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HomeMy WebLinkAboutPC PACKET 05.09.2024 � �V Agenda EST.w06 Hugo Planning Commission Thursday, May 9, 2024 Hugo City Hall 7:00 PM A. ROLL CALL: Andress, Arcand, Derr, Granger, Kelly, Kleissler, Lessard, Petty B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. April 11, 2024 D. PUBLIC HEARING 1. M/I Homes of Minneapolis/St. Paul, LLC. — Request for an amendment to the PUD for "The Shores of Oneka Lake 4th Addition" to create 25 single-family detached lots, from the previously approved 24 twin home lots. 2. Liberty Classical Academy— Requests for site plan and conditional use permit to construct 33,590 square foot addition to the existing school building and associated parking lots. E. NEW BUSINESS F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651)762-6304 or riuba@ci.hugo.mn.us,thank you. Minutes for the Planning Commission Meeting of Thursday, April 11, 2024 Acting Chair Derr called the meeting to order at 7:00 pm. PRESENT: Andress, Arcand, Derr, Granger, Kelly, Lessard ABSENT: Kleissler, Petty STAFF: Rachel Juba, Community Development Director Max Gort, Associate Planner Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of December 14, 2023 Commissioner Lessard made a motion, seconded by Commissioner Andress, to approve the minutes for the Planning Commission meeting of December 14, 2023. All ayes. Motion carried. Public Hearing: Enterprise Energy, LLC—Site Plan and Interim Use Permit requests for a Solar Farm located east of Everton Avenue North and north of 149th Street North Associate Planner Gort presented background on the City's process relating to the solar energy systems ordinance, and the request to construct a solar farm from Enterprise Energy. The City Council adopted an ordinance allowing solar farms in certain areas of the City in 2016, and approved the first and thus far only solar farm project in 2018. In 2023, the Planning Commission and City Council wanted to review the ordinance due to an increasing interest in solar farm development, and related feedback from the community. The City Council enacted a moratorium on solar farm applications in order to study the ordinance. The Ordinance Review Committee (ORC) recommended revisions to the performance standards for solar farms, which were approved by the City Council on July 241h, 2023, which repealed the moratorium. Enterprise Energy submitted applications for a site plan and interim use permit (IUP)to construct a solar farm on unaddressed property on Everton Avenue North. The parcel is approximately 12 acres in size, is zoned Agricultural (AG) and guided in the 2040 Comprehensive Plan as Large Lot Residential (LL). The property is located in an area of western Hugo that requested to remain agricultural in the zoning code and not be included in the Metropolitan Urban Service Area (MUSA), making the properties ineligible for municipal sewer and water services. The applicant provided a letter from a septic designer stating that there were no suitable soils on site to construct a septic system, making the property unavailable for a single-family home without sewer and water services. The properties to the east consist of townhomes. April 11, 2024 PC Minutes Page 2 The request is to construct a 5-acre, 1 megawatt solar farm in the center of the property. Staff reviewed the proposal and found that it met the performance standards in the ordinance, including requirements for zoning, setbacks, building height, vegetative screening, a vegetation establishment and management plan (VMP), and decommissioning plan. The landscape plan includes a row of six-foot tall Balsam Firs closer to the array, with four-foot tall Dogwood shrubs in front of the trees. The ordinance requires that areas within the solar array that are not occupied by equipment be planted with native, deep-rooted, pollinator-friendly plantings. Staff also found that the proposal met the criteria of approval for a solar farm, including criteria for the spirit and intent of the ordinance, not impeding the city's ability to implement its comprehensive plan, and not disrupting the essential character of the surrounding area. The proposal uses a small pond in the northwest corner of the property to manage stormwater runoff from the proposed driveway and mechanical pad, but the property will continue to drain as it currently drains. There are approximately 3.6 acres of wetlands on site, and a portion of the solar farm is proposed to be constructed within the wetland boundary as permitted by ordinance. The Technical Evaluation Panel (TEP) has reviewed and approved the solar panel locations within the wetlands. It is in staff's opinion that the requests meet the City Code requirements and criteria of approval. Staff recommended approval of the solar farm site plan and IUP subject to conditions in the draft resolution. Evan Carlson, president of Enterprise Energy, LLC, addressed the Planning Commission. Carlson stated that he started the company about two years ago, and that he had been working on this specific project since before the moratorium had been enacted. Carlson stated that he had been very careful designing the project and stated that the ordinance revisions added additional constraints that made the design more challenging. Carlson described the concept of community solar gardens at the 1 megawatt, 5-acre scale as being a way to provide solar energy to users who don't have the ability to construct an accessory solar energy system on their property. Carlson stated that he invited neighbors to an open house, but nobody attended. Carlson stated that he believes that the proposed setbacks are very significant and that the existing vegetation will provide a robust screen from view. Carlson stated that the stormwater plan has been intensely scrutinized by engineers on his team and from the City. Commissioner Andress asked how the interconnection to Xcel Energy's grid will look. Carlson stated that there will be a total of three utility poles near the street, two of which will belong to Enterprise and one will belong to Xcel. Acting Chair Derr asks how high the poles will be, Carlson says they will be comparable to existing utility poles in the neighborhood. Acting Chair Derr opened the Public Hearing at 7:29 PM John Udstuen, 15190 Everton Ave N, stated that he's been involved with the City for 32 years, likes giving speeches, and enjoys public involvement. Udsteun asked that the Planning Commission table the application in order to allow him and his neighbors to form legal representation. Udstuen stated that the neighbors did not receive adequate notice of the proposal and that they should have been more involved in the project planning process. April 11, 2024 PC Minutes Page 3 Jimmie Gregoire, 16720 Henna Ave N, stated that he was contacted by a few different people before this meeting after his involvement with the previous solar farm project on 165t" St N, which is adjacent to his property. Gregoire stated that he was concerned about the solar array's ability to withstand a high wind event such as a tornado, and potential impacts to adjacent property and livestock. Gregoire stated that he feels that the loss of a potential home site would subtract from the value of the neighborhood. Laura Syring, 15149 Everton Ave N, stated that she lives on the property to the south of the property where the proposed solar farm would be located. Syring stated that she believed there was some discrepancy in information between maps, stating that the land use classification in the 2030 and 2040 Land Use maps of Large Lot Residential means they are not zoned Agricultural. Syring played a voicemail she received from Evan Carlson in 2022 asking to lease the rear acreage of her property to construct a solar farm. Syring listed health and environmental concerns, especially pertaining to livestock, such as carcinogens and electromagnetic fields (EMF). Syring asked that the Planning Commission deny the request. Levi Shepherd, 15216 Fanning Dr N, stated that he lives in one of the townhomes to the east of the site and that his significant other owns several of the townhomes. Shepherd shared a photo that he describes as the view from his bedroom, looking over the vacant property, and that trees will not be able to adequately screen the solar farm from view. Shepherd stated that his neighbors did not receive notice of the public hearing in the mail. Shepherd stated that the solar panels will cause health issues for surrounding neighbors, and that some solar panels from China have mercury in them. Arnie Triemert, 15220 Everton Ave N, stated that he was totally against the solar farm, describing it as an eyesore. Triemert stated that they are taxed as residential and not commercial land. Triemert stated he believed the City used to care about residents but that it does not anymore. Triemert stated that the proposed fence will make the solar farm look like a prison. Mike Happ, 15292 Everton Ave N, stated that he wants the proposal to be done tonight. Happ stated that he wants a written guarantee that their property values won't go down as a result of the solar farm. Happ stated that he believes that the stormwater plan doesn't make sense. Ben Krull, 15350 Everton Ave N, stated that he came to figure out what the project was about. Krull stated that he was frustrated that the neighbors weren't involved earlier. Krull stated that Everton Avenue is a cart path, and that the whole project is wrong. Krull stated that here wasn't time for his questions to be asked. Leroy Peltier, 15257 Everton Ave N, stated that he has lived in Hugo for 82 years, and has lived on his current property since 1970. Peltier spoke on the history of how his family farm was sold off over time to develop the adjacent neighborhood. Peltier brings up the issue of sheer factor, and talked about the 1975 and 2008 storms that damaged surrounding farms and livestock. Peltier stated that the health issues and EMF aren't being discussed. Peltier stated that he's concerned about property value decrease and an effect on the character of the surrounding area. Peltier stated that he was concerned April 11, 2024 PC Minutes Page 4 about the drainage and impacts to Clearwater Creek and Bald Eagle Lake. Peltier stated that he was concerned about the apparent discrepancy in zoning. Nathan Dull, 18370 English Ave, Farmington MN, representing the Minnesota Land and Liberty Coalition, says that the group advocated for property rights and green energy. Dull stated that technological advancements have decreased the overall size of 1 megawatt systems, and that this project is much smaller than the 320-megawatt systems that are seen in counties further north. Dull stated that concerns about EMF can be compared to cell phone radiation and lithium ion batteries. Dull stated that there are larger forces that can disrupt property values than a solar farm. Mike Happ approached the podium stating he wanted to know who Dull is and why he was there, and ultimately asked if Dull was there to support the project. Dull said yes. Levi Shepherd asked if anyone on the Planning Commission has been a realtor or has a real estate background, Commissioner Kelly raised his hand. Shepherd stated that cell phones are heavily regulated and that their materials are more controlled. Shepherd restated his points about health concerns and protecting his view. John Udsteun restated that he wanted the proposal to be tabled to give him time to develop a legal case against the project. Laura Syring restated previous points and stated that she wants the Commissioners to view the proposal from her property. Syring asked the question if the Commissioners would want a solar farm next to their property. Jimmie Gregoire also invited the Commissioners to view the solar farm adjacent to his property. Gregoire asked if any of the Commissioners had questions for him, and stated that he prefers that the questions be asked directly to him and not directed at staff. Acting Chair Derr said the Planning Commission will continue to take comments and if they have any questions of Gregoire they'll ask him. Arnie Triemert stated that other solar farms are not near houses or large developments. Community Development Director Juba suggested that the Planning Commission take some time to address questions. Juba stated that there can be confusion between zoning, land use designation, and what appears on property taxes. Juba stated that the property is zoned Agricultural, meaning that everything allowed in the AG district is allowed on that property, including solar farms. Juba stated that the City doesn't use the 2030 Comprehensive Plan anymore, but that the 2040 Comprehensive Plan designates many properties in eastern Hugo as large lot residential. Juba stated that Washington County determines the use for property taxes based on how it's actively being used, not the zoning classification. Juba stated that this application has gone through the same process that the City uses for every development project, and that there's a lot of time between when a project is first proposed and when the application is complete and the public is notified. Juba pointed to the section in the ordinance that allows for the Planning Commission to recommend additional conditions to the IUP, which can be used to mitigate concerns about the fence or screening if they so choose.Juba stated that the applicant would be the best to answer questions about health concerns or sheer factor. April 11, 2024 PC Minutes Page 5 Evan Carlson approached the podium to respond to questions. Carlson stated