority of the proposed building. The project is also proposed to include a promenade feature for access to the Pine Street businesses. As a condition of approval, additional connectivity through the rear of the site to public sidewalks through parking areas is encouraged. Pine Street • Buildings shall be between 2-4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City 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. Comment: Proposed project incorporates the additional stories through use of the Planned Unit Development. Stories are stepped back and at varying heights to provide both visual interest and provide a relationship to the adjacent existing buildings. • Buildings shall be oriented to Pine Street with secondary entrances located on side or interior facades. Corner properties shall have dual orientation Comment: Proposed project is compliant. 7 Planning Commission Agenda - 05/18/2022 Walnut/Cedar Streets *Although not directly located on Walnut Street, the building is visible from Walnut and as such the following review comments are noted. • Features such as upper balconies, dormers, courtyards, porches, and dooryards shall be incorporated for residential uses. Comment: Proposed project is compliant with balcony features on the rear of the project facing Walnut. • Buildings shall be between 2- 4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City 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. Comment: Proposed project incorporates the additional stories through use of the Planned Unit Development. Stories are stepped back and at varying heights to provide both visual interest and provide a relationship to the adjacent existing buildings. • Buildings shall be oriented toward Walnut and Cedar Street and toward front corners where applicable. Comment: The proposed building offers a four-sided approach to design, with the some architectural elements — varied materials, roofline changes and building articulation — along the Walnut exposure. In addition to the preceding requirements, the City's Downtown Small Area Plan includes guidelines for development along each of the three referenced streets as well as specific guidelines for Block 52 redevelopment. Many of the street -related guidelines mimic the CCD District requirements listed above. As shown on the submitted site plan and building elevations, the proposed mixed -use building exhibits an L-shaped floor plan with a "building forward" design. The portion of the building with frontage along Broadway measures four stories in height (approximately 55 feet) with setback variations of 3' - 0" to 5' - 8". Of the four stories, only the lower three are to be constructed along the front building line (the entire 4th story is to be set back from the front building line). Along Pine Street, the building fagade measures five stories in height (approximately 75 feet at its highest point) with setback variations of 6' - 9" to 12' - 3". Of the five stories, only the lower four are to be constructed along the front building line (the 5th story is to be set back from the front building line). The lower floors in both building wings include fagade projections and recessions and such that flat building "walls" are avoided along the highly visible Pine Street and Broadway roadway corridors. 0 Planning Commission Agenda - 05/18/2022 As a mixed -use project, the CCD ordinance allows building heights exceeding 50 feet by Conditional Use Permit. The applicant proposed to incorporate this allowance by Planned Unit Development. Relative to this allowance, it is important to note that the uppermost residential floors will have limited visibility from a street pedestrian or vehicle perspective (as the upper floors are recessed) along the adjacent streets. Also of note is the vertical building element located at the corner of Broadway and Pine Street which measures 75 feet in height. Staff believes that this element is considered a positive architectural feature and serves the following functions: • A "gateway feature" for vehicles and pedestrians entering the City from various directions. • A corner "anchor" which ties the two building wings of varied height together and accentuates the building's primary entry point. • A vertical feature, centrally located within the downtown, which may serve to be an easily identifiable community reference point. As a condition of approval, it is recommended that the roofline extension as shown on the rendering be applied. The rendering illustrates a far more pronounced extension then the architectural elevations. In addition, it is recommended that architectural downcast lighting be added to this feature. According to the submitted building elevations, exterior finish materials include brick (sea gray and opus), horizonal and vertical metal wall panels (slate gray), EIFS (beige) and glass. The ground level facades along Broadway and Pine Street are to be finished in glass and brick. The use of EIFS is limited to the 4t" and 5t" floors and corners of the Pine Street wing of the building. All proposed building finish materials meet the minimum requirements of the Ordinance. While no dwelling unit balconies are proposed on the south side of the building (along Broadway), it should be noted that balconies are proposed of the east side of the building along Pine Street. Such balconies project approximately 5 feet from the building wall and will be visible from Pine Street. Staff recommends that City Officials provide feedback regarding the desirability of balconies along Pine Street. Planning staff believe the design of the building to be well -conceived from an architectural standpoint. The recessed and projected elements of the building facades, along with the mixture of finish materials and colors, results in an attractive building which is consistent with the intent of CCD District provisions and the Downtown Small Area Plan. To meet the expectations of the concept review discussion including the image elements present in the provided rendering, and the full intent of the Small Area Plan, staff recommends that the following elements related to the building design be included as conditions of approval: • Authentic brick is used. 0 Planning Commission Agenda - 05/18/2022 • A red, or red -based color, be included in the building's color palette (such that gray is not the dominant building color). This aspect would reflect the perspective rendering submitted as a part of the concept review. • Where exterior wall -mounted utility meters are shown, a screening method is provided that complements the building architecture and materials. • Color and stamping consistent with the building materials be applied to the vertical concrete retaining wall exposures along Pine Street and River Street to avoid a plain grey concrete wall in those locations. • Raised planters be used for shrubs and perennials located at the corner at Broadway and Pine Street. • Cornice and parapet treatments on the two building wings be modified/expanded to be more distinct and consistent with the concept plan review and rendering. • Brick sills and detailing be provided on all walls and surfaces. • A covering over a portion of the outdoor restaurant patio be provided (to avoid direct sun exposure). This recommendation is made to increase weather protection for the outdoor dining area and create a screen between this activity and the upper -floor residential balconies that overhang the patio. • Freestanding planters be integrated in exterior hardscape areas (where deemed appropriate). • If possible, the stairway located at corner of River Street and Pine Street be changed to an accessible ramp (within the right-of-way) as a sidewalk connection between the "promenade" to the street level. This ramp could be constructed to access the River Street elevation, providing an accessible route without relying on the restaurant patio area for access, or requiring that those requiring an accessible route navigate the full block to the corner of Broadway and Pine Street. If necessary, the accessible route from River Street could be relocated near the River Street parking lot entrance and an unobstructed route separate from the dining area should be provided. • Additional screening be provided along the Pine Street and River Street corner (possibly decorative mesh fence material with landscaping) to limit exposure from restaurant patio to street traffic • An architecturally appropriate railing be provided along the patio and promenade, a detail of which shall be provided to the City for review and approval. • Rooftop mechanical equipment, if provided, be screened from street -level views. Off -Street Parking Parking Lot Layout. The design of the parking lot differs slightly from that illustrated on the previously considered PUD Concept Plan. Specifically, the north -south drive aisle along the western edge of the parking lot has been eliminated. This change results in additional green space on the site while retaining the same number of surface parking stalls. Of some concern with the new parking layout are U-turn vehicle maneuvers which may be necessary near the parking lot's southernmost access point. To improve vehicle circulation in 10 Planning Commission Agenda - 05/18/2022 that area of the site, it is recommended that the southernmost parking stall area be redesigned to improve access and maintain as much parking as possible. Parking Supply. According to the applicant, a total of 197 off-street parking spaces are proposed upon the site, including the existing public parking available within the area proposed to be retained as public parking in the northwest area of the site. Of the total parking spaces, 114 are to be surface spaces and 83 are to be underground spaces. In addition, 88 on -street spaces are potentially available as tabulated below. 30+ parallel spaces on River Street 48+ spaces on Walnut Street 9-10 spaces on Broadway 88spaces on -street Based on the preceding calculation, it appears that as many as 285 parking stalls may be available for the proposed mixed -use project. As part of PUD Concept Plan consideration, it was determined that a total of 305 parking spaces, or 245 spaces with cross -parking options, are required of the proposed mixed -use project as calculated below: Commercial Parking Demand 90 spaces required for 5,500 sf restaurant (night/weekend and weekday/lunch) 60 spaces for 20,000 sf retail/office (daytime primarily) 150 total commercial spaces required The total commercial requirements may be reduced to 90 spaces+ with public cross -parking easement as allowed by ordinance. Residential Parking Demand 87 units/141 bedrooms 155 residential spaces required, based on 1.1 space/bedroom (mostly night/weekend) Of the required approximately 245 spaces, a total of seven stalls must be reserved for accessible parking. In compliance with this requirement, 5 stalls within the surface parking lot and two underground spaces are to be reserved for such purpose. The remaining uses on the site will also generate a parking demand as will uses on the adjoining block to the west. These businesses currently have access to the existing Block 52 public parking area and on -street parking along Walnut Street. At issue related to parking supply adequacy will be the mix and timing of parking in the area. Because the primary commercial activity in the project and the other uses is daytime focused, while the restaurant and residential portions are likely to be evening and weekend focused, there would appear to be, overall, an adequate supply of parking to serve even the peak use 11 Planning Commission Agenda - 05/18/2022 times on the block. This joint parking condition is recognized as part of the Planned Unit Development. The complication to this will be the overlap periods, later afternoons when the commercial uses are still open, and residents are returning home from work. It is critical in planning these mixed -use projects that residents have on -site options for parking and are not relegated to on - street or other off -site locations. This can be resolved by having specific designated spaces for residential tenants, or time -limiting certain spaces for residential parking only. The management aspect of this will be critical, as the City regularly requires no overnight on -street parking during winter hours. As a condition of Development Stage PUD approval, it is recommended that the applicant provide a parking management plan which specifies how overlap period parking issues will be addressed. In addition, the underground spaces shall be included within the unit rent structure to maximize usage of the facility for residents and minimize reliance on surface parking. Landscaping. Appropriately, a landscape plan has been submitted for review. The landscaping plan shows that the vast majority of plantings are proposed in boulevard areas along Broadway and River Street. Some additional trees are proposed within parking lot islands which are internal to the site. Specifically, 29 shade trees, 21 shrubs and 29 perennials are proposed on the site. Landscape surfacing materials include a mixture of sod and mulch. Sodded areas include the River Street Boulevard and internal areas within the surface parking lot. As a condition of Development Stage PUD approval, it is recommended that all proposed boulevard plantings be subject to review and approval by the City to ensure salt tolerance. As part of PUD Concept Plan review, Planning Staff recommended that consideration be given to an aggressive approach to landscape opportunity areas. More specifically, it was suggested that seasonal planters and screening structures be integrated into the landscape design to soften the impact of surrounding buildings and their service areas. It is recommended that this consideration be carried forward as a condition of Development Stage PUD approval. The following changes to the landscape plan are recommended: • Change the Broadway Street trees to Honey locust, matching the theme planting currently in place throughout the downtown area. • Remove the eastern -most proposed overstory trees along River Street to avoid screening the views of the park and river from the restaurant and lower -level residential units. • Add more shrub plantings throughout the project, supplementing (or replacing) the current perennial plantings to develop a more robust year-round planting palette. These may include additional evergreen shrubs and/or deciduous shrubs with winter features (color/fruit, etc.). This includes an enhanced planting plan for the green space 12 Planning Commission Agenda - 05/18/2022 adjacent to the westerly portion of the building. This are may also be a space for inclusion of public art. • Specify alternative pavements in the pedestrian areas to avoid flat grey concrete and/or asphalt surface. This should include a pedestrian path to each of the streets through the parking areas reinforcing the building sidewalks to those street connections. • Add a usable patio feature to the central open space in the parking area (currently shown as all lawn grass), and some additional shrub/perennial planting to make this space an attractive outdoor seating area, including the opportunity for public art. • It is recommended that the applicant provide detail on an internal site for pet activity, rather than rely on the parking area green space and green space on the westerly portion of the site. Lighting. A lighting plan has been provided in the submitted plan set. The vast majority of exterior site lighting is to be wall -mounted fixtures located on the ground level of the of the building (at a height of 8 feet). Additionally, four freestanding light fixtures, at a height of 25 feet, are proposed within the site's off-street parking area. Such fixtures satisfy the maximum height requirement of the Ordinance. These fixtures should match the City's street lighting structures. The applicant should further identify locations for lighting mounted under eaves and overhangs, or similar lighting design that emphasizes the architecture of the building, rather than the light source. In addition, decorative lighting within the westerly green space is recommended. According to the Zoning Ordinance, the maximum allowed illumination level for residential uses, as measured at the property line is 0.5 footcandles. This maximum illumination level has been satisfied with the current design — changes will require additional review. To be noted is that the parking lot layout, as illustrated on the lighting plan, does not match the parking lot layout shown on the submitted site plan. As a condition of Development Stage PUD approval, it is recommended that the parking lot layout shown on the lighting plan be modified to match the layout on the site plan. Trash/Recycling. According to the submitted site plan, a trash enclosure is proposed to be located in the northeast area of the site, alongside the west -facing fagade of the Pine Street wing of the building. The enclosure will be accessed from the west, within the surface parking lot and, according to the applicant's narrative, will be finished in the same brick as that used on the principal building. The illustration shows a decorative cap on the enclosure. A solid gate, which appears to be coated steel, would screen the opening from the parking area. 13 Planning Commission Agenda - 05/18/2022 Signage. The applicant has not provided any information related to signage at this point. Any new signage on the site will be subject to sign permit processing. A proposed sign plan should be prepared that identifies all site signage, including the following: • Wall signage that consists of channel -letter style signage, individually mounted and lit letters, or similar style, but not box or painted panel signage. • Clarification and detail of the projecting sign identifying the complex; no free-standing signage is proposed. • Work with the City to embed the Monticello city entrance sign into the retaining wall at the corner of River and Pine. • Work with the City to develop an historical marker sign in the public spaces along the project. • Sign plans, with dimensions, shall be reviewed and approved by the City for each tenant space and shall be limited to no more than 15% of wall area for each tenant space. • Window signage for commercial space shall be limited to no more than 40% of any window panel. Grading, Drainage and Utilities. Issues related to grading, drainage and utilities are subject to comment and recommendation by the City Engineer. STAFF RECOMMENDED ACTION Staff recommend approval of the requested applications for preliminary plat, Development Stage PUD, and rezoning to PUD, subject to the conditions in Exhibit Z and based on findings in the accompanying resolutions. The proposed mixed -use project is consistent with the City's vision for the subject property as provided in the City's Comprehensive Plan and Downtown Small Area Plan. Under the Planned Unit Development zoning proposed, the project provides amenities and aesthetics to balance the requested flexibilities for parking and building design. The project is compliant with the street -specific development standards imposed in the CCD zoning district. SUPPORTING DATA A. Resolution PC-2022-032 B. Resolution PC-2022-033 C. Resolution PC-2022-034 D. Ordinance No. XXX E. Block 52 Aerial Image F. Project Narrative G. Developer Commitment Letter, dated April 13, 2022 H. Certificate of Survey, dated March 16, 2022 Preliminary Plat 14 Planning Commission Agenda - 05/18/2022 J. Civil Plan Set, Including: a. Site Plan b. Demolition & Removal Plan c. Grading Plan d. SWPPP Plan e. Utility Plan K. Landscape Plan L. Architectural Rendering & Floor Plans M. Building Elevations N. March 1, 2022, Concept Meeting Rendering & Elevations O. Supporting City Information, Including: a. Monticello 2040 Vision + Plan, Excerpts b. Monticello Downtown Small Area Plan, Excerpts P. Monticello Zoning Ordinance, Excerpts Q. MN DOT's Letter, to be provided R. Wright County's Letter, dated May 12, 2022 S. City Engineer's Letter, dated April 28, 2022 Z. Conditions of Approval EXHIBIT Z Conditions of Approval Block 52 First Addition Preliminary Plat and Development Stage PUD PID #'s: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 1. Approval of the preliminary plat for Block 52 First Addition shall be conditioned on the approval of the development stage PUD. 2. Approval of the development stage PUD for Block 52 First Addition shall be conditioned on the approval of the preliminary plat. 3. The preliminary plat be modified to create a separate lot for purposes of retaining City ownership of the parking and access route through site with a cross -access and parking easement for both private and public use as part of the PUD. Such easement shall be subject to review and approval by the City. Public cross -access and parking will also be required for the parking areas which are to be conveyed to the developer. 15 Planning Commission Agenda - 05/18/2022 4. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 5. Park dedication requirements of the City shall be satisfied. 6. Commercial uses in the proposed mixed -use building shall be limited to permitted and conditional uses allowed within the CCD, Central Community District. Additionally ground floor commercial uses along Broadway shall accommodate office uses on the street level, an element of flexibility from the Downtown Small Area Plan. 7. City Officials provide feedback to the applicant regarding the desirability of balconies along Pine Street. 8. The comments of MnDOT and Wright County shall be satisfied. If such comments require amendment to the proposed preliminary plat or development stage PUD, the developer shall address these with a complete set of plans with the Final Stage PUD and Final Plat application. 9. The project site and building elements shall be subject to the following requirements: a. Authentic brick is to be used on the building. b. The building design elevations shall be revised to incorporate a red, or red -based color (such that gray is not the dominant building color), similar to that of the original concept rendering. c. Where exterior wall -mounted utility meters are utilized, they be shall screened from view with materials complementary to the building design. d. Color and stamping shall be applied to concrete retaining walls throughout the project. e. Embed City entrance sign into retaining wall. f. Work with City to create an historical sign location. g. Parking lot lighting and fixtures should match the City's lighting theme. h. Underground parking spaces must be included in rent structure for units to support full utilization of facility. i. Add downcast lighting under canopies and overhang, or other locations that feature the building and deemphasize the light source. j. Raised planters shall be used for shrubs and perennials which are located at the corner at Broadway and Pine Street. k. Cornice and parapet treatments on the two building wings shall be modified/expanded to be more distinct and reflect the designs shown in the concept rendering. Brick sills and detailing shall be provided on all walls and surfaces and building wall articulation preserves the shadowing and interest of the concept rendering. 16 Planning Commission Agenda - 05/18/2022 m. A covering over a portion of the outdoor restaurant patio be provided (to avoid direct weather and residential balcony exposure). n. Freestanding planters shall be integrated in exterior hardscape areas. o. The stairway located at corner of River Street and Pine Street shall be changed to an accessible ramp. This may be developed in the rights of way to maximize accessible opportunities and maintain public and private uses. p. Additional screening fencing shall be provided along the Pine Street and River Street corner (possibly a mesh fence material) to limit exposure from restaurant patio to street traffic. q. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. r. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 10. The project signage shall be subject to the following requirements: a. Wall signage that consists of channel -letter style signage, individually mounted and lit letters, or similar style, prohibiting box or painted panel signage. b. Clarification and detail of the projecting sign identifying the complex. c. Work with the City embed the Monticello city entrance sign into the retaining wall at the corner of River and Pine. d. Work with the City to develop an historical marker sign in the public spaces along the project. e. Sign plans, with dimensions, shall be reviewed and approved by the City for each tenant space and shall be limited to no more than 15% of wall area for each tenant space f. Window signage for commercial space shall be limited to no more than 40% of any window panel. 11. To improve vehicle circulation in the surface parking lot, the southernmost parking stalls within the western north -south row of parking shall be converted to more direct access and which includes an appropriate vehicle turning radius. 12. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 13. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 14. Additional landscaping recommendations are as follows: a. Change the Broadway Street trees to Honey locust, matching the theme planting currently in place throughout the downtown area. The City would require planting 17 Planning Commission Agenda - 05/18/2022 wells and/or pervious tree boxes to avoid root growth interference with the sidewalk paving. b. Remove the eastern -most proposed overstory trees along River Street to avoid screening the views of the park and river from the restaurant and lower -level residential units. c. Add more shrub plantings throughout the project, supplementing (or replacing) the current perennial plantings to develop a more robust year-round planting palette. These may include additional evergreen shrubs and/or deciduous shrubs with winter features (color/fruit, etc.). This includes an enhanced planting plan for the green space adjacent to the westerly portion of the building. d. Specify alternative pavements in the pedestrian areas to avoid flat grey concrete and/or asphalt surface. This should include a pedestrian path to each of the streets through the parking areas reinforcing the building sidewalks to those street connections. e. Add a usable patio feature to the central open space in the parking area (currently shown as all lawn grass), and some additional shrub/perennial planting to make this space an attractive outdoor seating area, including the opportunity for public art. 15. The parking lot layout shown on the submitted lighting plan shall be modified to match the layout on the site plan. 16. Decorative lighting provided within the westerly green space. 17. Building drains designed to avoid exiting over public sidewalks. 18. An internal site is located for pet activity. 19. The trash enclosure shall be finished in the same brick as that used on the principal building with coated steel gate. 20. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 21. Comments from Fire Chief. 22. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022. 23. Comments and recommendations of other Staff and Planning Commission. 18 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-032 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE ESTABLISHING THE PUD, BLOCK 52 FIRST ADDITON PLANNED UNIT DEVELOPMENT DISTRICT, AND REZONING THE FOLLOWING PROPERTIES FROM CCD TO PUD, BLOCK 52 FIRST ADDITION DISTRICT PID: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 WHEREAS, the applicant proposes a mixed use residential and commercial project on the above captioned parcels in the Central Community District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use, and in cooperation with the City of Monticello and its EDA, manage circulation and parking on the site for the benefit of the development as well as the existing uses in the area through planned unit development; and WHEREAS, the applicant proposes to develop the property for residential multi -family uses on upper floors, and commercial uses on the street level, consistent with the economic development and redevelopment goals of the city for the described property; and WHEREAS, the site is guided for Downtown Mixed Uses in the City's Comprehensive Plan; and WHEREAS, the proposed plat and Development Stage PUD are consistent with the long- term use and development of the property for mixed downtown use; and WHEREAS, the zoning district and map amendments herein will accomplish the objectives of the project and the City's land use plans; and WHEREAS, the Planning Commission held a public hearing on May 18, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-032 WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat and PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to uses and architecture which are consistent with the goals and objectives of the Monticello 2040 Comprehensive Plan, including Downtown Small Area Plan. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as a prime corner site Monticello's downtown area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate redevelopment of the subject block and are consistent with the objectives of the City's downtown redevelopment projects through its EDA and other agencies. 5. The PUD flexibility for the project, including parcels without public street access, structured parking, mixed uses, commercial development on the street - level floor, restaurant location overlooking the public areas to the north, and reconstruction of the Walnut Street access to River Street, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Amendment to the Zoning Ordinance and Map as specified in Ordinance No. ADOPTED this 18th day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. ATTEST: IL [9L11Loa IS4llw_1►1►1I►104181► ILTAIM4Is] ►1 JIM Paul Konsor, Chair 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-032 Angela Schumann, Community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-033 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A PRELIMINARY PLAT OF BLOCK 52 FIRST ADDITION PID: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 WHEREAS, the applicant proposes a mixed use residential and commercial project on the above captioned parcels in the Central Community District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use, and in cooperation with the City of Monticello and its EDA, manage circulation and parking on the site for the benefit of the development as well as the existing uses in the area through planned unit development; and WHEREAS, the applicant proposes to develop the property for residential multi -family uses on upper floors, and commercial uses on the street level, consistent with the economic development and redevelopment goals of the city for the described property; and WHEREAS, the site is guided for Downtown Mixed Uses in the City's Comprehensive Plan; and WHEREAS, the proposed plat is consistent with the long-term use and development of the property for mixed downtown use; and WHEREAS, the Planning Commission held a public hearing on May 18, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to uses and architecture which are consistent with the goals and objectives of the Monticello 2040 Comprehensive Plan, including Downtown Small Area Plan. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-033 The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as a prime corner site Monticello's downtown area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate redevelopment of the subject block and are consistent with the objectives of the City's downtown redevelopment projects through its EDA and other agencies. 5. The PUD flexibility for the project, including parcels without public street access, as well as structured parking, mixed uses, commercial development on the street -level floor, restaurant location overlooking the public areas to the north, and reconstruction of the Walnut Street access to River Street, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat of Block 52 First Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Approval of the preliminary plat for Block 52 First Addition shall be conditioned on the approval of the development stage PUD. 2. Approval of the development stage PUD for Block 52 First Addition shall be conditioned on the approval of the preliminary plat. 3. The preliminary plat be modified to create a separate lot for purposes of retaining City ownership of the parking and access route through site with a cross -access and parking easement for both private and public use as part of the PUD. Such easement shall be subject to review and approval by the City. Public cross -access and parking will also be required for the parking areas which are to be conveyed to the developer. 4. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 5. Park dedication requirements of the City shall be satisfied. 6. Commercial uses in the proposed mixed -use building shall be limited to permitted and conditional uses allowed within the CCD, Central Community District. Additionally ground floor commercial uses along Broadway shall accommodate office uses on the street level, an element of flexibility from the Downtown Small Area Plan. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-033 7. City Officials provide feedback to the applicant regarding the desirability of balconies along Pine Street. 8. The comments of MnDOT and Wright County shall be satisfied. If such comments require amendment to the proposed preliminary plat or development stage PUD, the developer shall address these with a complete set of plans with the Final Stage PUD and Final Plat application. 9. The project site and building elements shall be subject to the following requirements: a. Authentic brick is to be used on the building. b. The building design elevations shall be revised to incorporate a red, or red -based color (such that gray is not the dominant building color), similar to that of the original concept rendering. c. Where exterior wall -mounted utility meters are utilized, they be shall screened from view with materials complementary to the building design. d. Color and stamping shall be applied to concrete retaining walls throughout the project. e. Embed City entrance sign into retaining wall. f. Work with City to create an historical sign location. g. Parking lot lighting and fixtures should match the City's lighting theme. h. Underground parking spaces must be included in rent structure for units to support full utilization of facility. i. Add downcast lighting under canopies and overhang, or other locations that feature the building and deemphasize the light source. j. Raised planters shall be used for shrubs and perennials which are located at the corner at Broadway and Pine Street. k. Cornice and parapet treatments on the two building wings shall be modified/expanded to be more distinct and reflect the designs shown in the concept rendering. I. Brick sills and detailing shall be provided on all walls and surfaces and building wall articulation preserves the shadowing and interest of the concept rendering. m. A covering over a portion of the outdoor restaurant patio be provided (to avoid direct weather and residential balcony exposure). n. Freestanding planters shall be integrated in exterior hardscape areas. 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-033 o. The stairway located at corner of River Street and Pine Street shall be changed to an accessible ramp. This may be developed in the rights of way to maximize accessible opportunities and maintain public and private uses. p. Additional screening fencing shall be provided along the Pine Street and River Street corner (possibly a mesh fence material) to limit exposure from restaurant patio to street traffic. q. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. r. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 10. The project signage shall be subject to the following requirements: a. Wall signage that consists of channel -letter style signage, individually mounted and lit letters, or similar style, prohibiting box or painted panel signage. b. Clarification and detail of the projecting sign identifying the complex. c. Work with the City embed the Monticello city entrance sign into the retaining wall at the corner of River and Pine. d. Work with the City to develop an historical marker sign in the public spaces along the project. e. Sign plans, with dimensions, shall be reviewed and approved by the City for each tenant space and shall be limited to no more than 15% of wall area for each tenantspace f. Window signage for commercial space shall be limited to no more than 40% of any window panel. 11. To improve vehicle circulation in the surface parking lot, the southernmost parking stalls within the western north -south row of parking shall be converted to more direct access and which includes an appropriate vehicle turning radius. 12. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 13. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 14. Additional landscaping recommendations are as follows: a. Change the Broadway street trees to Honey locust, matching the theme planting currently in place throughout the downtown area. The City would CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-033 require planting wells and/or pervious tree boxes to avoid root growth interference with the sidewalk paving. b. Remove the eastern -most proposed overstory trees along River Street to avoid screening the views of the park and river from the restaurant and lower -level residential units. c. Add more shrub plantings throughout the project, supplementing (or replacing) the current perennial plantings to develop a more robust year-round planting palette. These may include additional evergreen shrubs and/or deciduous shrubs with winter features (color/fruit, etc.). This includes an enhanced planting plan for the green space adjacent to the westerly portion of the building. d. Specify alternative pavements in the pedestrian areas to avoid flat grey concrete and/or asphalt surface. This should include a pedestrian path to each of the streets through the parking areas reinforcing the building sidewalks to those street connections. e. Add a usable patio feature to the central open space in the parking area (currently shown as all lawn grass), and some additional shrub/perennial planting to make this space an attractive outdoor seating area, including the opportunity for public art. 15. The parking lot layout shown on the submitted lighting plan shall be modified to match the layout on the site plan. 16. Decorative lighting provided within the westerly green space. 17. Building drains designed to avoid exiting over public sidewalks. 18. An internal site is located for pet activity. 19. The trash enclosure shall be finished in the same brick as that used on the principal building with coated steel gate. 20. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 21. Comments from Fire Chief. 22. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022. 23. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 181h day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-033 MONTICELLO PLANNING COMMISSION Z ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director 6 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-034 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PUD FOR PROPERTY IN THE CCD, CENTRAL COMMUNITY DISTRICT PID: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 WHEREAS, the applicant proposes a mixed use residential and commercial project on the above captioned parcels in the Central Community District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use, and in cooperation with the City of Monticello and its EDA, manage circulation and parking on the site for the benefit of the development as well as the existing uses in the area through planned unit development; and WHEREAS, the applicant proposes to develop the property for residential multi -family uses on upper floors, and commercial uses on the street level, consistent with the economic development and redevelopment goals of the city for the described property; and WHEREAS, the site is guided for Downtown Mixed Uses in the City's Comprehensive Plan; and WHEREAS, the proposed Development Stage PUD is consistent with the long-term use and development of the property for mixed downtown use; and WHEREAS, the Planning Commission held a public hearing on May 18, 2022 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed buildings to uses and architecture which are consistent with the goals and objectives of CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-034 the Monticello 2040 Comprehensive Plan, including Downtown Small Area Plan. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as a prime corner site Monticello's downtown area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate redevelopment of the subject block and are consistent with the objectives of the City's downtown redevelopment projects through its EDA and other agencies. 5. The PUD flexibility for the project, including parcels without public street access, as well as structured parking, mixed uses, commercial development on the street -level floor, restaurant location overlooking the public areas to the north, and reconstruction of the Walnut Street access to River Street, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD for the Block 52 First Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Approval of the preliminary plat for Block 52 First Addition shall be conditioned on the approval of the development stage PUD. 2. Approval of the development stage PUD for Block 52 First Addition shall be conditioned on the approval of the preliminary plat. 3. The preliminary plat be modified to create a separate lot for purposes of retaining City ownership of the parking and access route through site with a cross -access and parking easement for both private and public use as part of the PUD. Such easement shall be subject to review and approval by the City. Public cross -access and parking will also be required for the parking areas which are to be conveyed to the developer. 4. Easement -related issues shall be subject to review and approval by the City Engineer and City Attorney. 5. Park dedication requirements of the City shall be satisfied. 6. Commercial uses in the proposed mixed -use building shall be limited to permitted and conditional uses allowed within the CCD, Central Community District. Additionally ground floor commercial uses along Broadway shall accommodate 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-034 office uses on the street level, an element of flexibility from the Downtown Small Area Plan. 7. City Officials provide feedback to the applicant regarding the desirability of balconies along Pine Street. 8. The comments of MnDOT and Wright County shall be satisfied. If such comments require amendment to the proposed preliminary plat or development stage PUD, the developer shall address these with a complete set of plans with the Final Stage PUD and Final Plat application. 9. The project site and building elements shall be subject to the following requirements: a. Authentic brick is to be used on the building. b. The building design elevations shall be revised to incorporate a red, or red -based color (such that gray is not the dominant building color), similar to that of the original concept rendering. c. Where exterior wall -mounted utility meters are utilized, they be shall screened from view with materials complementary to the building design. d. Color and stamping shall be applied to concrete retaining walls throughout the project. e. Embed City entrance sign into retaining wall. f. Work with City to create an historical sign location. g. Parking lot lighting and fixtures should match the City's lighting theme. h. Underground parking spaces must be included in rent structure for units to support full utilization of facility. i. Add downcast lighting under canopies and overhang, or other locations that feature the building and deemphasize the light source. j. Raised planters shall be used for shrubs and perennials which are located at the corner at Broadway and Pine Street. k. Cornice and parapet treatments on the two building wings shall be modified/expanded to be more distinct and reflect the designs shown in the concept rendering. I. Brick sills and detailing shall be provided on all walls and surfaces and building wall articulation preserves the shadowing and interest of the concept rendering. m. A covering over a portion of the outdoor restaurant patio be provided (to avoid direct weather and residential balcony exposure). 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-034 n. Freestanding planters shall be integrated in exterior hardscape areas. o. The stairway located at corner of River Street and Pine Street shall be changed to an accessible ramp. This may be developed in the rights of way to maximize accessible opportunities and maintain public and private uses. p. Additional screening fencing shall be provided along the Pine Street and River Street corner (possibly a mesh fence material) to limit exposure from restaurant patio to street traffic. q. An architecturally appropriate patio railing shall be provided, a detail of which shall be provided to the City for review and approval. r. Rooftop mechanical equipment, if provided, shall be screened from view in compliance with Ordinance requirements. 10. The project signage shall be subject to the following requirements: a. Wall signage that consists of channel -letter style signage, individually mounted and lit letters, or similar style, prohibiting box or painted panel signage. b. Clarification and detail of the projecting sign identifying the complex. c. Work with the City embed the Monticello city entrance sign into the retaining wall at the corner of River and Pine. Work with the City to develop an historical marker sign in the public spaces along the project. e. Sign plans, with dimensions, shall be reviewed and approved by the City for each tenant space and shall be limited to no more than 15% of wall area for each tenantspace f. Window signage for commercial space shall be limited to no more than 40% of any window panel. 11. To improve vehicle circulation in the surface parking lot, the southernmost parking stalls within the western north -south row of parking shall be converted to more direct access and which includes an appropriate vehicle turning radius. 12. The applicant shall provide a parking management plan which specifies how overlap period parking issues will be addressed. 13. All proposed boulevard plantings shall be subject to review and approval by the City to ensure salt tolerance. 14. Additional landscaping recommendations are as follows: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-034 a. Change the Broadway street trees to Honey locust, matching the theme planting currently in place throughout the downtown area. The City would require planting wells and/or pervious tree boxes to avoid root growth interference with the sidewalk paving. b. Remove the eastern -most proposed overstory trees along River Street to avoid screening the views of the park and river from the restaurant and lower -level residential units. c. Add more shrub plantings throughout the project, supplementing (or replacing) the current perennial plantings to develop a more robust year-round planting palette. These may include additional evergreen shrubs and/or deciduous shrubs with winter features (color/fruit, etc.). This includes an enhanced planting plan for the green space adjacent to the westerly portion of the building. d. Specify alternative pavements in the pedestrian areas to avoid flat grey concrete and/or asphalt surface. This should include a pedestrian path to each of the streets through the parking areas reinforcing the building sidewalks to those street connections. e. Add a usable patio feature to the central open space in the parking area (currently shown as all lawn grass), and some additional shrub/perennial planting to make this space an attractive outdoor seating area, including the opportunity for public art. 15. The parking lot layout shown on the submitted lighting plan shall be modified to match the layout on the site plan. 16. Decorative lighting provided within the westerly green space. 17. Building drains designed to avoid exiting over public sidewalks. 18. An internal site is located for pet activity. 19. The trash enclosure shall be finished in the same brick as that used on the principal building with coated steel gate. 20. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 21. Comments from Fire Chief. 22. Compliance with the terms of the City's Engineering Staff letter dated April 28, 2022. 23. Comments and recommendations of other Staff and Planning Commission. 5 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-034 ADOPTED this 18th day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director 6 ORDINANCE NO. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE BLOCK 52 PLANNED UNIT DEVELOPMENT DISTRICT AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM CCD, CENTRAL COMMUNITY DISTRICT TO PUD, BLOCK 52 PLANNED UNIT DEVELOPMENT DISTRICT PID: 155-010-052031; 155-010-052060; 155-010-052070; 155-010-052071; 155-010-052090; 155-010-052101; 155-010-052102; 155-010-052110; 155-010-052120; 155-010-052131; 155-010-052132; 155-010-052140; 155-010-052150 THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Chapter 3 Title 10 — Zoning Districts is hereby amended by adding the following: 3.8 (16) Block 52 PUD District (A) Purpose. The purpose of the PUD, Block 52 Planned Unit Development District 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 Downtown Monticello Small Area Plan chapter of the Comprehensive Plan and the specific uses and improvements identified in the Final PUD Plans dated , as may be property amended. (B) Permitted Uses. Permitted principal uses in the Block 52 PUD District shall be those identified in the Central Community District in general, and on the Block 52 PUD Final Stage approval specifically. The introduction of any other use from any district shall be reviewed under the requirements of the PUD requirements and process. (C) Accessory Uses. Accessory uses shall be those specifically identified by the approved Fianl Stage plans for each approved project. (D) District Performance Standards. Performance standards for the development of any lot in the Block 52 PUD District shall adhere to the approved Final Stage plans and development agreement. In such ORDINANCE NO. case where any proposed improvement is not addressed by the Final Stage PUD plans, such improvement shall only be considered with an amendment to the Final Stage plans per the process specified in the Ordinance. (E) Amendments. Where changes to any proposed project in the PCD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the approved Final Stage PUD plan under the terms of the Monticello Zoning Ordinance. The City may require that changes in overall use, density, site plan, development layout, building size, mass, or coverage, or any other change of the PUD property be processed as a new project, including a zoning district amendment. (F) Variations from Plans. The Community Development Department shall determine whether any proposed variation from the approved Final PUD plans shall constitute a PUD Adjustment or PUD Amendment. The Community Development Department shall make this determination narrowly, favoring a full Amendment process in the case of any uncertainty. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from CCD District to Block 52, Planned Unit Development: See attached Exhibit A for legal description. Section 4. 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 5. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of , 2022 ORDINANCE NO. Lloyd Hilgart, Mayor ATTEST: Rachel Leonard, Administrator AYES: NAYS: Consideration of Rezoning to PUD, Development Stage PUD, and Preliminary Plat of Block 52 First Add. Broadway and Riverfront Sub -Districts of the CCD Created by: City of Monticello r1h BUCHHOLZ ON April 8th, 2022 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite 1 Monticello, MN 55362 Dear Angela, For your review are Stonewood Development's application items for the Development Stage PUD Proposal of the property described in the attached Land Use Application form. The checklist item description is copied in bold with our response written below. • Administrative information (including identification of the drawing as a "PUD Development Stage Plan" the proposed name of the project, contact information for the developer and individual preparing the plan, signature of the surveyor and civil engineer certifying the document, date of the plan preparation or revision, and graphic scale and true north arrow) Owner of Record: City of Monticello 505 Walnut Street, Suite I Monticello, MN 55362 Prospective Buyer/ Developer: Architect: Deephaven Development RHET Architecture Buchholz Construction (Mark Buchholz) Rhet Fiskness, AIA = M 0 M - Surveyor: Craig Wensmann, PLS Bogart, Peterson & Associates, INC. �Em Structural Engineer: Sandman Structural Engineers Nathan Hoffmann, PE mw� Civil Engineer: Shultz Engineering & Site Design Brian Shultz, PE Commercial Realtor: Property Resources Group Brendan Muldoon = M Narrative: Buchholz Development/Properties continues to propose building a 128,044 square foot mixed use building consisting of 30,378 square feet of commercial storefront and 97,666 Sq. Ft. of residential multifamily units on the site commonly referred to as Block 52. Along with this narrative, the Development Stage Preliminary Plat and Rezoning application items have been submitted. Furthermore, we have also addressed the incomplete items that were called out in the correspondence letter that we received from the City of Monticello dated April 11, 2022. To review, the Block 52 site is located and is bound by Pine Street on the east, Broadway to the south, Walnut to the west, and River Street to the North. The site and building consists of the following attributes: • 2.11 acres • 87 residential units • 84 underground parking spaces • 114 On -Site Surface Parking Spaces • Commercial storefront bays that are capable of being demised into sizes ranging from 1,500 SF-15,000 square foot commercial retail bays. Since submitting the Concept PUD application there has been no change to the overall size of the building, however the unit count has been increased by two which was accomplished by replacing a 2-bedroom loft unit with two 1-bedroom units, and adding a 3-bedroom unit on the 5th floor across from the clubroom and patio space. Although we are seeking approval of PUD, we continue to utilize the existing CCD as our guidance. As noted in the Concept PUD application in order for the project to be economically feasible we are asking for flexibility in the following areas: • 75' building height exceeds the CCD limit of 50'. As per CCD, buildings taller than 4 stories or 50' may be authorized by a conditional use permit. • Multi family dwelling units shall not be restricted from facing Broadway on the upper levels • 2 community roof top patios will be provided in lieu of individual balconies for every unit. Several of the unit types will feature private balconies, but a private balcony will not be provided for every unit. • Residential Density exceeds the prescribed maximum of 25 dwellings per acre. In exchange for the leniency provided by the PUD, we have devoted a great amount of time and resources to ensure a high quality architectural facade. As for enhanced materials the proposed building features an upgraded window package, amble storefront windows, and use of masonry and metal architectural panels as the primary exterior finish. The residential units will provide the following interior amenities and upgrades: • Stainless steel appliance package • Quartz countertops • Tile back splash • On -site rental office • Clubroom • Fitness studio • Rooftop amenity deck • Bike Storage • Secure package room Since submitting the Concept PUD and more recently completing the civil engineering plans the site plan has been redesigned to account for the elevation change that occurs on site. As a result, the curb cut along River Street has been shifted to the west and the slope of the ramp leading to the underground parking garage has been redesigned, which subsequently required the parking lot to be reconfigured as well. The net effect is that our surface based parking spaces (not including spots along Walnut Street) has the same number of parking spaces, 114, just in a different orientation. Given the fact that our original site plan was already slightly below the CCD zoning specified minimum requirement for parking our hope is that we can continue to work in conjunction with the City of Monticello to pick up additional on -street parking on River Street. Aside from the abovementioned items virtually nothing has changed to the aesthetic look and function of the building. Despite the challenges with increasing trend of interest rates and construction input costs we remain committed to the redevelopment of Block 52.Our desire continues to be to start demolition in either July or August and commence construction immediately following with a completion date of December 2023. Again, we would like to thank the City of Monticello, EDA, and the community as a whole for the overwhelming support that we have received on the Block 52 redevelopment project and we look forward to look forward to the positive transformation that will be created to the downtown Monticello corridor. List of items of items requested in the Thursday, April 14th letter from the City of Monticello • Project narrative- included above • Title Commitments for all parcels and land to be platted- submitted • Confirm the Preliminary Plat submitted has been sent to Wright County and Minnesota Department of Transportation for review- Chris Gray, Bogart, Peterson & Associates, INC. submitted the plat to both Wright County and MNDOT. • Information on the Ingress/Egress Easement located on along the East boundary. The easement appears to have been established by deed and does not have a recorded document. Nevertheless, our intentions is to vacate the easement and we are currently in the process of preparing the vacation document. • Update submitted Elevations: Per checklist, the elevations must detail building materials, locations of exterior mechanical systems, meter locations and should also illustrate underground garage entrance. The architectural plans that have been submitted detail the enhanced building materials we intend to utilize on the exterior fagade. We have had conversations with Xcel regarding the electrical meters. They are calling for one electrical meter per commercial tenant and one house meter for the building on the exterior. Per this plan all the electrical meters for the residential units would be located within the mechanical room. Our preference would be to have all the meters, including the commercial meters, within the building. We are still working through this line item. • Detail on screening and access for trash enclosure. The plan is construct with design and materials similar to the image below. The brick on the trash enclosure will match the brick on the main building. • Lighting Plan: Lighting location, style and mounting and light distribution plan. Lighting plan has been submitted. • Dimensional rendering of all four (4) side of proposed building, including the depiction of patio spaces. Plans have been submitted showing all 4 sides of the building and patio spaces. • Detail and material description of retaining wall. the plan calls for a cast in place concrete retaining wall. • Gate and/fencing material information. The plan for the fencing/gate is to construct an ASCOT Black Flat Top powder coated aluminum fence that provides a lifetime warranty. The fence will be 4 to S feet in height. (Link to the product can be found below) https://www. dakotafence. com/uploads/pdf/Dakota-Fence-Alumi-Guard.pdf • Pavement material information. See attached Civil Engineering Plans The Proposed name of the project- Block 52 Mixed Use Development Signatures of the surveyor and civil engineer certifying the respective documents, dates of the plan preparation or revision, and graphic scale and true north have been provided on the plans Area calculations for gross land area, wetland areas, wetland buffers, right-of-way dedications, conservation areas, and proposed public and private parks a. Property does not currently have a physical address. b. Parcel Size: 2.11 acres (91,912 SF) c. Wetland areas- non applicable d. Wetland buffers- non applicable e. Right -of way dedication- non applicable f. Conservation areas -non applicable g. Proposed Private Parks- there is a planned pocket park located along Broadway west of the proposed building and the mattress building. • Existing zoning districts- Zoning: Central Community District • Layout of proposed lots with future lot and block numbers- see attached plans. Denote outlots planned for public dedication and/or open space (schools, parks, etc.) non - applicable • Area calculations of each parcel- see preliminary plan. Lots will be combined into a single parcel consisting of 2.11 acres. • Proposed setbacks on each lot (forming the building pad and calculated buildable area; a. There are no proposed setbacks on this lot b. Lot Coverage shall be Minimum 20 percent and Maximum 90 percent i. Lot size: 91,912 Sq. Ft. ii. Building Square footage: 29,961 Sq. Ft. iii. Total building area: 33.13 percent c. 100% hardcover allowance. Reference site plan for green space areas. • Proposed setbacks on each lot (forming the building pad) and calculated buildable areas; a. 100% hardcover allowance. Reference site plan for green space areas. • Existing contours at internals of two feet. Contours must extend a minimum of 200 feet beyond the boundary of the parcel(s) in question. See Civil Engineering Plans • f wetlands and/or watercourses over the property and within 200 feet of of the subdivision parcel. The subject property does not include wetlands, floodplains, or sensitive ecological areas identified in the Natural Resource Inventory. Grading drainage and erosion control plan prepared by a registered professional engineer, providing all information outlined in Monticello Zoning Code, Chapter 4, Section 10(C) see civil engineering plan Location, width, and names of existing and proposed streets within and immediately adjacent to the subdivision parcel a. The building is located on the corner of Pine Street and West Broadway Street, with wings along both streets. The building extends the entire length of the lot along Pine Street and about 3/4 length along West Broadway Street with parking behind the building accessible from River Street. b. Reference site plan Colored building elevations to illustrate the proposed visual appearance of new con- struction, including detail on all building materials. Elevations should include all sides/faces of the building, and the visual location and size of all exterior utility and mechanical systems, including HVAC, meters, and powerlines. a. Existing power lines and transformer to be relocated. b. Electrical meters located at inside corner of interior courtyard adjacent to rear entrance door. • Proposed sidewalks and trails a. Sidewalks located along Pine Street, River Street, West Broadway Street, & connecting parking with Broadway. • Vehicular circulation system showing location and dimension for all driveways, park- ing spaces, parking lot aisles, service roads, loading areas, fire lanes, emergency ac- cess, if necessary, public and private streets, alleys, sidewalks, bike paths, direction of traffic flow and traffic control devices a. Reference site plan for locations and dimensions. Lighting location, style and mounting and light distribution plan- see attached lighting plan • Proposed parks, common areas, and preservation easements (indicate public vs. pri- vate if applicable) a. The impervious service is limited to the pocket park and boulevards b. The subject property does not include wetlands, floodplains, or sensitive ecological areas identified in the Natural Resource Inventory, slopes greater than 18%, poor soils or areas of concentrated woodlands. • Landscape plan prepared by a qualified professional providing all information out- lined in Monticello Zoning Ordinance Section 4.1(D) including planting counts, sizes and species- see attached landscaping plan • Location and detail of signage providing all pertinent information outlined in Monti- cello Zoning Ordinance Section 2.4(K)(3)(b) a. Signage will compose of one (1) 10' tall marquee sign, with the building's name, located 19' above grade. Reference the exterior rendering. Future tenant signage will compose of both metal diecast letters and back light signs located above com- mercial tenant entrance doors as per city ordinance guidelines. • Location, access and screening detail of large trash handling and recycling collection areas in compliance with the requirements of Monticello Zoning Ordinance Section 5.3(D)(34). a. The trash enclosure shall comply with Monticello Zoning Ordinance Section 5.3(D)(35), being an accessory structure made of architectural grade CMU split faced block walls or brick to match the building, metal panel roof, and opaque metal doors. See attached image as an example. • Utility plan for municipal services including water, sanitary sewer and storm water, completed by a registered civil engineer. See attached Civil Engineering Plans DocuSign Envelope ID: 1FF2EA5A-EBC4-4C54-8D9F-8C3F9AAB1CA0 BUCHHOLZ P R 0 P E R T E S Buchholz Construction 4379 33rd Ave S, Suite 121 Fargo, ND 58104 April 13th, 2022 City of Monticello Community Development Attn: Angela Schumann 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Block 52 Dear Angela, Buchholz Construction is aware of the applicant's understanding of the financial requirements for the development of the PUD for the Block 52 project in accordance with the City's specifications for streets, utilities, and installation of such improvements, and the financial guarantees for the completion of such improvements. Buchholz Construction LDocuSigned by: leww"704/09/22 A46A34Z5�27�ILI3. By: Mark Buchholz Its: President 6' 06 \ 1ve 9/8 86, lP %211 ,9 j. Rem cap \4�\ V0. 180 Q a 1P %211 °4 d IP J1411 k Open • / d PID:/155-0/0 c \ N \ / L-A. LlU11U / O qry / FFE= 92 :• d A • \ Ex. Building / No. 155 / FFE= 929.2 / O i O / v O� SMH / / ti 1b �f�im=927.47 / /O\O \ h ` PID: /155-0/0-0520/0 1 /Q�\ u 106 \ i Survey Notes: \ 64 /. No search for restrictions or easements or adjoining deeds was made A the surveyor. Certificate of Survey / � < 2. Bearings are based on the Wight County Coordinate System (NAD83 86ADJ.) / In (/�W) .98 J. Reference Survey's for the City of Monticello of Block 52, TOWNSITE OF MONTICELLO, by Anderson l V(E) = 7 \ Engineering of Minnesota, LLC., dated 8129119, and Taylor Land Surveyors, Inc., dated 3/19/01. \ ,%Cl/CS °yF \ 4. The field work of this survey was performed on February 25th, 2022. Due to snow and ice \� C��S I \ conditions, the surveyor further does not warrant that the improvements are e the exact location, C7 lonewood allevelopment although does certify that they are located as accurately as possible from the conditions available. IS\ 5. The plat of TOWNSITE OF MONTICELLO was recorded May 1855. \\ Xs�jZ ��9 oyF / \ \ 6. Potential title gaps or overlaps exist due to parcels being described from opposite directions, such oti ��f. / • • O L / \ as "The Southerly 65 feet" vs "The Northerly l00 feet" of Lots 14 and 15. Part of Block 52, To wnsite of Monticello O 7. A Gopher State One Call was requested as Ticket No. 220480716. \ 8. Block 52, TOWNSITE OF MONTICELLO is located in Zone C, an area of minimal flooding per Fd9P , • , , U O oyF \ FIRM Community —Panel No. 2705410005B, effective date November 1, 1979. �� of (n �r City of Monticello Wright County, Minnesota o C9. The Ordinary High Water Line of the Mississippi was located at the natural top of bank of O O \ O \ \ \ normal flow height of the river (elevations vary). O T y ^� 19 . 0/1 w CD, Ld 19 � N S+ 4V ¢ 3 y 'ocot%,� / > O \ry ti y F\ \ \ \ / L`' z h °° ,� /� '��� °fe /, \ ' / \ / /// Propert v Descriptions: ry c o /% a; \ / \ (Per Title Commitment Policy No. OX13505205, Old Republic Title) cn \�� S? n' • ey U / / \ / °' (PID 155-010-052090, 155-010-052070 & 155-0/0-05203/) OU Op A strip of land 16 112 feet frontage on Broadway and 90 feet in depth in the Southeast corner of Lot 8, Block 52, TOWNSITE OF MONTICELLO, also 0 � described as the Southeasterly 16.5 feet of the Southwesterly 90.00 feet of said Lot 8, as measured at a right angle to and parallel with the N Y Southeasterly and Southwesterly lines thereof. N U O O o �� ,n �o /�o S \ /�/ LO Lot 9, Block 52, TOWNSITE OF MONTICELLO N m N N �S /Q f PlD 155— —05 ° o c / \ / on N �° ^ ' Aer wyP // Lot l0, Block 52, TOWNSITE OF MONTICELLO, except that part of Lot l0, Block 52, CITY or TOWNSITE OF MONTICELLO, described as follows: Beginning at I m m w /j / e%y /oco the Northeasterly corner of said Lot 10; thence Southerly along the Southeasterly line of said Lot l0 a distance of 36.00 feet, thence Westerly to a w J z \�p� point on the Northwesterly line of Lot l0 distant 36.00 feet Southerly of the Northwesterly corner of said Lot l0,• thence Northerly along said Z Z Y Z N 6 0 �e,%f o/ ` • Northwesterly line of said Northwesterly comer, thence Easterly along the Northeasterly line of said Lot l0 to the point of beginning. N Q U J C S! y9� 9rytt a lD: 0/ —0 /40 ��`? / ,y/o _ 1 w CD w � \� Location. t s able a h A,to� // The Easterly 20 feet of Lot 3 and Lot 4 and Lot 5, except the East 18 feet l0 inches of said Lot 5 (the East 18' l0" of said Lot 5 being sold to Roy p p p U p LL_ 0 /;tee �,` / I for moZzk�' e \off O _� / e// ��g / A. Louring and is described: That part of Lot 5 being more particularly described as follows: Beginning at the Southerly point of said Lot 5; thence See ots of 8t• , 0 / . \ �� x O ® Northwesterly along the Southwesterly side of Lot 5, 18 feet l0 inches; thence Northeasterly and parallel to the Southeasterly side of said Lot 5 to the L the y 3 \° O' / Northeasterly line of said Lot 5; thence Southeasterly l8 feet l0 inches to the most Easterly point of said Lot 5; thence Southwesterly to point of ° >` co / ' St i\�� 9�q / 0 /e 6J� /S 'sy Ex. Building / ry S,y/y beginning, all in Block 52 in the TOWNSITE OF MONTICELLO, according to Plat of record by John 0. Haven. a 3 —052030 f� \ / �sr ¢, No. l03 `s / 00 o �� �� \ ����N 92Q8 (Per Title Commitment No. 6832562, Commonwealth Land Title Insurance Company) ° a `3>Q et \ '`o /33 /� FFE=93/.5 �� �9 `�� FFE Low=927 J \ �� �J� 155-010-052110, 155-010-052102 & 155-010-052101) >, E 7 d . •a d a / ' �j \00 4h >O 1• ��\� d Oh J�9�323% Lots 11 and 12, Block 52, CITY or TOWNSITE OF MONTICELLO, Wright County, Minnesota and O Z / a ''4O / / / 3• / i That part of Lot l0, Block 52, CITY or TOWNSITE OF MONTICELLO, Wright County, Minnesota, described as follows: Beginning at the northeasterly corner a o •• o/ i •• N, • 10 ¢st h O' / \c of said Lot l0, thence southerly along the southeasterly line of said Lot l0 a distance of 26.00 feet, thence westerly to a point on the northwesterly cn 0 c •0 : ,s 64 l� E fpho� 0%i \` O d ` /�� ?Q / / •• j line of said Lot l0 distant 26.00 feet southerly of the northwesterly corner of said Lot l0; thence northerly along said northwesterly line to said J •tee 4j /v o & / / 3 �, northwesterly corner; thence easterly along the northeasterly line of said Lot l0 to the point of beginning. +, o c d , %� /'�,o/\/ / /s •� Together with an ingress and egress easement across the Southwesterly /0.00 feet of the Northeasterly 36.00 feet of said Lot /0, as measured at a ° L C L., N t 3� ¢. boo/ �/ 4� 9 �`S d right angle to and parallel with the northeasterly line thereof. a o Q N IV /^ �� / / (PID: l55 r0/0-052/32 0. 29599/) o ` L> o L D 155-0I0 052132 O' / L. a v h °•° / S /; /PID: 155-010-052131 / / That art of Lot l3 l in and being West of a line parallel with and l8 feet Easterly of the West line of said Lot l3 and lying and being South of a line U v ° J ° O "� /d H \ o� P lying 9 P Y y 9 9 N Ex. Buildinl O parallel with and 65 feet North of the South line of said Lot l3, and that part of Lot 14 lying and being East of a line parallel with and 47 feet West 3 0 ' /o f /¢ No ll2 �• °�, ° /p0 of the East line of said Lot 14 and lying and being South of a line parallel with and 65 feet North of the South line of said Lot 14 all in Block 52 W L c a� cot/o"27n n FFE=929.8 \ 6�" TOWNSITE OF MONTICELLO, according to the plat on file and of record in the Office of the Register of Deeds, Wright County, Minnesota. a O' °nUrri o f Sv/t i. S 1 \ e,7t ob/e - 1 , / (Per Warranty Deed No. A1493940) (PID: 155— 010— 052060) T ° 0y l Lot 6 and the East /8 feet and /0 inches of Lot 5 in Block 52 in the TOWN or TOWNSITE OF MONTICELLO, according to the plat by John 0. Haven of �v d record and situate in Wright County, Minnesota. g0 • /CB / (That part of Lot 5 being more particularly described as follows: Begin at the Southerly point of Lot 5, thence Northwesterly along the Southwesterly Z N • id \ Ri�°3.28.Q0 �il/�C., o �' • ,� side of said Lot 5, a distance of 18 feet, l0 inches; thence Northeasterly and parallel to the Southeasterly side of said Lot 5 to the Northeasterly line 0 rn� d =9�5.30 f� /,;fie •• PID: 155—�0-052110 • Q / beginning.)of Lot 5; thence Southeasterly a distance of 18 feet, l0 inches to the most Easterly point of said Lot 5; thence Southwesterly to point of N Z �0o /01 d,. O'cbJ Excepting therefrom: .� roN ryh r�oo T •, mod, , . '/ • \ • \ \ �0ryry' / Those parts of Lots 5 and 6, Block 52, MONTICELLO described as follows: W o O • , �'�•� \ Commencing at the most Easterly corner of said Lot 6; thence on an assumed bearing of North 64°5826" West along the northeasterly line of said Lot Z ••d • • �" •• �� N / •! ��� / / / 6 a distance of 3.06 feet to an outside building line being the point of beginning of the land to be described; thence South 24'1851" West along said Q W : • d or \ Fear 9 0/ Q outside building line, a distance of 0.27 feet to a building corner; thence North 65°40'10" West along said outside building line, a distance of 44.00 feet W � x •o° a•/ •• o /?"R�� \ �``r o 92 airy v to a building corner; thence North 24'185l" East along said outside building line, a distance of 0.81 feet to the northeasterly line of said Lot 5, thence a Q ✓� <v o / ' d •• d a . 'A �o Cf \ Fo ems, �01, /O A South 6405826" East along said northeasterly line of said Lots 5 and 6, a distance of 44.00 feet to the point of beginning. m ♦+ Z— w00 /Ex. Building •,d . � No. 121� • d d` \ Pl 155�10, 05�1/0��\ \ � F° � / / (Per Warranty Deed No. A1362328) � V 0 z w N FFE=929 / d d• / \ ° ° • '� �� �j (PID: 155-0/0-052/3/) O � CO F° \ 1.�► / / Those parts of Lots l3, 5 and 6, Block 52, MONTICELLO, according to the recorded plat thereof, Wright County, Minnesota described as (%� > �N /b > z / ?? o,�, follows: Beginning at the most easterly corner of said Lot /3, thence on an assumed bearing of South 25 degrees /6 minutes 44 seconds West along 11 � N ` /155-010-052031 /8 60 - d ,, "� d ry0 �\ `� the southeasterly line of said Lot l3, a distance of 165.36 feet to the most southerly corner of said Lot l3, thence North 64 �wz �� / OJ �� �C� /�' < \ degrees 58 minutes 26 seconds West along the southwesterly line of said Lot /3, a distance of 3.06 feet to a outside building line, thence o J� (0� r - / \/ CIA�'� ,\�C,� \ South 24 degrees 18 minutes 51 seconds West along said outside building line, a distance of 0.27 feet to a building corner, thence North 0 zQ Q o rnJ / v , / �( O• \� / / LLJ 65 degrees 40 minutes l0 seconds West along said outside building line, a distance of 44.00 feet to a building comer; thence North 24 m O� � Ug M_ r not suitable / �� d degrees 18 minutes 51 seconds East along said outside building line, a distance of 78.00 feet to a building comer, thence South 65 umen t / Y - `' l0' In ress d — \ ` � PID: 155/010-052060 g • I `� / / \ degrees 41 minutes 09 seconds East along said outside building line, a distance of 3.33 feet to the northwesterly line of the Southeasterly d' •d / �� ` / a egress Easemen \ 45.00 feet of said Lot l3,• thence North 25 degrees 59 minutes 31 seconds East along said northwesterly line, a distance of 3.11 feet to S s 0.9 ` �� ��� / \o° the southwesterly line of the Northeasterly 85.00 feet of said Lot l3,• thence South 65 degrees East along said southwesterly line, a / \ • / t �\ ` ° PID: 155-010-052090 0� / / distance of 30.00 feet to the northwesterly line of the Southeasterly 15.00 feet of said Lot l3,• thence North 25 degrees 16 minutes 44 seconds East along said northwesterly line, a distance of 85.00 feet to the northeasterly line of said Lot l3,• thence South 65 degrees East O� �c v along said northeasterly line, a distance of 15.00 feet to the point of beginning. \ (Z \ S'/,a / Ex. Building00 0 No._, / ) � .. / / / / (Per Warranty Deed No. 29/850) /''�e o -1 ; ; \ (PID: 155-010-052140 & PID: 155-010-052150) � '`I&/oc / PID: 155-010-052071 / �h� o / \ ' �� /� / / The East 32 feet of the Northerly l00 feet of Lot Fourteen (14), and the Northerly l00 feet, of Lot Thirteen (l3), except the East l5 feet thereof and O O \ / \ / �330 \• \/� Ln also except therefrom the South /5 feet of the East 45 feet of said Lot Thirteen (13), all in Block Fifty—two (52) in the TOWNSITE OF MONTICELLO, }_ J QJ ,A S?? 0.8 / \p Building �V / / l according to plat of record, C: J \ / / Q �� No. IOl W N / // 6 S J�� FFE=929.0 \ / AND E U 6A \ O Q N �' N ��0.9 /0 The Northerly l00 feet of Lot Fifteen (15) and the Westerly 34 feet of the Northerly l00 feet of Lot Fourteen (14), in Block Fifty—two (52), in the 1 i \\ / \ •�,• ► / /� TOWNSITE OF MONTICELLO, according to the plat on file and of record in the office of the Register of Deeds, Wright County, Minnesota, Q Z A /S\ � \�� / ���� !, Q� O O (� / , C,o A / 6o d -'' ' (Per Quit Claim Deed No. A51080I59) > U 5 U �' \'6 0� �:.?\O (PID: 155-0/005207/) Q� 2 ` 0 / "4 / / `� O\O Lots 7 and 8, Block 52, MONTICELLO according to recorded plat thereof, except the Southeasterly 16.5 feet of the Southwesterly 90.00 feet of said Lot qA 8 as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. Together with an easement for sanitary sewer and m i ♦ „^� /d ,� / \� water lines under the Southeasterly 16.50 feet of the Southwesterly 90.00 feet of Lot 8, Block 52, MONTICELLO as measured at a right angle to and O ?� parallel with the Southeasterly and Southwesterly lines thereof. O U poi/d� A� ♦� \ `y ����y \ / .°F / �h Subject to a staircase easement for ingress and egress purposes across the Northwesterly 4.50 feet of the Southeasterly 21.00 feet of the Southwesterly w O ♦II� ��- F -� 24.50 feet of Lot 8, Block 52, MONTICELLO as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. O L — Y ^^,, 4,,,,000-• I U U L i:' J a) s ' El a v.* 8. 45' <yo�e� V� ., / LEGEND: O X t��� J, � \ \ � � �, � �"\� I / • Denotes found iron monument ~ Denotes sonervalve Denotes bituminous surface Denotes � O O Denotes set chiseled X 9 d �'��.• \� / %2" Denotes set nail Denotes power pole ° <a Denotes concrete surface 4-j ,� `• \ \ ,� ;C25718 Denotes catch basin E--Denotes guy wire U Denotes electric meter Denotes wood fence Denotes beehive catchbasin ® — oHE — Denotes overhead electric REFERENCE BENCHMARK // \ '\ / \ ❑E Denotes electrical cabinet ❑7v Denotes cable television box _ — — Fo — Denotes underground fiber optics SHEET N0. Top nut hydrant near the SW corner of Fo Denotes fiber optic service box — — — uc � �v Denotes water service Denotes underground gas line I Block 52, TOWNSITE OF MONTICELLO. el- Denotes '' Denotes electric service * li ht g pale — — uE Denotes underground electric a — Elevation = 931.01 feet (NAVD 88) Bc,,/ / / �' Denotes ri ht of way Denotes gas meter 9 0 30' Denotes manhole Denotes major contour PROJECT BENCHMARK Al SMH © Denotes bollard SE corner of the SE'ly most electrical \� \ �/ Rim=927Denotes monitoring well AT. Denotes minor contour Denotes shrub bush cabinet near the SE corner of Block 52, STMH Denotes air conditioning l Denotes existing adjoiners SCALE: 1" = 30' TOWNSITE OF MONTICELLO. \ LS 15233 Denotes Dennis Ta or, LS Denotes waters edge I Elevation = 928.45 feet NAVD 88 \ Rim=92743 O yl p ( ) Inv=9/9.78'/- �a Denotes tree, deciduous uP Denotes to of bank � \ LS 25718 Denotes Daniel Thurmes, LS oHw Denotes ordinary high water (OHW) line EMH Denotes electric manhole oa Denotes stone wall Northwest corner of Sec. Il, -Two. 121, Rng. 25, Wright / 3+2 County, Minnesota —710 II / (Cast Iron Monument) ZZ Preliminary Peat of BLOCK 52 FIRST ADDITION ON- \ / s 'Qi \ � -Ruin- 1.64 s llrl,,v((NW-9//8.98 \ \ /ss/s oy� � 44, �/ -06 19 o N y Rem cop 3 aN o) I� /N� o� o °� ° �8� �os7,`TOOo °Nw 1 n N 89 03 46 E 2990.52 1 9 / CITY OF MONTICELLO WRIGHT COUNTY, MN SOILS CHART Map symbol & soil name Hydrologic group Water table depth (in) 406: Dorset sandy loam, 0 to 2 percent slopes B >80 D67C: Hubbard loamy sand, 2 to 12 percent slopes A >80 D67A: Hubbard Loamy sand, 0 to 2 percent slopes A >80 * Data from USDA Web Soil Survey Block Lot Total Lot Area I I 1 90,972 S.F. (2.08*/- Acres) - -� --J\ - - - ---------% _\ �C /� \� ��/ 9 T \ ' I f . ^ / Property Descriptions: ! (Per Title Commitment Policy No. OXI3505205 Old Republic Title) S' / (P/D 155-010-052090, 155-010-052070 & 155-010-05203/) 6St/9� \� oe�? 6 c/A ��' \ A strip of land /6 112 feet frontage on Broadway and 90 feet in depth in the Southeast corner of Lot 8, Block 52, TOWNSITE OF MONTICELLO, also ` i\I t`�/° \ / / described as the Southeasterly 16.5 feet of the Southwesterly 90.00 feet of said Lot 8, as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. lP Y2" \ \� \y\off /ry //o2 Lot 9, Block 52, TOWNSITE OF MONTICELLO co N 15233 j,' / r' , 3 ` / \ / \ / �� �� \� 7b0 Lot /0, Block 52, TOWNSITE OF MONTICELLO, except that part of Lot /0, Block 52, CITY or TOWNSITE OF MONTICELLO, described as follows: Beginning at vt / -West Quarter corner of -'�� �' \/\ \ \ J �7 the Northeasterly corner of said Lot /0,• thence Southerly along the Southeasterly line of said Lot /0 a distance of 36.00 feet; thence Westerly to a point Sec. H, Twp. 121, Rng. 25, / t ,, h / o \rO / Wright County, Minnesota �; �,� / /;� IS ` / �� `� \ ` ' "� on the Northwester/y line of Lot /0 distant 36.00 feet Southerly of the Northwester/y corner of said Lot l0, thence Northerly along said Northwesterly line ey e '� S t/ / \ \ O / / / of said Northwesterly corner; thence Easterly along the Northeasterly line of said Lot /0 to the point of beginning. l (Cast Iron Monument) / „� �o of of %f ° k T / C /P 3/4 \ �ofsc� / o The Easter/ 20 feet of Lot 3 and Lot 4 and Lot 5 exce t the East /8 feet l0 inches of said Lot 5 the East 18' l0" of said Lot 5 bein sold to Ro A 1 \ Ty Open / y// ° �o P iS y8 ° s /o 1 / o „O/ \ Nofes / ( `/yO�b�s f/b �Y / 1 \ / coo BS \ EJ P/D: 155-0 052/40 / �\l 1 '\ry°°'� •p O Oh// ��-Sg101 ¢ \`\ \/ '`°0c°fio \ (b * a / O F� 6 \ l o STMH i i , ° h O h S' /%,� �0.. ,h � "I of �9 0 O• No ��io;' c `� 0 a + 0 O \ co /y e _ o� 0 28 / co ,r r� 4� Rim=923.78 �� / �Sefs 6� /esf fhe % \ I/? /`/ 4// s4;fO6/ �¢S2 % / '�F�g33 ` / \\\\�\� •�. cy S'L/h' 4-0, e /S g !v. /t�; �•g2j / / o \ _ �f O� <� /�'� 9?�8 \ O) , / `� 4'40 9 a h t/°\° �oy.Is 64o .h �N / i8 �Q \/ /ry 3 � � � \� - y°3 S, OLQ � .o: `�� / •' �• . ���\ °f tof, h �) l O dot \ a \ / °,\ ryh��' �• ,� lam/ `of/jeo;Q� F�� /\� Pa \ F f r cO/�io� n `y/� 21578 a / % n7o of Ex. Building °No. 155S / / i' r % BS QQ0 /\ FFE=929. / / �� / I'NF/ \ `/ PID: 155 010-052110 Any // o\, 0 / m /. / o/• y /i / �O O ,\. O / / „O�4j ? 6) \,\ '� cB Hof �e N ^� lb / \ \ F \ A / oh rr ' 1 //� 9 / \ /O. / \V1� ` o ••�/SSA° °f 4O . V �\\( / \ •� �O V lvOy/ 7\// Y ,� �J / 0•� ••O • /�� / /O,°Sy 92 C( / / p4.4 / t • / x P/D: 155-0/0 0520/0 /\ �\ -, ��`/ a fix. tuilding / 1 • . • /G.. / Elev. /3/.0/ / / ,� No. 121 •.• ' S Q� 6 , 7 FE= 929. 2 9 . • ' SRO/� / ,\ \ N / / / / 2 8 / / I � a 55 CX 1% SMH \ /? / PIO V 60 V F9 /ri \ t t Rim =928.6/ / a 96\ / �, / / 52 / r s e / / 0 ,l s 9r s \W i hry r Inv=9/6.11 / /\ '\4O 1 °'� 010�0 .� �� �/, „ Foses \ S. s o / 55 / t f �e� / \a , STMH / - ' ID 1 /' t�� / '\// O y� - 0 ai / �: Rim=928.l0 \`\ \ Q Ex. Building ry \ ` O I PID: 155 010 0521090 o r / i No. ll3 ca / �f / /FFE=928..9 °'/ c ' ��` / Oh / c 00 1127 o,, '04-yJ / 2il 1 lb if S2 g 1 s i e of L 6' 9 ? \ o� p10 55 /. 0ok � 0'9 / \ NS Co \ / , a A. 4 r 9 01161 I �/P %2„ / �\ 257/8 0 40' SCALE: I" = 40' SMH Rim=927.58 STMH O \ Rim=927.43 \ry I In-9/9.78'/- VICINITY MAP t Sec. 11, Twp. 121, Rng. 25 Wright County, MN o \ I o v o 4th S 7th St W h � G o I I Z lnterstote 9 4 NO SCALE Survey Notes. 1. No search for restrictions or easements or adjoining deeds was made by the surveyor. 2. Bearings are based on the Wight County Coordinate System (NAD83 86ADJ.) J. Reference Survey's for the City of Monticello of Block 52, TOWNSITE OF MONTICELLO, by Anderson Engineering of Minnesota, LLC., dated 8129119, and Taylor Land Surveyors, Inc., dated J11910L 4. The field work of this survey was performed on February 25th, 2022. Due to snow and ice conditions, the surveyor further does not warrant that the improvements are in the exact location, although does certify that they are located as accurately as possible from the conditions available. 