that he submitted valuation studies that concluded that solar farms do not negatively affect property values, that much more disruptive uses are permitted on AG zoned property, and that the racking materials are engineered to sustain winds up to 170 miles per hour. Carlson stated that the solar panels are made of standard silicon, and that all of the materials are recyclable and nontoxic. Carlson stated that the fence materials could be changed to address visual concerns. Acting Chair Derr asked about glare, Carlson stated that glare issues typically arise from tracker systems where the panels track the position of the sun, but that this proposal uses a fixed tilt system where the panels don't move. Carlson stated that his company has projects that are at or near airports, and that they have not received complaints of glare. Commissioner Lessard asks if the stated 10 foot height was the panel's height off of the ground, Carlson says yes. Acting Chair Derr asked if there were any further public comments. Levi Shepherd returned to the podium and said that every townhome has a bedroom window pointed at the property and that use and enjoyment affects property values. John Udsteun returned to the podium and said that the City failed to adequately notify the residents within 350 feet of the property, and that should be enough to stop the public hearing. Mike Happ returned to the podium and asked who was the expert that approved the proposal. Juba said that the City does not have a specific expert on solar farms, but explained the application review process as well as the public meetings held during the ordinance review process. Happ said that the City needs an expert to verify the health and safety claims. Ben Krull returned to the podium and stated that the road is not being improved, and that solar panels are not being recycled. No one else spoke. Acting Chair Derr closed the Public Hearing at 9:23 PM. Juba restated that the City Engineer and Public Works Director participate in the development review process and had no concerns about the effects on Everton Avenue due to the low anticipated traffic volume. Commissioner Andress asked if any of the proposed plantings will be conducive to the wildlife habitat, and if the reestablishment will only occur within the fenced in area. Carlson said that native plantings within the fenced-in area will have a positive environmental benefit, and that outside the fence landscaping will only be planted with nothing removed. April 11, 2024 PC Minutes Page 6 Acting Chair Derr asked about the timeline for construction. Carlson said that they would likely break ground in the spring of 2025, with construction lasting about three months. Commissioner Lessard asked about potential reflection affecting the neighbor to the south, and whether extra shielding can be added to mitigate the impact. Carlson said that the reflectivity of the material cannot change, but suggests adding mesh or making a taller fence could block some glare. Commissioner Lessard asked if electricity generated would be stored in a battery or transferred into the grid. Carlson said the electricity would be immediately distributed into the grid. Commissioner Granger asked about the voicemail Laura Syring played where Carlson says he's interested in connecting to the power line on her property, asking to clarify if that was referring to the large power line that runs overhead diagonally throughout the area. Carlson said that it was the utility lines on the street that he was referring to, which he can connect to from the subject property. Acting Chair Derr asks about the public notification process and whether this project followed the same process as previous applications. Juba said that certain applications require public hearings, and that the City uses GIS software to determine which properties are within a 350-foot radius of the subject parcel. Commissioner Arcand asked if the City has a duty to ensure that the mail is delivered, Juba said no. Commissioner Lessard asked about the applicant's open house meeting, and whether the lack of attendance was on the City's behalf.Juba said that the City is not involved in the developer's decision to hold a neighborhood meeting. Juba restated that the role of staff is to evaluate the proposal against ordinance and make appropriate recommendations, and if the Planning Commission believes that the approval criteria have not been met that they can go in a different direction from staff's recommendation. Commissioner Arcand stated that he believes that the approval criteria have been met, that adjacent property owners don't own their view. Commissioner Granger states that he empathizes with the concerns of neighbors, but that he believes a property owner is not obligated to keep their property looking as it is. Commissioner Lessard asked if the only additional condition the Planning Commission could recommend was something like additional screening. Juba said that it's up the Planning Commission to determine if the approval criteria have been met, and that they can recommend additional or modified conditions prior to making their recommendation to the City Council. Acting Chair Derr said that he doesn't see a lot of basis to change or deny the plan, Juba said that the Planning Commission has a lot more discretion with an IUP than other applications. Commissioner Arcand asked how tall the vegetation is planned to be. Gort stated that the balsam fir trees are to be six feet tall at the time of planting, and that the dogwood shrubs are to be four feet tall. April 11, 2024 PC Minutes Page 7 Commissioner Kelly asked how the reflectivity of the solar panels may differ from accessory solar energy systems seen on the roofs of buildings. Carlson invites a business partner, Eric Pasi, to speak. Pasi stated that the surface is made of tempered glass similar to a windshield, and that there is minimal reflectivity similar to accessory solar panels. Commissioner Andress asked if the City benefits from having the solar farm from a financial or utility billing standpoint. Juba stated that the City does not get any money from having a solar farm. Commissioner Arcand suggested that the visual screen on the south side of the solar array could be increased to 10 feet to mitigate impacts to the neighbor to the south. Commissioner Lessard stated that the proposed barbed wire on the fence won't deter security threats. Acting Chair Derr asked Carlson if they've had any issues with people trying to steal materials from the system, Carlson said no. Carlson said that they would prefer the barbed wire, but are willing to concede if the Planning Commission recommends the removal of barbed wire as a condition. Commissioner Lessard said that the fence should be vinyl coated in a black color. No more discussion. Commissioner Arcand made a motion, seconded by Commissioner Andress, to approve the requests with additional recommended conditions of increasing the minimum height of trees on the south side to 10 feet and that the fence should be black. All ayes. Motion carried. The requests will be heard at the City Council meeting on May 6, 2024. New Business None. Old Business—Review and approve 2024 Planning Commission Goals Juba stated that the City received a letter requesting that the Planning Commission evaluate allowing chickens in the R-1 zoning district, but that there are already several ordinance revisions in the queue for review, which is why this topic was not added to the 2024 goals. Commissioner Arcand made a motion, seconded by Commissioner Granger, to approve the 2024 Planning Commission Goals as presented. All ayes. April 11, 2024 PC Minutes Page 8 Motion carried. Adiournment Commissioner Andress made a motion, seconded by Commissioner Arcand, to adjourn at 9:53 PM. All ayes. Motion Carried. Respectfully Submitted, Max Gort, Associate Planner Agenda Number: D.1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Max Gort, Associate Planner SUBJECT: M/I Homes of Minneapolis/St. Paul, LLC. Request for an amendment to the PUD for"The Shores of Oneka Lake 41h Addition"to create 25 single- family detached lots, from the previously approved 24 twin home lots. DATE: May 6, 2024, for the Planning Commission meeting of May 9, 2024 ZONING: Planned Unit Development(PUD) DEADLINE DATE: 1. DESCRIPTION OF REQUEST: The applicant is requesting an amendment to the PUD to create 25 single-family detached lots from the previously approved 24 twin home lots. 2. BACKGROUND: In 2022, the City Council approved the PUD General Plan for The Shores of Oneka Lake. Since then three phases have been developed. The first phase included 19 single family home lots, 16 twin home lots, and 15 villa lots. The second phase included 14 single family home lots. The third phase included 39 single family home lots and 38 villa lots. The PUD allowed flexibility on the following: I. Minimum lot size—the PUD allows smaller lots 2. Minimum lot width—the PUD allows narrower lot widths 3. Reduced Setbacks—the PUD allows reduced front, side, and rear yard setbacks 4. Impervious surface coverage — the PUD allows an increased percentage of impervious surface coverage 5. Shoreland Overlay District—the PUD allows a smaller lot size, narrower lot width, and a higher allowable building height in exchange for an increased setback from the ordinary Page 2 high water level and a decreased maximum impervious surface coverage from the shoreland overlay district requirements for Oneka Lake. The developer is requesting the amendment to the fourth phase to create 25 detached single family lots, known as "carriage lots", where 24 twin home lots were previously approved. The requested amendment includes the following development standards specific for the proposed carriage lots in addition to the development standards previously approved: Standards Required Single Villa Twinhome Proposed Family Lots Lots Lots Carriage Lots Minimum Lot 10,400 square Smallest Lot: 5,417 square feet Size feet(SF)/15,000 Largest Lot: 19,201 square feet square feet Average Lot: 11,503 square feet (Twinhome) Minimum Lot 80 feet(SF)/100 65 feet 52 feet 86.7 feet 42 feet Width feet (Twinhome) Front Yard 25 feet 25 feet 25 feet 25 feet 25 feet Setback Side Yard 25 feet 25 feet 25 feet 25 feet 25 feet Street Setback Side Yard 10 feet 7.5 feet 6 feet 15 feet 6 feet (Interior) Setback (between buildings) Rear Yard 20 feet 30 feet 30 feet 30 feet 30 feet Setback Standards Required Single Family Villa Lots Twinhome Proposed Lots Lots Carriage Lots Maximum 30%maximum 45% 45% 45% (both 45% Building lots Coverage combined) Maximum Lot 50%maximum 60% 60% 60% (both lots 60% Coverage combined *Proposed changes with the PUD amendment highlighted in yellow. 3. CONTEXT: A. Surrounding land Use and Zoning The property is surrounded by parcels that are part of the Shores of Oneka Lake development, and zoned Planned Unit Development (PUD). The properties to the west and southeast are occupied by single family homes, the properties to the north and northeast are occupied by villa homes, and the properties to the south and east are city-owned outlots. B. Natural Characteristics of Site Page 3 The site is relatively flat with a wetland area to the north and a stormwater pond on the parcel to the south. The site has been previously graded. The proposed amendment does not include any additional wetland impacts. 4. ANALYSIS: C. Level of Discretion in Decision Making The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision regulations in the City Code. If it meets these standards, the City must approve the preliminary plat. The City has relatively high level of discretion in approving PUD amendments. A PUD amendment must be consistent with the City's comprehensive plan. The City may impose reasonable requirements in a PUD amendment not otherwise required if the City deems it necessary to promote the general health, safety, and welfare of the community. D. Consistency with the PUD and Ordinance Standards Preliminary Plat and PUD There primary revision to the plan is detaching the previously approved twin homes and creating narrower, detached homes, with one lot being added to the previously approved 24 lots. The proposed carriage homes have a building lot similar to the previously approved villa homes,which also received approval for a 6-foot side yard setback. The development is required to meet all of the conditions from the previously approved preliminary plat and PUD. The proposed plans meet the intent of the previously approved preliminary plat and PUD. The 25 homes proposed by the developer will bring the total lot count for the entire development from 218 lots to 219 lots, and result in a net density from 2.21 units per acre to 2.22 units per acre. This density is less than what would be allowed in a straight zoning single family development(3- 4 units per acre) and what would be allowed with a PUD (Up to 4 units per acre). The density is consistent with City requirements. Grading and Stormwater Management The site has been partially graded from the mass grading completed before previous phases of the development. There will be minor changes to grading with the proposed amendment. Park Dedication With the creation of an additional lot the developer will need to pay the park dedication fee of $3,400, in addition to the combination of land and fee as previously approved. Page 4 5. CONCLUSION: The site is currently within the Shores of Oneka Lake PUD and the plan layout maintains a development pattern that complies with the approvals for the Shores of Oneka Lake PUD. Staff has reviewed the PUD amendment and preliminary plat for consistency with the standards outlined in the City Code and finds that the application is consistent with all the standards. 