5. The plot of TOWNSITE OF MONTICELLO was recorded May 1855. 6. Potential title gaps or overlaps exist due to parcels being described from opposite directions, such as "The Southerly 65 feet" vs "The Northerly l00 feet" of Lots 14 and 15. 7. A Gopher State One Call was requested as Ticket No. 220480716. 8. Block 52, TOWNSITE OF MONTICELLO is located in Zone C, an area of minima/ flooding per FIRM Community -Pane/ No. 27054/0005B, effective date November 1, 1979. 9. The Ordinary High Water Line of the Mississippi was located at the natural top of bank of normal flow height of the river (elevations vary). I hereby certify that a boundary survey has been completed for the preliminary plat of BLOCK 52 FIRST ADDITION, Sherburne County, Minnesota. Signed: Craig A. Wensmann Date: 4/4/22 Lic. No. 47466 y P g y • Laurin and is described: That art of Lot 5 being more articular/ described as follows: Beginning at the Southerly point of said Lot 5• thence 9 P 9 particularly 9 9 y Northwesterly along the Southwesterly side of Lot 5, 18 feet l0 inches, thence Northeasterly and parallel to the Southeasterly side of said Lot 5 to the Northeasterly line of said Lot 5, thence Southeasterly /8 feet l0 inches to the most Easterly point of said Lot 5,• thence Southwesterly to point of beginning, all in Block 52 in the TOWNSITE OF MONTICELLO, according to Plat of record by John 0. Haven. (Per Title Commitment No. 6832562, Commonwealth Land Title Insurance Company) 155-010-052110, 155-010-052102 & 155-010-052101) Lots ll and 12, Block 52, CITY or TOWNSITE OF MONTICELLO, Wright County, Minnesota and That part of Lot /0, Block 52, CITY or TOWNSITE OF MONTICELLO, Wright County, Minnesota, described as follows. Beginning at the northeasterly corner of said Lot /0,• thence southerly along the southeasterly line of said Lot /0 a distance of 26.00 feet, thence westerly to a point on the northwesterly line of said Lot /0 distant 26.00 feet southerly of the northwesterly corner of said Lot /0; thence northerly along said northwesterly line to said northwesterly corner, • thence easterly along the northeasterly line of said Lot /0 to the point of beginning. Together with on ingress and egress easement across the Southwesterly /0.00 feet of the Northeasterly 36.00 feet of said Lot l0, as measured at a right angle to and parallel with the northeasterly line thereof. (Per Warranty Deed No. 295991) (P/D: 155 - 0 / 0 - 0 52 / 32) That part of Lot /3, lying and being West of a line parallel with and /8 feet Easterly of the West line of said Lot /3 and lying and being South of a line parallel with and 65 feet North of the South line of said Lot /3, and that part of Lot /4 lying and being East of a line parallel with and 47 feet West of the East line of said Lot /4 and lying and being South of a line parallel with and 65 feet North of the South line of said Lot /4 a// in Block 52 TOWNSITE OF MONTICELLO, according to the plot on file and of record in the Office of the Register of Deeds, Wright County, Minnesota. (Per Warranty Deed No. A/493940) (P/D: 155- 0 /0 - 052060) Lot 6 and the East /8 feet and /0 inches of Lot 5 in Block 52 in the TOWN or TOWNSITE OF MONTICELLO, according to the plot by John 0. Haven of record and situate in Wright County, Minnesota. (That part of Lot 5 being more particularly described as follows: Begin at the Southerly point of Lot 5, thence Northwesterly along the Southwesterly side of said Lot 5, a distance of /8 feet, l0 inches, thence Northeasterly and parallel to the Southeasterly side of said Lot 5 to the Northeasterly line of said Lot 5; thence Southeasterly a distance of /8 feet, l0 inches to the most Easterly point of said Lot 5,• thence Southwesterly to point of beginning.) Excepting therefrom: Those parts of Lots 5 and 6, Block 52, MONTICELLO described as follows. Commencing at the most Easterly corner of said Lot 6; thence on an assumed bearing of North 64°5826" West along the northeasterly line of said Lot 6 a distance of 3.06 feet to on outside building line being the point of beginning of the land to be described, • thence South 24'1851" West along said outside building line, a distance of 0.27 feet to a building corner; thence North 65°40'10" West along said outside building line, a distance of 44.00 feet to a building corner; thence North 24018'51" East along said outside building line, a distance of 0.81 feet to the northeasterly line of said Lot 5, thence South 64°58'26" East along said northeasterly line of said Lots 5 and 6, a distance of 44.00 feet to the point of beginning. (Per Warranty Deed No. A1362328) (P/D: 155- 0 /0- 052/3/) Those parts of Lots /3, 5 and 6, Block 52, MONTICELLO, according to the recorded plat thereof, Wright County, Minnesota described as follows. Beginning at the most easterly corner of said Lot Q; thence on an assumed bearing of South 25 degrees /6 minutes 44 seconds West along the southeasterly line of said Lot /3, a distance of 165.36 feet to the most southerly corner of said Lot /3,• thence North 64 degrees 58 minutes 26 seconds West along the southwesterly line of said Lot /3, a distance of 3.06 feet to a outside building line, thence South 24 degrees /8 minutes 5/ seconds West along said outside building line, a distance of 0.27 feet to a building corner, • thence North 65 degrees 40 minutes /0 seconds West along said outside building line, a distance of 44.00 feet to a building corner; thence North 24 degrees /8 minutes 5/ seconds East along said outside building line, a distance of 78.00 feet to a building corner, • thence South 65 degrees 41 minutes 09 seconds East along said outside building line, a distance of 3.33 feet to the northwesterly line of the Southeasterly 45.00 feet of said Lot /3,• thence North 25 degrees 59 minutes 3/ seconds East along said northwesterly line, a distance of 3.11 feet to the southwesterly line of the Northeasterly 85.00 feet of said Lot /3,• thence South 65 degrees East along said southwesterly line, a distance of 30.00 feet to the northwesterly line of the Southeasterly 15.00 feet of said Lot Q; thence North 25 degrees 16 minutes 44 seconds East along said northwesterly line, a distance of 85.00 feet to the northeasterly line of said Lot Q; thence South 65 degrees East along said northeasterly line, a distance of 15.00 feet to the point of beginning. (Per Warranty Deed No. 291850) (P/D: 155-010-052140 & P/D. 155-010-052150) The East 32 feet of the Northerly /00 feet of Lot Fourteen (14), and the Northerly l00 feet, of Lot Thirteen (0), except the East 15 feet thereof and also except therefrom the South /5 feet of the East 45 feet of said Lot Thirteen (l3), all in Block Fifty-two (52) in the TOWNSITE OF MONTICELLO, according to plot of record, The Northerly l00 feet of Lot Fifteen (15) and the Westerly 34 feet of the Northerly /00 feet of Lot Fourteen (14), in Block Fifty-two (52), in the TOWNSITE OF MONTICELLO, according to the plot on file and of record in the office of the Register of Deeds, Wright County, Minnesota, (Per Quit Claim Deed No. A51080I59) (P/D: 155- 010052071) Lots 7 and 8, Block 52, MONTICELLO according to recorded plot thereof, except the Southeasterly 16.5 feet of the Southwesterly 90.00 feet of said Lot 8 as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. Together with an easement for sanitary sewer and water lines under the Southeasterly 16.50 feet of the Southwesterly 90.00 feet of Lot 8, Block 52, MONTICELLO as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. Subject to a staircase easement for ingress and egress purposes across the Northwesterly 4.50 feet of the Southeasterly 2LOO feet of the Southwesterly 24.50 feet of Lot 8, Block 52, MONTICELLO as measured at a right angle to and parallel with the Southeasterly and Southwesterly lines thereof. LEGEND: Denotes found iron monument X Denotes set chiseled "X" 0 Denotes set nail IL Denotes catch basin ® Denotes beehive catchbasin Le Denotes electrical cabinet ® Denotes water service ®s Denotes electric service Denotes manhole ® Denotes monitoring well Denotes air conditioning ^%Ik LS 15233 `frt Denotes tree, deciduous LS 25718 IDEMH Denotes electric manhole SBL — Denotes waterva/ve Denotes sign Denotes power pole Denotes guy wire Denotes electric meter Denotes cable television box Denotes fiber optic service box Denotes light pole Denotes gas meter Denotes bollard Denotes shrub/bush Denotes Dennis Taylor, LS Denotes Daniel Thurmes, LS Denotes stone wall Denotes building setback line Bearings are based on the Wright County coordinate system (NAD83 86adj.). For the purpose of this survey, the North line of the NE Y4 of the SE Y4 of Section 29, Township 30, Range 23, is assumed to bear South 89 degrees 58 minutes 54 seconds East • Denotes found iron monument O Denotes Y2 inch x 14 inch iron monument with a plastic plug stamped R.L.S. 47466 Denotes found rebar 0 Denotes found cast iron monument X Denotes found chiseled "X" Denotes set nail REFERENCE BENCHMARK: Top nut hydrant near the SW corner of Block 52, TOWNSITE OF MONTICELLO. Elevation = 931.01 feet (NAVD 88) PROJECT BENCHMARK: SE corner of the SE'ly most electrical cabinet near the SE corner of Block 52, TOWNSITE OF MONTICELLO. Elevation = 928.45 feet (NAVD 88) DEVELOPER: Mark Buchholz 4379 33rd Ave S, Suite 121 Fargo, ND 58104 (701) 371-1646 OWNER: City of Monticello 505 Walnut St, Suite I Monticello, MN 55362 SURVEYORS & ENGINEERS: Bogart, Pederson & Associates, Inc. 13076 First Street Becker, MN 55308-9322 763-262-8822 TOTAL AREA: 2.08*/- Acres EXISTING ZONING: CCD - Central Community District PROPOSED ZONING: CCD - Central Community District DENOTES BUILDING SETBACKS: 15' from abutting single family homes 8' from public streets Zero setback for interior sides Drainage and Utility Easements are shown thus: -/2�--------+/2- NOT TO SCALE Being 12 feet in width and adjoining lot lines, as show on the plat DATE: 4 1 22 FIELD DATE: March 7, 2022 BK/PG: 86.22/ 17-17,22 DRAWN BY: CK CHECKED BY: CAW/CEG DWG FILE: 22-0048 Prelim FILE NO: 22-0048.00 REVISIONS: I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Signed: Craig A. Wensmann Date: 4/1 /22 Lic. No. 47466 PEDERSON pBOGART, h& ASSOCIATES, INC. Denotes bituminous surface LAND SURVEYING CIVIL ENGINEERING a a , as Denotes concrete surface MAPPING 13076 FIRST STREET, BECKER, MN 55308-9322 0 Denotes wood fence TEL: 763-262-8822 FAX: 763-262-8844 - — — oHE - Denotes overhead electric - — Fo — Denotes underground fiber optics - — UG Denotes underground gas line PRELIMINARY PLAT - — UE Denotes underground electric Denotes right of way f o r Denotes major contour Denotes minor contour Denotes existing odjoiners Ston ewood Development Denotes waters edge — UP Denotes tap of bank oHw Denotes ordinary high water (OHW) line BLOCK 52 FIRST ADDITION Denotes soil type boundary D67A Denotes soil classification type City of Monticello BOGART, PEDERSON & ASSOC/AYES, INC. Wright County, MN SHEET 1 OF 1 \ \ \ 4- S 9 O I \ 9706 \�J�9 `6 � 5 / 6 9z 0 oyF 60 Q / /P %2" 15235 Cb Ex B61� GUT / O ., O• GNF EEN CURB &- oyF \ /� / \80- �� \ MAAA /�XISTING _ "P�AVEN/t"EN�TYP) 0 / END CURB / GUTTER \ \ , /GUTT RU(TYP) SMH � � / � / / / / / / /CB / 921,64 /I = 9 .98 I v(E)= 7 \ / 0y11_ \ \ BITUMINOUS PAVEMENT � 9/S jp� \ \ < d° d, CONCRETE SIDEWALK OR APRON 60 \ \ oyF \ T ♦ 0y MATCH EXISTING \ I CURB & GUTTER \ 6 PARKING CALCULATION / CONCRETE DRIVV�A\ ON -SITE PARKING = 114 SPACES / \ \ / S PER CITY STANDARDOFF-SITE PARKING = 12 SPACES ♦ /\ UG � o O% \ \ (PARALLEL PARKING ON BROADWAY) ♦ / G NEW B618 CURB & GUTTER B612 CURB & \ \ 6 " AS PER CITY STANDARDS / GUTTER (TYP) \ /0,Q, / RETAINING WALL #2\ / \ o� o 2 \ LENGTH = 42 LF 330 A; °° \�, s / / HEIGHT = 0 TO 10'-4" MATCH EX G CURB & GUTTER Q� BITUMINOUS 16 �c \ / PAVEMENT O / \ , / RETAINING WALL #3 BITU NOUS r`/ / (TYPE B61URB (TYP / 6:°,�. \� / 4-2"LENGTH = 100 LF GJ4TT _ .. _.. J/ \ HEIGHT = 0 TO -2" / Elev: 931.0 O / CONCRETI >P° SMH / Lida' / _ SIDEWALK / (TYP) Rim=928.61 a l Inv=916.11 / / HANDI,Ci STMH / so / SIGN GI Rim=928.10 / / `b (TYP/ � � In v= \ \/\ d41 AN a d MATCH EX1J`TG� CURB &GUTTER\ d�F NEW B618 CURB & GOR AS PER CITY & COUNTYE\ ANDARDS 'iys \ ♦ MATCH EXISTING / CURB & GUTTER /O \ / / / / (5) CONCRE / STEPS \ STMH / Rim= 923.78 Sti/y\ In v= lb s� 1h' cb ��lyJ9 9 2 / ��� /O�h ' os� \ \'Qo // /P '/2\ \ 121578 \ NEW CONCRETE SIDEWALK AS PER CITY & MNDOT / \/ d i STANDARDS (TYP) \ �� •����/ HANDICAP SIGNAGE \ \ 1. PROVIDE HANDICAP SPACE SIGNAGE A(S PER MN A)^0° v STATUTE 169.346 ($200 00 FINE) AND MN MUTCD a3 ° 2. PROVIDE "NO PARKING" SIGNAGE A ,HEHEAD •�° OF HANDICAP AC�ESS AISLES, NMORE THAN / x 8-FT FROM THE HEAD OF THE AISLES � \ RETAINING WALL #4 LENGTH = 338 LF HEIGHT = 0 TO 3'-0'/ / \ � O1 �Y O STANDPIRDS (TYP) / Ex. Building ,Q / No. 101 / t / CONCRETE � d � ��� \/ SIDEWALK \� SAS TYP) O o Qjd d d da / PID: 155-218-001010 NEW CONCRETE SIDEWALK AS PER CITY & MNDOT / �_b \ ` ° STANDARDS (TYP) da F � vie / � — •.�O � / OI^v / Project BM: 0) v' � \_ El e v.• 928. 45' ° ° MATCH EXISTIN sfe • v 4 � \CURB & GUTTER21 Q5718 1N 618 CURB & GUTTER MATCH EXISTIN AS PER Y & COUNTY \URB & GUTTER STANDARDS,, , \ A� SMH \Rim= 927.58 / \ \ STMH \ \ \ Rim = 927.43 / O \ Inv= 919.78f -0-0 N O p 0 N Q ,U O Q SURFACING NOTES: o N I "E O O 1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARY TO ATTAIN W N THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET Cl). U) 0 TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL J c O ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT Q SPEC. 21 1 1) SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO O O p THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITY TRENCHES SHALL BE — U N PERFORMED BY AN INDEPENDENT TESTING FIRM. U •= 0- i N 2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE Z) Q GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. (n O O 3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS OR CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE. U J E } 4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE ABUTS EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE POURS ABUT EACH OTHER. (5 U 5. CONCRETE PAVEMENT OR APRONS, WHICH ABUT DOORWAY OPENINGS SHALL BE - N TIED TO THE FLOOR SLAB WITH #4 BARS ALONG THE ENTIRE WIDTH OF THE DOORWAY. z N 9 N SEE DETAIL ON SHEET C3. w p 6. SEE SHEET C1 FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS, AND CURB AND GUTTER. U z O L 12" A 18" .OSO 5TANDARD UNIVE1Z5AL ILL ACGE55BLE PARKING 51GN WITH p 2-3/0" / CADMIUM 50L75. NUTS AND LOCKS. THIS 5iGN TYPICAL AT EACH LL LU ACCE555LF_ PARKING 5PAC5. O z I ' I LOCATE "NO PARKING" SIGN AT z W CD u.1 LB MEAD OF ACCE55 AroLE, I 7 ^ 5TANDARD "VAN-ACCE555LZ- 516N } REQUIRED AT VAN-ACCE55113Z PARKING 5TAU,'5 ONLY. w Z Q 'V z �2' � 7 L PIA GALVAiVfLED 5TEE1_, POST. -PAINTED W W -- - a N �- F1NI5HED GRADE ^ D 3000 P51 CONCRETE v J NOTE: Li AGGE55BLE PARKING 51GN 5HALl. CONFORM WITH CURRENT STATE AND W LOCAL CODES AND REGULATIONS. �n I•_4. XCATE A MAXIMUM OF 8'-0" FROM THE "MEAD" OF THE STAf_!.. LEVEL OF PARKING SURFACE ♦ ^ 1 AGGE5513LZ SIGN PETAII�IGN PETAL �JJ NTS t c C c LANES 5" WIDE 'ROVVE WHITE PAINTED SYMBOL AT EACH 4GCE5515[ 5 PARKING STALL, CENTER SYMBOL N STALL. AGGE5513LZ 5YM30L NTS CIVIL SHEET INDEX CS1............................................................................................................................................SITE PLAN Cl...............................................................................................STANDARD NOTES & SPECIFICATIONS C2 - C3.....................................................................................................................STANDARD DETAILS C4......................................................................................................DEMOLITION & REMOVALS PLAN C5..................................................................................................................................GRADING PLAN C6................................................................................................................SWPPP - STANDARD NOTES C7..............................................................................................................SWPPP - STANDARD DETAILS C8............................................................................................................................SWPPP - PLAN VIEW C9........................................................................................................................................UTILITY PLAN Z O U LU w 0 w d N N O CN vUi X X to00o 0 r U co 2 cM) (05 O � � a) IN N U U O U .N O c N U N N c N Q N r L a i LO OC Z 0 Co N = O cn O T Z LU O o C� UO N co `t � Z 1 Lo I V)'� LU w �p w LUJ O O V) OL IL LU �< J w w O U � O LU = Z �v v O Q �, z LU Z m i2 < z0 IZ / PROJECT NUMBER: / SITE PLAN 22015 � SCALE: cn 1 "=30' / In / 0 30 60 120 0 N CS 1 OF 1 STANDARDS AND REFERENCES Materials and construction methods specified in the plans reference the Minnesota Department of Transportation (MNDOT) Standard Specifications for Construction. The Contractor shall obtain a current copy of MNDOT's Standard Specifications for Construction and review the specification sections applicable to the plans. It is mandatory that the Contractor be knowledgable of the applicable MNDOT specification sections during construction. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with the applicable specification sections. Contractor shall refer to the geotechnical report for additional requirements and recommendations EARTHWORK NOTES PROTECTION 1) The Contractor shall maintain all benchmarks, monuments and other reference points. If any are disturbed or destroyed, they shall be replaced at the Contractor's expense. 2). The Contractor shall contact the Engineer immediately if any unknown functioning underground utilities are discovered during the course of the project, which may interfere with construction. The Contractor shall wait for instructions before proceeding. 3) The Contractor shall be responsible for any damage to functioning underground or overhead utility lines. Damaged utilities shall be repaired immediately and service restored at no additional cost to the Owner. 4) The Contractor shall provide barricades, shoring and other safety measures required by OSHA. 5) The Contractor shall protect all adjacent existing facilities from damage, including, but not limited to settlement due to excavations, erosion, etc. The Contractor shall be responsible for the repair of such damages. PROJECT CONDITIONS 1) The Contractor shall become familiar with the project site, and compare actual conditions in the field with those shown on the project drawings. The Contractor shall contact the Engineer immediately if any inconsistencies are found between the existing conditions and the project drawings. 2) No extra compensation will be allowed due to unusual conditions which could have reasonably been determined or anticipated by examination of the project site and project drawings. PLAN GRADES 1) Elevations shown on the project drawings are finished grade elevations, unless noted otherwise. Elevations not specifically indicated shall be determined by interpolation of uniform slope between spot elevations and/or contours, or between such points and existing elevations. Adequate slope shall be constructed to provide positive drainage away from structures. 2) If inconsistencies exist on the plans between contours and spot elevations, the spot elevations shall govern. TOPSOIL 1) Adequate imported and/or stockpiled salvageable topsoil shall be utilized for this project. 2) Topsoil shall be free of clay lumps, roots, brush, large stones, and debris, and shall have a minimum organic content of 5 percent. 3) Remove topsoil to its entire depth from areas, which are to be disturbed by new construction work. Existing lawn areas, which are not in the proposed construction area shall remain in place. The Contractor shall field verify topsoil depths between any soil borings, and remove to greater depths than indicated in the soils report if such conditions are encountered. Salvaged topsoil shall be maintained in stockpiles. 4) Stockpiled topsoil shall only be used for finish grading of new lawn areas. Excess topsoil shall be removed from the site by the Contractor. 5) Protect all existing lawn areas, plantings, and other landscaping to remain in place. Any damaged areas shall be replaced at the Contractor's expense. UNFORESEEN OBSTACLES 1) The Engineer shall be contacted immediately if any unforeseen major obstacles are encountered during excavation, such as abandoned wells, abandoned or functioning utilities, subsurface streams or rock, etc., which would add significant expense to the Contractor. 2) The Contractor shall still be responsible for completing all work required for this project where encountered conditions may be reasonably determined from a soils/geotechnical report and review of the project site and contract documents. DEWATERING 1) Surface drainage shall be provided during construction in a manner so as not to create a nuisance to adjacent areas. 2) All excavations shall be free of water during construction within the excavations. Dewatering shall be accomplished by pumping or trenching, and shall be conducted regardless of the cause, source, or nature of the water. 3) Berms, cofferdams, or piling shall be provided as necessary to protect excavations. 4) Excavations shall be sloped to drain, and necessary pumps, hoses and other equipment shall be provided to keep excavation free of water. 5) All temporary equipment used for dewatering shall be removed from the site when no longer necessary. FILLING AND GRADING 1) Rough grading of all areas within the construction limits, including adjacent transition areas shall be reasonably smooth and compacted. The rough graded subgrade surface generally shall not be more than 6 inches above or below the established subgrade elevations. All ditches, swales, and gutters shall be graded to drain adequately. The subgrade shall be evenly sloped to provide drainage away from building walls in all directions at a minimum slope of 1 %. The Contractor shall provide rounded transitions at top and bottom of banks and other breaks in grade. 2) Fill and backfill materials shall be inorganic soils free of roots, rocks, boulders, and debris. 3) Bedding material or granular backfill larger than 2" in its largest dimension shall not be allowed within 2 feet of new underground pipes. Material larger than 3" in its largest dimension shall not be allowed within 1 foot of subgrade elevation. 4) Imported compacted fill material shall have a maximum of 12 percent passing the #200 sieve, by weight. The proposed fill material shall be tested by an independent testing lab for suitability as compacted fill for this project. The Contractor shall pay for the testing services and provide a copy of the test results to the Engineer. 5) The Contractor shall fill and grade as necessary to bring surface to required elevations, and provide all materials necessary, whether obtained on or off the project site. 6) The Contractor shall place compacted material in uniform horizontal lifts not exceeding 8" in depth for clay soils, and 12" in depth for sandy soils, and compact as required to achieve specified density. 7) Compaction shall be obtained with the use of vibratory rollers or rammers. During compaction, fill material shall contain moisture content, as necessary, for the required compaction as indicated by an independent testing laboratory. The moisture shall be uniform throughout each lift. If the material is too dry, water shall be added with approved equipment and methods, which will not wash out fine material. If the material is too wet, it shall be dried by harrowing, disking, blading, or other approved methods recommended by the independent testing laboratory. 8) Areas designated for pavement in excavated (cut) areas shall be scarified to a depth of 1 foot. The Contractor shall bring the subgrade material to optimum moisture content as indicated by the independent testing laboratory, and compact the subgrade to the specified density listed below for soils underneath pavements. 9) The Contractor shall not place fill material when either the fill material, or the material on which it is to be placed, is frozen. Any soft or yielding areas appearing in the fill resulting from frost, rain, or any other reason whatsoever shall be scarified, removed, recompacted and/or otherwise rectified to the satisfaction of the Engineer before any new fill is placed. COMPACTION TESTS 1 UtilityTrench Backfill: The Contractor's independent soils technician and approved testing laboratory shall p pp g rY perform in -place density and moisture tests at random depths in trench backfill at 100 foot intervals, or fraction thereof. Compaction of trenches shall be a minimum of 95% of the maximum dry density (as determined by the independent testing laboratory) in lawn areas, and at depths greater than 3 feet below areas designated for pavement. Compaction of trenches at depths within 3 feet of paved surfaces shall be a minimum of 100% of the maximum dry density. 2) Compacted Fill Under Pavements: Compaction tests shall not be required beneath new pavements. Adequate compaction of materials under pavements shall be determined by test rolling the subgrade, and checking for excessive rutting. Test rolling shall be performed as per MNDOT Spec. 2111. 3) Areas exhibiting a failed compaction test shall be re -compacted and re-m tested to the satisfaction of the Engineer prior to acceptance of the project. 4) Copies of all compaction testing and test roll observation reports shall be provided to the Engineer. 5) Optimum moisture -density relationship will be determined by testing laboratory in accordance with ASTM D698 and maximum density determination made by Method D of ASTM D698 unless otherwise noted in these specifications. SUBGRADE PREPARATION 1) Finished subgrade elevations shall be as follows: a) Bituminous pavement: 9" below finish grade. b) Concrete pavement/apron: 12" below finish grade. b) Concrete sidewalk: 8" below finish grade. c) Lawn areas: 4" below finish grade. d) Planting areas: See Landscaping Plans/Details 2) The tolerance for areas to be paved shall not exceed 0.15 feet above or below plan subgrade. 3) The Contractor shall protect newly graded areas from erosion. Settlement or washing that occurs prior to acceptance of the Work shall be repaired and grades re-established. DISPOSAL OF EXCESS WASTE MATERIALS 1) The Contractor shall remove excess excavated material, debris, and waste materials, from the Owner's property and legally dispose of it in accordance with all governing codes. SPREADING TOPSOIL AND FINISH GRADING 1) Scarify subgrade to depth of 3" prior to placing topsoil. Spread topsoil evenly over complete subgrade as follows: a) Lawn Areas on Private Property: Spread 4" lightly compacted layer of topsoil. b) Lawn Areas in Public Right-of-way: Per City requirements c) Planting Areas: See Landscape Plan/Details 2) Finish grade accurately within 0.15 feet of finish grades shown on the project drawings, less the thickness of any sod where it is to be installed. Slope all grades away from buildings to provide positive drainage. 3) Prepare topsoil suitable to receive seed and/or sod. Grading of areas designated for topsoil shall be reasonably smooth and even, and in accordance with MNDOT Spec. 2105.3G and 2574.3A4. All debris and stones exceeding 3" in diameter shall be removed from the soil surface of these areas prior to seeding. Areas compacted by vehicles or storage of materials shall be plowed, disked and harrowed to match texture of other finish graded areas. 4) Grass seed shall be in accordance with MnDOT Spec. 3876, seed mix No. 25-131, applied at the rate of 220 pounds per acre or as indicated on the landscape plans. Mulch shall be applied and discanchored to all seeded areas and shall meet the requirements of MnDOT Spec. 3882, Type 3 or as otherwise indicated by the Engineer. UTILITY NOTES STANDARD SPECIFICATIONS 1) The following standard specifications shall apply to this project: a Minnesota PlumbingCode - MN Rules Chapter 4714 MN Dept. of Labor and Indust -MNDLI P ( P rY ) b) Uniform Plumbing Code, latest edition (UPC) c) "What you need to know about utility service connections in the 2015 Minnesota Plumbing Code" http://www.dli.mn.gov/CCLD/PDF/pe_usc.pdf d) City Engineers Association of Minnesota (CEAM) Standard Specifications e) American Society for Testing Materials (ASTM) f) American National Standards Institute (ANSI) g) American Water Works Association (AWWA) h) Minnesota Department of Transportation "Standard Specifications for Construction" (MN/DOT) 2) The Contractor shall comply with all local ordinances and codes 3) Certifications of all utility materials, as well as shop drawings, shall be submitted to the Engineer for review POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS - SANITARY 1) Smooth walled polyvinyl chloride pipe and fittings shall consist of SDR 26 or SDR 35 pipe, unless noted otherwise, and meet the requirements of ASTM D3034 and Section 2621.2A5 of the CEAM Standard Specifications 2) All pipe and fittings shall be SDR 35 for depths of up to 20 feet, and SDR 26 for depths exceeding 20'. 3) Pipe joints shall meet the requirements of Section 2621.3A3 of the CEAM Standard Specifications. DUCTILE IRON (DIP) PIPE AND FITTINGS - WATER 1) Ductile iron pipe and fittings shall meet the requirements of Table 604.1 of the UPC, and Section 261 1.2A1 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements of Section 605.5 of the UPC, and Section 261 1.3B of the CEAM Standard Specifications. Stainless steel fasteners shall be prohibited. 3) 6' pipe shall be Class 52. 8" and larger pipe shall be Class 50. POLYVINYL CHLORIDE (C900 PVC) PIPE AND FITTINGS - WATER 1) Polyvinyl chloride pressure pipe and fittings shall meet the requirements of Table 604.1 of the UPC, and Section 261 1.2A3 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements of Section 605.4 of the UPC, and Section 261 1.3B of the CEAM Standard Specifications. GATE VALVES - WATER 1) Gate valves shall meet the requirements of Sections 261 1.2C and 2611.31D of the CEAM Standard Specifications HYDRANTS - WATER 1) Hydrants shall meet the requirements of Sections 261 1.2B and 261 1.3D of the CEAM Standard Specifications 2) Hydrants shall be Waterous WB67, or approved equal BLOCKING AND ANCHORING - WATER 1) Water main blocking and anchoring shall meet the requirements of Section 261 1.3A4 of the CEAM Standard Specifications 2) Provide thrust reaction blocking consisting of concrete with a minimum 28 day compressive strength of 2000 psi. 3) Place between undisturbed ground and the fitting to be anchored. Place thrust blocking so that the pipe and fitting joints are accessible for repair. 4) Mega -Lugs may be used in lieu of thrust block if allowed by local utility. WATER SERVICE PIPE AND CURB STOPS 1) Copper tubing for water services shall meet the requirements of Table 604.1 of the UPC, and Section 261 1.2D of the CEAM Standard Specifications 2) HDPE pressure pipe for water services shall meet the requirements of ASTM D2239, ASTM D2737, ASTM D3035, AWWA C901, CSA B137.1, and Section 2611.21D of the CEAM Standard Specifications 3) Curb stops for water services Section 261 1.2D of the CEAM Standard Specifications HIGH DENSITY POLYETHYLENE PIPE (HDPE) AND FITTINGS - STORM 1) HDPE pipe and fittings shall meet the requirements of ASTM F2306, and Section 2621.2A8 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements Section 2621.3A3 of the CEAM Standard Specifications 3) Minimum wall thickness shall be 0.035 inches for 12 and 15 inch diameter pipe, and shall be 0.05 inches for 18 and 24 inch diameter pipe. 4) Storm sewer crossing above and within 10-ft of existing or proposed water main or services shall meet the requirements of schedule 40 PVC. POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS - STORM 1) PVC storm sewer pipe and fittings within 10-ft of a building and/or water pipe crossing, or when specified on the plans, shall consist of Schedule 40 PVC, and meet the requirements of ASTM D1785, ASTM D2665, and ASTM F794, and Section 2621.2A5 of the CEAM Standard Specifications 2) If further than 10-ft from a building and/or water pipe crossing, PVC storm sewer pipe and fittings may consist of SDR 26 or SDR 35 pipe, unless noted otherwise, and meet the requirements of ASTM D3034 and Section 2621.2A5 of the CEAM Standard Specifications 3) All pipe and fittings shall be SDR 35 for depths of up to 20 feet, and SDR 26 for depths exceeding 20'. 4) Pipe joints shall meet the requirements of Section 2621.3A3 of the CEAM Standard Specifications. REINFORCED CONCRETE SEWER PIPE (RCP) AND FITTINGS - STORM 1) RCP pipe and fittings shall meet the requirements of ASTM C76, and Section 2621.2A3 of the CEAM Standard Specifications 2) Pipe joints shall meet the requirements of Section 2621.3A3 of the CEAM Standard Specifications 3) The ASTM strength class of pipe shall be Class III unless otherwise shown on the Plans. 4) The pipe shall be drawn together by some approved method of jacking or winching. This pressure must be maintained until sufficient backfill is placed to keep the joint from opening. END SECTIONS - STORM 1) End sections shall be provided at all pipe inlets and outlets. 2) The end sections shall consist of material matching the material of the pipe, which it is being connected to. Materials and joints shall be as per the specifications described above for the applicable pipe material. 3) The last 3 joints of RCP shall be tied, and the end section shall the be provided with an approved trash guard. MANHOLES AND CATCH BASINS - SANITARY AND STORM 1) Unless otherwise noted, manhole and catch basin structures shall consist of precast concrete, and meet the requirements of Section 719.6 of the UPC (sanitary only), and Sections 2621.2C and 2621.31D of the CEAM Standard Specifications 2) Catch basins shall be provided with the following castings: a) Along curbline: 27" Structure: Neenah R-3075-L, 48" (or larger) Structure: Neenah R-3067-L b) Isolated (in paved area): Neenah R-2553 c) Isolated (in vegetated area): Neenah R-2560-EA w/ type "C" grate 3) Manholes shall be provided with the following castings: a) Sanitary: Neenah R-1733 w/ concealed pick hole b) Storm: Neenah R-1733 lettered "STORM", center pick hole INSTALLATION 1) Unless otherwise noted, installation of all water and sewer pipe, fittings, and appurtenances shall be as per the CEAM Standard Specifications. TESTING REQUIREMENTS 1) Water and sewer pipe, fittings, and appurtances shall be inspected and tested as per Sections 261 1.3E-261 1.3H and 2621,3F-2621.3H of the CEAM Standard Specifications. 2) In the event of discrepancies between the testing requirements of the MN Plumbing Code and the CEAM Standard Specifications, the most stringent will govern. BITUMINOUS PAVEMENT NOTES STANDARDS 1 Minnesota Standard Specifications for Highway Construction most recent edition. P g Y GRANULAR BASE COURSE 1) Compacted thickness of finished base course: 6" 2) Process material for aggregate base shall meet the requirements of MNDOT Spec. 3138, Class 5.. 3) The subgrade shall be tested and observed to the satisfaction of the Engineer prior to placement of aggregate base material. Install base material as required to accommodate new plan grades. 4) Wet base material to approximate optimum moisture content either prior to delivery to job site or as soon as practical after being placed on subgrade. 5) Place in layers not exceeding 4" thickness (loose). 6) Compact with pneumatic or vibrating steel drum rollers. 7) After base course has been graded and compacted, thoroughly wet and slush roll with roller until all aggregates are thoroughly embedded. 8) Allow base course to cure for a minimum of 72 hours prior to bituminous course application. BITUMINOUS BASE AND SURFACE COURSE 1) Mix Designation Numbers for the bituminous mixtures on this project are per MNDOT Spec. 2360 2) Pavement smoothness requirements will be waived for this project. 3) Density for the bituminous mixture on this project will be the ordinary compaction method (MNDOT 2360.6C). 4) Bituminous Base course shall conform to MnDOT 2360, Type SPNWB330B and shall be 1J inches thick after compaction. Bituminous Surface course shall conform to MnDOT 2360, Type SPWEA340B and shall be 1J inches thick after compaction. 5) Place no asphaltic mixture when the atmospheric temperature is below 45 degrees and falling, nor should pavement be placed under wet conditions. 6) Mixing a) Paving mixture: Uniform mixture of course aggregate, fine aggregate, mineral filler and asphaltic material. b) Grading and mixing: Conform to applicable sections of the Minnesota Standard Specifications for Highway Construction, Section 2360. CONSTRUCTION METHODS 1) Properly clean base course and deliver hot mix asphaltic concrete in clean tight vehicles with covers if necessary. 2) Lay to a smooth surface without segregation of material and attain compaction as early as possible. Commence rolling while the material is hot, (minimum spread temperature 250 degrees F.) as soon as it will support the roller without undue displacement or hairline cracking and continue until a minimum of 96% of maximum has been attained, no further compression can be attained and all roller marks are eliminated. 3) The completed surface: Smooth, free of pockets that will retain water and shall not vary more than 1 /16' per foot nor more than 1 /4" under a 16' straight edge. Entire surface must drain. No flat areas are permitted. 4) Perform all Work in accordance with the applicable requirements of the Minnesota Standard Specifications for Highway Construction. PAINTED LINES 1) Special marking paint compound especially for striping bituminous paving in one coat. 2) Manufacturers: Pratt & Lambert, Inc.; Sherwin Williams Co. or DuPont Co. 3) Colors: Use white paint for concrete and asphalt. 4) All surfaces to be painted must be thoroughly clean and dry. 5) Lay out painted lines with chalk on pavement in accordance with Project Drawings. 6) Accurately apply paint to the chalk marks, using striping machines, 4" wide stripes. 7) Apply paint in strict accordance with the manufacturer's directions. 8) Protect all paint from damage by traffic until dry. 9) Apply handicap logo at handicap stall. FIELD QUALITY CONTROL 1) Aggregate Base Testing: a) The granular base course shall be test rolled and observed by the Contractor's independent soils technician as per MNDOT 2211.3C2 (Quality Compaction Method). Once the base course has been tested to the satisfaction of the Engineer, pavement may be placed. b) One mechanical analysis (ASTM D-422) per 500 cubic yards of base or fraction thereof. 2) Bituminous Testing: a) Test temperature of first truck. b) Ordinary compaction (MNDOT 2360.6C) CONCRETE PAVEMENT, CURB & GUTTER, AND SIDEWALK STANDARDS 1) ACI 318, ACI 315, CRSI, ACI 301, latest adoptions. 2) Minnesota Standard Specifications for Construction, most recent edition GRANULAR BASE COURSE MATERIAL 1) Compacted thickness of finished base: 6' - Concrete Pavement/Aprons 4" - Concrete Sidewalk 2) Base material shall consist of MNDOT 3149.2132 Select Granular Borrow. AGGREGATES 1) Coarse: MnDOT Spec. 3137. 2) Fine: MnDOT Spec. 3126. WATER 1) Clean, fresh and potable, MnDOT Spec. 3906. AIR ENTRAINING ADMIXTURES 1) ASTM C260. 2) Provide entrainment of 4 - 7 percent by volume. PORTLAND CEMENT 1) ASTM C150, Type I plus an approved air entraining agent, or Type IA air -entraining Portland cement. OTHER ADMIXTURES 1) MnDOT Spec. 3113. 2) Calcium Chloride or materials containing chlorides or nitrates shall not be allowed. PROPORTIONING AND DESIGN OF MIXES 1) Concrete Classifications a) Curb and gutter, slip -formed concrete: MNDOT Spec. 2461, Mix Design 3F32 b) Sidewalk, aprons, incidental concrete, manual curb & gutter: MNDOT Spec. 2461, Mix Design 3F52 c) Concrete pavements: MNDOT Spec. 2301, Mix Design 3A41 d) Repair concrete, fast strength concrete: MNDOT Spec. 2301, Mix Design 3A41 HE 2) Concrete Specifications: a) 3F32: 3" slump, 4500 psi, 5-8% air b) 3F52: 2 - 5" slump, 4500 psi, 5-8% air c) 3A41: 2 - 5" slump, 4500 psi, 5-8% air d) Temperatures of all concrete during placement shall be 50-deg F to 90-deg F CONCRETE PLACEMENT 1) Place concrete as soon as possible after mixing. Place before initial set has occurred, and in no event after it has contained its water content for more than one hour. 2) Avoid overworking concrete or allowing concrete to fall unrestricted for excessive vertical distances, and other situations which can cause segregation of the aggregates. 3) Concrete pavements shall be placed in accordance with applicable portions of MnDOT 2301. 4) Sidewalks shall be placed in accordance with MnDOT 2521. 5) Curb and gutter shall be placed in accordance with MnDOT 2531. PROTECTION 1) Provide adequate protection against rain, sleet and snow before and during placement and finishing of concrete. 2) Protect concrete from premature drying. Provide temporary covering as required. Keep concrete continuously moist for 7 days. 3) Treat concrete with membrane curing compound in accordance with MnDOT 2531.3G. COLD WEATHER CONCRETE 1) Do not place concrete when the atmospheric temperature is below 40 degrees F., or when the concrete is likely to be subjected to freezing temperatures within 24 hours after it has been deposited unless adequate temporary heating is provided. 2) Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from freezing for the following 5 days. 3) No frozen materials may be used in the concrete. Chemicals may not be used to prevent freezing unless approved by the Engineer. 4) Perform all cold weather concreting in accord with ACI 306. HOT WEATHER CONCRETE 1) Do not place concrete when the atmospheric temperature is above 100 degrees F. 2) Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from temperatures over 90 degrees for the following 5 days. 3) Thoroughly wet dry porous surfaces before concreting. 4) Water reducing admixtures with retarding properties are required for all concrete placed when the temperature exceeds 80 degrees F. 5) Perform all hot weather concreting in accord with ACI 305. FINISHING 1) Provide a broomed finish on exterior sidewalks and ramps unless noted otherwise. QUALITY CONTROL 1) The Contractor shall hire an independent testing firm to provide the following tests: a) The independent testing technician shall perform random field testing of the fresh concrete including slump, air content, and temperature. (ASTM C143, C173, C231 and C138). One series of the aforementioned tests shall be performed on the first load of concrete. b) The independent testing technician shall cast a set of four compression test cylinders for the first load of concrete as well as 1 set for every 100 cubic yards, or fraction thereof, of concrete thereafter. Compression tests shall be performed on one test cylinder at 7 days and two test cylinders at 28 days. The fourth test cylinder shall be retained in the event of failing compression tests on the 28-day test cylinders. Note: The Contractor shall comply with the City of Monticello General Specifications and Standard Detail Plates for Street and Utility Construction. Coordinate with the City, as necessary. STANDARD NOTES & SPECIFICATIONS C\l70-0 N O Q N .v O N� O �O N E i O QO — 1-- N— O W Ln W O� C O C— C Z Q O_0 N L O i3 0 c F UO O U N J Q i N m N N N W ON _ Q(N 3 z >- N J 1_ LU \ N (D a)^i CDF--0 -0} N C � U mD D x > O N V) x 0 O C x E ._ c 0 O N O) O �Q w m U Z) (Y H z (D (DCO0 0 O T U _ o) c; a) co (z co (D .> 0 O 1— W z �? co N O w� � LF Z ��� _ U i Z W OC w 0 �D_ Z O U 0 Z J ICI N VJ L U J D 0,6 = N Q N � r L CO (D CO >_ LO If Z O 0 CO \ � � N U) N 00 c� w Z F- 0 v) w O N co � Z U c-4 I Lo J Y UJ U ~ LU �p WLU CL m 121:� OO� cn LU J w w OUP O wJ LU LU = z �v UOQ z m< ZO �< PROJECT ill 'i 3: 22015 ai U N Q Cn Ln �� C 1 OF 9 M EGALI Standard Plate Library City of Monticello TEE AND BEND BEND NOTES: 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' AND OVER. 2. THRUST BLOCKING SHALL ONLY BE USED WHERE WORKING PRESSURES ARE LESS THAN 150 PSI. 3. THRUST BLOCKS BEARING AREA TO BE POURED Title: Cone Section, Casting Steps, and Adjusting Rings Date: 03 - 05 Plate No. Revised: 03-15 1001 WRAP PLUG WITH 4 MIL. POLY PLUG PLUG PIPE SIZE BEARING AREA 6" 4.0 SQ FT 8" 6.0 SQ FT 10" - 12" 12.0 SQ FT 16" 20.0 SQ FT AGAINST UNDISTURBED SOIL. 4. POURED CONCRETE THRUST BLOCKING SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND SHALL BE RESTAINED USING TIE RODS Standard Plate Library City of Monticello Title: Blocking for Watermain Date: 03-05 Plate No. Revised: 2002 03 -17 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. "'«"'"H R-1642 WITH 3 SOLID LID JE BEARING OR CONCEALED PICKHOLES (2) " EAT OPPOSITE SI EXCEPT FOR LETTERI TOP OF PROPOSED SUBGRADE rTHE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) ,A 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 HYDRAFINDER FLAG 2 LAYERS OF POLY (4 mil) 3' DIAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH A MINIMUM OF 1 C.Y. OF 1 1-1/2" CLEAR STONE OR 5' IN BACK OF CURB IF CONCRETE WALK OR BITUMINOUS PATH ARE PRESENT WATEROUS MODEL 67 HYDRANT YELLOW OUT OF ORDER TAG TO BE INSTALLED ON PUMPER CONN. AFTER BACK -FILL BREAKOFF FLANGE 1" TO 2" MAXIMUM ABOVE BURY LINE (FINISHED GRADE) VALVE BOX AS SPECIFIED i" TO 2" EXISTING OR FUTURE STREET CURB OR GUTTER LINE FINISHED GRADE CL WATERMAIN z 0 U � 2'- 6" AS REQUIRED Lcj x io p 1/4 STEEL VALVE BOX ADAPTOR i = WITH PROTECTIVE COATING AS o MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALUG-\ 25 3/4 1 1/2 70 1 1 GRANULAR BEDDING AS BEARIN3 TO BE SURFACE MACHINED 24" PER MN/DOT 3149.2F / ' !'� 1 GATE VALVE n 28 1/2 „ 36" a� GRANULAR FOUNDATION WHERE ORDERED BY THE ENGINEER THRUST MEGALUG I BLOCKNG BEHND BLOCKING BELOW GATE HYDRANT PRECAST CONCRETE BASE VALVE AS SPECIFIED (15"x 15"x 4") SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. COVER Standard Plate Library City of Monticello GROUTING BETWEEN PIPE AN[ MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMEN' ALL MANHOLES WITH INSIDE DROP SECTION SHALL BE 5' DIA (I.D.) MANHOLE SECTION TO BE ASTM C-478 CLASS II CIRCULAR REINF LATEST REVISION USE R-2 JOINT FOR ALL MANHOLE JOINTS STEPS AT 16" OC � 8" "CRE-SEAL","RESEAL", OR APPROVED EQUAL o 8" PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE VARIABLE MAX. 24" O2 PRECAST BOTTOM SECTION �- WITH INVERT #5 AT 12" OC EACH WAY NOTES: 1O MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-1-PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 2� IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. FRAME Title: Standard Frame and Cover )ate: 03-05 Plate No. Revised: 03 -15 1002 ""'"" SEALS (INTERNAL OR EXTERNAL) DR APPROVED EQUAL" STANDARD MANHOLE FRAME AND COVER ADJUSTING RINGS MIN 4" - MAX 12" 0 a 3 w T J NO SCALE Standard Plate Library City of Monticello J a Of 6" MIN Title: Standard Sanitary Manhole Date: 03-05 Plate No. Revised: 3001 03 -15 BUILDING Standard Plate Library City of Monticello INSTALLED BY PRIVATE CONTRACT TRACER WIRE LOCATE BOX GROUND ime: Typical Trench Compaction and Class B Bedding Date: 03 - 05 Plate No. Revised: 03-15 1007 STREET INSTALLED AS PER CITY CONTRACT TRACER WIRE SPLICE CURB BOX STANDPIPE I I COPPER -CLAD STEEL AWG 12 GAUGE 2' SPOOL COPPER -CLAD STEEL AWG 12 TRACER WIRE 30 MIL HIGH DENSITY GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHYLENE GREEN COLORED JACKETI POLYETHYLENE GREEN COLORED JACKET TO BE PROVIDED UNDER PRIVATE TO BE PROVIDE UNDER CITY CONTRACT CONTRACT 1" COPPER COPPER -CLAD STEEL AWG 12 GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHLNE GREEN COLORED JACKET TO BE PROVIDED UNDER CITY CONTRACT SANITARY SERVICE MAINLINE SANITARY SEWER Standard Plate Library City of Monticello WATERMAIN Title: Tracer Wire (New Developments) Date: 03-08 Plate No. Revised: 0 3 -15 3005 Standard Plate Library City of Monticello USE 4" OR 6" CISP PLUG AND CAP, TOP TO BE 1/2 BELOW FINISHED GRADE VARIES 10' TO 20' BLOCKING BEHIND TEE Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-17 2001 TIES REQUIRED TO CLEAN OUTS 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 F 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 Title: Sanitary Clean -Out Date: 03-05 Plate No. Revised: 03-15 3006 STANDARD DETAILS CV70-0 N O Q N (D .v O N� 0-0 O i C C I Q0 O H (D— O W N W 0�_ c J p7C) Q O O r O U N `= O Q ,> In 0-- N N �C)L-r W O N a( N 3 U }� C) N J E - (D N -7C) -0 O N O C z E� 0 — w U Z) w 0_ N N }_ CD 04 X U x X X C 0 0 m � z (0000 Q 9 T U CA C'; N L coco � 2! 0 W z N z w(D �x� _ U I z N OC ` w 0 O �5 U Z Z 7 � a J -a W Uj NN U) L U 06 a) 3: U > Q r CO > Lo 0 z _ 000 \ ) N 00 � C� Z O U LU w c� w Z F 0 0 LU O CN M Cam' Z U c-4 I Lo wU �0 Uj IZ m OO V) 0- 1 Z J w w 0— = Z Q UQ� m Q PROJECT NUMBER: 22015 0 0 a� 0 Ln N N C2 OF 9 C) LJJ w LU C/) LU z 0.5o LU J LU LU C/3z z z0 E�i A L CURB INLET FRAME AND CURB BOX NEENAH NO. R-3067-V 4" CONCRETE COLLAR INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX ENCASE IN CONCRETE I/ COLLAR USE CONCRETE CURB MIX FOR COLLAR A 35 1/4 PLAN 43" ALL STORM SEWER CASTING ELEVATIONS SHOWN ON THE PLANS HAVE BEEN DEPRESSED 0.10' BELOW GUTTER ELEVATION (SEE DETAIL 5003) 24" FINISH GRADE 31" 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 City of Monticello Title: Standard Catch Basin Date: 03-05 Plate No. Revised:4002 03-17 CONCRETE CURB AND GUTTER d a EXPANSION JOINTS EXPANSION JOINTS A B :F6 F B - Q 18" CONCRETE TO BE EXPANSION EXPANSION POURED INTEGRALLY JOINTS JOINTS WITH CURB LA PLAN B618 CONCRETE . � CURB AND GUTTER d VARIA13LE �. R F%MIN 7" MIN. 7 PET_ 3/4 d a 7 WIDTH VARIES 5' MIN. 18" SECTION B-B SECTION A -A Standard Plate Library City of Monticello i me: Commercial Driveway Entrance )ate: 03-05 Plate No. Revised: 5008 03 -15 A CASTING TO BE SET 0.10' PLAN BELOW GUTTER ELEVATION INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE COLLAR A 35-1/4" 43" CURB INLET FRAME AND CURB BOX STANDARD CASTING - NEENAH R-3067-V MANHOLE COVER TO BE 48" DIA \ CRETEX TYPE II WITH 24"x 36" \ \ 6" OPENING *15" 24" 9" 2 D w *48" TYP *DIMENSION VARIES oto BASED ON STRUCTURE DIAMETER CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION RCP PIPE CONCRETE CATCH BASIN MANHOLE -J NOTES: AND BASE TO BE CRETEX 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. Standard Plate Library City of Monticello Title: Catch Basin Manhole )ate: 03 - 05 Plate No. Revised:4003 03-17 CONTRACTION JOINTS L 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 Standard Plate Library City of Monticello Title: Typical Sidewalk (PUBLIC) )ate: 03-05 Plate No. Revised: 03 -17 5 012 BITUMINOUS PAVEMENT SECTION Dr_1K1rn Dr`CAArK1T• 4A QADC 12' BITUMINOUS WEARING COURSE (MNDOT 2360 TYPE SPWEA340B) TACK COAT BETWEEN BITUMINOUS COURSES 1z' BITUMINOUS BASE COURSE (MNDOT 2360 TYPE SPWEB330B) 6" MNDOT CLASS 5 AGGREGATE BASE APPROVED COMPACTED SUBGRADE NTS 6" CONCRETE (MNDOT CONCRETE MIX 3A41) 6" MNDOT 3149.2132 SELECT GRANULAR BORROW APPROVED COMPACTED SUBGRADE NOTE: PLACE CONCRETE REINFORCEMENT AT THE MIDDLE OF THE PAVEMENT THICKNESS CONCRETE APRON/PAVEMENT SECTION NTS 4" CONCRETE (MNDOT CONCRETE MIX 3F52) 4" MNDOT 3149.2B2 SELECT GRANULAR BORROW APPROVED COMPACTED SUBGRADE CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED AS PER MNDOT SPEC. 2521.3C2 PRIVATE CONCRETE SIDEWALK SECTION NTS NOTES 4" PER FT SLOPE 1. FOR AREAS WHERE DRAINAGE IS DIRECTED AWAY FROM THE CURB, THE GUTTER SHALL BE TILTED TO DRAIN FROM THE CURB CONCRETE 2. CONCRETE SHALL MEET THE REQUIREMENTS OF 6, MNDOT CONCRETE MIX 3F32 Il 3. MNDOT B612 CURB AND GUTTER SHALL MEET THE REQUIREMENTS OF STANDARD MNDOT PLATE 7100 -o 2" MIN. COMPACTED MNDOT III —III —I I —I I —III —III —I I CLASS 5 AGGREGATE BASE II-1 I- III=III—I III BELOW CURB AND GUTTER I I I —I I F I I I.; I =�-—� APPROVED COMPACTED 20" SUBGRADE CURB & GUTTER (MNDOT B612) 4" (TYP) JOINT CONCRETE FLOOR SLAB #4 BARS 7.4" (TYP) CONCRETE APRON NOTES: 1. REINFORCEMENT SHALL BE PROVIDED AT ALL BUILDING ENTRANCES WHERE CONCRETE APRONS ABUT CONCRETE FLOOR SLABS 2. BAR SPACING: 12" O.C. FOR 8" CONCRETE APRONS 18" O.C. FOR 6" CONCRETE APRONS 3. BARS SHALL BE PLACED AT THE CENTER OF THE THINNEST APRON OR SLAB, BUT SHALL HAVE A MINIMUM BAR COVER OF 3" 4. BARS SHALL BE PLACED ACROSS TOTAL WIDTH OF BUILDING ENTRANCE APRON/FLOOR SLAB JOINT REINFORCEMENT EXPANSION JOINT CONCRETE (MNDOT CONCRETE MIX 3A41 HE EXPANSION a a° JOINT ADJACENT SURFACE a`< a I— j NOTES: 1. STEP RISER HEIGHT = 7" STEP TREAD WIDTH = 11" 2. SEE PLAN FOR NUMBER OF STEPS 3. CONTRACTION AND EXPANSION JOINTS SHALL BE CONSTRUCTED AS PER MNDOT SPEC. 2521.3C2 CONCRETE STEPS SECTION NTS NTS ADJACENT SURFACE i REINFORCEMENT: #4 BARS AT 8" O.C., EACH WAY 4" MNDOT 3149.2132 SELECT GRANULAR BORROW APPROVED COMPACTED SUBGRADE STANDARD DETAILS NTS N -0-0 N O O Q Q O O O i N} O W (n O _cz c O J c— C o� z O O 0 E — O 00 N U (1) N Q i J m N N (U N () N O QO N _ N J a_ N o CV U Q) �O N N N O W O G m U Ir z v 0 ca cc)O 0 z 2 (y7 Cl) co co LL '' I N(� c� 0�0IN � W z O w(D �xcz z d LL L I _ Z U N w O Z U CC Z U) G J W W a N O U J U 06 N i C U > Q O V) L CO N > LID OC Z 0 \ :3 N \\` O O � � 00 T VJ VJ z 0 o_ iY U Lu w cn w Z 0 0 wO N c� 0!1- z U cv J J wU �0 ry Lu 00� Z JI Iw DUB _ �=F— =ZQ v0< m Q PROJECT +s NUMBER: 22015 ui 4-1 a� 0 LO N N C3 OF 9 Lu Lu Lu uj z o60 Lu J LU LU Z z0 / _0_0 N O Q N O Q n 5 \ / DEMOLITION AND REMOVAL NOTES: o 01 \ \ PAVEMENT AND CURB & i O E O GUTTER TO BE REMOVED W Q 0 O v \ \ 1. DURING ALL DEMOLITION OPERATIONS THE CONTRACTOR SHALL BE CAREFUL SO AS TO NOT DAMAGE EXISTING BUILDINGS, PAVEMENT/HARDSCAPES, OR UTILITIES (IE: MANHOLES, GATE VALVES, ETC.) DESIGNATED U) O c c O \ / TO REMAIN. THE CONTRACTOR SHALL COORDINATE DEMOLITION AND REMOVAL OPERATIONS WITH THE \ oHF OWNER, AND SHALL CONTACT GOPHER STATE ONE CALL (800) 252-1 166 FOR A UTILITY LOCATE. ANY J O O \ / PUBLIC SIDEWALK AND CURB &GUTTER BUILDINGS, PAVEMENTS/HARDSCAPE, OR UTILITIES, DESIGNATED TO REMAIN, THAT IS DAMAGED BY THE Q p p c \ TO BE REMOVED PER CITY, COUNTY, CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. _U O N U AND/ORMNDOT STANDARDS J C—C U' 2. ALL BITUMINOUS AND CONCRETE MATERIAL DESIGNATED FOR DEMOLITION SHALL BE REMOVED AND G Q i CB DISPOSED OF OFF -SITE PER FEDERAL, STATE AND LOCAL REQUIREMENTS. coN N N In=9 .98 \ 3. EXISTING PAVEMENT, CURB & GUTTER, AND/OR SIDEWALK AT THE DEMOLITION LIMITS SHALL BE SAWCUT WITH W _O I v(E) = 7 \ AN APPROPRIATE SAW TO OBTAIN A STRAIGHT VERTICAL EDGE. Q U 3 EXISTING BUILDING TO BE REMOVED D N \ S o J / off \ REMOVAL SPECIFICATIONS, `— O \ p;��\ �\ �\ METHODS, ETC. BY OTHERS 4. EXISTING LAWN AREAS, NOT DESIGNATED FOR DISTURBANCE, WHICH ARE DAMAGED DURING CONSTRUCTION (� q I / Cg\ �I \ SHALL BE RE -GRADED, SEEDED, AND MULCHED. THE MULCH SHALL BE DISCANCHORED. J �_ w 06 I �S % } w N << "<1 �92\ o / \ 5. TREES LOCATED IN THE PROPOSED CONSTRUCTION AREA SHALL BE REMOVED. VERIFY EXTENT OF TREE % � CD \J�9/8S9 �� ; 9 ��p `� \ 66 HF \ / \ \ REMOVAL WITH OWNER. (� U ` U x / REMOVE EXISTING O N x REMOVE EX G \ \DRIVEWAY ENTRANCE 6. COORDINATE ALL NECESSARY RELOCATION AND/OR ADJUSTMENTS OF EXISTING NON -SEWER AND NON -WATER U N x 276, STORM SEWER / Ovy, \ UTILITIES (GAS, ELECTRIC, COMMUNICATIONS, ETC.) WITH LOCAL UTILITY. \ / (b \ / (b° \ / \ CURB T \ / REMOVE EXISTING PAVEMENT AND 0O Q),�c^ T c b U \ o DEMOLITION O CURB & GUTTER AS NECESSARY / oy� \ / \ / II / HFLIMIT \ FOR NEW UTILITY CONNECTION D ("Cq) (D O O V O \ , • / \ DISCONNECT EXISTING WATER O 0O � / MO EXISTING \ 0 SERVICE AND SHUT OFF CORP. U z 0j \ \ / CA BASINS UG o / _ --STOP Ir co coo 5 \ S / 0 \ Vo , r • CAP EXISTING SALT. SEVICE AT LL N (D N WYE CONNECTION �� / w z M }N, JQ �Q�d 3�p O W v 0- � U / 1 � i O lP /2 �5 0 /o Uo / / / 15233 R OV ISTI �'� \ CURB DE TIO / REMOVE EX S� TING PUBLIC CURB CU G R (T O y LIMIT / / SIDEWALK AS R CITY } Z O / DEMO TI I / \ \ / STANDARDS (TYP),-,\ / Q I� w U / LIMIT c \ / / z v Q C a R€MOVE EXISTING SAN Y REMOVE EXISTING v — �� E E E IN / AND TER SERVICES / SIDEWALK (TYP) ` e ,• ��O VE T (T / / / F T , w w Uj 'P0 � M EXI G j \ / i7ye o a N \\`\ B TTE P)ofior7 / 2 V) U / RE E E ��NG \ F\ RB OTTER TYP � / / OVE EXISTING PUBLIC J \ ,Vd �/ �o SIDE AS PER CITY / �E// foci STANDARD Y Ex. Building \ p� / �9 �) No. 106 \ ° ,ro 5\ ��, // , \ STMH 0,6 / '\`� FFE=929.7 / \ s� Rim=923.78 O,i� �,� • \ � 2" In r 1 Q ryh'b �S�J g2 O ct) / 0, `b / TL. - z 0 .��'ry� / �� \ o e \ S 64 `19 �40 E� eD� E NC EXI G H B / \c \ 1?m oHE G \ q I 00 :3 co All \ \ \�� oyF 8 R VE STIN / p \ \ A / AV NT RE ING \ \ lP X2„ \ ' so oyF EW a� Q \ \ \ / 121578 \ MO ISG F P ME TYP / / C TIN UILD T RE VED PE C ATI S / REMOVE EXISTING PUB C ETH SE \ T , BY ERS JQ SIDNDOT STANDARDST�& / \ \ / RE E I �� 'b R TO EW ``o O im=927.47 / OV JSTI \ Ex. Building / CA BA / / N 0: No. 155 / J F - v o / efer nce BM: -I FFE= 929. v.• CAP EXISTING / Ele931.01' / 12" RCP STORM SEWER / AT RIGHT-OF-WAY Z w �. /�ry E O E L G R E TIN �° ��� / \ A NT Lj � �� I IL � Z / SMH Rim=928.61 a S C T Inv=916.11 / / ess ose n / s T R / Rim=928.10 2140 lnv= \ LIFSIDEWALK / DEMOLRLQN LIMITS / REMOVE E NG PUBLIC \ SIDEWALK AS P ITY & EXISTING B - REM VA BE REMOVED -REM AL COUNTY STANDARDS SPECIFICATIONS ) SPECIFICATIONS \ / � �3� METHODS, ETC/BY / ' p / CURB DEMO�'hFIQN OTHERS \ o / r 1 ^ � LIMIT \ J F � '� � l.J ` �I JLr) / ,N V/ \ 7 ✓ / / w s\ C� --,,REMOVE EXISTING PUBL� \ / `' 6 OV AST o REMOVE EXISTING -PUBLIC / / Qj O LL CDRB,& GUTTER AS PER CITY \ /CU & G ER \ w tY / & CON STANDARDS (TYP) �� SIDEWALK AS PER CITY &\ / / \ PID: 155-218-001010 CL \ , / P) MNDOT STANDARDS (TYP) \ O • V J Z > W / W0.5 O CURB DEMOLITION O s` Project BM: off' �^ O — w J / \ LIMIT REMOVE EXIST_N\ Elev.• 928.45' / \ ING P C SIDEWALK AS PER CITY & CURB DEMOLITION �5 �c I / < z COUNTY STANDARDS (TYP) LIMIT °/ \ / V � 1 U O LU Z \REMOVE EXISTING �� CURB DEMOLITION l P /2 :DZ O 6RhVEWAY ENTRANCES IT Q 5718 co Q \ / \ �� / \ / PROJECT NUMBER: AN DEMOLITION & REMOVALS PLAN 22015 N SMH \ \ O / Rim=927.58 / \ / E SCALE: �TMH \ Ln 1 =30' \ Ln Rim=927.43 \ / 1� \ / 0 30 60 120 \ Inv= 919.78E \ '� \ O N C4 OF 9 \ \ °yF \ \ S 9 / JJ O ST�y O>86, 6 'Z�/ \ E) g7 6 /•6 CONNECT TO EXISTING STORM MANHOLE \ INV = 918.76 (FIELD VERIFY) oy SO"- / \ / wooi /P / 15235 \ \ / � y EX � EX �a \ �o E OHF oNt 01* \ /� / �80\ �h \ / \ / so o'r / NEENAH R-4990-HX TYPE A GRADE - RIM=918.45 / 1" LIP 1" LIP / 19'-10" / 20'-0" 21 '-2" / INV=916.35 24" WIDE TRENCH @ 2.00% INV=915.95 / 5" \ 8" SOLID MASONRY 8" SOLID MASONRY BLOCK, PRECAST OR \ BLOCK, PRECAST OR REINFORCING: \ SINGLE LINE OF STEEL FABRIC VING AN AREA OF 0.2 SQ \ \ IN PER FT OF HEIGHT TRENCH DRAIN # 1 (TR 1) � s ip RETAINING WALL # / 2 LF � LENGTH = 42 LF " HDPE / '° 924 2 \ , HEIGHT = 0 TO 10'-4" \ / 0.53% CB3 ° RIM = 923.75 ry \ MAIN IT / INV = 919.7/924,. \ RETAINING WALL #3 AS LIFT STATIO LENGTH = 100 LF lcGG 01rri rl i HEIGHT = 0 TO N-2" SMH \\ i \ Rim=928.61 9 \ 28, 0 ? INV = 92 .25 �� 928 I Ingress d In v= 916.11 / / 8 Sp / r1� g ess Eosemen STMH / so CONNECT TO I 1 Rim=928.10 � / / 2g•Sp / Ex. bollding o'' ROOF DRAIN In v= \ \ O \/\ / \ O X 28.9 l�O. 113 \ INV @ BLDG = 9A 928.9 OF / \ 2 PROPOSBUILDING / / 0 \8 X MFE = 92ED I \ Ex. Buildin GFE = 918.((((7 9 6 No. 101 ,N \ 6"�, \ FFE=929.0 F6�79 A� 70 EX27 / OF ` EX 4 O o� Project BM: 0) \ \ El e v.' 928.45' / AN / S \ / �-N \ %/ Sh Rh STMH / Rim= 923.78 4 In v= 17-4 Q c EX \'Qo 96 EX /IP �2 „ RETAINING WALL #1 Q � � 21578 LENGTH = 96 LF �� \ 2 HEIGHT = 0 TO 10' 4" Qg, / EX �V \ g6 ry• EX) N. CH 40 PVC AN � EX o J � \ RETAINING WALL #4 IOR LENGTH = 338 LF HEIGHT = 0 TO 3'-0'/ / \ / O / EX 0 � � s EX lk EX 2 EX J00 Qj / / \ � PID: 155-218- 001010 � I / � I / I / sj2„ '25718 = 927.58 , \ , o \ WET WELL TOP 926.25 INLET 915.67 ALARM 915.67 SECONDARY PUMP ON 914.17 PRIMARY PUMP ON 913.17 PRIMARY PUMP OFF 911.17 NOTE: FORCE MAIN PIPES SHALL BE WYED TOGETHER OUTSIDE LIFT STATION STRUCTURE (2) FORCE MAIN PIPES O WET WELL BOTTOM 910.25 LIFT STATION HATCH TO BE DETERMINED BY LIFT STATION SUPPLIER AND APPROVED BY ENGINEER DISCHARGE TO CB3 (INV=919.75) 917.55 WET WELL DEPTH 16' (2) SUBMERSIBLE 500 GPM PUMPS 48" CONCRETE MANHOLE, OR APPROVED EQUIVALENT NOTES: 1. CONTRACTOR SHALL SELECT APPROPRIATE PUMP(S) 2. PUMP SUPPLIER SHALL DETERMINE SIZE AND MATERIAL OF FORCE MAIN PIPE. 3. FORCE MAIN SHALL BE INSTALLED TO SLOPE UPWARDS FROM THE LIFT STATION TO CB3 AT A MINIMUM OF 2%. REMAINING STORMWATER IN THE FORCE MAIN PIPE AT THE TIME OF PUMP SHUT-OFF SHALL DRAIN BACK INTO THE LIFT STATION STRUCTURE. 4. SHOP DRAWINGS SHALL BE SENT TO THE ENGINEER FOR APPROVAL. 5. FORCE MAIN PIPE SHALL BE PROVIDED WITH A GATE VALVE LOCATED OUTSIDE THE LIFT STATION. LIFT STATION # 1 (LS 1) ELEVATION REFERENCE GRADING NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS, AND RIM AND INVERT ELEVATIONS, OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION AND SIZE OF EXISTING SANITARY, WATER, AND STORM SEWER STUBS, AND EXISTING GRADES SHALL ALSO BE VERIFIED. 2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL SURVEY COMPLETED BY BOGART, PEDERSON & ASSOCIATES, INC, BECKER, MN. (763) 262-8822 3. BENCHMARK: PROJECT BENCHMARK: SOUTHEAST CORNER OF THE SOUTHEASTERLY -MOST ELECTRICAL CABINET AT SOUTHEAST CORNER OF SITE (SEE PLAN) - ELEV = 928.45 (NAVD 88). REFERENCE BENCHMARK: TOP NUT OF HYDRANT LOCATED IN NORTHEAST QUADRANT OF THE INTERSECTION OF BROADWAY & WALNUT STREET (SEE PLAN) - ELEV = 931.01 (NAVD 88). CONTACT BOGART, PEDERSON & ASSOCIATES FOR ADDITIONAL INFORMATION RELATED TO BENCHMARKS 4. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN ACTUAL SITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS, WHICH ARE SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS. 5. IF REQUIRED BY THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, THE OWNER OR CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT PRIOR TO THE INSTALLATION OF ANY STORM SEWER UTILITIES. 6. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (800) 252-1 166 FOR A UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF UTILITIES BEFORE BEGINNING WORK. 7. SEE SHEETS C2 & C3 FOR STANDARD DETAILS. 8. FINISHED ELEVATIONS OF LAWN/GREEN AREAS ADJACENT TO BUILDINGS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR OR TOP -OF -BLOCK ELEVATION. 9. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES. CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY THE CONTRACTOR 10. SPOT ELEVATIONS ARE FLOW LINE AND/OR FINISHED GRADES, UNLESS OTHERWISE INDICATED. TOP OF CURB ELEVATIONS ARE 6' ABOVE THE FLOW LINE SPOT ELEVATION SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE. 11. "EX" DENOTES EXISTING SPOT ELEVATIONS. "HP" DENOTES HIGH POINTS. 12. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER, UNLESS NOTED OTHERWISE. PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE TOWARDS CATCH BASINS AND/OR OUTLETS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS, WHICH WILL PROMOTE POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE. 13. CONTRACTOR SHALL CONTRACT WITH A LICENSED STRUCTURAL ENGINEER FOR DESIGN OF ANY RETAINING WALLS SHOWN ON THIS PLAN. ANY RAILINGS REQUIRED BY CODE SHALL BE INCLUDED IN THE DESIGN. 14. LINEAR FOOTAGE AND HEIGHTS OF ANY RETAINING WALLS SHOWN ON THIS PLAN ARE ESTIMATED, BASED ON THE TOPOGRAPHIC SURVEY BACKGROUND, AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. NOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE TO CONTRACTORS FOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES, THE CONTRACTOR WILL NEED TO SIGN A HOLD -HARMLESS AGREEMENT PROVIDEC BY SCHULTZ ENGINEERING & SITE DESIGN, AND AGREE TO PAY A $50 PROCESSING FEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OF THE CHECK GRADING PLAN NTs N N O Q O � � N � O i i O W (D o (n O c c J o� O U � N `= O U '<n p Q i N m �Q� U U N _ QU N � � O J_ E % O N �7C3 O -0 a)c z (1) Q __Q w U z (D z O LL 7 O W Z z W U_ V) W z_ 2 z J W W W N �- co J �06 ^ �U V J z O 0_ U CIO 0 SO E 0 co 0 0 0� U 0� fo 2!co co - M CO N ILL U U) O U C .N N C O N L U N Q N � r U) co co Lo If z O co :3 N = O V) N 00 Z ~ O o cn w O N tY Z Lu W �p w J w CL Oov CLJ` w �< J W W OU� 0-5 O wJ LUv = z u o < z � 0-zo co :2 C�i PROJECT NUMBER: 22015 SCALE: c 1 ''=30' N N C5 OF 9 PROJECT INFORMATION Proiect Description This project will include the demolition of five existing buildings, as well as adjacent pavements, curb & utter, and sidewalk. After p J 9 g• 1 p 9 demolition, the project will consist of the construction of a new mixed -use building with an approximate footprint of 29,400 sf, as well as parking lot and driveway areas, and sidewalk. Disturbed Area & Impervious Surface Tabulation (within proposed construction area) Anticipated Disturbed Area 2.5 acres Existing Impervious ervious Area 2.1 acres Proposed Impervious Area 2.1 acres Net Impervious Area Increase 0.0 acres Permanent Site Drainage Site drainage will be routed off -site to adjacent public storm sewer in a manner similar to existing drainage patterns. Receiving Surface Waters The following surface waters could receive storm water runoff from this project, and are within 1 mile of the project site: Surface Water Type of Surface Water Impaired Water? Special Water? USEPA Approved TMDL for Impaired Water? Comments Mississippi River River No Yes SEDIMENT AND OTHER POLLUTANTS This SWPPP has been designed main) to provide erosion and sediment control of natural) occurring soils at this site ie: sands g Y P Y g ( learns and clays). Although this SWPPP does address pollution prevention of other man-made materials it is assumed that these 9 p materials will consist of debris from existing structures and pavements to be demolished, or debris and chemicals (ie: fuels, new paints from new construction. etc.) resulting There are no known solid wastes or hazardous materials buried below grade at this site. If such wastes or hazard materials are discovered during construction, the SWPPP Coordinator (described below) will be responsible for notifying the Engineer. This SWPPP will then be revised to address he presence and disposal of these additional pollutants EROSION PREVENTION AND SEDIMENT CONTROL RESPONSIBILITIES SWPPP Design Engineer and Qualifications Design Engineer Brian J. Schultz, PE Training Course Design of SWPPP Recert. Training Entity University of Minnesota Instructor John Chapman Dates of Training Course March 3, 2020 Total Training Hours 7.0 SWPPP Coordinator and Qualifications * "Design of SWPPP" is a recertification course offered by the University of Minnesota. The Engineer's certification for "Design of SWPPP" is current, and will expire May 31, 2023. Certification documentation is on file at the Engineer's office and a copy can be provided upon request. The Contractor shall provide an individual who shall serve as the SWPPP Coordinator for this project. The SWPPP coordinator shall oversee the implementation of this SWPPP, as well as the necessary inspections (described below) of erosion prevention and sediment control BMPs. The SWPPP Coordinator shall also oversee the installation, maintenance, and repair of the BMP's to be completed in accordance with this SWPPP. The SWPPP Coordinator shall be responsible for the items listed above during the period from the start of the project to the establishment of final stabilization. During this period, the SWPPP Coordinator, or their assigned, qualified (see below) representative shall be available for an on -site inspection within 72 hours upon request by the MPCA. It shall be the Contractor's responsibility to complete the table below, which will identify the SWPPP Coordinator and that P Y p Y person's qualifications. This person shall acknowledge that he/she has been assigned to serve as SWPPP Coordinator and will be overseeing the items listed in this section, by providing their signature in the space below. Please note that this SWPPP will not be considered complete if the table below is not filled in. * Typically, the identity of the SWPPP Coordinator is unknown until the project is awarded. The SWPPP Coordinator may be identified at the project's Preconstruction Conference. SWPPP Coordinator Company Name Office Phone # Cell Phone # Training Course Training Entity Instructor Dates of Training Course Total Training Hours I, , hereby (Printed Name) acknowledge that I will be serving as SWPPP Coordinator for this project and will be responsible for overseeing the items identified in this section. (Signature) (Date) The SWPPP Coordinator may assign other personnel to supervise or perform the duties listed above. However, in completing the duties listed above, at least one person shall be trained in erosion prevention and sediment control as related to that particular part of the SWPPP. If the SWPPP Coordinator chooses to delegate some of the duties and responsibilities listed above to other personnel, a list of the personnel, as well as their qualifications, shall be kept with and shall become part of this SWPPP. The qualifications shall be documented in a manner similar to the table shown above. A copy of this list shall be provided to the Engineer. Once the project has been completed and accepted by the Owner, and Final Stabilization has been established and "Notice of Termination" submittedto the MPCA, the Owner assumes responsibility for the long term maintenance of the storm water management system. The SWPPP Coordinator shall be responsible for ensuring that the Contractor properly disposes of the temporary erosion and sediments control measures within 30 days after site stabilization is achieved or after the temporary measures are no longer needed. Record Retention The SWPPP and associated records shall be stored and maintained by an employee or representative of the Owner for 3 years after the submission of the Notice of Termination (NOT) Responsibility for overseeing the records will be transferred to another employee or representative should the current personnel become uninvolved with the project or Owner. These records shall include the following: 1). The final SWPPP 2). Any other stormwater related permits required for the project 3). Records of all inspection and maintenance conducted during construction 4). All permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts, covenants and other binding requirements regarding perpetual maintenance 5). All required calculations for design of the temporary and permanent Stormwater Management Systems. BMP INSPECTIONS Inspection Frequency The SWPPP Coordinator shall inspect, or designate someone else who is qualified to inspect see above the construction site p 9 q p ( )• erosion prevention and sediment control BMPs per the following time frames: 1). Once every 7 days 2). Within 24 hours of a rain event (1 /2" or greater over 24 hours) Inspections shall be conducted per the time frames listed above with the following exceptions: 1). Where parts of the construction site have permanent cover, but work remains on other parts of the site, inspections of areas with permanent cover may be reduced to once per month 2). Where construction sites have permanent cover on all exposed soil areas and no construction activity is occurring anywhere on the site, the site must be inspected for a period of 12 months (inspections may be suspended during frozen ground conditions). Followingthe 12th month of permanent cover with no construction activity, inspections may be terminated until p Y• p Y construction activity is once again initiated or sooner if notified in writing by the MPCA. 3). Where work has been suspended due to frozen ground conditions, the required inspections and maintenance schedule must begin within 24 hours after runoff occurs at the site or prior to resuming construction, whichever occurs first. Inspection Records The SWPPP Coordinator shall maintain inspection records during construction. These must be recorded in writing within 24 hours of the inspection and/or maintenance activity. The inspection records shall include the following: 1). Date and time of inspections 2). Name of person(s) conducting inspection 3). Findings of inspections, including recommendations for corrective actions 4). Corrective actions taken (including dates, times, and party completing maintenance activities) 5). Date and amount of any rainfall events greater than 1 /2" in 24 hours a). The Contractor shall install and maintain a rain gauge at the construction site in order to verify rainfall amounts. 6). If any discharge is observed to be occurring during the inspection, a record of all points of the property from which there is a discharge must be made, and the discharge shall be described (i.e., color, odor, floating, settled, or suspended solids, foam, oil sheen, and other obvious indicators of pollutants) and photographed. 7). Documentation of any changes to the SWPPP made during construction a). If the SWPPP coordinator observes that a BMP fails on a regular basis and believes that it is ineffective, it shall be his/her responsibility to notify the Engineer of such deficiencies. The Engineer may then amend the SWPPP (see "Amending the SWPPP") Note: Copies of all inspection records shall be submitted to the Engineer. AMENDING THE SWPPP During the construction of this project it may become necessary to amend this SWPPP. Should the responsibility of installing, inspecting and maintaining the erosion and sediment control devices and techniques described in this SWPPP be transferred P g 9 q from the current Contractor to another Contractor, or from the current Contractor to the Owner, this SWPPP shall be updated accordingly. The Owner will also be required to complete an "Permit Modification Form". Should it be determined, during construction, by the SWPPP Coordinator, Engineer, or Regulatory Officials that deficiencies in this SWPPP exist, or if significant changes are made to the design/scope of this project that impact erosion prevention and sediment control, the Engineer shall be notified immediately. The Engineer will then review potential deficiencies and/or significant changes to project design/scope, and make necessary changes to the SWPPP. After changes are made to the SWPPP, the Engineer will issue the necessary documentation, reflecting the changes, to the owner and to the SWPPP Coordinator. The SWPPP Coordinator shall be responsible to make sure that this documentation is added to the on -site SWPPP copy and that the changes described in the documentation is implemented on -site. EROSION PREVENTION AND SEDIMENT CONTROL BMPS Standards and References Materials and construction methods of all BMPs included in this SWPPP shall be as per the Minnesota Department of Transportation (MNDOT) Standard Specifications for Construction, latest edition. The Contractor and SWPPP Coordinator shall obtain a current co of MNDOT's Standard Specifications for Construction and familiarize themselves with the specification copy P p sections applicable to this SWPPP, as there are several BMPs that specifically reference these sections. The Contractor and SWPPP Coordinator shall be expected to be familiar with the applicable MNDOT specification sections during construction. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with these specification sections. Undisturbed Areas If shown on the plan, the Contractor shall delineate areas that are not to be disturbed on the site. This may be done with flags, stakes, signs, silt fence, etc., and shall be completed prior to the start of any grading operations. Regardless of the delineation method the Contractor chooses to use, the Contractor must communicate to his/her personnel and subcontractors that these areas are not to be disturbed and construction equipment (including trucks and personal vehicles) shall not be allowed in these areas. The Contractor shall minimize compaction and preserve topsoil as much as possible at the site. In pervious ("green") areas that are not essential to the construction of the project, the Contractor shall avoid construction traffic and maintain the existing condition of these areas. Temporary and Permanent Stabilization All exposed soil areas (including stockpiles) shall be provided with temporary or permanent cover within 7 days of construction activity temporarily or permanently ceasing in that portion of the site. Temporary or permanent drainage ditches or swales, which drain off -site or to a surface water, and are within 200 lineal feet of the property line or surface water shall be provided with temporary or permanent cover within 24 hours of construction. Placement of temporary or permanent cover shall be initiated immediately upon suspension or completion of excavation operations. Temporary Cover: If the Contractor chooses to halt grading operations in a portion of the site (or the whole site) for a period exceeding 7 days, and grading operations (rough or finish grading) in the affected areas has not yet been completed, temporary cover shall be placed. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line or surface water shall be provided with temporary cover within 24 hours of connection. Depending on the Contractor's schedule, the temporary cover shall consist of one of the following BMPs: 1). Discanchored Mulch a). Discanchored mulch may be used in an area of the site (or the whole site) if the Contractor is halting grading operations for a period that is relatively short, but exceeds 7 days. b). The mulch shall be Type 3 per MNDOT Spec. 3882 c). An adequate quantity of mulch shall be evenly distributed to achieve 90% coverage of the exposed soils. d). Mulch shall be placed as per MNDOT 2575.3C. e). All mulch shall be disc anchored as per MNDOT 2575.3D. Prior to the placement and discanchoring of the mulch, the soils shall be loosened and the area smooth -rough graded per MNDOT 2574. f). Any areas that are exposed as a result of wind action after the initial mulch placement shall be covered with additional mulch to maintain 90% coverage. 2). Temporary Seeding with Mulch a). Temporary seeding with mulch may be used in areas of the site (or the whole site) if the Contractor is halting grading operations for a period that is relatively long. Although mulch still needs to be applied as described above, once the temporary seeding/turf is established, the mulch will no longer need to be maintained. The temporary seeding/turf will require very little maintenance. b). Prior to the sowing of temporary seed, the soils shall be loosened and the area smooth -rough graded per MNDOT 2574. c). Contractor shall utilize Seed Mixes 21-1 1 1, 21-1 12, or 21-1 13 per MNDOT Spec. 3876 for temporary seeding. d). Temporary seeding shall be sown per MNDOT Spec. 2575.36. e). Once temporary seeding has been sown, mulch shall be placed over the area as described above. Permanent Cover: Upon completion of finish grading and/or placement of topsoil, initiation of the placement of permanent cover shall begin immediately over all exposed areas. This includes areas designated for impervious surfacing (ie: buildings, pavements/gravel bases, sidewalks, etc.). Where the construction schedule will not allow for the placement of the permanent impervious surfacing within 7 days of the completion of finish grading, temporary cover shall be provided in these areas, as described above, until the permanent impervious surfacing can be constructed. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line or surface water, shall be provided with permanent cover within 24 hours of connection. Areas designated for permanent turf establishment shall be provided with one or more of the following BMPs (see plan): 1). Permanent Seeding with Mulch a). Unless otherwise noted on the plans, all areas designated for turf establishment shall be provided with permanent seeding. b). In addition to the plan included as part of this SWPPP, the Contractor shall verify if a Landscaping Plan has been included in the plans by the Architect. If a Landscape Architect has specified higher quality permanent cover (ie: sod h droseedin g• etc.), the Contractor shall provide this permanent cover in lieu of the permanent seeding specified in this SWPPP. c). Prior to the sowing of permanent seed, the soils shall be loosened and the area smooth -rough graded per MNDOT 2574. d). Contractor shall utilize Seed Mix 25-131 per MNDOT Spec. 3876 for permanent seeding. e). Permanent seedingshall be sown per MNDOT Spec. 2575.3B. p p f). Once permanent seeding has been sown, mulch shall be placed over the area as described above (under Temporary Cover), unless noted otherwise. 2). Erosion Control Blanket a). Erosion control blanket shall be placed in areas as shown on the plan included in this SWPPP. These areas shall still be provided with permanent seeding, as described above, beneath the erosion control blanket. b). Erosion control blanket shall meet the requirements indicated in MNDOT Spec. 3885. See plan for category(s) of erosion control blanket. c). Erosion control blanket shall be installed as per MNDOT Spec. 2575.3G2. d). Erosion control blanket specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface water shall be installed within 24 hours of the completion of finish grading (including permanent seeding). 3). Riprap a). Riprap shall be placed in areas as shown on the plan included in this SWPPP. b). All riprap shall be underlain with Type 4 geotextile fabric. The fabric shall meet the requirements of MNDOT Spec. 3733 and P p YP g q p shall be installed as per MNDOT Spec. 251 1.362. c). Riprap materials shall meet the requirements of MNDOT Spec. 3601, and shall be Class 3, unless noted otherwise on the plans. d). Riprap shall be considered "Random Riprap" and shall be placed as per MNDOT Spec. 2511. e). Although it is permitted for the riprap to be placed with machinery, it will be necessary for the Contractor to hand place some of the riprap in order to provide a dense, well -keyed layer of stones with the least practical quantity of void space. f). The minimum thickness of the riprap shall be 18 inches, unless otherwise noted on the plans. g). Riprap designated at the end of pipe outlets shall be placed within 24 hours of installation of the pipe outlet end section. h). Riprap specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface water shall be installed within 24 hours of the completion of finish grading. Sediment Control The following sediment control BMPs shall be implemented as part of this project: 1). Silt Fence a). Silt fence shall be installed at the locations shown on the plan included in this SWPPP. b). Silt fence shall be machine sliced and materials shall meet the P requirements of MNDOT Spec. 3886. q c). Silt fence shall be installed as per MNDOT Spec. 2573.3B2. d). Silt fence shall be installed prior to any upgradient grading operations, and shall remain in place and maintained adequately until upgradient areas achieve Final Stabilization (see below) e). Silt fence shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment on the upstream side of the fence reaches 1 /3 of the height of the fence. Repair or replacement of silt fence shall be completed within 24 hours of discovery. f). Portions of silt fence may be removed to accommodate short-term activities, such as vehicle passage. Short-term activities shall be completed as quickly as possible, and new silt fence installed immediately after completion of the short-term activity. If rainfall is imminent or forecasted in the near future, new silt shall be installed regardless of if the short term activity has been completed or not. The Contractor is advised to schedule short term activities during dry weather as much as practicable. No additional compensation will be paid due to additional silt fence associated with short-term activities. g). Temporary soil stockpiles shall be placed on the site in areas upgradient from silt fence. Where the Contractor chooses to place temporary soil stockpiles outside designated silt fenced areas, the stockpiles shall be surrounded by additional silt fence. Under no circumstances shall temporary soil stockpiles be placed over surface waters, curb and gutter, catch basins, culvert inlets or outlets, or ditches. 2). Catch Basin Protection a). WIMCO Road Drain protection devices, as manufactured by WIMCO, shall be used for catch basin protection on this project. WIMCO can be contacted at (952)-233-3055, and their web page is www.roaddrain.com. b). "Road Drain Top Slab" devices shall be installed at all catch basin locations immediately after placement of the catch basin structures. "Road Drain Top Slab" devices shall remain in place and be adequately maintained until permanent surfacing is constructed (ie: curb and gutter, pavements, and/or gravel surfacing). In areas designated for turf establishment, "Road Drain Top Slab" devices shall remain in place until Final Stabilization of all upgradient areas is established. c). Upon construction of the permanent surfacing, the "Road Drain Top Slab" devices shall be replaced with the WIMCO product specified on the plans. The WIMCO devices shall remain in place until Final Stabilization of all upgradient areas has been established. d). The contractor shall install and maintain the catch basin protection devices as per the manufacturer's instructions and specifications. 3). Culvert Inlet Protection a). Culvert inlet protection shall be provided at all culvert inlet locations immediately after construction of the culvert. See plan included in this SWPPP for culvert inlet locations. b). Culvert inlet protection shall consist of geotextile fabric wrapped around, and completely covering the inlet end section. The geotextile fabric shall be the same fabric used in silt fence applications and meet the requirements of MNDOT Spec. 3886. c). The culvert inlet protection shall remain in place and adequately maintained until Final Stabilization of all upgradient areas has been established. d). Culvert inlet protection shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment reaches 1 /2 of the diameter of the culvert pipe. Repair or replacement of culvert inlet protection shall be completed within 24 hours of discovery. 