6. RECOMMENDATION: Staff recommends approval of the amendment to the preliminary plat and PUD, subject to the conditions listed in the resolution. ATTACHMENTS: 1. Resolution Approving the Amendment to the PUD 2. Previously Adopted Resolution 2022-32 3. Location Map 4. Applicants Narrative with building elevations 5. Previously Approved Preliminary Plat with twin homes 6. Proposed layout of carriage homes 7. Carriage home examples RESOLUTION 2024-xx APPROVING AN AMENDMENT TO THE PUD FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL,LLC, FOR"THE SHORES OF ONEKA LAKE 4TH ADDTION" ON PROPERTY LOCATED NORTH AND EAST OF GOODVIEW TRAIL NORTH AND WEST AND SOUTH OF GOODVIEW AVENUE NORTH WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC, has requested approval of a PUD Amendment and one additional lot to the property legally described as follows: Outlot A, The Shores of Oneka Lake 2nd Addition WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Elmcrest Investments, LLC, for an amendment to the PUD, subject to the following conditions: 1. A PUD general plan is approved to allow the creation of 219 residential units and 10 outlots. The development shall be constructed in accordance with the application and plans received by the City on March 7, 2024 and March 21, 2024 except as amended by this resolution. 2. The development shall comply with the Shores of Oneka Lake PUD standards in Resolution 2022-32, as amended. 3. The new grading and utility plans are subject to review and approval by the City Engineer. 4. Plans shall be revised to show new lot line orientation for lots 8, 9, 10, and 11. ADOPTED by the City Council this 3rd day of June, 2024 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2022-32 APPROVING PUD GENERAL PLAN FOR M/I HOMES MINNEAPOLIS/ST. PAUL,LLC, FOR"THE SHORES OF ONEKA LAKE" ON PROPERTY LOCATED EAST OF HIGHWAY 61 AND NORTH GOODVIEW AVENUE NORTH WHEREAS, M/I Homes Minneapolis/St. Paul. LLC, has requested approval of a PUD general plan to allow approximately 218 residential lots and 10 outlots on the 131.66 acre property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the PUD general plan at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by M/I Homes Minneapolis/St. Paul. LLC, subject to the following conditions: 1. A PUD general plan is approved to allow the creation of 218 residential lots and 10 outlots. The development shall be constructed in accordance with the application and plans received by the City on October 22, 2022, April 5, 2022, April 19, 2022, April 28, 2022, and May 4, 2022 except as amended by this resolution. 2. Approval is contingent upon City Council approval of the requested rezoning of the 131.66 acre property and preliminary plat. 3. The PUD general plan is approved based on the finding that the proposed project is consistent with the City's Comprehensive Plan. 4. The developer shall comply with all conditions in the City Engineer's letter dated May 4, 2022 5. PUD flexibility is granted to allow: a. Flexibility to allow various lot sized with a minimum lot size of 5,417 square feet, where 10,400 square feet is required. b. Flexibility to allow various lot width with a minimum lot width of 52 feet, were 80 feet is required by ordinance. c. Flexibility to allow a minimum front setback of 25 feet, where 30 feet is required. d. Flexibility to allow various setbacks with a minimum side yard setback of 6 feet, where 10 feet is required. e. Flexibility to allow a maximum impervious coverage of a lot to be 60% , where 50% is required. f. Flexibility from the shoreland overlay district regulations as below: Resolution 2022-32 Page 2 Oneka Lake Required Proposed Setback from OHW 150 feet Over 150 feet Minimum Lot Size 20,000 s . ft. 5,417 s . ft. Minimum Lot Width 125 feet 52 feet Maximum Structure Height 25 feet 35 feet Maximum Impervious 25% Less than 25% Surface Area overall 6. The preliminary phasing plan is generally approved per plans dated October 21, 2022, revised May 4, 2022. Any major revisions to the phasing plan shall require PUD amendment. Minor modifications shall be reviewed and approved by staff. a. Phase 1 shall include: i. Permit shall be issued by MnDOT for construction of the roundabout at 1591h Street and Highway 61. ii. Start of construction of the roundabout at 159th Street and Highway 61. iii. The developer is responsible for the cost and construction of the roundabout at 1591h Street and Highway 61. The Letter of Credit for Phase 1 shall include the costs for construction of the roundabout. b. Phase 2 shall include: i. The roundabout at 159th Street and Highway 61 shall be constructed and functioning, with the first layer of bituminous, prior to issuance of a building permit for the 1 st building. ii. Park improvements: 1. An 8' bituminous trail,boardwalk, and landscaping shall be installed within all of Outlot G that is in phase 2. Final location of the trail and boardwalk shall be reviewed and approved by staff prior to installation. This shall be constructed by and paid for by the developer. 2. The trail locations and trail connections to the parks to the south and the connections to the development shall be reviewed and approved by staff. 3. Connections to the parks and development shall be installed. c. Phase 3 shall include: i. Park improvements: 1. The remaining 8' bituminous trail, boardwalk, and landscaping shall be installed within all of Outlot G. Final location of the trail and boardwalk shall be reviewed and Resolution 2022-32 Page 3 approved by staff prior to installation. This shall be constructed by and paid for by the developer. 7. Any development of Outlot C or A shall require PUD amendment and PUD General Plan submittal for review and approval by the City Council. 8. The building setbacks and impervious surface coverage requirements for the PUD are as follows: Standards Proposed Proposed Proposed Single Villa Lots Twinhome Family Lots Lots Minimum Lot Smallest Lot Proposed: 5,417 square feet Size Largest Lot Proposed: 19,201 square feet Average Lot Proposed: 11,503 square feet Minimum Lot 65 feet 52 feet 86.7 feet Width Front Yard 25 feet 25 feet 25 feet Setback Side Yard 7.5 feet 6 feet 7.5 feet Setback Rear Yard 30 feet 30 feet 30 feet Setback Maximum 45% 45% 45% (both lots Building combined) Coverage Maximum Lot 60% 60% 60% (both lots Coverage combined) 9. A stormwater re-use system, as shown in the plans, shall be constructed with the development. The final plans shall be reviewed and approved by staff. The system will be installed by the applicant, and owned/operated/maintained by the homeowner's association. A stormwater reuse agreement shall be reviewed an approved by staff and recoded at Washington County. 10. The developer has indicated that an HOA will be established for the development to own/operate/maintain community areas, landscaping, and the water re-use system. The HOA documents shall be reviewed and approved by staff prior to the recording of the final plat for the Phase 1. 11. The twinhome elevations shall be reviewed and approved by staff. Resolution 2022-32 Page 4 12. The developer must comply with the following, prior to Final Plat and Final PUD Plan application: Landscaping and Lighting a. The landscape plan shall be revised to include: 1. A landscape buffer, with evergreen trees, from commercially zoned property to the west. 2. A landscape plan for the roundabout, including irrigation. 3. Additional landscaping at key locations and focal points in the development. 4. Details for any monument signage and landscaping. b. The final landscape plans must be submitted for review and approval by staff. c. The developer shall enter into an easement agreement for access and maintenance of the landscaping with in Outlots B, E, F, G, and I. Streets/Access d. A permit from Rice Creek Watershed District shall be issued for the ditch crossing for construction of Street A. e. An access and utility connection shall be made on the west side of Outlot B. f. Adequate access shall be provided for maintenance to Outlot J. The access width and location shall be reviewed and approved by staff. Parks and Trails a. An additional off street trail shall be built if construction of a trail on the berm along Oneka Lake not be feasible. b. A trail or sidewalk shall be constructed on Street H to provide a connection to the proposed Oneka Lake trail. c. The developer shall provide details and specifications for the trail and boardwalk along Oneka Lake. d. The developer shall work with staff on Outlot G amenities and connections to the parks to the south. Resolution 2022-32 Page 5 Miscellaneous e. The wetland replacement plan shall be reviewed and approved by the Technical Evaluation Panel (TEP) and the City. f. An encroachment agreement shall be approved by Xcel Energy for improvement within the power line easement. ADOPTED by the City Council this 6 h day of June, 2022 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk r..1.59th.StreQ1 �� N'o ri ri gn f 157th StreetN° f G N I I 1■ G Street North— .� z;.:.. 'br 1 A. �- �. r ,W.W N N. .. r Parcel Boundary selection Parcel Boundary The Shores of Oneka Lake N Tr+n 4th Addition PUD Amendment mmmn:::�� Feet Location Map 11V1]'Ll A, F E6T.190d Hugo, Minnesota 1 in = -312.5 feet THE SHORES OF ONEKA LAKE ATH ADDITION FINAL PLAT AND PLANNED UNIT DEVELOPMENT AMENDMENT The Shores of Oneka Lake 41h Addition Final Plat INTRODUCTION M/I Homes of Minneapolis/St. Paul, LLC is submitting application for a Planned Unit Development (PUD) Amendment and The Shores of Oneka Lake 4rh Addition final plat. The preliminary plat and Planned Unit Development (PUD) were approved June of 2022 with a total of 218 lots including 109 single family lots, 40 twinhome lots, and 69 villa lots. Due to the market and high interest level we have seen in our carriage lots (narrower lots with detached, narrower homes), we are requesting a PUD amendment to change 24 of the twinhome lots to carriage lots. The requested amendment would result in an increase in the number of lots within this portion of the development from 24 to 25 lots, thus resulting in an increase in the total number of lots within the development from 218 lots to 219 lots. ABOUT M/1 HOMES M/I Homes has been in business for over 40 years and has built over 140,000 homes in 17 markets within the United States. They entered the Twin Cities Market in 2015 by purchasing Hans Hagen Homes. Hans Hagen Homes was founded over 50 years ago and was one of the largest and oldest home builders in the Minneapolis market. DEVELOPMENT STANDARDS The development standards approved with the preliminary plat and PUD will be generally adhered to with the addition of new standards for carriage lots. Below are the approved development standards with the addition of the proposed standards for carriage lots. The proposed standards are very similar to those of what has already been approved within the development. As shown in the attached elevations, our carriage product is fairly similar in height to our villa product (a difference of only about a few feet depending on the plan). The carriage product is also much narrower. We have provided examples of communities throughout the metro area that have our carriage product with similar setbacks to what is being requested. Standards Required Single Family Villa Twinhome Proposed Lots Lots Lots Carriage Lots Minimum Lot Size 10,400 square Smallest Lot: 5,417 square feet feet (SF)/15,000 Largest Lot: 19,201 square feet square feet Average Lot: 1 1,503 square feet (Twinhome) Minimum Lot 80 feet (SF)/100 65 feet 52 feet 86.7 feet 42 feet Width feet (Twinhome) Front Yard 25 feet 25 feet 25 feet 25 feet 25 feet Setback Side Yard 25 feet 25 feet 25 feet 25 feet 25 feet (Street) Setback Side Yard 10 feet 7.5 feet 6 feet 15 feet 6 feet (Interior) Setback (between buildings) Rear Yard 20 feet 30 feet 30 feet 30 feet 30 feet Setback Page 1 The Shores of Oneka Lake 41h Addition Final Plat Standards Required Single Family Villa Lots Twinhome Proposed Lots Lots Carriage Lots Maximum Building 30% maximum 45% 45% 45% (both lots 45% Coverage combined) Maximum Lot 50% maximum 60% 60% 60% (both lots 60% Coverage combined) DENSITY With the addition of a lot, the density will not be significantly affected. With 218 lots and a net acreage of 98.65 acres,the net density was 2.21 units per acre. With the addition of a lot and a total of 219 lots,the density will increase to 2.22 units per acre. HOMEOWNER'S ASSOCIATION (HOA) Oneka Shores Master Association, Inc. is structured as a Master Association with three sub-associations. Supplemental documents for Oneka Shores Master Association, Inc. will be prepared in preparation of recording of the Final Plat. The lots within the 4rh Addition will not be HOA-maintained but will be part of the Master HOA. The Master HOA has restrictions on outdoor storage, parking (no boats, campers, or trailers), fences, and sheds in order to keep the community looking orderly and well maintained. Page 2 The Shores of Oneka Lake 41h Addition Final Plat c+�o-*AM aanuK.r R!]t��r c�auMK.r�� PTM k niiii , ,.,RM um s aaRhpeM rRrt — — —— GGu�M�]l� [ LPOR WARM TI s a rna� +Q�rraa �A TrfCrl p� K*AQ OFYf{91F {r'� Q'Ok Y rFd1 p p n++* vm ky� LM� I eaw llllllllll fm 28'_O,r 01 FRONT ELEVATION A Proposed Carriage Plan - 8 radley Page 3 The Shores of Oneka Lake 41h Addition Final Plat * avRiq• ca+waa boas 4r 00WK"*"4w �Ox 4 KTJ� 6'Ox PO1L C Cal �� ® ® iM�1 r02 Ira DO gun 4'M" ®® ga irm m IIE m FM ffffm��� 28'-0„ bi i1}FRONT ELEVATION A -� Proposed Carriage Plan- Eve►aii Page 4 The Shores of Oneka Lake 41h Addition Final Plat n•PNNRC rn 6•T*" Ste. �E{�Y3 RCYaE� L1�N�NlGl�Sl�fiE�R 19F1101T•JIGLE �V/ vim T NN 6•TieTAI o•oH u•ox FM a•awl ANq 7�T {Sty LP GR w �l> r rui a•cuw�e vxn�nrt i6+bi lP 9R�MI�L� —— 5M rITLN� �yJNYI b { wPAlL aMIrm i'OH Qµ •1�7 ill OR F•7W y Maw Von 7W OR WLRN ®® ® � .� w 00 EM® = =1W MORJWWAL OUM ® ® ao'A" i FROM1IT EIEVATI0N A 3R�-7� Proposed Carriage Plan - Hannah Page 5 The Shores of Oneka Lake 41h Addition Final Plat s•7m iMkTM U ft"VW CoaWLIO lb FEW wm v,m a rna+ pffm M,CL Ir a•Tw Ell 0 •Casa VWYL TM OLLLJ K-Afiwm HV4 •To, s•a� 16•,WK E3 El —fl CORL12 wAP D �� LLJJ..LLJJ..LL�JJ..LLWW ® ® 4'TU LP CR F 14�I? r 11�7 a near W CO—Wk ® ®� �4RI20hR4 3�FG MEper It M11 Mill l l t FRONT ELEVATION A Proposed Carriage Plan - Reece Page 6 The Shores of Oneka Lake 41h Addition Final Plat .naeIM dNPRd aar�w P t,6eirM I Y LUXON ��JJ RTIGL�� VOW C•' �a 6u 16Y1 6br DAM R1-w Y-w Sd-0MD N W-6zw ft-M 6+-0+ copes=N .lie rna s e fiedj 11771C1YM n'rn enr+ Kt\a TM •'�+IG� axIL PPS oWMEMMG NOd fR i wyni7 w ® w.r Q+ 1�f1 •a4.i mr �F o^anan�+mn� ICI ITIIIIIIII I�IIITIIIIITI rCAM w r rim erpR r UN 0:16 C1x W.4J_LJ.� LJ.LJ.LJ.L.W WJ.LJ.�.W *VK IOM +ClR 711f1 FRONT ELEVATION•A STONE 1 �.._. Existing Villa Height -Amelia Page 7 The Shores of Oneka Lake 41h Addition Final Plat e Y-dw Ra+1-Nod IV MATE.owr MEFEME.sw� a Lr ML-Mn."1"w- �Mrwn ilMu.4nrnw n E I I MMs! smasw W*" mown W&""MEE !CN& M.Ap" Y nawMn rt d+� C #■dfP+ Ir P *WI ® LJ.J.I.I.LJ.W LJ.J.J.I.LJ..W®I.I.LJ.J.I.L.W 3 67RA1'sR Y�{tl�6 I I ICI I I I InI I I I ICI I I I InI I I I ICI I I I InI GaR#R�wlr6xT+ LJ.J.I.I.LJ.W LJ.J.J.I.I.L.W®'I�.'I.ILJII'I.'I.IL.I IWnnI'' Ir- -4mGOINN 61 4 } m®®I.I.LJ.I.I.L.W r C1eT 610N ucmv — 4*W+fMbt S 1 H I I I 1 I 1111 ®� 6�pE 1r V9lEME� 3J#71l1 �E�I R'I! H+Tp! +C9L9R j�FRONT ELEVATION A-STONE _ �5 Existing VON Heighi Cedarwrood II Page 8 The Shores of Oneka Lake 41h Addition Final Plat �f P ERD PIr.TT. i� J iRAl JlOL7I� iR+04avi Up*MGr.'-E E4J .d Im r+T P 4(GKprtd P LOP=" ® Q •gyp p;• F 4'•I W'FL-E�mw i 6i11M 7�` 6'.Et1 E0+r-hQ PI1d !1 d1�,YT16�6 u ex rW T$' Y WiV CR.IIY # � MkoM rt r MMrIl� Wwifl�El Mtn i �MM w'iYG 4414 1U4 ■r Rk"M w,9 .�.,....1IL W�J.I.L.LW M G�Pe�e nd+ f 71R{ 111 Mho Opw yrc�y iyt rrJA"m"LL !LGl�•71[ ALL ®®® ® ].;�.I ® 61LYE•9812 mm=0 um su TLE xu�n #*4M IgOVL M•rALL&QtAM FRONT ELEVATION-A STC]NF ExIsling Villa Heighl -Willow II Page 9 I 1 I "308 — _ M SEE SHEET15 7 .'�{/ 19 \ I . I AN• / BC.Y.OFCL.3 r�,Z50 18 x { I ' 1 I v-I ICI ..I11�• �e� I o RIP-RAP 'mil 251 17 ,�•• I\ i — IQ• \...- V r IA PI V OF-. - I- )�'•, /� .� 3q _\ ••�.�'` W t I ° 10UTLOT / 252 16 A L o �20� / as 15 14 13 12 11 253 10 9 26 ,•-r�s�•• M �� Via. m I i—_ � 's, •• v / vv 254 25t 256 257 258 <<9 -�� I 262J d I \ I I I�• 307 i E --.... 939 I�1 I 249 SOG OUTLOT B /' v 9 .o r_ G� i / �93� I �I I _S0G (pia' �'� I I v: / / ;g `•� \ __ - _ 9 •5 ,M/ SLiSc l , � T I \ °4• // • i/�off✓ / \ �_, , .� ,I 3a° From Preliminary Plat and PUD ( IJ34.2 D.BDX 93 approved June 6 2022 roI �g D BEET Dior. 34. DE EISIS \ s II� I I /�• 1 V �1 A 4 ��� .. ��8�0r a.� Hc2 06 ' I4 I \1 // M� l - t - h�yD3�roF l l^ 32 Y� I �/ \�I � / D \ MNl,/ In j N vo(y)Mrrl � 10 / / 32.5 32.7 3.9 b •,93.0 I /r / / D• ,(� 5 / on O 'O M L .°;e+"I _ /'93•8 I �_ I � S , t ..��; 287 � 9 s 9 9 - III 'L- i � SOG /A � � I I �// � �.o D• M�L� `L O(/) 8M ,- � _� M J0�' 271\ \ —�� � /I i� � '�� J'•1' ��� I�onO v lM ��o� �� ���m 1 28 / � � / I I � �� ��/� 28 19 20 - C I / I 3 // � I 2 �__v� �" I g � _ _� ,.� 1_2851 I 1115 16 11280 �2791 27�& // O -�o ••: _28145 142831 I 282 281I - - OUTLOT B / 411 ' . 2 „, � .D.. -- ---- --- �4 s / / ', • l I< g o( Y / � 30.0 .0 • ••••%a RIP-RAP / 40••/ 303 ;.' ���� / //� 92 1'�AINTENA A.��,Fv. • 9is �L �� '�S M '/// a'///// / ' i //• / \\ \ p�nw�/� / / - �-- ----- - -----NyL_ Mi ---� \ ••. 176 O o CL.3 —`-- I w �i \ Q M L h ^7 / • RIP-RAP / 8`, (/) l/ '�' g`L/ ••• f30 \ \ l9hh\�O \'\ / 8 'O)� °' /• / INSTALL SILT FENCE \ �04 s / LLI /--_ / j / • / \ (` M \/ �/ 7/• / IMMEDIATELY AFTER P7 / W / //�/// G �p�// • /�` / \ y0iF' ,y0y-_ V'X \ / OUTLET STRUCTURE / Ov, • '`\�+ / ,yO \ / 0 �• �N \ / INSTALLATION \�\ • •. 22 INSTALL SILT FENCE OUTLOT I �' / . • � �`'g \-. ">/\ '- l�v 7 \�. / \ • AFTER GRADING IS \ 4h 4 — — — — —I — — — — — — — — — — — / �/ //� // \\\ 99•jh� \\\ / C! .y -�66. / a e \ — 1/• / ?/gr_y \� / I • //�,/'�/j/� �I ��/••.'•o � � \ \ �lv`I5 \\ ��� POND 300 �\ / #(r h \ \ NWL = 927.0 i�// v ik� / a�/�•; \8 // py0 ,/ // \\ \ j\\ / 100 YR HWL = 928.3 ti / a+•�I / / I\ • // \ \\ 9�7•\\O \ \ / �l�/ / / \ �\ `� / 8 C.Y.OF CL.3 _/ // \\ V G sp ,6040 +VM O.: \ L✓2`�/•• / RIP-RAP y\\ OUTLOT J \ / J e- I 1--- m ` }`O / fc -pO, • �p / 9 C.Y.OF — — — — — — — — — - �f'j�'� j{F I I x (/�Mo / p�7_h� �\ \/ • / R I P-RAP I �,I" 1' i ;I. r n 4 Gb .� � � +6y\O \ \ �•7 /(3�/aN > •/// ..yz _--- I {' I 1� I •' �$�' 00 V 1l \\\� 294 - -------------- __ l / I II hN O O �' rt'/ •\ ��•Y.NO \ / --i I I 1 :III �� •� / n � / \ `�"7 / \ \/ -� --- - 3 ••••••••���3��••\• _�_q�� . I 1 �.3 3X / 2 Ebb�a000000ddd II o•... 3�,... o00 oon�ao ood I `� oaa•00000.... o000000� 295 bbob000da 000SdEd0000�00000000000 � � °p°oaQa••. \ DD 4 gI' �-------tea•_T B '�' 29 6 '�ti --- --- --------------- - ----- -- ---------E --- �a OUTLOT T. .-i6 o EX.35.0., V I / c) I /V /V Fri 0 25 50 IDO (IN FEET) BENCHMARKS — 1.Minnesota Deportment of Tronaportati,, — 430M)tic E51eD 5t933.90 ft.4(NAVO 88)1919 e O Is 2.Minnesota Deportment of Transportation / N DeodetiC GSID Station No.93703(Name: �1./ /� PEARS ON MNOT)-Elev.=934.71 ft. \ \ C '/ A (NAvD 88) \ \ > \ 0 n' L r 3890 PHEASANT RIDGE DR HE Revisions: CARLSON SUITE too neabvee ifvtnatenieplan,epenapaupn PrineName: Bri 1.Krvsm6ak,P.E. Dawn: LOC z/2s/23Rovls,Layout par Clt Comments. M/I HOMES OF MINNEAPOLIS LLC PRELIMINARY GRADING 13 ENRVEYI_ RLAINEr MN 55"9 or report was prepared by me or under my 2.4/27/22 Revise Lavont per City Comments. T THE SHORES OF ON EKA LAKE EURVEVING direct supervision and that I am a duly Signature: _ /L Designed: WK 3.5/4/22 per City Comments. Of M_.CAI N FAX 783.48.7900 4.s/19/22P,C,tyCnmmente. 5354 Parkdale Drive,#l00 y &EROSION CONTROL PLAN �• ENVIRONMENT FARLSONMCCA1B Licensed Professional Engineer under 5.6/10/22 per City Comments. Hugo, Minnesota GRLEONMCCAIN.COM the laws oF the State ofMinnesota Date: 10/21/21 License#:25063 Date: 10/21/21 St. Louis Park,Minnesota 55416 22 f:yobs\es5r-eeeo\seas tlell Webb-M1ugoWa catlkngimm�ng\prelimine�y�eebs ga::...f,. #8869 Proposed layout of detached carriage homes �EE DETAIL ++++ --- / + + / n z ® ++� + +/� 100 R HWL - 930. 7 ° ®� ++ + // \// / INSTALL SILT FENCE -- ® cb / ++ / � /// AFTER GRADI G IS k o,`�'/ ++ C.Y. OY Ct. COMPLETE Ov ® I _ a ++ ++� d ® ® °O° ® o— ® --- qN I I 934 HANNAH HANNAH HANNAH � NNq y I HA NN,q HANNAH H I O O ' I � _ -- ---ygNNgy I � � �---_____ — --\ HANNAH -------Hq NqH ------- i i 0 / ----__ HAN I � ' I HANNAH co i I I —00, < ° ° d 1 ' \ / ° , • � 80� _ ° a o ®— � ;-- �- - d I d ® � a SIDE'� \ '�r- % 060 — — f ' ® N a SHOT o I LO N\V / I _ o _ I HdNNdH HV V/4 N b��bN 3g c 3 X ybNNyy I I HdNNd d c 8.6 I I I HVWMVH HVNNVH HdNNdH \ _- \ ` p / \ A / a 28 y d nd . __j 32 ° o9 o ® _ - - - - - - - 28 ���� c� ® j�A� / o PLC/2 _ _���\ � j/ /'��� I TE �%/��/— ��/\ \/ / \�2/ 92 / ® WL- o BENCH \ \ o / 276 / � �\ ®; % 92Q \ E tO cr) �/ � 30 C.Y. OF CL.3 RIP-RAP. (EXTEND TO BOTTOM OF POND)9 vv\ / INSTALL SILT FENCE \ v/ 7 0 0 \j/\ IMMEDIATELY AFTER275 OUTLET STRUCTURE � �\�� `So, Ennui Plan O ewranvun p in Ni Cr�k I ,mngmn.MN nnngmn.MN wmrea�vszno mmHg mwaaw aana &1 �1912 wnv® Had mna Enli anna -a.ass I, XanuN Ran p Pae[a%an iJ mrvnglon.MN "rout n.MN 9mm�Ael8aaF990 SnNn9 a S422 w Agenda Number D.2 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Liberty Classical Academy. Site plan and conditional use permit request for and approximately 33,500 square foot building addition and associated parking at 10158 122nd Street North. DATE: May 1, 2024 for the Planning Commission Meeting of May 9, 2024 ZONING: Hugo: Agricultural (AG) May Township: Rural Residential LAND USE: Hugo: Public/Quasi Public/Agricultural May Township: Rural Residential 60-DAY REVIEW DEADLINE: June 10, 2024 1. DESCRIPTION OF REQUEST: The applicant is seeking approval of site plan and conditional use permit (CUP) an approximately 33,500 square foot building addition to the existing school and associated parking on the property located at 10158 122nd Street North. The building addition includes classrooms, a gymnasium, and other learning spaces. There are stormwater management facilities and the septic systems that are proposed to be located in May Township. The applicant is requesting a CUP in May Township for these associated services proposed to be located in May Township. Staff has been coordinating with May Township on the review of the requests in both communities. The request in May Township is for a CUP for accessory services for a school expansion such as a septic system and stormwater management facilities. May Township Planning Commission will review this at its May 30, 2024, meeting. Liberty Classical Academy Site Plan and CUP Page 2 2. BACKGROUND: The property was previously used as Withrow Elementary school in the Stillwater School District. The school was closed in 2018 and has been vacant since that time. Liberty Classical Academy private school has purchased the property and has occupied it for the last few years. The school is currently used be used for their pre-k through 2nd grade education program. With the building addition the school have pre-k through 2nd grade and the high school students. The applicant has purchased additional property in Hugo and May Township Staff understands from Liberty Classical Academy that there is a goal for a school campus at this location. The applicant has stated their desire to have elementary, middle, and high school locations on the site. At this time, they are only requesting approval of the approximately 33,500 square foot addition, with parking, stormwater management, and septic system. There is an existing home and accessory buildings on the property. They are in a life estate/trustees deed to allow the existing house and accessory buildings to be used by the sellers children for a specified amount of time. This area will be remain as is. 3. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, west, east, and south are zoned Agricultural (AG) and are occupied by agricultural uses and homes. B. Natural Characteristics of Site The property is Hugo is approximately 37 acres and consists of the existing elementary school and associated fields and parking. The property does not have wetlands on site. The property is May Township is approximately 45 acres and has a wetland along 122nd Street and a wetland in the northeast corner. 4. ANALYSIS: A. Level of City Discretion in Decision-Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposed application meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the conditional use permit. Liberty Classical Academy Site Plan and CUP Page 3 B. Consistency with Ordinance Standards Conditional Use Permit Schools are allowed in the Agricultural (AG) zoning district as a conditional use. There are criteria that is evaluated for the conditional use permit and the applications meet the necessary criteria to approve a permit. Staff evaluated the project subject to the criteria below: A. The proposed use is permissible bylaw. The use is permissible by law. B. The proposed use is in keeping with the spirit and intent of this chapter. The spirit and intent of the ordinance is to allow a school in the AG zoning district as a conditional use. The performance standards requires the school to have its principal entrance from a state highway, county road, or city collector street. The school's principal access will be from County Road 57/Keller Avenue. The project meets the spirit and intent of the ordnance. C. The proposed use is compatible with the city's comprehensive plan, and the character of the surrounding area. The property is guided as Public/Quasi Public/Agricultural in the 2040 Comprehensive Plan. The types of development anticipated to be located in Public/Quasi Public include schools, libraries, community centers,places of worship,play fields, and parks. The types of development anticipated to be located in Agricultural include farms, horse stables and riding areas, livestock, such as cows and pigs, and open space. Schools are allowed in the AG zoning district in the City Code. The location has been a school for several years. The applicant is requesting approval of an approximately 33,500 square foot addition. The total square footage is approximately 66,500 square feet, typical size of an elementary school. The applicant is preserving trees and providing transitions from property lines to the school. The school is compatible with the comprehensive plan and character of the surrounding areas. D. The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The school will have adequate drainage, water supply, electrical, gas, and septic service. E. The proposed use has adequate road access, and does not reduce the safety or capacity of the public road system. Road access shall be no lower than the regional flood elevation. The access to the school will be from CR 57/Keller Avenue and is controlled and managed by Washington County. The applicant has been working with Washington County on the access Liberty Classical Academy Site Plan and CUP Page 4 location and intersection improvements that will