4). Temporary Rock Construction Entrance a). Temporary rock construction entrances shall be installed at the locations shown on the plan included in this SWPPP. See detail for temporary rock entrance design. b). If the Contractor chooses to access the site from locations other than where temporary rock entrances are specified on the plans, additional temporary rock entrances shall be placed at these locations, as well. c). Temporary rock entrance shall be constructed prior to the start of grading operations, and shall remain in place and be adequately maintained until Final Stabilization has been established. d). Temporary rock entrances shall be maintained in such a manner that the entrances prevent sediment tracking onto adjacent streets. If a temporary rock entrance is found to be ineffective, it shall be replaced or improved within 24 hours of discovery. e). The Contractor has the option to lace Type 4 geotextile fabric beneath the temporary rock entrance. The fabric may p p Yp g p rY Y extend the life of the entrance as it will reduce rock "sinking" into the underlying soils. If the Contractor chooses to use fabric, it should meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT Spec. 251 1.362. f). If sediment tracking from the site is discovered on adjacent streets, the sediment shall be removed with a street sweeper or other approved method within 24 hours of discovery. This shall be done throughout construction of the project. This sediment may be returned and graded over exposed areas of the site, or disposed of off site per MPCA requirements. The Citymay order street sweeping to be performed at the Contractor's or Owner's expense if City staff find that construction Y p 9 p P Y activities are resulting in sediment or debris being tracked onto City streets. 5). Filter Logs a). Filter logs shall be installed at the locations shown on the plan included in this SWPPP. b). Filter logs shall consist of Type Wood Fiber biorolls and meet the requirements of MNDOT Spec. 3897. c). Filter logs shall be installed as per MNDOT Spec. 2573.3F. d). Filter logs shall be installed immediately after placement of erosion control blanket. e). Filter logs shall remain in place for the life of the project, and shall be allowed to degrade naturally. Dewatering If dewaterin of sand subsoils is required for this project, the um discharge shall be treated prior to discharge off -site or into a g Y q p J pump g p g surface water. Treatment of discharge shall be achieved with the use of a "Dandy Dewatering Bag" (or approved equivalent), as manufactured by Dandy Products,lnc. Dandy Products, Inc. can be contacted at (877) 307-0141, and their web page is www.dandyproducts.com. The "Dandy Dewatering Bag" shall be installed, utilized, and maintained per the manufacturer's instructions and specifications. Once dewatering water has been treated, it may be discharged off -site or to a surface water. The discharge shall be visually checked to ensure that it is relatively clean and not visibly different from any receiving waters. If discharge is noticeably "dirty", the Engineer shall be contacted as additional treatment methods may be necessary. Adequate erosion control shall be provided at the point of discharge if it is located in an area with exposed soils or established turf. This erosion control may consist of temporarily placed rip rap, or other approved energy dissipation measures. The type of erosion control measure shall be at the Contractor's discretion, depending on the location of the dewatering discharge and the unique site characteristics. The erosion control measures shall be effective and shall be maintained adequately such that no erosion occurs at the point of discharge. Pollution Prevention Manaaement Solid waste accumulated during construction, including collected sediment, construction materials, floating debris, construction debris paper, plastics, and other solid wastes shall be disposed of in accordance with MPCA disposal requirements: ,p p •p p p q 1). Building products that have the potential to leach pollutants shall be maintained under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by a similarly effective means designed to minimize contact with storm water. 2). Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials shall be maintained under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by similarly effective means designed to minimize contact with stormwater. 3). Hazardous materials, toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, petroleum -based products, wood preservatives, additives, curing compounds, and acids) shall be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access storage areas shall be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials shall be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. 4). Solid waste shall be stored, collected and disposed of properly in compliance with Minn. R. ch. 7035. 5). Portable toilets shall be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041. The Contractor shall take steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. The Contractor shall conduct fueling in a contained area unless infeasible. The Contractor shall ensure adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. The Contractor shall report and clean up spills immediately as required by Minn. Stat. § 115.061, using dry clean up measures where possible. If the Contractor washes the exterior of vehicles or equipment on the project site, washing shall be limited to a defined area of the site. Runoff from the washing area shall be contained in a sediment basin or other similarly effective controls and waste from the washing activity shall be properly disposed of. The Contractor shall properly use and store soaps, detergents, or solvents. No engine degreasing shall be allowed on site. The Contractor shall provide effective containment for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds and other construction materials) related to the construction activity. The liquid and solid washout wastes shall not contact the ground, and the containment shall be designed so that it does not result in runoff from the washout operations or areas. Liquid and solid wastes shall be disposed of properly and in compliance with MPCA rules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. FINAL STABILIZATION Final Stabilization shall be considered established once the following requirements have been achieved: 1). All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform perennial vegetative cover with a density of 70 percent of its expected final growth density over the entire pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions. 2). The permanent storm water management system is constructed, and is operating as designed. Temporary or permanent sedimentation basins that are to be used as permanent water quality management basins have been cleaned of any accumulated sediment. All sediment has been removed from conveyance systems and ditches are stabilized with permanent cover. 3). All temporary synthetic and structural erosion prevention and sediment control BMPs have been removed from the project site. BMPs designed to decompose on site may be left in place. ADDITIONAL COMMENTS The Contractor is solely responsible for the cleanup of any wetlands, rivers, streams, lakes, reservoirs, other waters of the State (as defined by the MPCA's General Storm Water Permit), ground or roadway surfaces or other property damaged by construction activity related to this project. Besides the NPDES permit (MPCA General Storm Water Permit), the Contractor and/or Owner shall also be responsible to obtain all other necessary local government permits related to storm water management, and erosion and sediment control, if applicable (ie: Watershed District, City, MNDOT, etc.). This SWPPP is intended to provide a plan for addressing the erosion prevention and storm water management issues associated with this project. It is to be used in conjunction with the project plans, specifications, and the MPCA General Storm Water Permit. In addition to the SWPPP, the Owner, Contractor, and SWPPP Coordinator shall familiarize themselves with the actual requirements indicated in the MPCA General Storm Water Permit itself and are responsible for compliance with the permit's terms, requirements, and conditions. The Engineer can provide a copy of the permit upon request. SWPPP - STANDARD NOTES N _0_0 N - " O O C a N O •v 11 a >_ O N5 0 _0 O io N i O ao It � N- O W -� W 0� c o c- c Z QO� 1E a O O 0 c U O N Q) U N 0 J 2 Q> m N N N � Q_r W _U N a 0 N 3 U }-a 0 0�a) J "' rL N \ CV N a) IQ o -a -0 } C'I U C C � a) D D � x > O N V) x - N C � .. E .- c 0 a) 0) a O �Q w m 0 U Z) U) z (Dc� 0 O T U N c) c; co co > (z co (D O � O c9 ^ 0) ' ' W N � X :3z UJ CD a_ ILL _ U I 7 N >_ _ E I W O U Z 0 C 2 Z a) J -a W w C 0- N � �' a N U J D W N � _ :3 C U °' Q VJ N r- r L. N CO > LO OC Z O co ON N N L. \\ - L. :3(rs r GO GO Z O o_ U CIO 0 V) w Z �-- 0 0 v) w O N co '14- � Z U c-4 J Lo J wU � �p w J w m 0:� O O V) �__ L LU > C J w w OU� O wJ = Z � �v UOQ �� z m12Q ZO C� U) 3.1 ui PROJECT o NUMBER: Z 1 22015 a_ a_ a_ U7 Ln N N N C6 OF 9 Gravel pad(s) MnDOT Class CA-15 or CA-25 Riprap Roy ii^^ Geotextile fu-, NOTES: Channelize runoff to sediment trapping device CD z C/) xl w Match Existing Grade v (D e�r N (D d O O i0 p p �. Fn Imo! ^ • N 0 0 �r O (rq SECTION B—B �)Ll IIUIN A —A (not to scale) Sediment Trapping Device 5U min. or Right of Way PLAN Standard Plate Library City of Monticello STEEL FENCE POST (T—POST), MINIMUM 5' LONG, 6 MAXIMUM SPACING. POST NOTCHES• TO FACE AWAY FROM FABRIC. Original grade Original grade Q) :z Title: Commercial Gravel Construction Entrance Date: 0 6 —14� No. Revised: 03-15 6002 ATTACH FABRIC TO POSTS TH MINIMUM 3 ZIP TIES 50 LB. ENSILE) PER POST I TOP 8 OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNDOT TABL� 3886-1 (MACHINE SLICED . MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) DIRECTION OF SURFACE F / �... 24" MINIMUM POST EMBEDMENT NOTE: ®COMPACTION: THE MACHINE SLICED METHOD (THIS DETAIL) IS THE AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION STANDARD SILT FENCE INSTALLATION METHOD. OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE HEAVY—DUTY SILT FENCE INSTALLATION METHODS "SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN SHOULD ONLY BE USED WHEN APPROVED OR DIRECTED INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT BY THE CITY. A UNIFORM HEIGHT. OF 1EIGHT PLAN 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 BOTTOM OF DRAINAGE WAY 3 O ELEVATION POINTS A' SHOULD BE * FOR THE NEW R-3290—VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG-3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello A Y 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 0 3 —15 0.7 STAPLES PER SO. YD. 4:1 SLOPES 1.15 STAPLES PER SQ. YD. 3:1 SLOPES OVERFLOW OVERFLOW SLOT IN SHROUD 0�20j 0 0 3.3' 3.76 STAPLES PER SO. YD. HIGH FLOW CHANNEL & SHORELINE Standard Plate Library City of Monticello NG NU 1 TACHMENT HOOK .T FABRIC SLEEVE R MnDOT SPECIAL OVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 Title: Inlet Protection Grate Inlet Cover Date: Plate No. 03-07 Revised: 6005 03 —15 C\170-0 N O Q N (D •v O N� 0 O i S_ I as Q � � N— O W N W o� c s= Q O7:3 c O O U O 0 N `= O U •<n p Q - m N (D N � 0- U) O N �(D N U }� 9 J E 4-7 N N a) � =-0 70 U > -0 o (DO c z ��0) 0 _Q w U Z) z (D O z 0 Uj L.L 7 O z z W V 1 z v/ Ir W �5 Z 0 z J W W W Ir N ­ C) J D VJ�U^^ 01 N 0 Z N C N U J w N N } CD x U X x x (0000 9 T U I a) c; 2!CO co — co CO 5 O � � N r- X :3 D_ LL I- U O U C a) O N U U a) m r U) CO > LO Er z 0 co :3 N = O U) 00:3to Z 0 Q 0 LU O N M Q' Z MAINTAINANCE:-- - - - — - - - - - - - - 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY 3B DURING PROLONGED RAINFALL, AND ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USEABLE LIFE AND THE BARRIER MAY STILL BE NECESSARY, THE FABRIC SHALL BE REPLACE PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT THEY MUST BE REMOVED WHEN 12' I DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER. 3A O 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER I REQUIRED, SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. v— AND o C) D Amr SUMMER WINTER SU E:::::::: Placement of Sediment Placement of Sediment O fJ r o — Filter Barrier 7' Behind Filter Barrier Along Residential Residential 9 Curb or Behind Sidewalk Curb ^' m O v M v mEntrance � Ri ht of Wa Driveway Y Prior to Snow Plowing 9 Right of Way Driveway Y Entrance 3' r V ` V D 0 O � 9 Y9 Y J 3= ---- ----- — ---- ----- — Sidewalk Sidewalk (/� ' ` D 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. V ZOm < '1 m � z Concrete Concrete 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE W ao m Curb & Gutter Curb & Gutter BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. 0 _ BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF J OA .gyp Street Street STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. U N 1120 ? O 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE 0— N AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES PLACEMENT AND CONSTRUCTION OF A SEDIMENT FILTER BARRIER IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM,STAPLES/STAKES 0 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" (5cm-12.5cm) OVERLAP DEPENDING 0:� J ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING /'1, INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. LL 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE I� ' 1 �1 w w BLANKET WIDTH. J NOTE: U 'IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO O PROPERLY SECURE THE BLANKETS. = z Title: Erosion Control Blanket U O c- Standard Plate Library Stapling Patterns & Installation m Q Cityof Monticello Date: Plate No. 03-08 Cn PROJECT 6011 - Revised: 03-15 ° SWPPP - STANDARD DETAILS NUMBER: I 22015 Ln N C7 9 N OF L� 2W J L.L_I L^.I./.I I..L W z 0.50 L.L_I J W LLB Cz z z0 \ \ INSTALL CATCH BASIN PROTECTION \ (TYP) 9 O / 06 \FJ 9 8�6 ' 6 9z 0 s � \ c 760 i / / 15235 \ y \ i b Q / 0 ) �tx / 00 �� d o^ s PERIN V��� FENC ° �h otyc / INSTALL�CATCH \ BASIROTECTION / (TYP ° \ / A o'r / / INSTALL CATCH' -- BASIN PROTECTION \ (TYP) T Rik J TEMP RARRY ROCK / CONSTRUCTION ENTRANCE \ / s \ Sow /o / 4 \ , cof O O / / / O O \ / PERIMETER SILT \ O� O 924 "c \ FENCE (TYP) \ / SMH / \ ' / / \ / Rim=928.61 a / 928 Inv=916.11 STMH So Rim=928.10 / / Ex. Building \ \ In v= �/\ / \ \ / 110. 113 INSTALL CATCH , / F E= 928.9 s BASIN PROTECTION O \ f (TYP) ,A \ / / \ \ / PROPOSED ZUILDING MFE = 929 0 GFE = 918.67 Ex. B( No. FFE= . UF65e PERIMETER SILT \ / ,A \E (TYP) Pro iec t BM: EI e v.• 928.45' PERIMETER SILT 21 / \ FENCE (TYP) / \ \ % / INSTALL CATCH SIN PROTECTION (TYP) , \ �9s \ 9 � N STMH a / Rim= 923.78 Inv= 90,3 OS�c \ / oj�`�\C�c W 21 CATEGORY 20 / EROSION CONTROL I o \ BLANKET (TYP) \ / lP %2\ \ NOTE: EROSION CONTROL \ / 121578 \ BLANKET MAY BE OMITTED / FROM AREAS DESIGNATED PERI ETER SILT / FOR SOD OR MULCH / FEN E (TYP) F° INSTALL CATCH / \ \ BASIN PROTECTION AN <10 (TYP) (71 Ingress d -ss Eosemen —PER I TER SILT FEN E (TYP)Qj 1700, � PID: 155-218- 001010 I /P /2 5718 SMH Rim= 927.58 / \ TMH \ / im=927.43 v= 919.78f \ SWPPP - PLAN VIEW N O Q N ,u O Q >_ N O I O E N W �} o 0= o �} c 4� z a) Q c O � O c U p N G m Q i N N N N Q� (A a N o r N `r N N � � N J_ } ' " d N % a� o N �O N N N � w � O m o U z � ��o 8 z N d)cU > tr N cMy) (0 U L.L 0 LL I C a)L. M 0000 . N I Lu z (V d LLL z � N w o Z U z J w � a N N J U N N U c N Q L N � > LO E Z 0 \ co N a)� � O � (1) (1) z O w Lu w C) Lu Z ~ O o C� w O N co I 't � z 1 Lo I V)� Lu w F-p w J w O O V) OL I Lu J W W OU� 06 O wJ = Z �v v0Q z Lu Z m�Q z0 o--.2! PROJECT NUMBER: a_ i 22015 N a_ a_ SCALE: a_ �1 "=30' D N N C8 OF 9 / / / / EXISTING HYDRANT (ESTIMATED LOCATION) \ T T \ \ CONNECT TO EXISTING / \ 6" WATER MAIN \ (WET TAP) / \ O \\ 6' GATE VALVE \ & BOX / UTILITY NOTES: 1. WATER MAIN AND ANY WATER SERVICE LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 8 FEET BELOW FINISHED GRADE. 2. IF CONFLICTS ARE DISCOVERED WHERE WATER MAIN CROSSES EXISTING OR PROPOSED SANITARY SEWER, SERVICE LINES, OR STORM SEWER, THE WATER MAIN SHALL BE RAISED OR LOWERED APPROPRIATELY WHILE STILL MAINTAINING A MINIMUM DEPTH OF 8 FEET BELOW FINISHED GRADE. 3. INSULATION SHALL BE PLACED AT ALL LOCATIONS WHERE STORM SEWER CROSSES SANITARY SEWER, WATER MAIN, OR ASSOCIATED SERVICES. INSULATION SHALL CONSIST OF AN 8-FT X 8-FT SQUARE OF 3"-THICK RIGID INSULATION. INSULATION SHALL BE PLACED BETWEEN THE STORM SEWER AND PIPE CROSSING WITH THE EDGES OF THE INSULATION PARALLEL TO THE PIPING AS MUCH AS POSSIBLE. 4. INSTALL SANITARY SEWER SERVICE LINE CLEANOUTS AS REQUIRED BY THE MINNESOTA PLUMBING CODE 5. SEE SHEET C5 FOR STORM SEWER GRADING, AND SHEET C2 FOR MISCELLANEOUS DETAILS RELATING TO THE PLACEMENT OF THE UTILITIES. / 6. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING / UTILITIES PRIOR TO ANY CONSTRUCTION. 7. PRIOR TO CONSTRUCTION OF SANITARY SEWER, AND ORDERING ASSOCIATED MATERIALS, THE CONTRACTOR'S PLUMBING DESIGNER SHALL PROVIDE THE ENGINEER WITH THE TOTAL DRAINAGE FIXTURE UNITS (DFUs) FOR THE INTERIOR PLUMBING TO VERIFY THE CORRECT SIZING AND SLOPE OF THE SANITARY SEWER SERVICE �• / \ \ \ ` �j , r STING HYDRANT (ESTIMATED ED LOCATION) Tito 6" 1140 BEND \ STMH / Rim= 923.78 In v= lb Q 9 �J ?0 \/\ v 3 HYDRANT / \ / q 6" GATE VALVE &BOX o • 6"X6" TEE E 6" C900 PVC LEAD / I � lP %2\ \ Q / 121578 \ Q \ I5° BE O' 72 A) yF AN / SMH � _�. / � - �� / � / Rim=928.61 \ / a / 1 /ngress d \ ,� Q lnv 916.11ess Easemen STMH SO / Ex ilding o'' WA EROSERVIC W/ 6 Rim=928.10 Bu ED In v= \ \/\ / \ \ l�O. 113 / GATE VALVE & OX F E= 928.9 SAN CLEANOUT CO1 / O \ \ RIM = 928.85 \ AlBUILDING IN� = 915.71 / 8" PVC SAN. SERVI= 915.75 PROPOSED INV @ BLDG �\ \- MFE = 929. Ex. Building No. 707 FFE= 929.0 A� 7 / \ 6 Qj PID: 155-218-001010 / F k / e4//a�9S ,, • ' \���%/ / \ OF / � � a � / �^ —Imo/ EXISTING HYDRANT Project BM: r� ( / (ESTIMATED LOCATION) Elev.• 928.45' Otter V • � J � 5718 / AN SMH Rim= 927.58 \ STMH Rim = 927.43 / \ Inv= 919.78f \ ry \ OWNER/CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT FROM THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY PRIOR TO THE INSTALLATION OF ANY SANITARY SEWER OR WATER UTILITIES. CONSTRUCTION OF SANITARY SEWER OR WATER UTILITIES SHALL NOT COMMENCE UNTIL AFTER THE PLUMBING PERMIT HAS BEEN OBTAINED, AND ANY AND ALL PERTINENT COMMENTS HAVE BEEN ADDRESSED ON THE PLAN AND IN THE PROJECT SPECIFICATIONS. UTILITY PLAN N N O Q O Q n 5 O i w(D o U) o _° c J p� O O � O U N U •<n p Q i N m N (D � Q— U) O Q� O J E �(D N U > -0O N O C z N O) 0 �LU : U z (D z ILL L.L 7 O ILL]z z W 7V W z 2 z J W W w Ir N �- co J W ^ �U V J z O 0- CIO 0 01 v 0 z O c O U J SO E co O U 0� C; 2!c� c�0 o(5� M CO N X :3 ILL U U) N N Q r CO LO If z O CO N = O W N � WW Z ~ 0 0 V) w O N � Z J N �Lr) k. V)� LU w �p wLULU CL Oov CLJZ w J W W OU� 0-5 O LU = z �v v0Q z z 00 < z0 I �i PROJECT NUMBER: 22015 SCALE: 1 ''=30' N N N C9 OF 9 \ \ CB \ 4'\ %—Ri—921.64 \ STD In (NW)=9 .98 \ 1�%�i y 8 l v E= 91 7 9 O I 919 ' �oa % 60 TV /9,1\ r 1r SI c 80 AE /P NAH / 152 JJ / 2 / / k OC MUL H, T P d ° Ex. Building ° ti ' �No. 106 cb / r �ti �°� d ' / FFE= 929. 7 / v0�cr • /5.82 O / V Q h d � �\ d . •/• °. `/ •• d e 1 / \ d0 s 1 d, SMH \ \ Rim= 927.47 / SMH Rim= 928.61 Inv=916.14 STMH Rim=928.10 Inv= x 4' TREE GRATE, TYPICAL / / / / / / / / / / / / / / / \ /' CB T \ ��300ot- / pej 1 H SOD �y o/v,�at�o,� /L EDGING, TyICAL SGM / \ / RO K LCH, YPICAL — �\ \ / c, dye /? Is, SOD PPB / 4 NAH SOD • Syi lb I PLANT LEGEND SYM TREE SIZE MATURE H x W QUANTITY w LU AE Acolade Elm (Ulmus'Morton') 2" CALIPER 70' x 40-50' 2 w NHE New Horizon Elm (Ulmus'New Horizon') 2" CALIPER 40-50' x 20-30' 3 0 = SGM Sienna Glen Maple (Acer x freemanii 'Sienna') 2" CALIPER 60 x 40' 4 HGL Harvest Gold Linden (Tila x mongolica 'Harvest Gold') 2" CALIPER 40-50' x 20' 4 NAH Northern Acclaim Honeylocust (Gleditsia tricanthos var. inermis "Harve') 2" CALIPER 35-45' x 30-35' 6 CH Common Hackberry (Celtis occidentalis) 2" CALIPER 50-75' x 50' 1 Kindred Spirit Oak (Querscus x'Nadler') 2"CALIPER 35'x 6' 5 0KSO B First Editions Parkland Pillar Birch (Betula platyphylla "Jefpark') 2" CALIPER 40' x 6-7' 4 SYM SHRUB SIZE MATURE H x W QUANTITY RC Russian Cypress (Microbata decussata) #2 CONTAINER 12" x 3-4' 21 U) SYM PERENNIAL SIZE MATURE H x W QUANTITY Q VH Varigated Hosta (Hosts undulata) #1 CONT. V x 2.5' 18 Z w FRG Feather Reed Grass (Calamagrostis acutiflora 'Karl Foerster') #1 CONT. 4-5' x 2-3' 11 w ZU d N d J C O N W m 1z, _ at, Q L m �_ � Oa_ Z� N Z Qa Q Z 'n m t7 ° � C n LU W J N � co SOD ROCK MULCH (0 00 O Z 9- CO CO ((00 PLANTING NOTES fl� a 6 0) 1. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, 0) ''I Q DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS. z , (D C W 2. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. W 0_ LL C N 3. CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND Z IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE. O Uj 4. CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR RELATION TO ADJACENT v Q � PLANTS, STRUCTURES OR VIEWS. 5. ALL NEWLY PLANTED MATERIAL SHALL BE THOROUGHLY SOAKED WITH WATER WITHIN 3 HOURS OF PLANTING. 0 6. THIRTY DAYS AFTER PLANTING, CONTRACTOR SHALL RE -STAKE AND STRAIGHTEN TREES AS NECESSARY. w N 7. CONTRACTOR SHALL THOROUGHLY LOOSEN ANY COMPACTED SUBGRADES PRIOR TO PLACING TOPSOIL, TO A MINIMUM DEPTH OF N N 6" U 8. ALL PLANTING BEDS, ARE TO RECEIVE 2" DEPTH, CLEAN, WASHED, 4" DRESSER TRAP ROCK OVER A 5 OZ. WOVEN LANDSCAPE J N WEED -BARRIER FABRIC. SUBMIT SAMPLE OF MULCH AND LANDSCAPE FABRIC FOR APPROVAL. 9. ALL PLANTS TO RECEIVE 3" DEPTH SHREDDED CEDAR MULCH IN LAWN AND ROCK MULCH PLANTING BEDS AS INDICATED BELOW; W N A. TREES- 5' DIAMETER :3 B. SHRUBS - 2' DIAMETER C. PERENNIALS - 18" DIAMETER 12. CONTRACTOR SHALL MAINTAIN PLANTING BEDS AND LAWN AREAS FOR A PERIOD OF 1-YEAR) UPON COMPLETION OF PLANTING r n U OPERATIONS. MAINTENANCE TO INCLUDE WEEDING, HAND WATERING, MOWING, MULCH REPLACEMENT, EROSION REPAIR, PLANT V J 7 REPLACEMENT, FERTILIZING AND AS ADDITIONALLY REQUIRED OR NECESSARY. i co 13. CONTRACTOR SHALL IMPORT ADDITIONAL CLEAN, NATIVE, SHREDDED TOPSOIL, AS REQUIRED TO FINE GRADE SMOOTH AND EVEN Fr z GRADING PRIOR TO SEEDING AND SHRUB BED PREPARATION. TOPSOIL TO, FREE OF WEEDS, RHIZONES, ROCKS, STICKS, O CONCRETE, CONSTRUCTION MATERIALS AND OTHER DELETERIOUS MATERIAL. CO \ N = 14. EDGING TO BE COMMERCIAL GRADE, PVC EDGING, INSTALL SMOOTH AND UNIFORM AND PER MANUFACTURER'S RECOMMENDATIONS. \ cc) 15. CONTRACTOR TO WARRANTY ALL PLANT MATERIAL FOR 1-YEAR FROM COMPLETION OF PLANTING. REPLACE PLANT MATERIAL THAT IS DEAD OR HAS 50% OR MORE OF CANOPY NOT LEAFED OUT. / ca \� / \ d v �-�� RETAINING WALL PER CIVIL // / / PLANS / / / / • .d / \ d v / Z ROCK M LCH, TYPICAL \ ° d, '� O V / • d A EDGINV TYPICAL IL � / d d • / HGL / • w RCA CV r/ \ d� �(` //'J l SQSD H / d • �� / i d / 6 � `� '� • / Z LU D d V H / '� r 10 / cv ch v / 0 / a f OR • / / 5 a •A AA .d ' ' / HGL d • 2 r'33 / ��/ � d � � d / -rlt d / 11 w� ° ° 7190, X1, d . • •d • • / \ \ v v • • • "'•d d w ' • • e • • �. \ \ PID: 155-218-001010 w r 1 2 d % Lu AA I 4,00e �� �. I w Pro 'e BM: 121!� ��� /� / Elew 92 . 5' �otP� V0 . / 0— J Z Q EX. �`REET TREEr. TO REMAIN I / J r 1 w 06 /P Y2" 0— w 5718 2 ~ � LU (� Z �F— \ :5� ZO SMH \ / \ \ Rim=927.58 PROJECT \ STMH = 927.43 \ \ PLANTING PLAN NUMBER: N / �4 \ In v= . 78f \ 1 \ SCALE: 1 "=30' L1 OF 3 PLANTS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specifications sections, apply to work of this section. B. The following items of related work are specified and included in other sections of these Specifications: SECTION 31 22 19FINISH GRADING (SITE WORK)SECTION 31 23 13SUBGRADE PREPARATION (SITE WORK) 1.02 SUMMARY A. Extent of landscape development work is shown on drawings and in schedules. Development work is to include furnishing and installing all components shown on plans, details and as described in the specifications for plantings, lawns, soil conditioning, accessories, etc. B. Sub -grade Elevations: Excavation, filling and grading required to establish elevations shown on drawings are not specified in this section. Refer to earthwork sections. 1.03 PERFORMANCE REQUIREMENTS A. Subcontract planting work to a single firm specializing in planting work with a minimum of 3 years planting experience. B. General: Ship plant materials with certificates of inspection required by governing authorities. Comply with regulations applicable to plant materials. C. Do not make substitutions. If specified plant material is not obtainable, submit proof of non -availability to Architect, together, with proposal for use of equivalent material. D. Analysis and Standards: Package standard products with manufacturer's certified analysis. For other materials, provide analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists, where applicable. E. Trees, Shrubs and Plants: Provide trees, shrubs and plants of quantity, size, genus, species and variety shown and scheduled for landscape work and complying with recommendations and requirements of ANSI Z60.1 "American Standards for Nursery Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with good horticultural practice and free of disease, insects, eggs, larvae and defects such as knots, sun -scald, injuries, abrasions, or disfigurement. F. Label at least one tree and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. G. Inspection: The Landscape Architect may inspect trees and shrubs either at place of growth or at site before planting, for compliance with requirements for genus, species, variety, size and quality. Landscape Architect retains right to further inspect trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. 1.04 SUBMITTALS A. Certification: Submit certificates of inspection as required by governmental authorities. Submit manufacturers or vendors certified analysis for soil amendments and fertilizer materials. Submit other data substantiating that materials comply with specified requirements. B. Certification of Grass Seed: From seed vendor for each grass -seed mono -stand or mixture stating the botanical and common name and percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. Certification of each seed mixture for turfgrass seeded areas, identifying source, including name and telephone number of supplier. C. Maintenance Instructions: Recommend procedures to Owner for maintenance of lawns during a calendar year. Submit before expiration of required maintenance periods. D. Submit to the Owner, samples of topsoil, wood mulch, rock mulch, and edging to be used in the construction of the project. Do not order, ship or install any materials, until samples have been approved. 1.05 DELIVERY, STORAGE AND HANDLING A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery, and while stored at site. B. Do not remove container -grown stock from containers until planting time. 1.06 JOB CONDITIONS A. Proceed with and complete landscape work as rapidly as portions of site become available, working within seasonal limitations for each kind of landscape work required. B. Utilities: Determine location of underground utilities and perform work in a manner, which will avoid possible damage. Hand excavate, as required. Maintain grade stakes set by others until removal is mutually agreed upon by parties concerned. C. Excavation: When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, or obstructions, notify Architect before planting. D. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior to planting of lawns, unless otherwise acceptable to Landscape Architect. If planting of trees and shrubs occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. 1.07 SPECIAL PROJECT WARRANTY A. Warranty trees, shrubs, perennials and lawns, for a period of one year after date of substantial completion, against defects including death and unsatisfactory growth, except for defects resulting from neglect by Owner, abuse by others, or unusual phenomena or incidents which are beyond the Landscape Installer's control. B. Remove and replace trees, shrubs, or other plants found to be dead or in unhealthy condition during warranty period. C. Another inspection will be conducted at end of extended warranty period, if any, to determine acceptance or rejection. Only one replacement (per tree, shrub or plant) will be required at end of warranty period, except for losses or replacements due to failure to comply with specified requirements. PART 2-PRODUCTS 2.01 TOPSOIL A. Import topsoil as required to complete the landscape work. It is the Landscape installer's responsibility to verify all quantities. B. Imported Topsoil shall be natural loam, which is fertile, friable, surface soil, reasonably free of subsoil, clay lumps, brush, weeds, rhizomes, litter, roots, stumps, stones larger than 1 '/2" in any dimension, and other extraneous or toxic matter harmful to plant growth. Raw field topsoil is not permissible. Topsoil found to be unsuitable will be removed and replaced by the Contractor at no additional cost to the Owner. C. Obtain topsoil from local sources or from areas having similar soil characteristics to that found at project site. Obtain topsoil only from naturally, well -drained sites where topsoil occurs in a depth of not less than 4"; do not obtain from bogs or marshes. 2.02 SOIL AMEDMENTS A. Organic Soil Amendment: Organic, nitrogen stabilized mulch free from deleterious materials and suitable for trees, shrubs or plants and consisting of shredded or ground bark or other well -composted, nitrogen stabilized material with no particles exceeding 3/8" in diameter. B. Commercial Fertilizer: Complete fertilizer of neutral character, with some elements derived from organic sources and containing the following percentages of available plant nutrients: C. For trees and shrub beds, provide fertilizer of approximately 5% total nitrogen, 10% available phosphoric acid and 5% soluble potash. Verify final NPK mix from soils fertility analysis recommendations. D. For lawns, provide fertilizer with percentage of nitrogen required to provide not less than 1 lb. of actual nitrogen per 1,000 sq. ft. of lawn area and not less than 4% phosphoric acid and 2% potassium. Provide nitrogen to a form that will be available to lawn during initial period of growth; at least 50% of nitrogen to be organic form. Verify final NPK mix from soils fertility analysis recommendations. 2.03 HERBICIDES A. Pre -emergent: Provide a mixture with active ingredients consisting of a "a-a-a-trifluoro-2, 6-dinito-n, n-dipropyl-p-toluidine" (1.75% of total mixture) and inactive ingredients (98.25% of total mixture). Manufacturer: "Green Gold" by Lebanon Chemical Corp. or equal. B. Other: All other herbicides shall be approved by the Architect prior to use. 2.04 ROCK MULCH TOP DRESSING: A. Rock mulch to be as indicated in notes and details over a commercial grade, 5 oz., woven landscape weed barrier fabric designed for use in landscape applications. Mulch to be washed clean and free of fines, dirt and other debris. Rock mulch installed with fines, dirt or debris will be removed and replaced by Contractor at no additional cost to Owner. B. Boulders (if applicable) to be locally available granite boulders. Sizes shown on plans are minimum dimensions. 2.05 WOOD MULCH TOP DRESSING A. Wood mulch top dressing shall be 3-inch depth, organic shredded cedar free of deleterious materials, nitrogen stabilized and suitable for top -dressing of trees, shrubs and groundcovers. Trees in lawn areas to have 4" depth by 5 ft. diameter wood mulch. Ensure that there is no lawn within the 5 ft. mulch diameter. Submit sample of wood landscape mulch topdressing and fabric to Landscape Architect for approval. Pebble type bark is not acceptable. Add mulch at end of maintenance period to re-establish 4-inch depth of mulch, where mulch has settled. 2.06 PLANT MATERIALS A. Provide trees, shrubs, and other plants of size, genus, species and variety shown and scheduled for landscape work and complying with recommendations and requirements of ANSI Z60.1 "American Standard for Nursery Stock". 2.07 GRASS MATERIALS A. Sod: Provide strongly rooted sod, not less than 2 years old and free of weeds and undesirable native grasses and machine cut to pad thickness of %" (+1/4"), excluding top growth and thatch. Provide only sod capable of vigorous growth and development when planted (viable, not dormant). B. Provide sod of uniform pad sizes and maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on upper 10% of pad will be rejected. C. Provide mineral based sod, which is hardy to the region and is composed principally of the following, (peat based sod is unacceptable): Kentucky Bluegrass (Poa pratensis) var. D. Hydro -mulch (if applicable): The hydro mulch shall be a mixture of wood cellulose fiber, water and a tackifier as per the manufacturer's recommendations to provide adherence to the soil. Products to be manufactured and as commercially available specifically for hydro -mulch application. E. Hydro -mulch Grass Seed (if applicable): Seed of grass species as follows, with not less than 95 percent germination, not less than 85 percent pure seed, and not more than 0.5 percent weed seed: 1. 60% of seed mix to be Bluegrass Species: three cultivars in equal amounts such as New Glade, Award, New Chip, Royce, Champlain or Blue Stone. 2. 30% of seed mix to be Perennial Rye Species: two species in equal amounts such as Grand Slam and Stellar. 3. 10% of seed mix to be Creeping Red Fescue: 2.08 MISCELLANEOUS LANDSCAPE MATERIALS A. Edging: Edging to be commercial grade pre -cast concrete 'Bullet' style edging is to be installed as recommended by manufacturer and as indicated in details. B. Weed Barrier Fabric: Provide black polypropylene sheet 27 mils thick, 5 oz./sq. yd., grab tensile strength per ASTM D-4632; 90LB 9machine direction) 50 lbs. (cross machine direction). Provide "DeWitt" or approved equal. 2.09 OTHER MATERIALS: A. Provide all other material as required to complete the landscape planting as shown on the drawings, details and as specified herein. B. All materials shall be new, first quality and approved by the Architect. PART 3 - EXECUTION 3.01 PREPARATION A. Preparation of Sub -Grade; 1. Thoroughly till compacted sub -grade to allow proper root development for the plant material. Till in two directions until subsoil is loosened sufficiently and large lumps are removed. Roll sub -grade sufficient to eliminate settling while maintaining a suitable sub -grade for plant material roots to penetrate. 2. Clean exposed subgrade of roots, plants, sod, trash, stones over 1-1/2" in diameter, clay lumps, discarded construction materials, and other extraneous materials harmful or toxic to plant growth. 3. Install topsoil to finish grades as indicated on grading plans and specifications. Eliminate uneven, low or high areas to achieve a smooth and uniform grade. Ensure positive drainage away from buildings and towards drainage structures. 4. Mix specified organic soil amendments and fertilizers with topsoil at rates specified. Delay mixing fertilizer if planting will not follow placing of planting soil within a few days. Spread organic soil amendment at a rate of 2 cubic yards per 1,000 sf to be planted. Spread fertilizer at the rate of 20 lbs. per 1,000 sq. ft. Thoroughly mix organic soil amendment and fertilizer into top 4" of soil. B. Preparation of Unchanged Grades: 1. Where lawns and plants are to be planted in areas that have not been altered or disturbed by excavating, grading, or stripping operations, prepare soil for as follows: Strip existing vegetative matter, till to a depth of not less than 6"; apply organic soil amendments at the rate of 2 cubic yards per 1,000 sf and initial fertilizers as specified; remove high areas and fill in depressions; till soil to a homogeneous mixture of fine texture, free of lumps, clods, stones, roots and other extraneous matter. 2. Apply specified commercial fertilizer and organic soil amendment at rates specified and thoroughly mix into upper 4" of topsoil. Delay application of fertilizer if planting will not follow within a few days. 3. Fine grade lawn areas to smooth, even surface with loose, uniformly fine texture. Roll, rake and drag lawn areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas, which can be planted immediately after grading. 4. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 5. Restore planting and lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting. C. Preparation of Lawn Areas: 1. Fine grade lawn areas as necessary to establish smooth and uniform grades. Ensure positive and even drainage to drainage structures, swales, detention areas and ponds as applicable. Remove any debris encountered as necessary. Prepare soil for as follows: Strip existing vegetative matter; remove high areas and fill in depressions; till soil to a homogeneous mixture of fine texture, free of lumps, clods, stones, roots and other extraneous matter. 2. Apply specified commercial fertilizers specified and thoroughly mix into topsoil. Delay application of fertilizer if planting will not follow within a few days. 3. Fine grade lawn areas to smooth, even surface with loose, uniformly fine texture. Roll, rake and drag lawn areas, remove ridges and fill depressions, as required to meet finish grades. Limit fine grading to areas, which can be planted immediately after grading. 4. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 5. Restore planting and lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting. D. Layout individual tree and shrub locations and areas for multiple plantings. Stake locations and outline areas and secure Landscape Architect's acceptance before start of planting work. Make minor adjustments as may be requested. Ensure drainage is away from buildings and structures at 2% minimum slope. E. Excavation for Trees and Shrubs: 1. Excavate pits with vertical sides and with bottom of excavation slightly raised at center to provide proper drainage. Loosen hard subsoil in bottom of excavation. Scarify sides of pit. Pit width to be a minimum of twice the diameter of the root ball or as indicated on details, whichever is greater. 2. Thoroughly moisten excavations for trees and shrubs with water and allow to percolate out before planting. 3.02 PLANTING A. Planting Trees, Shrubs and Perennials: 1. Layout: Coordinate layout of plants with the Landscape Architect for inspection and approval prior to planting. 2. Container Removal: Remove containers with proper tools being careful to keep rootball intact. 3. Set plant material in pit as shown on details. Set plumb and faced for best appearance. Set crown level or slightly above surrounding grade, or as indicated on details, after settlement. Trees and shrubs will be inspected for proper planting depth. Plants found to be planted at improper depths as determined by Landscape Architect will be raised (or lowered) by the Contractor to the proper depths. Remove advantageous roots that have grown above the trees flare roots. Expose the flare root as necessary. Plant trees with flare roots exposed at or slightly above the adjacent grade. 4. Backfilling: Surface amended soil will be suitable for placement as top 12 inches around sides of root -ball. Backfill below this depth should not contain organic soil amendment and can be comprised of un-amended, pulverized soil. 5. Neatly trim all broken and frayed roots. Flood plant pit when half back -filled and allow to drain. Complete back -filling. Tamp as necessary but do not over compact. 6. Watering: Thoroughly water plants immediately after planting and construct water basin per details. Water all plants for the first growing season as required to promote establishment. Note that there is no irrigation system. The Contractor will be required to make accommodations to hand water. 7. Pre -Emergent Herbicides: Apply granular herbicides at the rates and as recommended by the manufacturer. Do not apply pre -emergent herbicides where seeding will be done. If weeds appear in treated areas during the first year, landscaper shall return to remove all weeds at no cost to Owner. 8. Weed Barrier Fabric: Apply to planting beds below mulch. 9. Mulch Pits and Planted Areas: Provide not less than 3" thickness of mulch in tree pits and shrub planting beds and 2" depth in perennial beds. Keep mulch material away from base of trees, shrubs and perennials. 10. Prune: Thin out and shape trees and shrubs in accordance with standard horticulture practice. Prune trees to retain required height and spread. Unless otherwise directed by Landscape Architect, do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain natural character, do not shear plants. 11. Stake trees immediately after planting, as shown in details. Imbed stakes a minimum of 18" into undisturbed subsoil. Loop strap around trunk and tie to stake. Strap as shown on details. B. Sodding New Lawns 1. Lay sod within 24 hours from time of stripping. Do not plant dormant sod or if ground is frozen. 2. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to sub -grade or sod. Tamp or roll lightly to ensure contact with sub -grade. Work sifted soil into minor cracks between pieces of sod; remove excess to avoid smothering of adjacent grass. 3. Water sod thoroughly with a fine spray immediately after planting. 4. Water lawn until sod is firmly rooted and established. Note that there is no irrigation system and the contractor will be required to make accommodations to hand water all lawn areas. C. Hydro -Seeding New Lawns (if applicable): 1. If vegetation exists on the seed bed areas 10 days prior to seeding it should be sprayed with a Glyphosate herbicide (Roundup or Ranger) following label directions. Remove any vegetation that will inhibit direct contact of the seed to the soil. 2. Ensure areas to be seeded are smooth, even with loose uniformly fine texture. Roll, rake and drag seeding areas to remove ridges and fill depressions as required to meet finish grades. 3. Apply lawn grass seed at the rate of 5 pounds per 1,000 s.f. 4. Install seed by method of a mechanical drill or broadcast followed by incorporation by hand raking or with a tractor drawn spike -tooth harrow. Roll seeded areas with a drum roller to ensure good seed contact with the soil. 5. Hydro -mulch at a rate of 2,000 lbs. per acre. Cover 100% of the seeded areas and avoid over -spray onto pavement and structures. Wash over -spray off of buildings. 6. Re -seed grass areas larger than 1 sq. ft. showing root growth failure, deterioration, bare or thin spots, or otherwise not having a uniform stand of grass. 7. Restore pavement, grassed areas, planted areas, and structures damaged during execution of work for this section. 