include corresponding turn lanes. The school has adequate road access. F. The technical evaluation of the floodplain, if required, accurately represents the conditions and boundaries of the floodplain area, as well as correctly represents the proposed use's impact on the floodplain. There is floodplain is located on the north east portion of the site and is not proposed to be impacted. G. The proposed use may not create a danger that materials may be swept onto other lands, or downstream to the injury of others, or block bridges, culverts, or other hydraulic structures. The use is not proposing to create dangers downstream or block bridges, culverts, or other hydraulic structures. H. The proposed use will not damage or reduce the benefits the public receives from public waters. The proposed use will not damage or reduce the benefits the public received from public waters. They are not proposing any impacts to wetlands or waterbodies. I. If located in the shoreland overlay district, the waterbody will be able to safely accommodate the number, type, and uses of the watercraft the project will generate. The proposed use is not proposing to have access to a waterbody. J. If located in the shoreland overlay district, all structures and facilities are screened from view from public waters. The building addition is not located in the shoreland overlay district. K. If the permit is to approve a wetlands replacement plan, the plan is in conformance with the rules of the state board of soil and water resources for such plans. The project is not proposing any wetland impacts. L. The applicant or operator shall obtain all necessary state and local permits for the conditional use. The applicant shall be responsible for all necessary state and local permits. M. The proposed use is adequately buffered and screened from noncompatible land uses and public rights-of-way School are allowed in the Agricultural zoning district and the Public/Quasi Public land use in the 2040 Comprehensive Plan. Staff is recommending additional landscaping around the parking area and along Keller Avenue. Liberty Classical Academy Site Plan and CUP Page 5 Site Plan Elementary School Addition The site consists of the school and gymnasium and is approximately 33,500 square feet. The applicant is proposing an approximately 33,000 square foot addition to the north side of the building. There will also be an addition to the existing parking lot on the east side of the building. The additional parking allowed for better circulation for drop-off and pick-up. The school does not have busing, it is all parent drop-off and pick-up. In May Township the applicant is proposing stormwater management facilities and the new septic system for the existing school and building addition. Setbacks All setback requirements have been met with this application. Streets and Access The property is located on County Road 57/Keller Avenue and County Road 7/122"d Street. The existing access points on County Road 7/122"d Street. Washington County requires specific spacing between access points and requirements road improvements, such as turn lanes, when vehicle trips reach a certain thresholds. Since there is not enough room for the road improvements to be built with the existing access point spacing they will be closed with one access remaining for emergency purposes only. The new property access to the property is located on County Road 57/Keller Avenue. In working with the Washington County the applicant proposed this location to meet intent spacing and road improvement requirements. There is a north bound right turn lane proposed into the school property as well. The septic system is located in May Township and there is an access driveway shown on County Road 7/122"d Street for maintenance access. No turn lanes will be required at this location and will be gated. The applicant will need to obtain an access permit from Washington County for the access points and improvements. Parking The City ordinance requires one parking space per classroom plus one parking space for each 100 students for the elementary schools and middle schools area and 1 parking space per class room plus one parking space for each 4 students. Special event space, like gymnasiums are calculated separately at one parking space per 3 seats, based on capacity size per building code Liberty Classical Academy Site Plan and CUP Page 6 requirements. The required amount of parking for the site is 264 parking spaces. The plans show 205 parking spaces. The applicant has plenty of space to include additional parking, however, staff believes the amount of parking is adequate for the school. Staff recommends the applicant revise the plans to show proof of parking, that would be constructed at any time deemed necessity by the City. The main parking area is at the east side of the building designed as a driveway/drop-off area to access the main entrance of the building. Sidewalks/Trails There are not trails along the adjacent County Roads. The sidewalks proposed within the site are provided by the school. Landscaping The City ordinance requires 55 deciduous share trees, 28 coniferous trees, 28 ornamental trees, and 183 shrubs. The landscape plan meets the ordinance standard with multiple varieties of trees and shrubs on the site. Staff recommends the landscape be revised to include additional landscaping around the parking areas and driveways and to the east of the building along County Road 57/Keller Avenue. It is also unclear if the existing trees will remain along County Road 57/Keller Avenue, staff recommends that they be preserved to the best they can. Staff continue to work with the applicant on the revised landscape plan. Lighting The applicant has provided a lighting plan for review. Generally the plan meets the ordinance standards, however, in order to reduce the impact on the surrounding properties staff recommends that some of the pole lights be removed or relocated. Staff is also recommending timers and dimmers on the lights. Building Materials and Architecture The building materials for the school addition consist of brick,precast stone, textured precast panel walls, and lap siding that resembles wood. These materials are consistent with the existing materials on the building. There will be vertical and horizontal changes in materials. The existing building has some materials that are hard to match exactly, however the applicant has been a good job finding cohesive materials and colors to best match into existing building. The building is one story and designed similar to the existing building. The building addition roof lines will be a staggered flat roof line design with varied undulations in the facades to break up the building walls. The applicant has created defined entrances with different roof heights and vertical mix of building materials. Liberty Classical Academy Site Plan and CUP Page 7 A majority of the building height will be 18 feet, except the gymnasium area that is 31.5 feet. The maximum building height is 35 feet in the AG zoning district. There will be small 1,200 square foot building for the controls for the septic system in May Township. It will be built with materials consistent with the proposed addition. Drainage and Grading The site is within the Brown's Creek Watershed District(BCWD), which reviews and approves grading and drainage, and will be required to get a permit from the BCWD. Conditional approval of the permit is anticipated at the June 151h BCWD Board Meeting. The applicant has been working with BCWD and City on the plans. The City is reviewing for all requirements more different or stringent than the BCWD standards. The plans show a stormwater facility on the southwest area of the parcel in May Township. The applicant is proposing to irrigate the green space on the property with stormwater use from the proposed pond. Grading is proposed to be completed for the entire property for site balance and to ensure there is enough water to the pond for stormwater reuse for the school. Utilities Existing and phase 1 of the school will be served by well water. The Applicant has worked with a consultant on permitting these wells through the Minnesota Department of Natural Resources. The property is located outside of Hugo's Municipal Urban Service Area(MUSA) and the site therefore requires an a septic system. Due to the size of the septic system, the Minnesota Pollution Control Agency(MPCA) is required to permit the system. Staff has been in contact with the MPCA and they have stated from the plans they have the system and design look feasible. However, it is a long process for review and approval with the MPCA. It is anticipated that the MPCA review, including the public comment period, could be completed by October 2024. The septic system is located in May Township and there is an access driveway shown on County Road 7/122"d Street for maintenance access. The addition to the school is located where the existing septic area is located. Interim sewer facility panning will be required to be provided for review until such time the septic system is permitted and constructed. 5. CONCLUSION/RECOMMENDATION: This request is for the 33,500 square foot building addition to the existing school and associated parking lot. It is in staff s opinion that the proposed school addition meets the criteria for approval for a site plan and CUP and meet the ordinance standards in the City Code. Liberty Classical Academy Site Plan and CUP Page 8 Staff recommends approval of the site plan and CUP request submitted by Liberty Classical Academy for the property located at 10158 122nd Street North, subject to the conditions listed in the resolution. ATTACHMENTS: 1. Location Map 2. Approving Resolution 3. Draft CUP 4. Engineer Memo Dated May 6, 2024 5. Washington County letter Dated April 23, 2024 6. Applicant Narrative 7. Site Plan Submittal with Building Elevations Liberty Classical Academy a � ess F� .i / 9 Af May Township 0 Parcels 1 in = 645 Ft City Mask N A/r CITY OF May 6, 2024 -� EST.1906 Map Powered By Datafi WS67 RESOLUTION 2024- APPROVING A SITE PLAN AND CONDITIONAL USE PERMIT REQUEST FROM LIBERTY CLASSICAL ACADEMY SCHOOL TO ALLOW AN ADDITION ON THE EXISTING SCHOOL LOCATED AT 10158 122' STREET NORTH WHEREAS, Liberty Classical Academy has requested approval of a site plan and conditional use permit (CUP) for an approximately 33,500 square foot addition and additional parking to be constructed on to the existing elementary school on property located at 10158 122nd Street North that is legally described as follows: See attached. WHEREAS, the Planning Commission has reviewed said site plan and CUP on May 9, 2024, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan and CUP for Liberty Classical Academy with the following findings and conditions: Findings: I. The use is permissible by law. 2. The spirit and intent of the ordinance is to allow a school in the AG zoning district as a conditional use. The performance standards requires the school to have its principal entrance from a state highway, county road, or city collector street. The school's principal access will be from County Road 57/Keller Avenue. The project meets the spirit and intent of the ordnance. 3. The property is guided as Public/Quasi Public/Agricultural in the 2040 Comprehensive Plan. The types of development anticipated to be located in Public/Quasi Public include schools, libraries, community centers,places of worship, play fields, and parks. The types of development anticipated to be located in Agricultural include farms, horse stables and riding areas, livestock, such as cows and pigs, and open space. 4. School are allowed in the Agricultural zoning district and the Public/Quasi Public land use in the 2040 Comprehensive Plan. The location has been a school for several years. The applicant is requesting approval of an approximately 33,500 square foot addition. The total square footage is approximately 66,500 square feet, typical size of an elementary school. The applicant is preserving trees and providing transitions from property lines to the school. The school is compatible with the comprehensive plan and character of the surrounding areas. S. The school will have adequate drainage, water supply, electrical, gas, and septic service. Resolution 2024- Page 2 6. The access to the school will be from CR 57/Keller Avenue and is controlled and managed by Washington County. The applicant has been working with Washington County on the access location and intersection improvements that will include corresponding turn lanes. The school has adequate road access. 7. There is floodplain is located on the north east portion of the site and is not proposed to be impacted. 8. The use is not proposing to create dangers downstream or block bridges, culverts, or other hydraulic structures. 9. The proposed use will not damage or reduce the benefits the public received from public waters. They are not proposeing any impacts to wetlands or water bodies. 10. The proposed use is not proposing to have access to a waterbody. 11. The building addition is not located in the shoreland overlay district. 12. The project is not proposing any wetland impacts. Conditions: 1. A site plan is approved to allow construction of an approximately 33,500 square foot square foot addition with the plans dated March 6, 2024, March 29, 2024, and April 29, 2024. 2. The applicant shall obtain all necessary local, state, and federal permits. 3. The site plan and CUP is subject to approval by May Township for the stormwater facilities and septic system located on May Township. If not approved, the plan will need to be revised to relocate the stormwater facilities and septic system. 4. The applicant shall preserve as many trees along County Road 57/Keller Avenue as they can. The plan shall be reviewed and approved by staff. The applicant shall include additional landscaping around the parking areas and along Keller Avenue. The landscape plan shall be reviewed and approved by staff. 5. The plans shall be revised to include the correct existing and proposed right-of-way. 6. The plans shall be revised to show proof of parking. The parking shall be constructed at any time deemed necessity by the City. 7. The applicant shall enter into a development agreement with the City including financial securities for the public improvements required. Resolution 2024- Page 3 Prior to Grading Approval: 8. All items on the Engineer's memo and "red-line" detailed engineering comments that have been sent directly to the applicant's engineer dated May 6, 2024, shall be addressed. 9. The applicant shall obtain a Notice of Decision from the Technical Evaluation Panel (TEP) for wetland modification. 10. The applicant shall obtain approved plans and permit from the City of Hugo as approved by the City Engineer. 11. The applicant shall obtain approved plans and permit from Browns Creek Watershed District. 12. The applicant shall obtain approved plans and permit from the Minnesota Pollution Control Agency for the septic system. 13. The applicant shall obtain approved plans and permit from the Minnesota Department of Natural Resources for the wells. Prior to Building Permit Approval: 14. The applicant shall obtain approved plans and permits from Washington County for the accesses and required improvements to CR 57 and CR 7. 15. A final lighting plan shall be reviewed and approved by staff. 16. The building materials shall be reviewed and approved by staff. Prior to issuance of a Certificate of Occupancy: 17. All required road improvements shall be complete and functioning on CR 57 and CR 7. 18. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities and applicable utilities. 19. A maintenance agreement for the stormwater management facilities shall be recorded against the property. Resolution 2024- Page 4 ADOPTED by the City Council this 3rd day of June, 2024 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: ADDRESS FOR WHICH CUP IS GRANTED: 10158 122nd Street LEGAL DESCRIPTION: See Attached(Exhibit A) OWNER: ZONING DISTRICT: Restricted Industrial (RI-1) THIS CUP ALLOWS FOR THE FOLLOWING: An approximately 66,500 square foot school with associated parking lot, all in accordance with the attached site plan (Exhibit B) THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The total square footage of the school shall be approximately 66,500 square feet. 2. The property is subject to a development agreement and Resolution 2024- in the City of Hugo and Resolution 2024- in May Township. Prior to Grading Approval: 3. All items on the Engineer's memo and "red-line" detailed engineering comments that have been sent directly to the applicant's engineer dated May 6, 2024, shall be addressed. 4. The applicant shall obtain a Notice of Decision from the Technical Evaluation Panel (TEP) for wetland modification. 5. The applicant shall obtain approved plans and permit from the City of Hugo as approved by the City Engineer. 6. The applicant shall obtain approved plans and permit from Browns Creek Watershed District. 7. The applicant shall obtain approved plans and permit from the Minnesota Pollution Control Agency for the septic system. 8. The applicant shall obtain approved plans and permit from the Minnesota Department of Natural Resources for the wells. Prior to Building Permit Approval: 9. The applicant shall obtain approved plans and permits from Washington County for the accesses and required improvements to CR 57 and CR 7. 10. A final lighting plan shall be reviewed and approved by staff. 11. The building materials shall be reviewed and approved by staff. Prior to issuance of a Certificate of Occupancy: 12. All required road improvements shall be complete and functioning on CR 57 and CR 7. 13. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities and applicable utilities. 14. A maintenance agreement for the stormwater management facilities shall be recorded against the property. Dated: , 20 . } SS. STATE OF MINNESOTA COUNTY OF On this day of , 20_, before me, a Notary Public within and for said County, personally appeared , , to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. Notary Public Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2024, before me, a Notary Public, personally appeared Tom Weidt, Mayor of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 wsb May 6, 2024 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Liberty Classical Academy WSB Project No. 024187-000 Dear Ms. Juba: We have reviewed the Site Plan and Conditional Use Permit submittal for the Liberty Classical Academy site. We have reviewed the following information related to this application: ° Liberty Academy— Civil and Landscape Plans by Kimley-Horn dated March 29, 2024 Z Stormwater Management Plan updated March 29, 2024 by Kimley-Horn m Water Supply Memo prepared by SEH, dated October 6, 2023 CD While we have reviewed preliminary plans for the site and offered preliminary comments to the LO applicant, the review provided below is focused on the 33,500 square foot school additionportion cc of the project. Based on the review of the documents submitted, we offer the following N Engineering comments related to this application: General/Access/Grading 1. Current access to the existing school is located on County Road No. 7 (122nd Street N.). This access location is in close proximity to the County Road No. 57 (Keller Avenue N.) LO intersection and is proposed to be relocated for safety and operational improvements. Z 2. For both CR 7 and CR 57, the Washington County access spacing guidelines are '/4 mile (1,320 feet). Washington County had provided preliminary feedback because the size of the parcel and other constraints prevent the school from meeting these guidelines. a 3. The new school access on CR 57 and the access to the septic area fall short of meeting the access spacing guideline, however the spacing has been maximized and the existing school Q access is proposed to be relocated, both of which Washington County is supportive of in their rn April 23, 2024 review letter. 4. Washington County is requiring a right turn lane be constructed on CR 57 at the entrance to N the school as well as a southbound right turn lane on CR 57 approaching CR 7. W 5. The proposed access for the septic system will not require any turn lane improvements at this D time. Right and left turn lanes will be required when the buildout of the future phase occurs U) when access from CR 7 will be required. The septic system access should contain a gate or chain restricting access for only septic purposes. W 6. The improvements to CR 57 will require Washington County permitting and will be required to be completed prior to the issuance of a certificate of occupancy. U) 7. The applicant is providing 75-ft ROW along CR 7 and 60-ft of ROW along CR consistent with the Washington County 2040 Comprehensive Plan. W 8. Detailed redline comments have been documented on the plans and previously sent to the 00 applicants engineer so they can be addressed in future submittals. S:\Users\R_Juba\DEVELOPMENT PROJECTS\Liberty Classical Academy\Site Plan_CUP 2023\Engineers Memo and Comments\Engineers Memo Liberty 050624.docx Ms. Rachel Juba May 6, 2024 Page 2 9. Hugo and Washington County staff have reviewed the traffic study prepared for the proposed Liberty Classical School proposed project. 10. The entire site is proposed to be mass graded for earthwork balancing and directing stormwater to the stormwater basin for irrigation purposes. The addition to the school and associated improvements will have storm sewer constructed that discharges into the stormwater basin. Areas outside of the addition will be graded, however temporary swales are proposed to ensure drainage is not blocked and is conveyed to the stormwater basin allowing it to be used for water reuse. Utility Plan 11. Existing and future phase of the school will be served by well water. The Applicant has worked with a consultant on permitting these wells through the Minnesota Department of Natural Resources. 12. Municipal sanitary sewer is located outside of Hugo's Municipal Urban Service Area and the site therefore requires an On-site Wastewater Treatment System (OSWTS). Due to the size of the ultimate system, the Minnesota Pollution Control Agency is required to permit the system. 13. The addition to the school is located where the existing septic area is located. Interim sewer facility panning will be required to be provided for review until such time the OSWTS is permitted and constructed. It is anticipated that the MPCA review, including the public comment period, could be completed by October 2024. Stormwater Management 14. The site is located in Brown's Creek Watershed District (BCWD) and a permit through BCWD will be required to be obtained prior to construction. 15. The site is proposing to meet water quality requirements through water reuse for onsite irrigation.. Additional information on the irrigation design needs to be provided to confirm the irrigation design meets requirements. 16. The site is proposing to meet rate control through the use of the onsite stormwater pond and existing ponding area. Updates are needed on the hydraulic models; however it is anticipated rate control will be able to be met with the current design. 17. Updates to the hydraulic models are needed to confirm City freeboard requirements are met onsite. Wetlands 18. The project boundary straddles both the City of Hugo and May Township. Due to this, WCA was waived by May Township to the City of Hugo for the Wetland Boundary and Type application. One (1)wetland was approved (notice sent in January 2024). This wetland falls in the May Township section of the project while there were no wetlands identified in the City of Hugo Section. Due to this, May Township will handle any wetland applications submitted for the Liberty Classical Academy. There is currently a WCA application submitted to May Township (Jay Riggs—Washington Conservation District)which is under review. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 612-360-1278. S:\Users\R_Juba\DEVELOPMENT PROJECTS\Liberty Classical Academy\Site Plan—CUP 2023\Engineers Memo and Comments\Engineers Memo Liberty 050624.docx Ms. Rachel Juba May 6, 2024 Page 3 Sincerely, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director(email only) Liz Finnegan, Senior Engineering Technician (email only) S:\Users\R_Juba\DEVELOPMENT PROJECTS\Liberty Classical Academy\Site Plan—CUP 2023\Engineers Memo and Comments\Engineers Memo Liberty 050624.docx Washington �COunty PUBLIC WORKS Wayne Sandberg, P.E., Director,County Engineer PUBLIC WORKS Frank D.Ticknor, P.E., Deputy Director April 23, 2024 Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Rachel, Thank you for the opportunity to review and comment on the draft plan for Liberty Classical Academy, located at the intersection of County State Aid Highway (CSAH) No. 7 (122nd St. N) and County Road (CR) No. 57 (Keller Ave. N). Washington County's Department of Public Works have reviewed the draft plan and offers the following comments: CSAH 7 at this location is currently classified as an "A-Minor Arterial Connector" roadway, while CR 57 is classified as a "Minor Collector." The Washington County 2040 Comprehensive Plan contains access criteria for county roads related to spacing, sightlines, and availability of local road connections. The comprehensive plan requires preserving 75 feet of right-of-way from the centerline along CSAH 7, and 60 feet from centerline along CR 57. The current site plan indicates right-of-way dedications meeting the requirements which will need to be confirmed on final site plans. Access permits will be required for the construction of new driveway connections to county highways. The site plan proposes a new access onto CSAH 7, located approximately 950 feet east of the CSAH 9 (Keystone Ave) and CSAH 7 intersection and a new driveway onto CR 57, north of the existing school building. Washington County's access spacing guideline for Minor Arterials, as adopted through the comprehensive plan, is % mile (1,320 feet) and the CSAH 7 access as shown would fall well short of these guidelines. County staff have worked with the city and developer to maximize this spacing as it relates to the needed septic field, and we appreciate the effort in ensuring as much separation as possible. We also appreciate the important relocation of existing driveways from 122nd Street onto CR 57 with improved spacing from the existing intersection. Proper spacing of access is integral to highway safety and operation, especially where traffic peaks are particularly high. Washington County is amenable to both proposed access locations and strongly supports the relocation of the in-place driveways. Washington County typically requires construction of dedicated left and right turn lanes as a permit condition for streets and driveways projected to carry more than 100 trips per day. The proposed new (relocated) driveway on CR 57 would be anticipated to meet this threshold, however the county is agreeable to reducing this requirement to a right turn lane only at the Washington �COunty PUBLIC WORKS Wayne Sandberg, P.E., Director,County Engineer PUBLIC