3.03 MAINTENANCE A. Begin maintenance immediately after planting. Maintenance period will begin upon final completion of all planting areas with a written notice from the landscape installer to the Landscape Architect indicating substantial completion. Maintenance period days will be counted from May 15 to October 15. B. Areas to be maintained are to include those areas installed as a part of this contract. C. Maintain and Warranty trees, shrubs, lawns and other plants until final acceptance or as noted on plans, but in no case less than the following period: 1-YEAR after substantial completion of planting for general maintenance and watering for length of time as required for establishment D. Maintain trees, shrubs and other plants by pruning, cultivating, weeding, watering and as required for healthy growth. Restore planting saucers. Tighten and repair stake supports and reset trees and shrubs to proper grades or vertical position as required. Apply pesticides only as required to keep trees and shrubs free of insects and disease. Adjust watering as weather dictates for optimum plant establishment. Do not over -water plantings. E. Maintain lawns by watering, fertilizing, weeding, watering (hand watering as required), weekly mowing, trimming, and other operations such as rolling, re -grading and replanting as required to establish a smooth acceptable lawn, free of eroded or bare areas. Adjust watering as weather dictates for optimum lawn establishment. The contractor must periodically water by hand or truck as necessary to facilitate establishment. F. Immediately replace all unhealthy or dead plant materials found during the 1-year warranty period. 3.04 CLEANUP AND PROTECTION A. During planting work, keep pavements clean and work area in an orderly condition. B. Protect planting work and materials from damage due to planting operations, operations by other contractors and trades and trespassers. Maintain protection during installation and maintenance periods. Treat, repair or replace damaged planting work as directed. 3.05 SATISFACTORY LAWNS A. Satisfactory Lawn: A healthy, well -rooted, even -colored, viable lawn has been established, free of weeds, open joints, bare areas, and surface irregularities. B. Repair areas that erode before lawn establishes. Replace lost topsoil, grade even, reseed and re-hydromulch as necessary. C. Reestablish lawns that do not comply with requirements and continue maintenance until lawns are satisfactory. 3.06 INSPECTION AND ACCEPTANCE A. When planting work is completed, including maintenance, Landscape Architect will, upon request, make an inspection to determine acceptability. B. Where inspected planting work does not comply with requirements, replace rejected work and continue specified maintenance until re -inspected by Landscape Architect and found acceptable. Remove rejected plants and materials promptly from project site. PLANTING SPECIFICATIONS Z O w z J C _J J ti O �- W � 'ZI t atmE (!� U .:� LL oa_ Z N Z a a m Q Z `2 m Z Vl C 2 n W J N � V Z 0. Wz W CD Z (n D w Z 0 Ww N ­ w J D 0S Z 0 W Z O IL U V) w 0 w F- Q 0 O U c� J � J wU �0 LU � J 0 m OOV) 0- -1 Z N W LLJ OA JUG F- =Z0:� v0< m < Q PROJECT NUMBER: 22015 SCALE: ED00o 0 T U co co co (07) 690, N X :3 0_LL-C U U) a� c a) Q a) r L co m > LO OC Z 0 CO :3 N = O U) tf a) °T° in in cam! 1 ch 1 v cn w w w cn w Z 02 12 0-5(j w� w w �F- LLJ c� Z ZO I L2 OF 3 NOTE: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. PLANT FIRST FLAIR ROOT 1" to 2" ABOVE SURROUNDING GRADE. 3. TREES LOCATED IN LAWN TO HAVE 4" DEPTH BY 5' DIAMETER WOOD MULCH. 4. KEEP MULCH 6" AWAY FROM TRUNK. 5. INSTALL WATERING BAGS AS INDICATED IN SPECIFICATIONS. REMOVE WATERING BAGS BEFORE WINTER REPLACE IN SPRING AND REMOVE AT END OF MAINTENANCE AND/OR WARRANTY. 6. REMOVE WIRE BASKET AND BURLAP; 6.1. REMOVE TOP OF ROOTBALL, ADVANTAGEOUS ROOTS AND FIBROUS ROOTS LOCATED ABOVE FLARE ROOTS TO DETERMINE PROPER PLANTING DEPTH. 6.2. REMOVE WIRE BASKET AND BURLAP FROM BOTTOM OF ROOT -BALL BEFORE PLACING ROOT -BALL IN HOLE. 6.3. ALL TWINE, ROPE, WIRE BASKET AND BURLAP TO BE REMOVED. 6.4. AFTER PLACING ROOT -BALL IN HOLE, ADJUST PLANTING DEPTH AS NECESSARY TO PLACE ROOT FLARE AT OR SLIGHTLY ABOVE ADJACENT GRADE. 6.5. REMOVE REMAINDER OF WIRE BASKET AND BURLAP PRIOR TO BACKFILLING. / PREVAILING WINDS / - --- -- TREE STAKES, ORIENT TREE STAKES PERPENDICULAR TO PREVAILING WINDS 12 GUAGE GALV. WIRE NYLON TREE STRAP 2" EARTHEN SAUCER -� SURROUNDING MULCH TO CREATE WATERING WELL TREE PLAN VIEW -TYPICAL DECIDUOUS TREE STAKING M TREE STAKES, EQUAL -DISTANT AROUND TREE AND OUTSIDE TREE BRANCHING 12 GUAGE GALV. WIRE \ %_ NYLON TREE STRAP ��2" EARTHEN SAUCER SURROUNDING MULCH TO CREATE WATERING WELL TREE PLAN VIEW -TYPICAL EVERGREEN TREE STAKING TREE, SET PLUMB j NYLON TREE STRAP BELOW MIDPOINT OF TREE 12 GUAGE GALV. WIRE 6' METAL'T' STAKE, LOCATE 2' MINIMUM FROM TRUNK / 4" DIA. x 36" CORRUGATED PVC PIPE TRUNK PROTECTION ON DECIDUOUS TREES REMOVE TOP OF ROOTBALL TO FIRST FLARE ROOT REMOVE ADVANTAGEOUS ROOTS GROWING PERPENDICULAR TO TREE TRUNK SET TREE WITH FIRST FLARE ROOT 1" TO 2" ABOVE ADJACENT GRADE. MULCH AS SPECIFIED 2" MAXIMUM DEPTH, EARTHEN SAUCER SURROUNDING MULCH TO CREATE WATERING WELL, TAPER TO TOP OF ROOTBALL ADJACENT FINISH GRADE PREPARED PLANTING PIT a� , SET ROOTBALL ON UNDISTURBED OR COMPACTED SUBGRADE - 11- TREE PLANTING DETAIL NOT TO SCALE NOTE: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 2. SPREAD MULCH SO THAT IT IS NOT IN CONTACT WITH WOODY BASE OF PLANT 3. KEEP PLANTS MOIST AND SHADED UNTIL PLANTED 4. FOR CONTAINER PLANTS: MAKE 4 TO 5 VERTICAL CUTS IN ROOTBALL AFTER PLANT HAS BEEN REMOVED. MAKE CUTS 1/2" DEEP. PLANT IMMEDIATELY. 5. WATER COMPLETELY AFTER PLANTING. x II IIIIII- SHRUB, SET PLUMB MULCH AS SPEC'D EARTHEN SAUCER SURROUNDING MULCH TO CREATE WATERING WELL FINISH GRADE �-r--r--- \/\\/\\ //\// i ROOTBALL DEPTH SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS INDICATED IN SPECIFICATIONS ROOTBALL �— PREPARED PLANTING PIT 24" SQUARE SHRUB PLANTING DETAIL NOT TO SCALE UNDISTURBED SUBGRADE NOTES: 1. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ---- ------------------ '. A/ \. \. \. \. �. ---------- EDGING DETAIL NOT TO SCALE MULCH AND WEEB BARRIER AS SPECIFIED TAPER MULCH TO 2" DEPTH AT OUTSIDE EDGE PVC EDGING, INSTALL PER Zx/�:MANUFACTURER'S RECOMENDATIONS LAWN GRADE SHRUB BED GRADE, SLOPE AT 2% MINIMUM TO LAWN AREAS, CROWN AS NECESSARY. PREPARED PLANTING BED FROST STAKE SUBGRADE PLANTING DETAILS zU d N J � C 0 W 12 Q L m V LL Zo¢ Q a z � Q Z N m z N Vi c 2 w � J N � z O IL O V) w n cn w Z ~ 0 0 cn w O 10!� z U cN L[7 Lu �z0 rLu J In O O F_ 0 Z N W W JUG OAF- _Z� v0� m � Q PROJECT NUMBER: 22015 0. N I (y) I v N LLJ LLJ LLJ LLJ z 060 LLJ J LU LU V "' z z0 E2 SCALE: L3 OF 3 I 3 4 5 S RHET ARCHITECTURE C u n N (a rn x BLOCK 52 MIXED USE MONTICELLO +f F 0 umm .1 LJ MN GENERAL CONTRACTOR: BUCHHOLZ CONSTRUCTION ATTN: JOSH TH PHONE:(320) 980-5600 EMAIL: buchpropmn@gmail.com ARCHITECT: RHET ARCHITECTURE ATTN: RHET FISKNESS, AIA ADDRESS: 27 11th ST. N. FARGO, MN 59102 PHONE: (701) 715-8232 EMAIL: rhet@rhet-arch.com WEB: WWW.RHET-ARCH.COM CIVIL ENGINEER: STRUCTURAL ENGINEER: SCHULTZ ENGINEERING & SITE DESIGN SANDMAN STRUCTURAL ENGINEERS ATTN: BRIAN SCHULTZ ATTN: NATHAN HOFFMAN ADDRESS: 18 S. RIVERSIDE AVE. SUITE 320 ADDRESS: 1587 30th AVE. S. SARTELL, MN 56377 MOORHEAD, MN 56560 PHONE: (320) 339-0669 PHONE: (701) 793-0804 EMAIL: schultzeng@live.com EMAIL: nathan.hoffmann@sandmanse.com WEB: WWW.SCHULTZENGDESIGN.COM WEB: https://www.sandmanse.com/ - { 7 i -I a k RENDERING FOR ARTISTIC PURPOSES. NOT FOR CONSTRUCTION. RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L n CD CONSTRUCTION DOCUMENTS 03/10/22 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET FISKNESS ARCHITECT. RHET RISKINESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: DN CHECKED BY: RF DRAWING TITLE: COVER SHEET AOOO FA 4 I 6 �A 3 2 5 NEW DIAGONAL PARKING BY OTHERS n Parking Schedule Type I Count Mark RHET ARCHITECTURE 0 C u n Q AIC\A/ f1i IOM f1i Ir o\/ nTUCoo RIVER STREET >M O .. jo NEW PARALLEL PARKING BY OTHERS j N N CD N BROADWAY STREET i� s� 30 �oCL SITE PLAN 1 /16" = 1'-0" O 85 9' x 20' 36 EXTERIOR 8'-8" x 20' (8'-8" Aisle) 2 EXTERIOR ADA 80 INTERIOR 8' x 18' (9' Aisle) 1 INTERIOR ADA 9' x 18' - 64° 25 OFF SITE - DIAGONAL 9' x 22' 1 OFF SITE - PARALLEL Grand total: 230 230 RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 n IeCON51 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L n CD CONSTRUCTION DOCUMENTS 00/00/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET FISKNESS ARCHITECT. RHET FISKNESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: DN CHECKED BY: RF DRAWING TITLE: SITE PLAN A003 2 1 3 1 4 1 5 1 6 F 1 2 I 3 4 I 5 6 RHET ARCHITECTURE 0 i C X D io N 0 O 1' - 6" 24' - 4" 2'-6" 64'-0" 2'-6" 0 co O O co 60 N O a0 23'-0" 14'-0" 23'-0" 14'-0" 23'-0" 14'-0" 23'-0" 214'-3" 25'-8" 18'-0" 10'-9" 5'- 1 A501 1 A503 1 A506 2 A501 2'-6" 64'-0" 2'-6" RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 O� B PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L Ik CD CONSTRUCTION DOCUMENTS 00/00/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET FISKNESS ARCHITECT. RHET FISKNESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: Author CHECKED BY: RF DRAWING TITLE: 2ND FLOOR, 3RD FLOOR A201 N 2 3RD FLOOR - OVERALL A201 1 /16" = 1'-0" N 1 2ND FLOOR - OVERALL A201 1 /16" = 1'-0" 2 3 1 4 5 1 6 F 1 2 1 3 1 4 1 5 1 6 RHET ARCHITECTURE 0 C u n Q 5 N = N j O j N N O N 5 � i m � o d _ - J J � U 2-� SOUTH ELEVATION 3/32" = 1 r-0rr EAST ELEVATION 3/32" = 1 r-0rr RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 B PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L n CD CONSTRUCTION DOCUMENTS 00/00/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET FISKNESS ARCHITECT. RHET FISKNESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: Author CHECKED BY: RF DRAWING TITLE: ELEVATIONS II 3 4 4" 0 A401 1 I 2 I 3 4 5 RHET ARCHITECTURE 0 C C u n WINDOW SCHEDULE Count Type Mark Description Height Width Comments 1 ST FLOOR 6 A SINGLE HUNG 5'- 6" 2'- 6" 1 H FIXED 6'- 6" 5' - 0" 2ND FLOOR 7 A SINGLE HUNG 5'- 6" 2'- 6" 39 B SINGLE HUNG (2) 5'- 6" 5' - 0" 3 C SINGLE HUNG (2) 6'- 0" 6'- 0" 9 D SINGLE HUNG (3) 5'- 6" T - 6" 4 E FIXED 3'- 6" T - 0" 4 F FIXED T - 6" 3'- 0" 11 H FIXED 6'- 6" 5'- 0" 3RD FLOOR 7 A SINGLE HUNG 5'- 6" 2'- 6" 39 B SINGLE HUNG (2) 5'- 6" 5' - 0" 3 C SINGLE HUNG (2) 6'- 0" 6'- 0" 9 D SINGLE HUNG (3) 5'- 6" T - 6" 4 E FIXED 3'-6" 3'-0" 4 F FIXED 7'-6" 3'-0" 11 H FIXED 6'-6" 5'-0" 4TH FLOOR 7 A SINGLE HUNG 5'- 6" 2'- 6" 35 B SINGLE HUNG (2) 5'- 6" 5'- 0" 3 C SINGLE HUNG (2) 6'- 0" 6'-0" 9 D SINGLE HUNG (3) 5'- 6" 7' - 6" 2 E FIXED 3'- 6" T - 0" 2 F FIXED T - 6" 3'- 0" 2 G FIXED 2'- 0" 5' - 0" 7 H FIXED 6'- 6" 5' - 0" 1 J FIXED T - 6" 5'- 6" 5TH FLOOR 4 A SINGLE HUNG 5'- 6" 2'- 6" 18 B SINGLE HUNG (2) 5'- 6" 5'- 0" 7 D SINGLE HUNG (3) 5'- 6" T - 6" 2 E FIXED 3'-6" 3'-0" 2 F FIXED T - 6" 3'- 0" 1 G FIXED 2'-0" 5'-0" 2 H FIXED 6'- 6" 5' - 0" 1 J FIXED T - 6" 5'- 6" LED LIGHTING AT PAR) 0 SINGLE HUNG WINDOW TYPES 1 /4" = 1'-0" 5'-0" 2'-6" 2,-6" NONE SINGLE HUNG (2) 6'-0" 3'-0" 3'-0" 7 1- SINGLE HUNG (2) 6'-0" 3'-0" 3'-0" 7 1- ■ 0 SINGLE HUNG (2) 7'-6" 3'-0" 3' 0" 5'-0" 2'-6" 2'-6" 2'-6" - ON 0.0 0 O (V O ih io ti W N 0 0 SINGLE HUNG (3) FIXED FIXED FIXED 5'-0" 0 FIXED NORTH ELEVATION 3/32" = 1'-0" / 1 \ WEST ELEVATION FIXED RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 n ' 0c�`O� Ie CON51 PROJECT NAME: MONTICELLO BLOCK 52 101 W. BROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM L n CD CONSTRUCTION DOCUMENTS 00/00/2022 MARK DESCRIPTION DATE REVISION SCHEDULE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET FISKNESS ARCHITECT. RHET FISKNESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: Author CHECKED BY: RF DRAWING TITLE: ELEVATIONS i M A402 3/32" = 1'-0" � = N � O NA402 N 5 � 1 1 2 3 1 4 1 5 1 6 1 E 3 4 4V [. RHET ARCHITECTURE n C u n COLORED EAST ELEVATION 3/32" = V-0" TYPICAL MATERIALS BRK-1 BRICK BASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 1/2" RUNNING BOND COLOR: SEA GREY 12 ■ BBRICK BASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 1/2" RUNNING BOND COLOR:OPUS ■MTL-H HORIZONTAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY ■MTL-V VERTICAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY ■MTL-H HORIZONTAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY EFIS BASIS FOR DESIGN: DRYVIT COLOR: BEIGE TYPICAL MATERIALS 1 /4" = 1'-0" RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W . B ROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM CD CONSTRUCTION DOCUMENTS O4/01/22 MARK DESCRIPTION DATE REVISION SCHEDULE DRAWING TITLE: color elevation n L n COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET RISKINESS ARCHITECT. RHET RISKINESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: Author CHECKED BY: Checker i► 3 9 4" COLORED SOUTH ELEVATION 3/32" = V-0" no R001 i• 3 4 4V [. RHET ARCHITECTURE n IV C 9 n TYPICAL MATERIALS BRK-1 BRICK BASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 1/2" RUNNING BOND COLOR: SEA GREY 12 ■ BBRICK BASIS FOR DESIGN: HEBRON MODULAR INSTALLATION: 1/2" RUNNING BOND COLOR:OPUS ■MTL-H HORIZONTAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY ■MTL-V VERTICAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY ■MTL-H HORIZONTAL METAL WALL PANEL BASIS FOR DESIGN: PAC -CLAD PRECISION HIGHLINE C1 COLOR: SLATE GREY EFIS BASIS FOR DESIGN: DRYVIT COLOR: BEIGE TYPICAL MATERIALS 1 /4" = 1'-0" RHET ARCHITECTURE 27 11th ST. N. FARGO, ND 58102 701.715.8232 WWW.RHET-ARCH.COM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. Signature: Date: 00/00/2022 REG. NO.: 50755 PROJECT NAME: MONTICELLO BLOCK 52 101 W . B ROADWAY ST. MONTICELLO, MN 55362 OWNER: BUCHHOLZ CONSTRUCTION PHONE: (701)-371-1646 EMAIL: BUCHPROPMN@GMAIL.COM CD CONSTRUCTION DOCUMENTS O4/01/22 MARK DESCRIPTION DATE REVISION SCHEDULE DRAWING TITLE: color elevation 2 In., L IE COPYRIGHT: All plans, specifications, computer files, field data, notes and other documents and E instruments prepared by RHET FISKNESS ARCHITECT, as instruments of service shall remain the property of RHET RISKINESS ARCHITECT. RHET RISKINESS ARCHITECT shall retain all common law, statutory and other reserved rights, including the copyright thereto. PROJECT NO: 19-100602 DRAWN BY: Author CHECKED BY: Checker i► 3 9 k" COLORED NORTH ELEVATION �Roo2� 3/32" = V-0" 0 R002 II;IIIH71111:i11 it C all L[ INSURANC: COFFEE ICE CREAM i■ EAST ELEVATION on PINE STREET 7 POSTAL. � LOGO YOGA I I BOUTIQUE MOBILE WOOOFIRE GRILL WOODFIRE GRILL INSURANCE - - .� LOGO - I ' INSURANCE r t Ir rrr � I• •! __I" RHET SOUTH ELEVATION on BROADWAY RHET II;IIIH71111:111 to or TOdf 1I 4 T tivY LO V LOW MRNM AmL r ti 11 Monticello 2040 — VISION + PLAN — PHASE ONE I JANUARY 2020 This first phase of the Comprehensive Plan process, the Visioning phase, included a community engagement process to identify common values, growth aspirations and a vision to inform the planning direction for the next 20 years. The vision, value statements and preferred development scenario will serve as the foundation for creating the new Comprehensive Plan during the second phase of the planning process. The Comprehensive Plan provides a set of goals, policies and strategies for achieving Monticello's vision for the future. In 2040 the City of Monticello is an inclusive community focused around sustainable growth while maintaining its small-town character. Monticello is a Mississippi River town known for its schools, parks, biking and walking trails and vibrant downtown. Monticello is an evolving, friendly and safe community that respects the quality of its environment, fosters a sense of belonging and connection, encourages a healthy and active lifestyle and supports innovation to promote a prosperous economy. A safe, clean, and beautiful community supported by caring and helpful residents. A network of parks, open space and trail connections that provide recreation opportunities. An inclusive community welcoming people of all ages, races, religions and ethnic backgrounds. A diversified and strong local economy competitive at regional, state and national levels. A vibrant downtown that embraces the River and provides a focal point for the community. A healthy community focused on physical and mental health and wellness of its residents. A range of attainable housing options in terms of type, cost, and location. A respected school and education system serving the community. A balanced land use and transportation framework that provides options and connectivity. A thriving arts and culture scene that reflects the creativity of the community and supports a sense of place. r-I u Monticello 2040 - VISION + PLAN - PHASE ONE I JANUARY 2020 Development Assumptions 0 Sustainability - Focus on sustainability, open space and wetland preservation throughout City. Q Infill Development - New service commercial and light industrial infill. Q Conservation Neighborhoods - Single-family housing developed as conservation subdivisions in a clustered fashion mitigating impacts to sensitive areas. Q Industrial Expansion - Full build out and expansion of Otter Creek Industrial Park and growth around future Interchange. Q Multi -Family Housing - New multi -family infill development near core of downtown and other focus areas. 0 New School - New elementary and middle school campus with environmental focus. Q Downtown - Downtown plan implementation thriving with new commercial, mixed -use and public realm improvements. Q Mississippi River - Focus on River with new access, connections and rive rfront trail. 0 New Employment Center - New industrial business park developed around new interchange with green technology, renewable energy, manufacturing and other uses. 0 Xcel Facility - The Xcel Monticello Nuclear Generating Plant is licensed through 2030 and will seek relicensing to 2040. Q Annexation Area - Portions of the Orderly Annexation Area are designated as an Urban Reserve for future development. Development would likely include conservation single-family cluster subdivisions. Note: The Preferred Scenario guidance and mapping provided in the Vision Report will be further refined during the Comprehensive Plan process. This map is not the City of Monticello's final Land Use Plan. This map provides initial guidance for the next phase of the project, the Comprehensive Plan, and will be further detailed and refined. INCREMENTAL, SUSTAINABLE Growth Scenario The preferred development scenario is the result of community feedback on the four previous scenarios and the community's vision. The community envisions Monticello in 2040 as an environmentally and economically sustainable community that has experienced strong, balanced growth. Key Preferred Scenario Aspects Downtown Focus 6 Industrial and Employment Q New School 0 Conservation Neighborhoods Otter Creek Industrial Park M —I pr- "FA- ft- Technology, Renewable Energy, OManufacturing & Distribution Warehousing ILI Potential School Site with U Retail and Commercial Trails and Open Space AN H , Multi -Family 10-18 Unit/Acre Commercial/Residential Mix (Neo Traditional) Development Residential (South) 8-10 Units/Acre �A Downtown Mixed Use 10-18 Unit/Acre '. LRegionalOriented� Commercial _ Service Commercial and Light Industrial Infill A DOWNTOWN MIXED -USE (DMU) The Downtown Mixed -Use designation applies to the area of Monticello commonly known as the Downtown and further identified in the 2017 Downtown Monticello "Small Area Plan". This designation includes a commitment to retain Broadway as Monticello's Main Street, supporting existing businesses, improving connections to and relationship with the River, and creating new downtown housing opportunities along Walnut and Cedar Avenues. The purpose is to create a Downtown that is lively throughout the day and into the evening at all times of the year. Typically uses include retail, restaurants, local serving offices and services, as well as residential uses above the ground floor. Some ground floor residential uses may be allowed along Walnut, Cedar, 3rd or 4th Streets among others, subject to the location and discretion of the City. Commercial • Retail • Offices • Personal Services • Professional Services • Restaurants/Cafes • Recreation and Entertainment Residential • Multi -Family Residential Recreational • Parks/Playgrounds Primary Mode Pedestrian -friendly streetscape AVehicular (slow speeds) Secondary Mode Bicycle facilities and parking 11 Transit or shuttle service • Density - 25+ units/acre (Medium to High Density Residential) ~ 2018 Correlating • Floor Area Ratio Zoning District (FAR) 0.50 to 4.0 CCD Community • Height - Commercial District Up to 6 stories • Lot Area - N/A I««�1 («(« LAND USE, GROWTH AND ORDERLY ANNEXATION LAND USE, GROWTH AND ORDERLY ANNEXATION GOALS Listed below are the land use goals which were informed by the Community Vision. For the complete set of policies and strategies for the goals refer to the Implementation Chapter. GOAL 1: GROWTH AND CHANGE A City that prioritizes growth inward by concentrating development activities within the existing cityboundaries and grows or develops into the OrderlyAnnexation Area only when development is proposed or planned contiguous to city boundaries, sensitive open space lands are protected and thoughtfully incorporated into the development pattern, and the land is serviced by appropriate utility and transportation systems. MENOL GOAL 2: COMPLETE NEIGHBORHOODS A City that prioritizes growth inward by concentrating development activities within the existing city boundaries and grows or develops into the Orderly Annexation Area only when development is proposed or planned contiguous to city boundaries, sensitive open space lands are protected and thoughtfully incorporated into the development pattern, and the land is serviced by appropriate utility and transportation systems. Successful, vibrant commercial centers and corridors that can adapt over time and provide a place for shopping, services, civic activities, entertainment, and arts and culture. GOAL 4: REVITALIZED MIXED -USE DOWNTOWN A revitalized mixed -use downtown that embraces the River and serves as the heart of the community and focus of civic activity that is lively throughout the day and night consisting of a variety of dining, shopping, recreation, celebrating, gathering and living opportunities. ii L 5: ACTIVE EMPLOYMENT CENTERS Monticello as a strong and growing regional employment center including a variety of economic sectors established as the preferred location for manufacturing, technology, research, and development, and home to a diverse mix of businesses and industries. n open space"frame around and woven through ont►c�mplemented by the Mississippi River, Bertram Chain of Lakes Regional Park, other local and regional parks, trails and recreation areas which together protect the City's natural resources, lakes, wetlands and woodlands, and provide opportunities for recreation, enhance visual beauty, and shape the City's character. MONTICELLO 2040 VISION + PLAN 95 Background and Purpose The purpose of this Plan is to attract and direct investments on the core blocks of Downtown Monticello, MN over the next 10 years. The Plan advocates for solidifying Downtown as the heart of the community with a series of coordinated public and private investments. Together, these investments will create a human -scaled environment that encourages gathering, socializing, visiting and enjoying on a daily basis - throughout the year. The improvements outlined in this Plan aim to build on the unique qualities of Monticello to make the Downtown yet more attractive to those who have chosen to live and do business in the community. Specifically, the Plan seeks to promote Broadway Street as a storefront district with restaurants and specialty retail, celebrate the River for its recreational, connective and economic qualities, reinvigorate a downtown housing market with multiple, appropriately scaled, infill projects, and improve the experience of Pine Street for all users. The plan is ambitious, but achievable. Over time and upon completion, the plan would usher in up to 500 new units of downtown housing, new restaurants overlooking the river, and unique retail and services on Broadway. Momentum can be established in the next few years. Primary projects to be completed within five years include: redevelopment of Block 52, Walnut Street connection to River Street and infill housing on Walnut Street. Implementation of this Plan will create two legacies. The first will be a revitalized Downtown with an economy and attractions that benefit all residents of Monticello. Equally important, however to the physical improvements described above will be the legacy of new partnerships and civic cooperation that are essential to and will result from coordinated actions. The ideas set forth in this Plan come from the vested interest of the Monticello community through a broad public outreach effort. The realization of these ideas rely on a coordinated, cooperative, and active public sector working in tandem with an entrepreneurial private sector The result will be a lively Downtown for all in Monticello, a place that embodies both its history and future aspirations. Goals � � eo 000 v c ����i=\ rn�l Improve Pine Street for All Users C DTI ` " Shift the Center of Town to Walnut and Broadway Encourage Small and Medium Scaled Investments "` _X NOTE:7his illustration depicts new deveopment on both private and public properties. The plan does not 1 du compel private property owners to change anything regarding how they use their land. Rather, the Plan is a /i� t. guide for change if the property owner chooses to do so. Please see page —for an illustration of the Master Plan as it applies to publicly held properties only. The f City will endeavor to work with' existing business who wish to remain, revitalize and expand in the downtown_ City of Monticello Downtown Small Area Plan I Executive Summary 0 Downtown is For Everyone Downtown Monticello is and shall remain the heart of the community. It is the birthplace of the City and the focus of civic activity. This Plan builds off those foundational qualities with a clear vision for the future of the core blocks of Downtown. The vision includes a commitment to retaining Broadway as Monticello's Main Street, supporting existing businesses, improving connections to and relationship with the River, and creating new downtown housing opportunities along Walnut and Cedar Avenues for existing and new Monticello residents. The Plan envisions a Downtown that is lively throughout the day and into the evening, 12 months of the year. A downtown that serves many purposes for many people - including dining, recreation, celebrating, gathering, shopping and living. Illustrative Master Plan The Plan above describes a potential long term build out of the core blocks of Downtown Monticello. Character Areas Similar to the Embracing Downtown Plan, the Plan divides the study area into four different character Areas. The purpose of this is to create sub -areas in downtown, each with its own identity and purpose and direction. The character areas are developed based on their context and their future role in the downtown. Typically each character area is a mix of uses, but also has a dominant use. Character Area: Riverfront A redesigned Park with an amphitheater and better relationship to Downtown will help connect the River to Downtown Character Area: Walnut Street and Cedar Street Walnut and Cedar Streets will fill in with new housing (2-4 stories) that adds to the market strength of downtown and provides additional housing choices for new and existing residents of Monticello. Their intersections with Broadway will be improved to make it easier to walk to the Riverfront am Ew Character Area: Broadway Monticello's Main Street will transition over time from a street with primarily services, to one with unique retail and restaurants. t Character Area: Pine Street (TH 25) The community will reclaim Pine Street by maintaining it's width and adding pedestrian amenities and local serving commercial uses. City of Monticello Downtown Small Area Plan I Executive Summary 0 Frameworks Land Use, Open Space and Transportation are the three frameworks that organize and define the physical environment. As with systems in the human body, each must function independently - and together with - the others. If one fails, they all fail. This is why it is important to understand frameworks as individual systems that must function as part of a single Downtown. The Plan is also divided into frameworks in order to allow different agencies, departments, and investors act in concert with each other. This will help ensure public and private investments are coordinated, less risky, and more publicly acceptable. Framework: Open Space and Parks (Primary recommednations) • Improve Riverfront Parks to accommodate more programming and events • Redesign Walnut Street and River Street to allow for park extention during events • Convert vacant lots on Broadway to small pocket parks • Utilize River islands for additional natural park space • Create pedestrian refuges or enhanced building entry ways on the corners of blocks along Pine Street • Enliven open spaces with public art wherever possible Framework: Access and Circulation • Emphasize connectivity throughout the Core, with pedestrian and bike friendly streets, a complete sidewalk system, and connectivity to the in -town neighborhoods. • Promote a "complete streets" policy that balances the needs of all users in the Downtown. • Manage and improve the grid system to support connectivity and access throughout Downtown • Work with MnDOT to improve Pine Street for users of Downtown Monticello, including additional signals, maintaining the River Street signal and supporting an additional river crossing • Improve pedestrian crossings of Broadway at Walnut and Cedar to improve access to the Riverfront • Reconnect Walnut Street with River Street Framework: Development and Land Use • Riverfront District with destination restaurant and entertainment uses, as well as housing • Broadway District with shopfront retail and restaurant uses beneath housing and offices • In -town neighborhoods extend to Walnut and Cedar Street with new infill housing 2-4 stories (apartments and townhouses) Additional recomendations are included in the Framewoirks Section pages 25-32 9 Open Space and Parks J 7� Access and Circulation Development and land Use :N Immediate Next Steps and Implementation 1. Improve the physical environment with streetscape, benches, programming, and art. 2. Bolster Broadway with a facade improvement program and retail recruitment. 3. Aggressively market development opportunities such as Block 52 and infill housing on Walnut and Cedar Street 4. Enact the appropriate policies, programs and incentives that enable the type of development described in the Plan. How is This Plan Related to the Embracing Downtown Plan and the Comprehensive Plan? In 2010, the City of Monticello completed the "Embracing Downtown Plan". The full area considered to be "Downtown Monticello"extends from Interstate I-94 to the Mississippi River, and generally from Cedar Street to Maple Street. The Embracing Downtown Plan was adopted as an appendix to the Comprehensive Plan. Changes in the retail marketplace overall, and more specifically market changes and reinvestments in downtown Monticello, have created a need to develop a new planning perspective for the core blocks of the downtown. This document therefore is an update to the 2008 Monticello Comprehensive Plan and to the Embracing Downtown Plan for the Downtown. This Plan will replace the Embracing Downtown plan as an appendix to the Comprehensive Plan. City of Monticello Downtown Small Area Plan I Executive Summary 0 Project Goals I Shift the Center and Double Down on Broadway. Over time the travel and use patterns of Downtown have changed - altering the overall experience of downtown. Up until 1960, despite Broadway's designation as a State Highway (152) most travel was local. However, as the region grew, Monticello became a crossroads - thereby burdening Broadway and Pine Street with high volumes of through traffic and widened streets. Today, the Broadway / Pine Street intersection is one of the most traveled intersections in the region. Whereas that quality makes for great visibility, it also makes for a poor pedestrian experience and poor access to adjacent properties. Broadway, west of Pine Street, is relatively lightly traveled and unlike Broadwway east of Pine Street, it has retained its pedestrian scale. Furthermore, the City has developed successful parks at the end of Cedar Street and Walnut Street. Therefore, an opportunity exists to fully extend Walnut and Cedar Street down to the park and grow the downtown mercantile district towards the riverfront along Broadway. Improve the Pine Street Experience for Everyone. Whether passing through Monticello along Pine Street (TH 25), trying to cross Pine Street by foot, or going to a business along Pine Street, the experience of using Pine Street is generally a negative one for all users. The environment of Pine Street projects a negative image and it is a divider between the east and west side of the town. Whereas Pine Street will always be a heavily traveled street, it does not need to be a negative experience. The community can take it back, claiming it for more appropriate development types, making it safer, more pleasant, and attractive for all users. Lots of Small Investments, a few medium ones and just one or two big ones. Monticello, despite it's growth, is proud to be a small town. Small towns develop charm and character through a series of small incremental investments that together add up to help a place become memorable and beloved. Simple investments such as new awnings, improved lighting and well maintained landscaping can make a big impression. Small buildings that fit on vacant parcels or otherwise underutilized land can happen quickly - adding vitality to a community. By promoting a high quantity of smaller investments (1/4 block and smaller) and medium scaled redevelopment projects (up to 1/2 block in scale), the Downtown will become more diverse, more lively, more responsive and adaptable to changes in the market place. A few medium scaled investments, warranted by a strong market or a strategic need, are important and valuable. But they should be carefully scaled and implemented so as to not disrupt the fragile fabric of the small town. r 11 Engage and love the riverfront. Go beyond the Swan. Great places have unique assets that differentiate them from others. Monticello has the Mississippi River. This defining feature can be further utilized to the benefit of Monticello residents and businesses. A riverfront that is well connected with blue and green trails, is publicly accessible and is activated throughout the day and the year can become a defining feature for the City and an important driver of economic activity. City of Monticello Small Area Plan I Goals and Objectives Character Areas: Purpose The Plan divides the study area into four different Character Areas. The purpose of this is to create sub- areas in downtown, each with its own identity and purpose and direction. The character areas are developed based on their context and their future role in the downtown. Typically each character area is a mix of uses, but also has a dominant use. eWalnut Street Q Broadway 0 Pine Street How does the Plan Balance Flexibility with Predictability The Plan describes a Vision for Downtown as a lively place with pedestrian scaled spaces and building. The Plan favors human scaled spaces over vehicular scaled spaces; multiple small investments over single large investments and coordinated actions over individual directions. The Plan is based on time -tested approaches to town building and urban design as well as the strong sentiments received in the public process. This vision is described in words and illustrations throughout the document. Generally, the Character Area Section uses illustrative drawings to describe the feel and image of a place while the Frameworks section generally uses conceptual diagrams that convey broad ideas and concepts. Together, the Plan gives directions for how to arrange buildings, infrastructure and open space so the resulting ensemble is consistent with the Vision. The use of both illustrative, precise, and diagrammatic illustrations is intentional in an effort to create predictability and offer flexibility. This is a long range plan that relies on a multitude of investors working in a coordinated manner. Therefore the correct balance of predictability and flexibility is important because a balance of predictability and flexibility attracts investment while the lack of predictability and flexibility repels investment. Adoption of this Plan by City Council is intended to be a strong statement of predictability because it sets in motion several public actions designed to implement the Vision of the Plan. So, while the Plan (in locations) is exact and precise, it recognizes that the end result may or may not look exactly like the illustrations because individual investors and developers will interpret the Plan slightly different, each adding their own expertise and nuance to the Plan. This is encouraged because it will add richness and nuance to the end result. City of Monticello Downtown Small Area Plan I Character Areas M Riverfront Perspective from Walnut street, looking across a redesigned West Bridge Park Riverfront Character Area: The and recomendations guidelines on this page pertain to the area colored on this diagram Despite being a town born on the River, the Downtown does not take great advantage of its unique location. Broadway is a block removed from the Riverfront and the main connection to the River, Walnut Street, ends in a staircase. The entry experience to Monticello from the north is mundane with vacant properties and a thick wall of trees that obscures potential views to public spaces and Downtown. The Riverfront Character Area will become a proud new public gathering space for Downtown Monticello that compliments Broadway and the full Monticello Park System. The Plan recommends redesigning the riverfront parks so they are more visible, accessible, active and flexible and promoting development that takes advantage of access to the river. A new park will be capable of handling larger crowds for events, and will be more accessible and usable on a daily basis with additional amenities and features designed for everyday use. The Plan promotes access to the riverfront by extending Walnut Street to connect to River Street. It will be designed as a multi- use street that can be closed for farmers markets, gatherings, and other events. The Plan recommends and leveraging public property of Block 52 to create a new signature development with market rate housing and a destination restaurant or entertainment use overlooking the park and the river. Public parking is maintained on Block 52 and added to River Street. existing _r Bridge Park River St Block 52 Broadway Site Sections Through Block 52 and West Bridge Park 0 Redesign Riverfront parks to © Encourage new housing include more active events and surrounding the riverfront programming in West Bridge Park parks on vacant and (amphitheater, water feature, underutilized parcels concessions) and passive uses in Maintain and improve the east bridge park. 0 intersection at River Street 0 Add parking and sidewalks to and Pine Street. River Street 0 Improve the underpass of OStreet Reconnect Walnut Street to River design Pine Street at the River. with a that allows Walnut Street be for © Consider a seasonal bridge to used to the island to provide events and park expansion. additional recreational OWork with the private sector to activity to east and west create a signature development Bridge park on Block 52, with market rate housing and a restaurant that overlooks the Park Precedent Images City of Monticello Downtown Small Area Plan I Character Areas Broadway Perspective on Broadway, looking west with a pocket park across the street Broadway Character Area: The and recomendations guidelines on this page pertain to the area colored on this diagram Broadway - west of Pine Street - has remained physically intact as Downtown's primary storefront district. Broadway is relatively well -maintained and home to several services and community anchors such as the Cornerstone Cafe. However, with growth of retail along the highway and elsewhere in town, Broadway is no longer a competitive location for general retail. The Plan recommends re -positioning the center of Downtown from the Pine/Broadway intersection to the Broadway/Walnut intersection. This will be partially accomplished with intersection improvements that make it easier to cross Broadway at Walnut Street. This should include curb extensions, fewer through lanes, clearer crosswalks, blinkers and eventually as warranted, a four-way stop sign. These improvements will increase the flow of pedestrian and bike traffic to the river and in between stores on both sides of Broadway. Small pocket parks can be developed on vacant lots mid -block on Broadway. These spaces can serve as convenient pedestrian connections between parking areas mid bloc and the sidewalks on Broadway. In addition, they can be small plazas with seating for resting, gathering, and even restaurants if the buildings next to them can be opened up to the pocket parks. Existing Proposed Pedestrian 75 Feet 63 Feet Crossing width Across Broadway East -bound Left Turn Lane Stacking Capacity 8 Cars 21 Cars 0 Existing Conditions Modify striping and median on Broadway 0 create a safer pedestrian environment. Small pocket parks on vacant properties that 0 offer respite from Broadway and pedestrian connections to parking in the middle of the block Curb extensions at Walnut and Broadway to 0 provide space for landscaping, seating, and gathering ONew development that replicates the storefront scale currently present on Broadway. New buildings should have flexible interiors so a main street scale can be accomplished in larger buildings. © Facade improvement programs that improve signage, awnings, and general appearance of existing storefronts on Broadway - - - - - - - - ---'---------- - —----------""�� '� ° — — — - - - - -------------- ~ II c ---- --------------u a New development along Broadway is encouraged if it replicates the scale of existing Proposed Lane _ buildings and shopfronts. Buildings up to four stories, with storefronts located on the Configurations on sidewalk and doors every 45' feet will fit in comfortably with existing buildings. Allowances Broadway w for 10 foot setbacks from the sidewalk to create additional pedestrian amenities (such as seating) are appropriate. The Plan does not recommend additional widening of Broadway. Instead, the Plan recommends working with partners to find other measures to mitigate congestion. ------------------------- r 000�o ----oo oo�o a—---------------H c y--------------- U a City of Monticello Downtown Small Area Plan I Character Areas Block 52 lllll� Active Frontage Flexible Frontage (either Active or Residential) Frontage And Ground Floor Uses Active frontages (high transparency) and uses (retail and restaurants) should be located on Broadway, Walnut, and the west half of River Street. The remainder of the block is flexible - it can have either residential or active frontages. Block 52 (Public ownership in blue) Block 52 is a key block in the Downtown. It is highly visible and it sits on the West Bridge Park. The site slopes approximately 15' from Broadway to River Street. Broadway and Walnut contain mercantile buildings of varying quality. River Street has vacant parcels and underutilized buildings. llllll� Building Setback l� Pocket Park & Open Space Setbacks, Pocket Parks & Open Space Buildings should define the perimeter of the Block. Minor setbacks (5'-10') for overhangs, seating, and display of goods is permitted on Broadway and Walnut. A more generous setback is permitted on Pine due to traffic volumes and access. Attached corner plazas are encouraged on the northwest corner of the block and permitted on the northeast and southeast corners. lllll� Surface Parking Access Way Parking & Servicing Access to mid block parking is encouraged on Pine Street and Walnut St. Parking should have minimal exposure to Broadway, River or Walnut St but should be large enough to replace the existing public parking lot on the block and should be expandable if the south side of the block redevelops. Careful consideration should be given to visibility and access to parking from Pine St since that will be the primary access as the site will be approached from the Bridge. Extra signage or a turning lane may be required. %\ Qr •• � st ,lam 1 � E► Bred -� C a� dy ■ Options The two illustrations above show potential options for development on Block 52 - both adhering to the guidelines. The top illustration shows new development on Broadway, articulated at a Main Street scale, with a corner plaza and a covered pass through as a form of pocket park. The bottom illustration shows a single corner development on Broadway, with a pocket park. Approaching Downtown from the Bridge Block 52 is the Gateway Block to Downtown from the Bridge. It is important to create an easy way for visitors to access mid -block parking as they approach downtown. The image to the left shows the approach - with enhanced landscaping, a turn lane, and clear signage to direct drivers to parking mid -block. City of Monticello Downtown Small Area Plan I Character Areas N Frameworks: Purpose Land Use, Open Space and Transportation are the three frameworks that organize and define the physical environment. As with systems in the human body, each must function independently - and together with - the others. If one fails, others are impacted. This is why it is important to understand frameworks as individual systems that must function as part of a single Downtown. The Plan is also divided into frameworks in order to allow different agencies, departments, and investors to act in concert with each other. This will help ensure public and private investments are coordinated, less risky, and more publicly acceptable. — Required Retail Frontage — Small Retail Opportunities Commercial Mixed -Use Multi -Family Housing Public Employment Pa rk/Open S pace/Cemetery �♦ 1 .