WORKS Frank D.Ticknor, P.E., Deputy Director new driveway on CR 57, provided that dedicated right turn lane is also constructed for southbound CR 57 approaching CSAH 7. However, it should be noted that acquisition of additional highway right-of-way, through negotiation or eminent domain, may be needed to construct a right turn lane on the west side of CR 57. Turn lanes will not be required at this time for the septic maintenance access, though any change in plan for Phase 1 may alter this need. New left and right turn lanes will be required in the future at the east school access (which is currently the Phase 1 septic access) with Phase 2 improvements due to the anticipated increase in traffic using that access. Washington County's Bike and Pedestrian Plan identifies CSAH 7 as part of the future bike plan. The county is interested in working with the school regarding future design and location of the trail through the right-of-way. The stormwater management report reflects that the on-site basin handles water from the county roads. The report doesn't detail how much of the county road requirements are met with the watershed, if any. It appears the intent was to accommodate some of the county facilities; however, the report doesn't clarify any specifics. A right-of-way permit will be required for any work within the county highway right of way as it relates to the development. As the development progresses, a plan set will be required with the application and include any grading, culvert installation, water and sewer services, signage, any landscaping and other improvements within the county right of way. All utility connections to County highway right of way for the development require Washington County Right of Way permits. Typically, these utility connection permits are the responsibility of the utility companies. Sincerely, Lyssa Leitner Planning Director Cc (email only): Wayne Sandberg, Public Works Director/County Engineer Frank Ticknor, Deputy Director Public Works A great place to live, work and play...today and tomorrow North Shop 1 11660 Myeron Road North I Stillwater, MN 55082-9537 P:651-430-4300 1 F:651-430-4350 1 TTY:651-430-6246 www.co.washington.mn.us Washington County is an equal opportunity organization and employer Washington �COunty PUBLIC WORKS Wayne Sandberg, P.E., Director,County Engineer PUBLIC WORKS Frank D.Ticknor, P.E., Deputy Director Joe Gustafson, Traffic Engineer Kevin Peterson, Design Engineer Gary Bruns, Washington County Public Health & Environment, Environmental Programs Manager Bobbi Hummel, May Township, Town Clerk/Treasure A great place to live, work and play...today and tomorrow North Shop 1 11660 Myeron Road North I Stillwater, MN 55082-9537 P:651-430-4300 1 F:651-430-4350 1 TTY:651-430-6246 www.co.washington.mn.us Washington County is an equal opportunity organization and employer pope �% SIGN GROUP Memorandum Date: 11/30/23(Revised 05/06/24) Re: Liberty Classical Academy: Phase 1—Lower School Addition 10158 122"d St. North Hugo, MN 55308 Project No.41129-23027 Subject: Liberty Classical Academy Narrative for City of Hugo and May Township To: Rachel Juba, City of Hugo Nate Sparks, May Township From: Elise Kelly, Pope Design Group Mike Brandt, Kimley Horn Mitchell Cookas, Kimley Horn Jacob Rojer, Kimley Horn Jeff Ledin,Short Elliott Hendrickson Inc. Rebekah Hagstrom, Liberty Classical Academy The following narrative outlines Liberty Classical Academy's intent to meet approval criteria set forth by the City of Hugo and May Township for their Site Plan and Conditional Use Permits. It also highlights Liberty's commitment to fulfilling these criteria through a comprehensive breakdown covering various subjects.This narrative is intended to complement the design documents and drawings. Current Use: Liberty Classical Academy offers private education for Pre-K through 121h grade using a classical education model integrated with faith-based principles. Liberty is distinguished by its close-knit community and smaller class sizes compared to most public schools. Liberty's student population for phase one is projected at 306 students and is not projected to go beyond 850 total students in their full master plan.This is to ensure the promise of intimate class sizes.Currently,the school is renting out classrooms in White Bear Lake's Church of St. Pius X for their 3rd-12th graders. Recently the school acquired the formerly abandoned Withrow Elementary School in Hugo, renovating it to provide a welcoming new entry to house their pre-K through 2"d graders. Liberty's goal is to eventually transition all students onto the Hugo campus. To develop a Master Plan for their Hugo site, Liberty retained Pope Design Group as their architect,conducted multiple community meetings,and engaged stakeholders with anonymous surveys and user group interviews.This ensured diverse and inclusive feedback to guide the planning process, resulting in plans for a lower school addition,a commons building with upper school and middle school wings,a chapel, playing fields,and public-access walking trails throughout the rural site. The entitlement applications listed above seek approval of only the initial phase of this master plan,with the comprehensive plan acting as context for future expansions. 767 N. Eustis St.,Ste 190 St. Paul, Minnesota 55114 651.642.9200 popedesig n.com Liberty Classical Academy: Phase 1—Lower School Addition 11/30/23—Revised 05/06/24 Page 2 Master Plan Phasing: Phase one will include the addition to the lower school, additional parking with screening to the south,a practice soccer field (without lights, bleachers or speakers),a portion of the septic system,a stormwater pond,and a new access road from Keller.The lower school expansion includes eleven classrooms and six specialist/vocational rooms.The existing gym, not meeting standard regulation sizes,will be renovated into classrooms,while a new varsity size gymnasium will be included in the addition which will also act as the project's storm shelter and meet ICC-500 code requirements.This phase includes approximately 33,500 sf of addition and 3,500 sf of renovation. For the purposes of this submittal, it is important to note that in the first phase,the lower school addition will temporarily house the upper school students,and V-5t"graders will remain at the White Bear Lake site until future phases are completed.This temporary condition has been taken into consideration for parking requirements. Subsequent phases are contingent on fundraising and will include a commons building, Middle School and Upper School wings,a chapel,a track and field,and a new main entrance drive off of 122"1 to accommodate all queuing. During preliminary meetings with both the City of Hugo and May Township, it was encouraged to show the full master plan for an understanding of anticipated future development, however Liberty understands that at this time,we are only seeking approval of phase one features. Embracing the Character: Adhering to the"City of Hugo Commercial and Industrial Design Guidelines"as well as Hugo's"2040 Comprehensive Plan," the proposed buildings aim to not only meet the design guidelines but also keep within the character of the surrounding area and help Hugo fulfill their commitment to developing a well-balanced community. The exterior materials proposed for the lower school addition intend to complement the existing lower school, incorporating wood-look cladding,warm stone bases,accent metal panels,and earth-tone brick.While an exact match of existing brick may be challenging,the design opts for complementary materials.The precast will also complement the existing precast earth tone color as well as the warmer gray existing metal panels. All facades on the lower school addition will have continued design elements so there is not an inconsistent"back of house" fagade.Vertical changes in stone and brick will terminate at inside corners where necessary. Horizontal changes in materials from stone to brick or wood cladding will be done with a stone cap that projects slightly from the material above. The longest fagade of the addition will be interrupted with a projection of three classrooms that not only creates the opportunity for larger classrooms at the interior, but also helps to break up the long fagade and adds visual appeal.The new entry will be nearly identical to the south entry using a wood clad canopy, however this entrance will not be open air but act as the vestibule to the building for energy code purposes. The proposed structure of the lower school addition will be a precast backup as the storm shelter requirements are easiest met with precast structure. However,the precast at the storm shelter will have adequate architectural detailing to provide an aesthetically pleasing variety. For cost efficiencies,the structure of the remaining addition (non-storm shelter building) will also be precast however it will be clad with either wood look material or brick to complement the existing lower school building. The building roof line of the lower school addition will be a staggered flat roof design similar to the rest of the existing building. Being closest to Keller Ave and the adjacent residential lots, a one story,flat roof addition with fluctuations in height will create a cohesive addition with visual interest and it will not extend beyond the agricultural zoning height requirements.The steps in roof height will indicate a hierarchy of programs and it provides cues for the location of clearly defined entrances. Liberty Classical Academy: Phase 1—Lower School Addition 11/30/23—Revised 05/06/24 Page 3 Neighborhood commitment: To minimize disruptions, Liberty has proposed to provide adequate screening for neighbors and forgo field lighting systems and speaker-integrated scoreboard systems in the initial phases. If this changes in the future, Liberty will be sure to address this with the community in a full site plan review and community meetings. Furthermore, Liberty aims to create opportunities for neighbors, including allowing use of their trails through the property leading to Goggins Lake.This aligns with Hugo's comprehensive plan,emphasizing partnerships and innovative approaches for park and trail development and fostering community connections. Site Signage: Currently, in the first phase, Liberty has no plans to introduce additional monument signage.There will be a wall mounted sign affixed to the existing building as shown in the elevations. Traffic: The Liberty Classical Academy currently generates 153 trips in the AM peak hour and 78 trips in the school PM peak hour. With the Phase 1 expansion, it is anticipated the school will generate 330 AM peak hour trips and 183 trips in the school PM peak hour.With the full buildout of the school campus, it is anticipated the campus will generate 751 AM peak hour trips and 436 trips in the school PM peak hour. A capacity analysis was performed for Existing(2023),Opening Year(Phase 1) No-Build and Build,and Design Year(full buildout) No-Build and Build scenarios.All intersections and individual movements in the Existing(2023)and Opening Year (Phase 1) No-Build/Build scenarios are anticipated to operate at LOS C or better. During the Design Year(full buildout) No- Build and Build scenarios,the westbound left turn movement at the intersection of 122"d Street&Manning Trail is anticipated to operate at LOS D and LOS F during the AM and PM peak hours, respectively. The delay per vehicle is anticipated to reach at most 53 seconds per vehicle for this movement and all other movements at the intersection operate at LOS B or better in all scenarios. Because of this, implementation of a signal or other traffic control alternatives are not recommended. Queueing for the site was analyzed,the pick-up/drop-off school's queueing was modeled to determine the maximum anticipated queues for a typical school day.The site provides storage of dedicated vehicular queueing which is sufficient to store the anticipated queues.All queues are anticipated to remain on site and not impact any public roadways. Queueing for the Phase 1 lower school expansion is not anticipated to impact public streets because the anticipated queues will be approximately 600 feet with the Phase 1 expansion (see queueing exhibit with Civil plans). Per the results of the analysis,the mitigation recommended for the Phase 1 lower school expansion project are listed below: • A northbound right turn lane should be constructed at the site access along Keller Avenue for Phase 1 buildout. • A southbound right turn lane on Keller Avenue at 122"d Street for the Phase 1 buildout. Liberty Classical Academy: Phase 1—Lower School Addition 11/30/23—Revised 05/06/24 Page 4 Fire protection: The intent for phase one fire protection will be to use the existing underground tank and extend the existing fire suppression system.The new addition will be classified as the same hazard as the existing school,so there should not be any increase to the demand.Since this project is design build for Mechanical Electrical and Plumbing,we will know more information about the fire protection systems once we are complete with construction documents. Well: Please see attached memo from Short Elliott Hendrickson. Septic: The project is outside the City of Hugo's Municipal Service Area and will require an On-site Wastewater Treatment System (OSWTS). Under Minnesota Pollution Control Agency(MPCA) regulations,the OSWTS will require a permit from the MPCA for the entire master plan design flow,since the estimated wastewater flow will be more than 10,000 gallons per day (GPD). The