♦ ♦• 1 Core Study Area Frameworks: Land Use and Development Development patterns that support social interaction, local character, and a compact connected and walkable environment. General Approach The Land Use Plan promotes a development pattern that recognizes the essential role that Downtowns plays in the communities they serve. Successful Downtowns tend to be places that serve many functions for the full cross section of the community throughout the year and across generations. They are places to gather, eat, live, shop, celebrate, protest, recreate, meet, be entertained, and to visit. They are places that promote social interactions and the unique creative expression of the community. At their best, Downtowns are places that exude pride because they represent the best the community has to offer. In order to promote these ideals, this Plan favors policies and development patterns that improve downtown for those who currently use it and patterns that support the places that people value. Therefore, development patterns and land uses in this Plan seek to support the Main Street character of Broadway, the importance of Walnut Street as a promenade to the River, regional and local needs of Pine Street, and the riverfront as the birthplace of the City. This Plan also recognizes the traditional (and still relevant) role of Downtown Monticello as well as the changing nature of small Downtowns throughout the country. In doing so, the Plan is committed to retaining the small scale shopfront District on Broadway by encouraging uses that value "experience" over "convenience". At the same time, the Plan encourages Pine Street (the regional face of downtown) to develop as a corridor that emphasizes convenience and accessibility. Together, both Broadway and Pine Street can complement each other to create a downtown that attracts a wide range of investments. Physically, the Plan favors compact walkable small town design with a fine grained mix of uses. The Plan arranges development types and land uses so valued places are supported, and new investments can add to the overall vitality of downtown. Recommendations • Create a Center to Downtown that is active throughout the day and into the evening - year round. The Walnut / Broadway Intersection should become the heart of this area. • Improve connections to the River by locating uses that benefit from open spaces and activities associated with the River. • Improve the entry experience from the north. • Maintain a shopfront District along Broadway, west of Pine Street comprised of traditional main street (mercantile) buildings that have retail/restaurant space on the ground floor and wither housing or offices above. • Create a development pattern on Pine Street that benefits from high visibility and regional access. • Infill Walnut Street and Cedar Street with mid scale housing (2-4 stories) that creates an effective transition between the in -town neighborhoods and the Downtown. City of Monticello Downtown Small Area Plan I Character Areas N Frameworks: Parks and Open Spaces Parks, Plazas, and Sidewalks that are lively, safe and pleasant to be in. ®® j eroda Wdy � Improved Pedestrian 0 and Bicycle Crossing ■ Community Parks Neighborhood Parks E� Pocket Parks WestBridge ,2—ark a East Bric Park ®®trPet erodawdy ®� Seasonal Bridge Public Gardens Convertible Streets Pedestrian Promenade to River Proposed Bituminous Trail Connections oonno Existing Bituminous Trial ® ® ® ® MRTTrail Sledding Hill General Approach Parks and Open Space play an important role in distinguishing the Downtown from other areas of Monticello. Unlike much of Monticello where parks are generally programmed for recreational / sports and defined by trees and greenery, the parks downtown should focus on gathering and general social interaction as well as planned events. Therefore, in order to support and enhance the environment for downtown residents and businesses, this Plan expands the definition of parks beyond the valued park spaces that are already in use - namely Front Street Park, East and West Bridge Park. The Downtown Parks should also take in consideration the needs of new downtown residents and visitors. Upon implementation of this plan, several hundred new residents will be living in the downtown. It is likely that new downtown housing will be more compact and with less outdoor space than typical single family homes. Inevitably this will result in park demands that don't currently exist. Meeting these needs is a great opportunity to further develop a well designed and well connected park and open space system. Fla Illustrative Master Plan: East and West Bridge Park Recommendations • Redesign East and West Bridge park to include an amphitheater, water feature, riverfront access, picnicking, and additional space for passive park use. • Improve Front Street Park to include improved boat landing and space for nature oriented programming. • Connect the two Bridge Parks with Front Street Park with improved pathways and trails. Design all three parks as a single park with multiple uses. • Provide access to the islands with a seasonal bridge • Create small pocket parks mid block on Broadway to offer plazas that connect to parking lots in the middle of the block. • Redesign Walnut Street between River Street and Broadway as a special street that can be closed and used for festivals and events throughout the year. • Consider all sidewalks for opportunities to enhance greenery and public art. Emphasize Walnut Street, River Street and Broadway as the main pedestrian corridors in Downtown. • Use public art throughout the parks and corridors to distinguish Downtown as a place of cultural expression and celebration. • Work closely with local businesses, residents (new and existing) to ensure local parks and open spaces are appropriately designed and programmed for their varied needs. • Modify the Embracing Downtown Plan that recommends off street bike paths on Pine Street. In lieu of this off-street path, create north / south bike access to the river along Walnut and Cedar through a complete streets policy. Encourage bicycle crossing of Pine Street at 4th, River and 7th Street. • Maintain sidewalks and paths along TH25 City of Monticello Downtown Small Area Plan I Character Areas Frameworks: Circulation and Access A complete network of flexible streets that favors the needs of residents, businesses, and visitors. 01, 0 Traffic Calming �M11 Improved Pedestrian Crossing AW (J4 Signalized Intersection F� Access Way © Surface Parking - - - Interstate 94 mmm= Pine Street (MN 25) ', mmm= Broadway Street (CSAH 75) Pedestrian Promenade to River Add Sidewalks to Complete Grid General Approach The design of the streets (and the full right of ways) in downtown have a significant bearing on how downtown functions and feels. The rights -of -way in the Downtown should be designed to create a comfortable and safe physical environment that encourages a range of activities and development types. The Plan recommendations, therefore, favor a high quality, well-connected, and flexible street system that facilitates all users of downtown - especially those who are using and not passing through Downtown. With two main roads bisecting downtown, traffic volumes are relatively high. This provides an opportunity to capture additional business downtown, but it also can have a deleterious impact on the pedestrian and business environment in some locations. Recognizing this situation, previous Plans have emphasized Walnut Street as a main pedestrian connection to the River (not Pine Street). This Plan supports that idea and offers several ways in which that can be further achieved. This Plan departs from previous Plans in that it also encourages pedestrian activity on streets other than Walnut - this includes, Broadway, Pine Street and Cedar. While the Plan recognizes the regional function of Broadway and Pine, the Plan strives to balance this function with the local needs of community connectivity, aesthetics, pedestrian safety, and multi -modal travel. Successful Downtowns are not just easy to get to, they are pleasant to be in and to stay for multiple reasons. Therefore, this Plan, discourages future road widenings that would have further negative impacts on pedestrians Downtown - especially along the primary pedestrian corridors and districts. In lieu of road widenings, the Plan champions an well connected and balanced urban street grid system that can be programmed to flex and contract as needed to meet all the needs of Downtown. Accomplishing this goal will require a series of smaller interventions (signal timing, street connections, traffic controls, traffic calming, time -of -day -parking restrictions, modified property access, etc.) in lieu of wholesale street widening that would likely have a negative physical impact on the built environment of Downtown. The Plan also supports a street network where the Level of Service for pedestrians, transit riders, and cyclists are considered on equal terms to those of motorists and delay measurements from modelling are considered as a portion of overall average trip, not in isolation. Recommendations • Connect Walnut Street to River Street • Maintain the River Street / Pine Street signal as the formal entrance to Downtown and an important pedestrian connection across Pine Street. • Add a traffic signal at 4th and Pine to help balance the grid and turning movements at the Pine / Broadway Intersection. • Modify Walnut / Broadway and Cedar / Walnut Broadway intersection to prioritize pedestrian crossings and access to the river. • Narrow the travel lanes on Walnut Street, add parallel parking, where possible and ensure continuous safe and pleasant sidewalks. • Add sidewalks at the perimeter of blocks where they are not currently present • Discourage direct property access to Pine Street; favoring the side streets wherever possible with through -block lanes or easements. • Allow direct property access to Block 52 from Pine Street in order to reduce volumes at the Pine / Broadway intersection. • Discourage deceleration lanes; encourage speeds that do not require them. • Consider traffic calming at River Street and Locust (or Linn) to prevent excessive speeds - similar to River Street and Cedar Street as an example City of Monticello Downtown Small Area Plan I Character Areas N Parking Recommendations Strategy Recommendation Create a parking program that focuses on creating available spaces for different user groups. Pilot a shared parking program in which private parking is shared with the "public." Priority #1 Maximize use of existing parking supply Enhance pedestrian access to existing parking lots by developing small pocket parks on Broadway Expand and clarify on -street parking supply on all blocks in downtown. Invest in and implements a comprehensive parking signage and Strategically invest in information wayfinding system. Continually monitor occupancy, availability and utilization of and technology parking throughout downtown Complete the sidewalk system in Downtown to make walking more Improve mobility options to reduce comfortable. Encourage bicycle access to Downtown with bike racks and clearly parking demand designated bike routes. Revise zoning code to better support walkable development in the Downtown core. Revise the zoning code to incentivize sharing of parking and Simplify and leverage the zoning code underground parking for residential buildings. Require Transportation Demand Management program for all development above a certain size. Adjust on street regulations and operations to maximize flexibility Enhance parking administration and at the curb Establish formal collaboration between the City, County, and other operations parking stakeholders. Provide Additional public parking as Strategically invest in public and shared parking supply in key needed locations. Key Principles for New Parking Supply • Ensure that parking is shared and open to the public to the greatest degree possible. • Manage new parking as part of the larger system so that prices and regulations primarily incentivize use by long-term parkers. If off street parking is more expensive than on street parking, people will continue to circle and create congestion. • Include technology and wayfinding that makes parking easy to locate and use. • Contribute to the downtown environment by supporting strong urban design, pedestrian access and safety, and promote street activity via ground floor uses. Specific Block By Block Recommendations Block 52: • provide 50 surface spaces for public use mid block when developing north half of block • locate residential parking underground • restripe Walnut Street with wider sidewalks for short term parking • provide short term on -street parking on River Street • expand public surface lot (50 spc) to south side of block when redeveloped. Block 51 • combine surface lots midblock • locate residential parking underground • provide short term on -street parking on River Street • provide short term on -street parking on Locust Street Block 35 • expand mid -block lot (15 spc)when redeveloping south west corner of block. • consider a midblock parking structure. This would require the re-routing of midblock utilities in order to preserve space for housing or other development to face the street. • locate residential parking underground Block 36 • maintain and expand mid block lot (15 spc) when redeveloping southwest corner of block • locate residential parking underground • provide short term on -street parking on 3rd Street Other • work with property owners on blocks 31, 32, 18,17 to create shared parking arrangements City of Monticello Downtown Small Area Plan I Character Areas N i �. 0. __% Y Walnut Street Corridor Concept Plan Monticello, MN FINAL -Adopted November 12, 2018 Principles and Values Connectivity Walnut Street will connect three of the city's most valuable and beloved assets - the Community Center, Broadway Street and the River. It will be a comfortable and simple connection for all residents and visitors of the City to use throughout the year. 1 F A Sociability Walnut Street will become a place where gathering, celebration, and simple interaction with friends and strangers can occur in a safe and inviting manner. The street will be designed to showcase creativity, art and the unique identity of the City. Sustainability Walnut Street will highlight the City's commitment to sustainability. It will responsibly manage greenspace and stormwater and will encourage a healthy lifestyle by promoting walking and cycling between the Community Center and the River. Incremental Walnut Street corridor improvements will be implemented over time. While capital improvements will be budgeted for and implemented, many of the improvements will be implemented along with redevelopments and separate initiatives as they arise. CUNINGHAM C. R 0 U P City Wide Significance L ommunity Center to River Mississippi River Trail to 5th Street Bike Trail A space for everyone Walnut Street connects two of the Cities most important amenities and destinations : the Community Center/ Senior Center/City Hall to the Riverfront. In addition, Walnut Street is bisected by two important recreational trails: the Mississippi River Train and the 5th Street bike Trail. This Plan offers a concept plan for how Walnut Street can be redesigned to function as both a connection between the Community Center and the Riverfront and as an important public space in and of itself. A new Walnut street can become a positive address for development, a place for creative expression, gathering, and a safe and pleasant way for everyone in the community to get to the Community Center and the Riverfront. C The Family Path is a key feature to the overall design. The Family is an off-street, two-way multi -use trail that connects the Community Center to the River. The Family Path is intended for strolling, jogging, and slow biking. It is designed to be safe and comfortable for users of all abilities; however experienced cyclists are encouraged to use the street. The Family Path will be lined with amenities such as benches, art and shade trees. At intersections, the Family Path crosses the street with special markings, ensuring cross traffic knows the intersection will be occupied by children, elderly, cyclists, scooters, and others. CUNINGHAM C. R 0 U P Walnut Street Corridor - Issues Sidewalks jog and are not connected to side streets. On -street parking is available, but it is unclear due to intermittent diagonal parking. Library ---------------------------------------------------------------------- Street is wider than necessary, creating less than ideal conditions for walking and cycling. The riverfront parks are disconnected from Downtown and the rest of the city because Walnut Street ends in a parking lot. N N o Community .:� Center `' Cargill' _- .' -il J _ ,, .. ¢' m��` i F t . -� inn rt, IL a= iN. 40 Crossing Broadway is uncomfortable. The two sides of Monticello's Main Street are disconnected. The tight dimensions and lack of bumper stops allow cars to overhand the sidewalk - thereby narrowing the walking area to less than 3'. K-0 West Brida. Park Existing Bridge Park is not connected to Downtown or Walnut Street due to sidewalks that end and no ramp to Walnut Street. © CUNINGFIAM G R 0 U P Character Area - Shared + Convertible Street �a-A ��e air pia �joaa �`,e� Community Center Bridge Park I� Dental Broadway ] n parallel parking Bessies tlq/h4tstreet 49' 26, Ln a it Between Broadway and River Street, Walnut Street is designed as a "Shared y Street." The space between the buildings is curbless, and can therefore be used more flexibly. It will have diagonal and parallel — _ _ _ _ _ _ parking, as well as a drop off zone for the dance studio. On occasion, the street can be closed and used for gathering, festivals, and other events occasionally throughout the year. Other amenities, such as benches, shade trees, lighting and banners signify that this section of Walnut Street is special and it's use is shared by many. West Bridge Park 12 CUNINGHAM G R O U P Walnut Street Ramp: Interim Solution �A ��e air pia �joaa �`Je� Community Center Bridge Park Dental Office �F HHHHHM Dance Studio ` ---�.. :-3 stripping in the parking lot new ramp 4- v v L Ln— — L Q1 Walnut Street Walnut Street ------ - -• Bessies 7 . -t_s W � West Bridge - - Park new ramp r � 1 l clear crosswalks exttend d sidewalk End of Walnut Street Sidewalk at West River Park DRAFT 02/10/10 M CUNINGHAM C. R 0 U P Section 3.5 (G) CCD Central Community District The purpose of the "CCD", Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area, and particularly to implement the goals, objectives, and specific directives of the Comprehensive Plan, and in particular, the 2017 Downtown Monticello "Small Area Plan" Comprehensive Plan Amendment and its design and performance standards. All proposed development or redevelopment in the CCD shall be subject to the requirements of the Comprehensive Plan and other standards identified in the Small Area Plan report. It is not the intent of this chapter to abrogate any general Zoning Ordinance requirements in the CCD, and all such requirements of the Monticello Zoning Ordinance apply fully within the CCD unless addressed separately by a more detailed CCD zoning regulation. Projects that benefit from public investments and/or subsidies will have a greater burden to provide higher levels of both private and public amenities. Sub -Districts. The CCD is hereby divided into five subdistricts, four of which comprise the study area of the Small Area Plan and are known as: (1) Riverfront, (2) Broadway, (3) Walnut and Cedar Streets, and (4) Pine Street. A fifth "sub -district" shall be any area within the CCD that is not identified as being within one of the four named sub -districts. The CCD regulations shall apply uniformly across all sub - districts unless specific sub -district Typical CCD Lot Configuration CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Communitv District City of Monticello Zoning Ordinance Page I IS CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community 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. Base Lot Area • No minimum Base Lot Width • No minimum 1. PROCESS REQUIREMENTS: a. New development or redevelopment projects within the Central Community District shall require a site plan review by the Planning Commission. b. At the proposer's option, or as required by this ordinance, any proposed project may combine the required site plan review as a part of a concept plan review before a joint meeting of the Planning Commission and City Council. Existing buildings shall be subject to the permitted and conditional use allowances of this ordinance. d. Projects which do not meet the requirements of this ordinance may utilize the Planned Unit Development (PUD) process. 2. GENERAL REQUIREMENTS: a. Character Areas. The Central Community District shall be further regulated by four character sub -areas: Pine Street, Broadway, Walnut/Cedar and Riverfront and shown in the Official Zoning Map. b. Projects across Character Area boundaries. By conditional use permit, uses and standards may extend across Character area boundaries (but not into other zoning districts) a maximum distance of up to one-half block for project purposes, provided the majority of the project square footage lies within the permitted character -area, and the intent and character of the downtown plan is maintained. Where projects extend across character area boundaries, projects must show compatibility to both character area standards relating to adjoining districts and uses. c. Private joint -parking use. All 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. d. Accessory Service/Appurtenance Uses. Building mechanical, waste -handling, and delivery service areas shall not face the public street or public spaces (with the exception of public parking lots), and shall be screened from view of adjoining property with materials equivalent to those of the principal building. Page 116 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District e. Buildings adjacent to single family. Building side walls adjacent to single family residentially zoned properties, or directly across a public street from such properties, shall have side wall heights of no greater than the horizontal distance to the nearest single-family structure. Buildings abutting single family residentially zoned properties shall have roofs sloping toward the abutting single family use, or shall employ at least one of the transitional features in Section 4.7 of this ordinance. f. Building materials. Building materials for all uses shall be predominantly glass, brick, natural or cultured stone, or equivalent masonry material. 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: o Residential structures, no more than 30 percent of building exterior. o Commercial and other structures, no more than 15 percent of building exterior may be comprised of architectural metal, which shall be integrated into the building design. o Mixed use buildings shall comply with the commercial building requirements. 3. PERFORMANCE STANDARDS a. Character Area Standards i. Broadway • All buildings should have a storefront or entrance on Broadway. Buildings shall be oriented toward the front of the lot, with a maximum 10' setback. Setbacks may be increased to accommodate outdoor seating or activity spaces approved by Planning Commission during site plan review. Such spaces shall be improved with enhanced paving and landscaping materials and other elements. Storefronts facing any public street shall consist of a minimum of 50% window/door transparency on ground floor. Buildings shall be between 2-4 stories, additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Buildings shall have a maximum width of 60 feet, or shall be articulated by setback, materials or window treatments roofline variation, or other design methods to reflect the appearance of separate buildings, in approximately 30- 60' increments. City of Monticello Zoning Ordinance Page 117 CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District Ground floor commercial buildings which front on public streets or open space shall not be entirely comprised of office uses, but shall include other retail, hospitality or entertainment uses. • Sidewalks and/or pathway connections shall be provided for all development projects. ii. Walnut/Cedar • Features such as upper balconies, dormers, courtyards, porches and dooryards shall be incorporated for residential uses. Buildings shall be between 2- 4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Buildings shall be oriented toward Walnut and Cedar Street and toward front corners where applicable. iii. Pine Street • Buildings shall be between 2-4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. • Buildings shall be oriented to Pine Street with secondary entrances located on side or interior facades. Corner properties shall have dual orientation. b. Use Type Standards i. Residential • Single/Two Family: Where permitted, the requirements of the R-2 District will apply. • Townhouse o Permitted where the subject property has no direct frontage on Broadway or Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 25 feet or 2 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. Page 118 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District o Classic row -house; living space to front; no garage -front design. o All parking in attached garages. o Parking ratio of 2.0 spaces per du, off-street. • Multi 4-12 du o Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 35 feet or 3 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. o Garage entrances may not face a public street. o Garages which face a single family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. o All parking in attached garages within building footprint (no surface parking). o Parking ratio of 1.57 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. • Multi 13+ du o Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 50 feet or 4 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. o Garage entrances may not face a public street. o Garages which face a single family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. o All parking in attached garages within building footprint (no surface parking). City of Monticello Zoning Ordinance Page 119 CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District o Parking ratio of 1.57 spaces per dwelling unit 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. o Multiple family housing limited to seniors may reduce parking supply to .5 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. • Ground Floor Residential Units o When allowed, subject to: o Common areas, lobbies, etc. (if any) should be oriented toward street. o Street levels should include additional window and doorway glass exposure toward streets. o Residential units on upper, non -ground floors of buildings in the Riverfront Character Area are permitted as a part of mixed -use buildings. ii. Commercial and Mixed -Use, generally • Uses adjacent to single-family residential zoned properties which include dining/drinking service spaces shall have 1 outdoor areas facing public open space use areas. • Building heights of up to 50 feet or four stories shall be permitted. • Buildings heights exceeding 50 feet or four stories may be allowed by Conditional Use Permit. • Residential units in mixed -use commercial buildings shall include balcony spaces. • Building setbacks shall be 15 feet from abutting single family homes, minimum 8 feet from public streets. Interior side setbacks may be zero. c. Landscaping Site improvements in the CCD shall include landscaping consistent with the requirements of the zoning ordinance, Section 4.1 — Landscaping and Screening. Pedestrian, plaza/patio, and bicycle spaces on the property shall integrate alternative pavement materials, designs, or features consistent with the surrounding streetscape. d. Parking Page 120 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District Off-street parking areas shall be developed and constructed according to the requirements of the zoning ordinance, Section 4.8. Parking supply shall be as identified in this chapter, or where not specified herein, as in the ordinance Section 4.8 — Off -Street Parking. A commercial use which propose to vary from the requirements of this section by deferring its required off-street supply and contributing to the public parking fund shall be accompanied by a Parking Study, subject to review and approval by Community Development staff, which illustrates an adequate amount of available unused public parking within 400 feet of the establishment's primary entrance. "Adequate amount" shall be established by the City on a case -by -case basis in review of the applicant's individualized parking study, but shall include the following elements, as a minimum: (1) an examination of the public parking supply commonly available for use by the proposed business during its peak usage hours; (2) the likely demand placed on said supply by the proposed business based on contemporary resources for parking utilization; and (3) an estimate of competing demand on said supply. An existing business, as of the date of this ordinance, which has a parking supply which is substandard according to zoning ordinance Section 4.8- Off - Street Parking, shall be considered a legal non -conformity. The business may expand or change to another business that increases the parking supply deficiency only by participating in the parking fund, according to the requirements of this Section and Section 4.8 (E)(4)(c) for such deficiency. e. Other Performance Standards • All other performance standards as identified in Chapter 4 of the zoning ordinance shall apply, unless otherwise addressed in this section. • Maximum Residential Density = 25.0 dwelling units per gross acre. • Building Height • Minimum Height = 18 feet • Maximum Height = 60 feet o Buildings may exceed 50 feet in height by conditional use permit, with enhanced site improvements, architecture, and building materials. • Lot Coverage, Buildings o Minimum Building Lot Coverage = 20 percent o Maximum Building Lot Coverage = 90 percent • Floor Area Ratio = Maximum Floor Area Ratio — None • Accessory Structures o 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 City of Monticello Zoning Ordinance Page 121 CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District 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 (8) feet in height. o 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. Page 122 City of Monticello Zoning Ordinance UU �� � S �r+�• �� L A a .4- p o' 4 '� . •'f � � ..v Avg �,, �{ � � •,�, .ram 4e r ,•• �. •• r i_ s •I� � ��r L.L. Y � o ±_v100 L J6",,,q CHAPTER 3: ZONING DISTRICTS Section 3.S Business Base Zoning Districts Subsection (G) Central Community District '2a � n v a m L7 a 7 V! U U _ City of Monticello Zoning Ordinance Page 123 Section 3.5 (G) CCD Central Community District The purpose of the "CCD", Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area, and particularly to implement the goals, objectives, and specific directives of the Comprehensive Plan, and in particular, the 2017 Downtown Monticello "Small Area Plan" Comprehensive Plan Amendment and its design and performance standards. All proposed development or redevelopment in the CCD shall be subject to the requirements of the Comprehensive Plan and other standards identified in the Small Area Plan report. It is not the intent of this chapter to abrogate any general Zoning Ordinance requirements in the CCD, and all such requirements of the Monticello Zoning Ordinance apply fully within the CCD unless addressed separately by a more detailed CCD zoning regulation. Projects that benefit from public investments and/or subsidies will have a greater burden to provide higher levels of both private and public amenities. Sub -Districts. The CCD is hereby divided into five subdistricts, four of which comprise the study area of the Small Area Plan and are known as: (1) Riverfront, (2) Broadway, (3) Walnut and Cedar Streets, and (4) Pine Street. A fifth "sub -district" shall be any area within the CCD that is not identified as being within one of the four named sub -districts. The CCD regulations shall apply uniformly across all sub - districts unless specific sub -district Typical CCD Lot Configuration CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Communitv District City of Monticello Zoning Ordinance Page I IS CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community 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. Base Lot Area • No minimum Base Lot Width • No minimum 1. PROCESS REQUIREMENTS: a. New development or redevelopment projects within the Central Community District shall require a site plan review by the Planning Commission. b. At the proposer's option, or as required by this ordinance, any proposed project may combine the required site plan review as a part of a concept plan review before a joint meeting of the Planning Commission and City Council. Existing buildings shall be subject to the permitted and conditional use allowances of this ordinance. d. Projects which do not meet the requirements of this ordinance may utilize the Planned Unit Development (PUD) process. 2. GENERAL REQUIREMENTS: a. Character Areas. The Central Community District shall be further regulated by four character sub -areas: Pine Street, Broadway, Walnut/Cedar and Riverfront and shown in the Official Zoning Map. b. Projects across Character Area boundaries. By conditional use permit, uses and standards may extend across Character area boundaries (but not into other zoning districts) a maximum distance of up to one-half block for project purposes, provided the majority of the project square footage lies within the permitted character -area, and the intent and character of the downtown plan is maintained. Where projects extend across character area boundaries, projects must show compatibility to both character area standards relating to adjoining districts and uses. c. Private joint -parking use. All 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. d. Accessory Service/Appurtenance Uses. Building mechanical, waste -handling, and delivery service areas shall not face the public street or public spaces (with the exception of public parking lots), and shall be screened from view of adjoining property with materials equivalent to those of the principal building. Page 116 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District e. Buildings adjacent to single family. Building side walls adjacent to single family residentially zoned properties, or directly across a public street from such properties, shall have side wall heights of no greater than the horizontal distance to the nearest single-family structure. Buildings abutting single family residentially zoned properties shall have roofs sloping toward the abutting single family use, or shall employ at least one of the transitional features in Section 4.7 of this ordinance. f. Building materials. Building materials for all uses shall be predominantly glass, brick, natural or cultured stone, or equivalent masonry material. 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: o Residential structures, no more than 30 percent of building exterior. o Commercial and other structures, no more than 15 percent of building exterior may be comprised of architectural metal, which shall be integrated into the building design. o Mixed use buildings shall comply with the commercial building requirements. 3. PERFORMANCE STANDARDS a. Character Area Standards i. Broadway • All buildings should have a storefront or entrance on Broadway. Buildings shall be oriented toward the front of the lot, with a maximum 10' setback. Setbacks may be increased to accommodate outdoor seating or activity spaces approved by Planning Commission during site plan review. Such spaces shall be improved with enhanced paving and landscaping materials and other elements. Storefronts facing any public street shall consist of a minimum of 50% window/door transparency on ground floor. Buildings shall be between 2-4 stories, additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Buildings shall have a maximum width of 60 feet, or shall be articulated by setback, materials or window treatments roofline variation, or other design methods to reflect the appearance of separate buildings, in approximately 30- 60' increments. City of Monticello Zoning Ordinance Page 117 CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District Ground floor commercial buildings which front on public streets or open space shall not be entirely comprised of office uses, but shall include other retail, hospitality or entertainment uses. • Sidewalks and/or pathway connections shall be provided for all development projects. ii. Walnut/Cedar • Features such as upper balconies, dormers, courtyards, porches and dooryards shall be incorporated for residential uses. Buildings shall be between 2- 4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. Buildings shall be oriented toward Walnut and Cedar Street and toward front corners where applicable. iii. Pine Street • Buildings shall be between 2-4 stories; additional stories may be authorized by conditional use permit. Single -story buildings may be approved through site plan review by the Planning Commission and the City Council where multiple stories are impractical for the specific use. In such cases, the building architecture should incorporate a fagade that mimics multiple stories through additional window openings or similar features. • Buildings shall be oriented to Pine Street with secondary entrances located on side or interior facades. Corner properties shall have dual orientation. b. Use Type Standards i. Residential • Single/Two Family: Where permitted, the requirements of the R-2 District will apply. • Townhouse o Permitted where the subject property has no direct frontage on Broadway or Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 25 feet or 2 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. Page 118 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District o Classic row -house; living space to front; no garage -front design. o All parking in attached garages. o Parking ratio of 2.0 spaces per du, off-street. • Multi 4-12 du o Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 35 feet or 3 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. o Garage entrances may not face a public street. o Garages which face a single family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. o All parking in attached garages within building footprint (no surface parking). o Parking ratio of 1.57 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. • Multi 13+ du o Only allowed where the subject property has no frontage on Broadway, Walnut/Cedar. o Must preserve open space to coordinate with public spaces. o Building heights up to 50 feet or 4 stories above grade. o Setbacks — 15 feet from abutting single family, minimum of 8 feet from public street. Interior side setbacks may be zero. o Variable roofline and front building walls. o Garage entrances may not face a public street. o Garages which face a single family residential zoning district must screen the garage entrance from the eye -level view of the abutting property. o All parking in attached garages within building footprint (no surface parking). City of Monticello Zoning Ordinance Page 119 CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District o Parking ratio of 1.57 spaces per dwelling unit 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. o Multiple family housing limited to seniors may reduce parking supply to .5 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. • Ground Floor Residential Units o When allowed, subject to: o Common areas, lobbies, etc. (if any) should be oriented toward street. o Street levels should include additional window and doorway glass exposure toward streets. o Residential units on upper, non -ground floors of buildings in the Riverfront Character Area are permitted as a part of mixed -use buildings. ii. Commercial and Mixed -Use, generally • Uses adjacent to single-family residential zoned properties which include dining/drinking service spaces shall have 1 outdoor areas facing public open space use areas. • Building heights of up to 50 feet or four stories shall be permitted. • Buildings heights exceeding 50 feet or four stories may be allowed by Conditional Use Permit. • Residential units in mixed -use commercial buildings shall include balcony spaces. • Building setbacks shall be 15 feet from abutting single family homes, minimum 8 feet from public streets. Interior side setbacks may be zero. c. Landscaping Site improvements in the CCD shall include landscaping consistent with the requirements of the zoning ordinance, Section 4.1 — Landscaping and Screening. Pedestrian, plaza/patio, and bicycle spaces on the property shall integrate alternative pavement materials, designs, or features consistent with the surrounding streetscape. d. Parking Page 120 City of Monticello Zoning Ordinance CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District Off-street parking areas shall be developed and constructed according to the requirements of the zoning ordinance, Section 4.8. Parking supply shall be as identified in this chapter, or where not specified herein, as in the ordinance Section 4.8 — Off -Street Parking. A commercial use which propose to vary from the requirements of this section by deferring its required off-street supply and contributing to the public parking fund shall be accompanied by a Parking Study, subject to review and approval by Community Development staff, which illustrates an adequate amount of available unused public parking within 400 feet of the establishment's primary entrance. "Adequate amount" shall be established by the City on a case -by -case basis in review of the applicant's individualized parking study, but shall include the following elements, as a minimum: (1) an examination of the public parking supply commonly available for use by the proposed business during its peak usage hours; (2) the likely demand placed on said supply by the proposed business based on contemporary resources for parking utilization; and (3) an estimate of competing demand on said supply. An existing business, as of the date of this ordinance, which has a parking supply which is substandard according to zoning ordinance Section 4.8- Off - Street Parking, shall be considered a legal non -conformity. The business may expand or change to another business that increases the parking supply deficiency only by participating in the parking fund, according to the requirements of this Section and Section 4.8 (E)(4)(c) for such deficiency. e. Other Performance Standards • All other performance standards as identified in Chapter 4 of the zoning ordinance shall apply, unless otherwise addressed in this section. • Maximum Residential Density = 25.0 dwelling units per gross acre. • Building Height • Minimum Height = 18 feet • Maximum Height = 60 feet o Buildings may exceed 50 feet in height by conditional use permit, with enhanced site improvements, architecture, and building materials. • Lot Coverage, Buildings o Minimum Building Lot Coverage = 20 percent o Maximum Building Lot Coverage = 90 percent • Floor Area Ratio = Maximum Floor Area Ratio — None • Accessory Structures o 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 City of Monticello Zoning Ordinance Page 121 CHAPTER 3: ZONING DISTRICTS Section 33 Business Base Zoning Districts Subsection (G) Central Community District 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 (8) feet in height. o 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. Page 122 City of Monticello Zoning Ordinance UU �� � S �r+�• �� L A a .4- p o' 4 '� . •'f � � ..v Avg �,, �{ � � •,�, .ram 4e r ,•• �. •• r i_ s •I� � ��r L.L. Y � o ±_v100 L J6",,,q CHAPTER 3: ZONING DISTRICTS Section 3.S Business Base Zoning Districts Subsection (G) Central Community District '2a � n v a m L7 a 7 V! U U _ City of Monticello Zoning Ordinance Page 123 JN'r Y OA � z = M 7855 Wright County Highway Department 3600 Braddock Ave NE Buffalo, MN 55313 Phone:(763)682-7383 Email: HwyAdmin@co.wright.mn.us VIRGIL HAWKINS, P.E. Highway Engineer CHAD HAUSMANN, P.E. Assistant Highway Engr. PATSY WAYTASHEK Highway Accountant NATE HELGESON Maintenance Superintendent BRIAN JANS Shop Maintenance Superintendent JEREMY CARLSON, P.L.S. Right -of -Way Agent SARA BUERMANN, P.E. Traffic Engineer KEVIN JOHNSON Construction Engineer NICK CARLSON Design Engineer May 12, 2022 Mathew Leonard Monticello City Engineer 505 Walnut Street, Suite 1 Monticello, MN 55362 RE: Plat Review for Blk 52 Plat No. 22.05 Dear Mr. Leonard, We have received the Application for Preliminary Plat Review for the Block 52 development along County State Aid Highway (CSAH) 75 in Monticello. Wright County may have additional comments prior to signing the plat and as the project progresses to the permitting and construction phase. 1) It is our understanding that no new access is proposed as part of this plat. 2) The Memo of Understanding Amendment to Agreement No. 14-52 must be fully executed by the City and County prior to the County signing the plat. 3) Any proposed work within the Wright County CSAH 75 right-of-way will require a permit. Please contact us at 763-682-7383 if you have any questions or need further clarification. Sincerely, Sara Buermann, PE Traffic Engineer Cc: Virgil Hawkins, County Engineer Chad Hausmann, Assistant County Engineer Adam Backes, County Permit Technician Ryan Melhouse, City of Monticello Engineering Mark Buchholz Steve Jobe, County Surveyor Eric Stennes, Assistant County Surveyor An Equal Opportunity Employer-www.co.wright.mn.us/189/Highway 2 0 U Z W m U) 0 00 U) J 0 a W Z Z 2 0 0 C0 W F- I) U) T W I) Z W a a Z W x 0 wsb April 28, 2022 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Buchholz Block 52 Development — Preliminary Plat & Plan Review City Project No. 2022-010 WSB Project No. 019886-000 Dear Mr. Leonard: Our team has reviewed the Block 52 Preliminary Plat and Civil Plans dated April 4, 2022 submitted by Deephaven Development, LLC. The applicant proposes to construct an 87 unit, multi -story apartment building on this block in the downtown area of Monticello. The 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. Preliminary Plat & General 1. The preliminary plat was provided with the submittal, dated 04-01-22. 2. City staff will provide additional comments on the plat and landscaping plans under separate cover. 3. The City Fire Marshall will provide pertinent comments under separate cover. 4. The applicant may need to provide right of way for future road widening and/or turn lanes along the adjacent City/County/MnDOT roadways. Comments from these entities will be provided under separate cover. 5. Any work within County or MnDOT right of way will require a permit, add a note to the plan to this affect. The applicant will need to submit for these permits as required. 6. As a part of the TED grant the City received, the radius and signal cabinets at Broadway and Hwy 25 will be moved. This may affect the plaza area of the development and ROW/easements in this area. Site Plan (Sheet CS1) 7. Provide a turning movement exhibit to show that a fire truck can access all building structures and required turn around space as required by the Fire Marshall. Fire truck circulation will also need to accommodate the City's ladder truck. 8. Note dimension of proposed sidewalk from ROW to back of curb in various locations around the perimeter of the site. K:\019886-000\Admin\Docs\2022-04-11 Submittal (Preliminary Plat)\_2022-04-28 Block 52 Preliminary Plat - WSB Engineering Comments.docx Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review April 28, 2022 Page 2 9. Show bituminous areas to be replaced with impacts to adjacent streets and curb locations. 10. Additional sidewalk will be required adjacent to the site along River Street from Walnut Street to Hwy 25. 11. Indicate direction of intended vehicular travel at southerly entrance to Walnut Street. 12. Provide ADA ped ramp from north end of building to Hwy 25/River Street intersection instead of stairs. 13. The Broadway sidewalk should be replaced from the Block 52 project west to the new concrete at Walnut Street, either with the developer's project or the City's. Construction Details Plans (Sheets C1, C2, C3) 14. The pavement design/typical sections shall be designed to meet the City's standard, at minimum. The final pavement section shall be designed by a registered geotechnical engineer for the specific soil conditions found on the site. The pavement section for the primary fire truck access route shall meet a 9-ton design. 15. A full review of standard details will be conducted with the final plat submittal. Demolition & Removals Plan (Sheet C4) 16. The existing site and demolition plans will also need to include existing utility locations, pipe sizes, pipe material types, etc. The line type for portions of the storm sewer along Hwy 25 needs to be corrected to match that of storm sewer, not sanitary sewer. 17. Show any proposed removals/impacts to adjacent roadways. The proposed removal along River Street does not appear to match up with the actual work area shown on the utility plan but may be correct on demo plan; resolve inconsistencies. 18. Show 2' strip of bituminous replacement adjacent to curb removals/replacement. 19. Review existing pedestrian curb ramp areas and determine if curb modifications are necessary to meet current ADA standards. 20. Existing water/sewer services shall be abandoned up to the main. Note this on the plan. Grading & Storm Sewer Plan (Sheet C5) 21. Retaining walls greater than 4' in height will required certified engineering drawings/plans form a registered structural engineer. A safety fence/guardrail will be required at the top of the wall for those 4' or more in height. Provide soil borings/geotechnical analysis for the area where the wall is proposed. 22. Confirm inlet capacity for catch basins at the low points and/or critical locations (i.e. entrance to underground parking). Consider ways to grade the site to avoid directing runoff to the underground parking area and/or adding additional upstream. 23. Label more of the proposed contours, some do not have labels. 24. Within handicapped accessible spaces or routes within the parking areas, the grade cannot exceed 2.0%. A detailed review of the grading will be provided with the final plat submittal. 25. Label EOF locations within the site. Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review April 28, 2022 Page 3 26. Label the pipe class of RCP for storm sewer. 27. Note the size, pipe material, and pipe strength for the storm sewer forcemain 28. On the final plans, note the sizes of the proposed storm sewer structures. Erosion Control & SWPPP Plans (Sheets C6, CT C8) 29. The proposed project will disturb more than one acre. A SWPPP was provided with the preliminary plat submittal. 30. 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. 31. A full review of erosion/sediment control and SWPPP will be conducted with the final plat submittal. Utility Plan (Sheet C9) 32. Based on the current design, it appears the applicant will be required to apply for a permit from DLI, provide copies to the City. 33. If commercial/office spaces have the potential to be sold, provide separate water meters and easements to be able to shut off individual users if necessary. Provide maintenance agreements of who will maintain the services from the main to the building for water and sewer. 34. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 250' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). Provide an exhibit showing hydrant influence spacing. 35. 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. 36. The watermain connections to the building shall be reviewed and approved by the City Fire Marshall. Show the location of the PIV on the plan. 37. Add general notes to the utility plans to the effect of: a. The City 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 conducted in accordance with the City standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5'. e. Tracer wire installation shall be in accordance with the latest edition of the MN Rural Water Association Standards. See these standards for further details. Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review April 28, 2022 Page 4 f. The City will require televising for sanitary and storm sewer pipe installations prior to accepting a warranty for the utility system; provide report and video files to the City for review. 38. Any public sanitary sewer and watermain shall be encompassed by drainage and utility easements where located outside of public road right of way. Drainage and utility easements will need to allow for a 1:1 trench from the invert of the utility with a minimum of 20' centered on the utility. 39. Provide dimension notes from watermain to parallel sewer mains (storm and sanitary sewer); the minimum horizontal separation between mains is 10 feet. Where watermain crosses any storm sewer or sanitary sewer, add a note at each location to the effect of "Maintain 18-inch Separation, 4" Rigid Insulation". If offsets are required where conflicts with normal watermain pipe placement occur, add appropriate details to the plans. 40. Label the pipe material/strength designation for sewer mains (i.e. SDR 35, SDR 26, etc.). 41. Manholes will be required where the cleanouts are shown along the 8" main. Stormwater Management 42. Below are General Stormwater Requirements for the Site: a. The applicant will be required to submit a stormwater management plan for the proposed development in accordance with the requirements in the City's Design Manual b. The new site will need to provide onsite a net reduction from existing conditions of total volume, TSS, and TP. Refer to the City's design guidelines for requirements. c. Rate control is required to maintain or lower existing flow rates for the 2, 10, 100- year and 10-day snowmelt events. d. Provide two feet of freeboard from the HWL and low opening of any structures onsite. e. Emergency Overflows (EOFs) shall be sized with a minimum bottom width of five feet and 4:1 side slopes. f. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater report for review. g. The site is located within the DWSMA and is subject to requirements of the City's Wellhead Protection Plan. The site is in an area of low vulnerability. h. Include a site map showing a 1 mile radius of the project showing all water bodies and discharge locations. The Mississippi River is considered an impaired stream through this location. Update the impaired waters table to include this. i. The SWPPP shall have estimated quantities of erosion control practices as outlined in the construction stormwater permit. Traffic & Access 43. Based on the proposed site plan the anticipated traffic generation would be approximately 1,182 daily trips, 93 AM peak hour trips and 115 PM peak hour trips assuming 87 residential units, 16,000 sf commercial area and 10,585 sf office space. 44. This site is planned to be included as part of the Downtown Monticello Traffic Study currently being commissioned by the City. The analysis will document the impacts the proposed site has on the area roadway system including alternative access considerations (i.e., extending Walnut Street to River Street and/or the elimination or modification of the TH 25 at River Street intersection). Buchholz Block 52 Development Preliminary Plat & Plans — WSB Engineering Plan Review April 28, 2022 Page 5 45. The site plan should be able to accommodate the alternative of extending Walnut Street to River Street. Environmental 46. If the project will have a structure built within 300 feet of the Ordinary High Water Level (OHWL) of the Mississippi River, then the project will require an EAW. Verify that the surveyed OHWL has been verified or approved by the DNR to ensure the distance is being measure correctly. Please have the applicant provide a written response addressing the comments above. We would be happy to discuss this review in more detail. Please contact me at 763-287-8532 if you have any questions or if you would like to set up a time to meet. Sincerely, WSB �Z'� James L. Stremel, P.E. Senior Project Manager Hayden Stensgard From: Linda Rohland Sent: Tuesday, May 17, 2022 7:59 AM To: Development Services Subject: Proposed new building I am a long time resident of Monticello and I am writing to state my strong opposition to the design of the proposed design for the new development on the corner of Hwy. 25 and Broadway. While I understand the desire to " make money" in our community I abhor that you are planning to do this at the expense of destroying the aesthetics of our town. WHY does the building need to be over 3 stories and So contemporary in the heart of our community?? Much property lies undeveloped in our community i. e. the lots where Fair's Garden Center was, the site of the former Monti Club. There are other places to build such a huge building if you feel the need. How will trucks and other large vehicles make the right turn onto Broadway coming from Big Lake without widening that intersection? Sincerely, Linda Rohland Sent from my iPhone Hayden Stensgard From: Diane Coffield Sent: Tuesday, May 17, 2022 11:41 PM To: Development Services Subject: Re: Block 52 Proposal I have lived in the Monticello area for 45 years and raised our children here. I care deeply about this community and know you are doing a great job, but now feel the need to speak out regarding the Block 52 Proposal. When I saw the picture on Facebook of what is being proposed, the first thought that came to my mind was that of a consuming Monolith. I do believe something needs to be done, improvements made, no doubt, but can't believe you are considering building a four and five story building on that block directly in the center of town. It is a skyscraper when you consider all the other buildings in that area, the one and two story buildings. This is Monticello, a small town, not Minneapolis! I do believe this is considered gentrification. How must the other businesses ever try to relate to this monstrosity? I can see a number of them just leaving the area. Over the years certainly businesses moved out and went to other towns because they could not afford the rent here. How will any businesses afford the rent you will be needing to pay for a building such as this? Consider Elk River and what they went through as businesses and tenants came and went over the years. Annandale is a small town that seems to work together to build anew in their downtown area and it's always a pleasure to drive through that town. Have you been to Loretto lately? They have the nicest brick buildings and the most recent one is an attractive well thought out modern two story which would look excellent on Block 52 and stand the test of time. You could still have a restaurant on the top and not make it look like a giant warehouse as your proposal does. I'm sorry to be so blunt, but I've talked with quite a few people over the months and, seriously, have not heard one positive comment about this proposal. Words like eyesore, shadow, oppressive, cold, monument, monstrocity, warehouse, tower, overbearing, overpowering, dominating, massive, and intrusive come out. Unfortunately, I am unable to be at this meeting to hear the committee's presentation and the public comments but am hoping that you will reconsider this overbearing planning and come up with a reasonable and forward thinking proposal instead. Thank you for sharing my comments. Sincerely, Diane Coffield 1040 County Road 39 NW Monticello MN 55362 i Hayden Stensgard From: Michelle Adair Sent: Wednesday, May 18, 2022 10:20 AM To: Development Services Subject: Block 52 feedback Hello, In comment to the Block 52 project, I have concerns with the high percentage of apartments going in Monticello compared to our neighboring cities. According to neighborhoodscout.com: Monticello Own = 71% rent = 26% apartments = 16% of housing Otsego Own = 94% rent = 5% apartments = 0.4% of housing St Michael Own = 89% rent = 11 % apartments = 5% of housing We recently moved from the township into town and the number of step up houses in Monti was terrible. There are nice developments going up in Hanover, Otsego and St Michael, but very limited options here. The houses that are going up in that $400-500k range are significantly lower quality and less appealing than similarly priced houses in other cities. Our girls wanted to stay in district, so we found something, but it wasn't easy. My experience growing up in Brooklyn Park was that Champlin and Maple Grove didn't want apartments, so they just let Brooklyn Park build them all. That resulted in a low community investment by the renters. They didn't care about property values, crime and schools. I feel like we're starting to see that in Monticello with all the school cuts (middle school sports, no after school clubs, increased class sizes) because we can't pass levies. I'm concerned that will only grow as we increase the numbers of people without a vested interest in the success of the community. We need a wide range of affordable housing, with more step up housing to keep people in district, but there needs to be a line for how many apartments one town can sustain. Thanks, Michelle Adair Planning Commission Agenda — 5/18/2022 2D. Public Hearing - Consideration of a Request for an Amendment to the Monticello Zoning Ordinance for the Retail Service Uses Including but not Limited to Definition, Zoning Districts and Standards. Applicant: Citv of Monticello. Prepared by: Community & Meeting Date: Council Date (pending Economic Development Coordinator Commission action): 05/18/2022 TBD Additional Analysis by: Community Development Director ALTERNATIVE ACTIONS Decision 1: Consideration of a Request for Amendment to the Monticello Zoning Ordinance for the Retail Service Uses Including but not Limited to Definition, Zoning Districts and Standards. 1. Motion to table action on Resolution No. PC-2022-035, regarding a request for amendment to the Monticello Zoning Ordinance for the Retail Service Uses including but not limited to definition, zoning districts and standards and continue the Public Hearing to June 7, 2022. REFERENCE AND BACKGROUND City Staff is requesting to table action on this request for an amendment to the Monticello Zoning Ordinance for the Retail Service Uses including but not limited to definition, zoning districts and standards until the next regular scheduled meeting on June 71h, 2022. STAFF RECOMMENDED ACTION Staff recommends Alternative Action #1. SUPPORTING DATA A. No Supporting Data Planning Commission Agenda: 05/18/22 3A. Consideration of Adopting Resolution PC-2022-036, a Resolution Concerning a Proposed Tax Increment Financing District and the Conveyance of Land Therein is Consistent with the City of Monticello Comprehensive Plan (Monticello 2040 Vision + Plan Prepared by: Community Development Meeting Date: Council Date (pending Director 05/18/22/2021 Commission action): NA Additional Analysis by: City Administrator, Economic Development Manager, Community & Economic Development Coordinator ALTERNATIVE ACTIONS 1. Motion to adopt Resolution PC-2022-36 Concerning a Proposed Tax Increment Financing District and Conveyance of the Land Therein is consistent with the City of Monticello Comprehensive Plan (Monticello 2040 Vision + Plan). 2. Motion of other. .14 01:1J ►14SA ► 01"MT4l C(A 39111111 ,11 1P7 The Planning Commission is asked to consider a recommendation finding that the establishment of Redevelopment Tax Increment Financing (TIF) District #1-45 and the conveyance of land by the Monticello Economic Development Authority (EDA) is in conformance with the City's Comprehensive Plan. TIF District #1-45 is proposed to include 13 parcels on Block 52 of the Original Plat of Monticello and all or a portion of the existing adjacent right of way for Pine, River and Walnut Streets and Broadway. Three parcels on the block will not be included within the proposed TIF District. These three parcels include existing buildings/businesses which are proposed to remain on the block. In conjunction with the redevelopment, the EDA will convey all or a portion of these parcels of land to the redeveloper. Maps illustrating the current City/EDA ownership of parcels on Block 52, proposed TIF District and approximate boundaries of conveyance to the developer are attached for reference. The establishment of TIF District #1-45 is proposed to support the redevelopment of a portion of Block 52 as mixed -use residential, commercial redevelopment project. The proposed redevelopment project submitted by Buchholz/Deephaven includes a new L- shaped building in the eastern half of the block fronting Pine Street and Broadway. The project proposes both surface and underground parking. The project includes 87 market rate residential units, along with over 30,000 square feet of commercial, restaurant and office space on the Planning Commission Agenda: 05/18/22 ground floor. A clubhouse, lounge, and rooftop patio for use by the apartment residents is shown on the 5t" floor with a view of West Bridge Park and the Mississippi River. Approximately 80 percent of the residential units will have views of the public parks (East Bridge and West Bridge) and the Mississippi River. To support the costs of the proposed redevelopment, which will include demolition, construction, utility relocation, land acquisition and associated public infrastructure, the establishment of a TIF District is requested. The proposed boundaries for TIF District #1-45 were developed specifically to allow for consideration of TIF proceeds, as available, to support funding of the public improvements identified surrounding the block. These include the reconstruction of Walnut Street to connect at River Street, the addition of streetscape elements consistent with the approved Walnut Street Corridor Plan, and sidewalk and parking improvements along River Street. The conveyance of land for redevelopment will include approximately 65,000 square feet and consists of all or a portion of 11 parcels on Block 52 of the Original Plat of Monticello. The City and EDA will retain that portion of property on the block necessary for public parking and access. The approximate area of the conveyance is shown on the attached Exhibit D. The conveyance is for the direct purposes of supporting redevelopment on Block 52 as envisioned by the Downtown Small Area Plan and as described in this report. Redevelopment of Block 52 has been the number one goal for the City and EDA for several years. The parcels are guided "Downtown Mixed Use" within the current Monticello 2040 Vision + Plan. The Comprehensive Plan adopts the Monticello Downtown Small Area Plan as the guiding document for downtown development and land use. The Downtown Small Area Plan specifically recommends leveraging the public property on this block to "create a new signature development with market rate housing and a destination restaurant or entertainment use overlooking the park and river." The plan views the area as key to the success of downtown revitalization, suggesting as an immediate Next Step and Implementation measure to "Aggressively market development opportunities such as Block 52." The Downtown Small Area Plan further establishes guiding development goals and objectives. For Block 52, the SAP called for mixed -use redevelopment featuring housing, retail and entertainment as anchoring uses in the Block. The SAP also recommends Block 52 redevelopment proposals which embrace and relate to the Mississippi River. It further encourages courtyard parking and enhanced public private connection features. The Deephaven-Buchholz redevelopment plan submittal aligns with these goals. The proposed project combines residential and commercial uses, oriented toward the corner of the block. It maintains street -level businesses along a sidewalk promenade supporting activity throughout the day and night, weekday and weekend. In addition, the design of the project makes the most of its river -views and connectivity, retains parking opportunity, and facilitates the completion of public improvements both within the project (public parking lot) and directly adjacent (River and Walnut Streets). 2 Planning Commission Agenda: 05/18/22 STAFF RECOMMENDATION City staff supports Alternative #1 above. Establishment of a TIF District to offset the extraordinary costs of redevelopment of this area, along with conveyance of the property for redevelopment is directly in support of the goals of the Downtown Small Area Plan and Monticello 2040 Vision + Plan. The redevelopment project property connects the downtown directly to the river and the proposed redevelopment on the site supports the plan's four main goals: 1. Become a River Town 2. Improve the Pine Street experience for all 3. Focus on small and medium investments 4. Shift the center of downtown to Broadway and Walnut SUPPORTING DATA A. Resolution PC-2022-036 B. City/EDA Property Ownership Map C. Proposed TIF District #1-45 Boundaries D. Conveyance Sketch E. Monticello 2040 Vision + Plan and Downtown Small Area Plan, Excerpts (See item 2C) 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-036 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO CONCERNING A PROPOSED TAX INCREMENT FINANCING DISTRICT AND THE CONVEYANCE OF LAND THEREIN WHEREAS, a proposal by the City of Monticello, Minnesota (the "City") and the City of Monticello Economic Development Authority (the "EDA") to establish Tax Increment Financing (Redevelopment) District No. 1-45 (Block 52) (the "TIF District") and adopt the Tax Increment Financing Plan relating thereto (the "TIF Plan"), all pursuant to and in conformity with applicable law, including Minnesota Statutes, 469.124 to 469.133, as amended, and Sections 469.174 to 469.1794, as amended (the "TIF Act"), has been submitted to the City of Monticello Planning Commission (the "Commission"); and WHEREAS, the EDA owns certain real property within an area of the City designated as Block 52, which includes parcels with property identification numbers described in Exhibit A attached hereto (the "EDA Property"), and propose to convey title to the EDA Property to Deephaven Development LLC, a Minnesota limited liability company, or an affiliate thereof or entity related thereto (the "Developer"); and WHEREAS, the Developer proposes to acquire the EDA Property from the EDA for purposes of constructing approximately 86 rental housing units and 27,342 square feet of commercial retail and office space, with approximately 83 lower -level parking spaces and 114 adjacent off-street parking stalls (the "Project") on the EDA Property; and WHEREAS, Minnesota Statutes, Section 462.356, subdivision. 2 requires the Commission to review the proposed acquisition or disposal of publicly -owned real property within the City prior to its acquisition or disposal, to determine whether in the opinion of the Commission, such acquisition or disposal is consistent with the comprehensive municipal plan; and WHEREAS, the Commission has reviewed the proposed conveyance of the EDA Property to the Developer, and has determined the proposed acquisition is consistent with the City's comprehensive municipal plan; and WHEREAS, in addition, the Commission has reviewed the TIF Plan to determine the consistency of the TIF Plan with the comprehensive plan for the City; and WHEREAS, the Commission's review of the TIF Plan and the conveyance of the EDA Property relates solely to compliance with the TIF Act and Minnesota Statutes, Section 462.356. The Commission shall undertake a detailed review of the proposed project described in the TIF Plan as part of the City's normal planning process on a later date. NOW THEREFORE, BE IT RESOLVED AND DETERMINED by the City of Monticello Planning Commission that the TIF Plan and the proposed conveyance of the EDA Property are consistent MN 190-170-775487.v 1 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-036 with the comprehensive plan for the City of Monticello and conform to general plans for development or redevelopment of the City as a whole. ADOPTED this 18th day of May, 2022, by the Planning Commission of the City of Monticello, Minnesota. -32 ATTEST: [�L�1[�I����l1I_1►1►11►[e���]►�1► I[►Y.y[�7►1 Paul Konsor, Chair Angela Schumann, Community Development Director MN190-170-775487.v1 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2022-036 EXHIBIT A 155010052031 155010052060 155010052070 155010052071 155010052090 155010052101 155010052102 155010052110 155010052120 155010052131 155010052132 155010052140 155010052150 luI►lCAIIULOW&M rml ZIP W)a F$Rwo"r=4urp-e \ \ \ 4- S 9 O I \ 9706 \�J�9 `6 � 5 / 6 9z 0 oyF 60 Q / /P %2" 15235 Cb Ex B61� GUT / O ., O• GNF EEN CURB &- oyF \ /� / \80- �� \ MAAA /�XISTING _ "P�AVEN/t"EN�TYP) 0 / END CURB / GUTTER \ \ , /GUTT RU(TYP) SMH � � / � / / / / / / /CB / 921,64 /I = 9 .98 I v(E)= 7 \ / 0y11_ \ \ BITUMINOUS PAVEMENT � 9/S jp� \ \ < d° d, CONCRETE SIDEWALK OR APRON 60 \ \ oyF \ T ♦ 0y MATCH EXISTING \ I CURB & GUTTER \ 6 PARKING CALCULATION / CONCRETE DRIVV�A\ ON -SITE PARKING = 114 SPACES / \ \ / S PER CITY STANDARDOFF-SITE PARKING = 12 SPACES ♦ /\ UG � o O% \ \ (PARALLEL PARKING ON BROADWAY) ♦ / G NEW B618 CURB & GUTTER B612 CURB & \ \ 6 " AS PER CITY STANDARDS / GUTTER (TYP) \ /0,Q, / RETAINING WALL #2\ / \ o� o 2 \ LENGTH = 42 LF 330 A; °° \�, s / / HEIGHT = 0 TO 10'-4" MATCH EX G CURB & GUTTER Q� BITUMINOUS 16 �c \ / PAVEMENT O / \ , / RETAINING WALL #3 BITU NOUS r`/ / (TYPE B61URB (TYP / 6:°,�. \� / 4-2"LENGTH = 100 LF GJ4TT _ .. _.. J/ \ HEIGHT = 0 TO -2" / Elev: 931.0 O / CONCRETI >P° SMH / Lida' / _ SIDEWALK / (TYP) Rim=928.61 a l Inv=916.11 / / HANDI,Ci STMH / so / SIGN GI Rim=928.10 / / " ° `b (TYP/ � � In v= \ \/\ d41 AN a d MATCH EX1J`TG� CURB &GUTTER\ d�F NEW B618 CURB & GOR AS PER CITY & COUNTYE\ ANDARDS 'iys \ ♦ MATCH EXISTING / CURB & GUTTER /O \ / / / / (5) CONCRE / STEPS \ STMH / Rim= 923.78 Sti/y\ In v= lb s� 1h' cb ��lyJ9 9 2 / ��� /O�h ' os� \ \'Qo // /P '/2\ \ 121578 \ NEW CONCRETE SIDEWALK AS PER CITY & MNDOT / \/ d i STANDARDS (TYP) \ �� •����/ HANDICAP SIGNAGE \ \ 1. PROVIDE HANDICAP SPACE SIGNAGE A(S PER MN A)^0° v STATUTE 169.346 ($200 00 FINE) AND MN MUTCD a3 ° 2. PROVIDE "NO PARKING" SIGNAGE A ,HEHEAD •�° OF HANDICAP AC�ESS AISLES, NMORE THAN / x 8-FT FROM THE HEAD OF THE AISLES � \ RETAINING WALL #4 LENGTH = 338 LF HEIGHT = 0 TO 3'-0'/ / \ � O1 �Y O STANDPIRDS (TYP) / Ex. Building ,Q / No. 101 / t / CONCRETE � d � ��� \/ SIDEWALK \� SAS TYP) O o Qjd d d da / PID: 155-218-001010 NEW CONCRETE SIDEWALK AS PER CITY & MNDOT / �_b \ ` ° STANDARDS (TYP) da F � vie / � — •.�O � / OI^v / Project BM: 0) v' � \_ El e v.• 928. 45' ° ° MATCH EXISTIN sfe • v 4 � \CURB & GUTTER21 Q5718 1N 618 CURB & GUTTER MATCH EXISTIN AS PER Y & COUNTY \URB & GUTTER STANDARDS,, , \ A� SMH \Rim= 927.58 / \ \ STMH \ \ \ Rim = 927.43 / O \ Inv= 919.78f -0-0 N O p 0 N Q ,U O Q SURFACING NOTES: o N I "E O O 1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARY TO ATTAIN W N THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET Cl). U) 0 TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL J c O ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT Q SPEC. 21 1 1) SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO O O p THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITY TRENCHES SHALL BE — U N PERFORMED BY AN INDEPENDENT TESTING FIRM. U •= 0- i N 2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE Z) Q GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. (n O O 3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS OR CONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE. U J E } 4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE ABUTS EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE POURS ABUT EACH OTHER. (5 U 5. CONCRETE PAVEMENT OR APRONS, WHICH ABUT DOORWAY OPENINGS SHALL BE - N TIED TO THE FLOOR SLAB WITH #4 BARS ALONG THE ENTIRE WIDTH OF THE DOORWAY. z N 9 N SEE DETAIL ON SHEET C3. w p 6. SEE SHEET C1 FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS, AND CURB AND GUTTER. U z O L 12" A 18" .OSO 5TANDARD UNIVE1Z5AL ILL ACGE55BLE PARKING 51GN WITH p 2-3/0" / CADMIUM 50L75. NUTS AND LOCKS. THIS 5iGN TYPICAL AT EACH LL LU ACCE555LF_ PARKING 5PAC5. O z I ' I LOCATE "NO PARKING" SIGN AT z W CD u.1 LB MEAD OF ACCE55 AroLE, I 7 ^ 5TANDARD "VAN-ACCE555LZ- 516N } REQUIRED AT VAN-ACCE55113Z PARKING 5TAU,'5 ONLY. w Z Q 'V z �2' � 7 L PIA GALVAiVfLED 5TEE1_, POST. -PAINTED W W -- - a N �- F1NI5HED GRADE ^ D 3000 P51 CONCRETE v J NOTE: Li AGGE55BLE PARKING 51GN 5HALl. CONFORM WITH CURRENT STATE AND W LOCAL CODES AND REGULATIONS. �n I•_4. XCATE A MAXIMUM OF 8'-0" FROM THE "MEAD" OF THE STAf_!.. LEVEL OF PARKING SURFACE ♦ ^ 1 AGGE5513LZ SIGN PETAII�IGN PETAL �JJ NTS t c C c LANES 5" WIDE 'ROVVE WHITE PAINTED SYMBOL AT EACH 4GCE5515[ 5 PARKING STALL, CENTER SYMBOL N STALL. AGGE5513LZ 5YM30L NTS CIVIL SHEET INDEX CS1............................................................................................................................................SITE PLAN Cl...............................................................................................STANDARD NOTES & SPECIFICATIONS C2 - C3.....................................................................................................................STANDARD DETAILS C4......................................................................................................DEMOLITION & REMOVALS PLAN C5..................................................................................................................................GRADING PLAN C6................................................................................................................SWPPP - STANDARD NOTES C7..............................................................................................................SWPPP - STANDARD DETAILS C8............................................................................................................................SWPPP - PLAN VIEW C9........................................................................................................................................UTILITY PLAN Z O U LU w 0 w d N N O CN vUi X X to00o 0 r U co 2 cM) (05 O � � a) IN N U U O U .N O c N U N N c N Q N r L a i LO OC Z 0 Co N = O cn O T Z LU O o C� UO N co `t � Z 1 Lo I V)'� LU w �p w LUJ O O V) OL IL LU �< J w w O U � O LU = Z �v v O Q �, z LU Z m i2 < z0 IZ / PROJECT NUMBER: / SITE PLAN 22015 � SCALE: cn 1 "=30' / In / 0 30 60 120 0 N CS 1 OF 1 Planning Commission Agenda — 05/18/22 3B. Community Development Director's Report Council Action on/related to Commission Recommendations • Consideration of a request for final plat of Otter Creek Crossing 8t" Addition. Applicant: City of Monticello Approved on the consent agenda on May 91", 2022. Associated vacations approved following public hearing on May 91", 2022. • Consideration of Amendment to Conditional Use Permit for Co -location of Antenna Including Revision/Repair on an Existing Telecommunication Antenna Support Structure in the Industrial and Business Campus (IBC) District Applicant: Michael Clust Approved on the consent agenda on April 23rd, 2022. • Consideration of an Amendment to a Conditional Use Permit for a Planned Unit Development for Installation of Electric Vehicle Charging Stations in the Pine Street Sub -District of the Central Community District (CCD) Applicant: SMJ International, LLC. Approved on the consent agenda on April 23rd, 2022. • Consideration of Rezoning to a Planned Unit Development, Development Stage Planned Unit Development and Preliminary Plat of Country Club Manor First Addition, a Proposed 30 Unit Twin -Home (60 Housing Units) Development in the R-3, Medium Density Residential District Applicant: Headwaters Development, LLC. Approved on the regular agenda on April 23rd, 202Z including conditions as recommended by the Planning Commission. • Consideration of an Amendment to Planned Unit Development of Featherstone, Development Stage Planned Unit Development for Featherstone, Development and Final Stage Planned Unit Development and Preliminary and Final Plat of Featherstone 61" Addition, a 21 unit single-family residential development, and Rezoning to R-1 for Outlot A, Lots 1-11, Block 1, Lots 1-7, Block 2, and Lots 1-3, Block 3 of the proposed plat of Featherstone 61" Addition and Rezoning to PUD for Outlot B, Featherstone 61" Addition. Applicant: Gold Nugget Development, Inc. Approved on the regular agenda on April 23rd, 202Z including conditions as recommended by the Planning Commission. • Consideration of an Amendment to the City of Monticello Zoning Ordinance for adoption of The Pointes at Cedar Planned Development District and an amendment to the City of Monticello Zoning Ordinance for an amendment to the boundary of the Freeway Bonus Sign Overlay District. Applicant: City of Monticello Approved on the regular agenda on April 23rd, 2022, with noted corrections. • Consideration of an Amendment to an Interim Use Permit for Extraction/Excavation of Materials in the B-3 (Highway Business) and the B-4 Planning Commission Agenda — 05/18/22 (Regional Business) Districts. Applicant: City of Monticello Approved on the consent agenda on April 111"12022. The Pointes at Cedar Project Updates The most current project update has been posted to https://www.ci.monticello.mn.us/276/The-Pointes-at-Cedar-Small-Area-Plan Spring/Sumer engagement opportunities are underway for activities and amenities at The Pointes. Your feedback is welcomed via interactive survey: https://arcg.is/OWOITCO It is anticipated that a draft concept master plan will be ready for public feedback at Walk & Roll on June 111"! For more City updates, visit the City Blog: https://www.ci.monticello.mn.us/Blog.aspx 2