OSWTS will be phased for the entire build out,and for phase 1 will be sized for the flow rate of the existing school and building expansion for phase 1. We have submitted a complete permit application to the MPCA and are having ongoing discussions with the MPCA staff in working towards obtaining a permit. Based on current water usage rates at the existing school,the current water usage is averaging 12-14 GPD per student. MPCA Chapter 7080 requires a design flow rate of 18 GPD/student without a gym, but allows for flexibility in reducing flows based on the actual water usage. For this reason,we are proceeding with a design flow rate of 18 GPD/student and faculty member. A summary of the anticipated phase 1 and Phase 2 design follows: Number of Students Number of Faculty Total Flow(gpd) Lower School 1 336 35 6,678 A gravity collection system will be installed that collects the wastewater from each of the school buildings via gravity to a central lift station. The lift station is being sized to handle the flow for phase 1 and will be able to be upgraded with minor modifications to handle the ultimate flow as the campus grows. From the lift station,the wastewater will be pumped through a forcemain to the septic tanks located on the east side of the property. The septic tanks will provide the first step in the treatment process with removing the large solids,fats,oils, and greases. For the flows of phase 1,we anticipate having two(2) 10,000-gallon septic tanks for a total of 20,000 gallons of septic tank capacity. From the septic tanks,the effluent will flow by gravity to a 20,000-gallon equalization tank,this tank will be used as the primary treatment system and absorb any peak flows to maintain a constant flow through the biological treatment process. For the equalization basin,the effluent will enter a 12,000-gallon Pre-Denitrification tank,this tank will allow the addition of a carbon source or effluent for the treatment process to be recruited to aid in the removal of nitrogen in the effluent. Once the effluent has passed through the Pre-Denitrification Tank, it will enter two(2) 3,000 MBBR treatment tanks. These tanks will introduce air into the effluent to increase biological activity to remove the nutrients in the wastewater.Then the effluent will pass through a 5,000-gallon post Denitrification tank and into a 10,000-gallon clarifier,to remove any remaining solids. Liberty Classical Academy: Phase 1—Lower School Addition 11/30/23—Revised 05/06/24 Page 5 Phase 1 will require a dosing tank and 7 to 8 mounds. The mounds would be fed by a central pump station with valve controls to each mound system. Wetland: There are two(2)wetland areas on the site,one in the Northeast corner of the property surrounding the edge of Goggins Lake and a 0.48-acre wetland on the east side of the existing farmstead. The wetland in the northeast corner of the site will be preserved and a 100 foot buffer has been provided to protect the wetland. The wetland in the area by the existing farmstead is intended to remain in its current location,though is proposed to be lowered in elevation to maintain hydrology flow to this wetland and to integrate with the proposed grading and stormwater management pond.We have submitted a wetland permit application to the local WCA agencies and will continue our discussions with the WCA agency staff in working towards obtaining a wetland permit.Since the wetland is of lower quality and within a farmed area,we understand the wetland can be impacted and lowered in its current location (up to 8 feet lower),and that won't require any wetland mitigation (No wetland credits or on-site mitigation). Stormwater Management: Currently the site has two points of discharge,one in the southwesterly corner of the existing school and just to the east of the existing homestead under 122"1 St.There is a significant portion draining onto the property from the northern properties. Most of the site and the north offsite drainage drains to the wetland located east of the homestead near 122"a St and drains through two culverts under 122"d St during larger rain events. The existing school building and parking lot drain primarily to the SW corner to a culvert under Keller Ave to the west. Through the development of the site,the City of Hugo and Brown's Creek Watershed District rules for water quality, rate control,and volume control will be required for the stormwater runoff for the site. The existing drainage patterns are generally intended to remain in place,with most of the site being collected and treated in a stormwater pond located to the east of the Homestead. The current area that drains to the southwesterly corner of the school will remain primarily as is. . Water quality will be achieved by a wet pond scenario and will have an average depth of 4 feet of dead storage to meet the NURP requirements and water quality requirements for the City and Watershed standards. With the existing soils not being conducive to infiltration, re-use of the stormwater is being proposed for this project. The stormwater reuse will irrigate the manicured green areas with stormwater instead of using well water as a primary source. . Based on the reuse calculations, the 100-year storm volume is required to irrigate the green areas,so the volume and rate control for the project will be met via the pond and reuse system. Irrigation pumps will be provided to irrigate the manicured green areas. Grading: The intent for phase 1 is to mass grade the site.Temporary swales will provide drainage from low areas of the project, and the drainage from the northern properties will be conveyed (via drainage swales)to the ponding area in phase 1. Currently, it is assumed the stormwater pond will be constructed for the entire project area,and the overall site appears to be relatively balanced and not likely to require any major import or export of topsoil or structural material other than granular material for the road and building bases.All areas will be seeded and stabilized with seed mixes that are not part of phase 1 and the septic areas will be seeded with a native seed mix. Liberty Classical Academy: Phase 1—Lower School Addition 11/30/23—Revised 05/06/24 Page 6 In Closing: Liberty pledges to uphold their commitment to responsible growth with minimal impacts on their neighbors. Liberty remains committed to integrating cohesive and beautiful architecture with the neighborhood,contributing to the community fabric,and ensuring their future development references local guidelines and regulations.We look forward to your feedback on phase one of Liberty Classical Academy's Hugo Campus design. o e SITE DEVELOPMENT PLANS PO% PDESIGN G R 0 U P FOR POPE DESIGN GROUP 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 LIBERTY CLASSICAL ACAD MY WWW.POPEDESIGN.COM SECTION 36 , TOWNSHIP31 N RANGE 21 W LIBER'TY CI decoy HUGO , WASHINGTON COUNTY, MN Liberty L assica Academy Phase I - Lower Uchoo Addition HULy MN ,J Sheet List Table Q Sheet Number Sheet Title r w C000 COVER SHEET >> Horn im a w V1oo EXISTING CONDITIONS Y ©2023 KIMLEY-HORN AND ASSOCIATES,INC. PROJECT TEAM : V101 EXISTING CONDITIONS 767 EUSTIS STREET,SUITE 100,ST.PAUL,MN 55114 V102 EXISTING CONDITIONS PHONE:651-645-4197 WWW.KIMLEY-HORN.COM ---- C100 GENERAL NOTES c1o1 ADJACENT PARCEL MAP ENGINEER OWNER / DEVELOPER i �-�'� " `� '' C200 SITE DEMOLITION PLAN KIMLEY-HORN AND ASSOCIATES, INC. LIBERTY CLASSICAL ACADEMY � , �� �- c3oo EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 ■ 10158 122ND STREET N C400 PHASE I OVERALL SITE PLAN �� H U G O, M N 55038 C401 OVERALL MASTERPLAN TELEPHONE: 651 -772-2777 c402 OVERALL PHASE I SITE PLAN ;� .. C403 PHASE I SITE PLAN ENLARGEMENT PREPARED BY: MICHAEL C. BRANDT, PE CONTACT: REBEKAH HAGSTROM C404 PHASE I SITE PLAN ENLARGEMENT 767 EUSTIS STREET, SUITE 100 C405 PHASE I SITE PLAN ENLARGEMENT ST. PAUL, MN 55114 122ND ST ,�,; C406 PHASE I SITE PLAN ENLARGEMENT TELEPHONE: 651 -645-4197 >r c407 PHASE 1 SIGNAGE PLAN C408 PHASE 1 SIGNAGE PLAN C500 OVERALL GRADING PLAN 4#700 . C501 GRADING MASTERPLAN ENLARGEMENT , C502 GRADING MASTERPLAN ENLARGEMENT LANDSCAPE ARCHITECT SURVEYOR v f t. ""�.,� - ` � =�' � � � , � „� �� - C503 GRADING MASTERPLAN ENLARGEMENT KIMLEY-HORN AND ASSOCIATES, INC. CORNERSTONE LAND SURVEYING, INC �,a� '=± u�. ` ti ; C504 GRADING MASTERPLAN ENLARGEMENT r 767 EUSTIS STREET, SUITE 100 1970 NORTHWESTERN AVE. SUITE 200 C505 PHASE I GRADING PLAN ENLARGMENT ST. PAUL, MN 55114 STI LLWATE R, MN 55082 C506 PHASE I GRADING PLAN ENLARGMENT TELEPHONE: 651 -645-4197 TELEPHONE: 651 -275-8969 SITE C507 PHASE I GRADING PLAN ENLARGMENTVICINITY C508 PHASE I GRADING PLAN ENLARGMENT CONTACT: MITCHELL COOKAS CONTACT: DANIEL THURMES NORTH C600 UTILITY PLAN NoTmSm C601 SEPTIC PLAN - MOUND SITE PLAN C602 SEPTIC PLAN - PHASE 1 MOUNDS ISSUES & REVISIONS DATE C603 SEPTIC PLAN - TREATMENT SITE PLAN SCHEMATIC PRICING 4-14-23 C604 SEPTIC PLAN - DOSE TANKS 1 CITY SUBMITTAL 11-30-23 ENGINEER ARCHITECT C605 SEPTIC PLAN - HYDRAULIC PROFILE TA NKS CITY & BCWD 03-29-24( E TE HNI AL NOTES � C606 SEPTIC PLAN - METER MANHOLE RESUBMITTAL AMERICAN ENGINEERING TESTING POPE DESIGN GROUP C607 SEPTIC PLAN - EQ TANK DETAIL 550 CLEVELAND AVE. N 767 EUSTIS STREET, SUITE 190 1 . CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH C608 SEPTIC PLAN - SEPTIC TANK DETAIL ST PAUL, MN 55114 ST. PAUL, MN 55114 WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. C609 SEPTIC PLAN - TREATMENT TANK DETAIL TELEPHONE: 651 -659-9001 TELEPHONE: 651 -642-9200 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 30x42 SHEET. C610 SEPTIC PLAN - ALPHA DETAILS 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR C611 SEPTIC PLAN - CONTROL BUILDING CONTACT: THOMAS VENEMA CONTACT: ELISE KELLY UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING C612 SEPTIC PLAN - MOUND DETAIL POSSESSION AND THE FINAL CONNECTION OF SERVICES. C700 CONSTRUCTION DETAILS 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, C701 CONSTRUCTION DETAILS AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. C702 CONSTRUCTION DETAILS z 5. VERTICAL DATUM: NAVD88 C703 CONSTRUCTION DETAILS O C800 OVERALL QUEUING PLAN C801 FIRETRUCK MOVEMENT PLAN U I HEREBY CERTIFY THAT THIS PLAN, L100 OVERALL PHASE 1 LANDSCAPE MASTERPLAN n/ SPECIFICATION OR REPORT WAS PREPARED BY LL ME OR UNDER MY DIRECT SUPERVISION AND L101 PHASE 1 LANDSCAPE PLAN ENLARGEMENT THAT I AM A DULY LICENSED PROFESSIONAL ^ ENGINEER UNDER THE LAWS OF THE STATE OF U) L102 PHASE 1 LANDSCAPE PLAN ENLARGEMENT MINNESOTA. L103 PHASE 1 LANDSCAPE PLAN ENLARGEMENT z NOT CTION L104 PHASE 1 LANDSCAPE PLAN ENLARGEMENT U MICHAELC.BRANDT,P.E. L105 LANDSCAPE DETAILS O DATE 03/29/2024 LIC.NO. 462661 L.L COMMISSION NO: 160061004 O DRAWN BY: GAR z CHECKED BY: MCB Q SHEET o z COVER SHEET J Know what's below. w Call before you dig. 0- C000 \ \�\'" G R 0 U P POPE DESIGN GROUP 767 N. EUSTIS STREET SUITE 190 Ix x x x x x x x x x x x x xX x x xX x x x x x \ \ \I I � � \ \\ / ST. PAUL, MINNESOTA 55114 651.642.9200 f WWW.POPEDESIGN.COM N8957 52 I y --------------------------- --_____--____--___-- ---- ----�► 8------- ------ --- — -- ------ — --------------- ----- IN _ _ -------------------- - ----------- - \ -- -- ------------- y1 FLEA-- y --------- CULVER -F+L- E���\ \I 989/ LiBERTY I I I \ \ \ I I I \\\ \ \ \ \\ I > \ \ Academy \� I� V' o —985 Liberty c assica \ \ Academy I \ O \ y I g \ \ IL9 a Lower \ \\\ Phase 1 0 83 \ \ J i90 \ \ \ o 0 I pal \ \ � � 989\ \ \ � \ \ \ Sch oo Addition I I 988 \ \ \ > 1 I \ \l � \ HUOO M r \ I o I -9 \ `98j I — — 4 53.00- - — — ----- FOUND EANIN E N89 56 46 W \ \ \ \ \ \ / IKimley >> Horn \ O I I I ©2023 KIMLEY-HORN AND ASSOCIATES,INC. � \ I 767 EUSTIS STREET,SUITE 100,ST.PAUL,MN 55114 o \ I I 1 / PHONE:651-645-4197 WWW.KIMLEY-HORN.COM 1 coI \ \ I � � 1 I co �0 C'q \ \ \ \ \\ \ I CO CO Co I CO \ \ \ \ I ^ I 1 \ I I I \ \ J I I I \ \ \ \ \ \\ I x F APPROXIMATE CO WETLAND LIMITS \ \\\\ \ \ \\ \ \ \ \ co \ \ \\ \ C, \ \ \\ \ \ \ \ \ \ LE rnnt co LV I ,,/,�, ,�, /, \ �\CIZ \ I I 1 op I / \ \ 1 ri r I I I I.• .. � ' iaiiati'lir��s 1 @--- � I \ \ \ 1 \ I I I ��� .•1 1 I I V � iaaaii I I \ �•' ,X / 30 I 9 �^: : �•_'�,'� � ISSUES & REVISIONS DATE \ &� \ / \ \ \ SCHEMATIC PRICING 4 14 23 DELINEATED WETLAND LIMITS \ \ 1 I 3 I I I I \ 1 CITY SUBMITTAL 11-30-23 I ro " o CO�� Q III �I W � \\ /• U \ CITY ITY & B C WD 151 03-29-24 \�� RESUBMITTAL° oC _ \ - - j I O / ��• I I _ _ —�51E� L - - — — — — — —_ELC=0-EL\ I I O-ELC O-ELC ECC �_ECC �. � L� — 0- ELC —_ELCLC \ 6 _---ir-----------0�C �_ � _ p_E C CE 0-ELC 0-ELC 0-ELC C 0-ELC � � �-- ------" -- 1/ 453 07 io 122ND S — — — — — — 44.52 — — — — \ -- ------------- - _ - - '{� 40`EFN____ ,' 24g — 3 92 ��r \\` -----C--- --- ---------- ----- --------------- ------------------ ------------- - _ — -L------ -- - -------- 1 __ - - ------- -�---- ------ — — — — �/i a a - 453.10 r— \ 1 \ "S8 342W 9 5344 2--W-- . — — — 302.25 MEAS. ; — —✓—LEGEND NOTES z PROPERTY LINE 1. SURVEY PREPARED BY CORNERSTONE LAND SURVEYING, INC. O 0-POW EXISTING OVERHEAD POWER LINE SEE SHEETS V101 AND V102 FOR ENLARGEMENTS. x x x EXISTING CHAINLINK FENCE EXISTING SANITARY SEWER EXISTING STORM SEWER I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY EXISTING WATERMAIN ME OR UNDER MY DIRECT SUPERVISION AND GAS EXISTING GAS MAIN THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF ``^^ TEL EXISTING UNDERGROUND TELEPHONE v) MINNESOTA. CTV EXISTING UNDERGROUND CABLE Z O NOT CTION 928 EXISTING CONTOUR EXISTING CURB&GUTTER U MICHAEL C.BRANDT,P.E. EXISTING SIGN MN EXISTING FLARED END SECTION O EXISTING STORM MANHOLE O DATE: 462661 4 LIC.NO. LJL ® ID EXISTING STORM CATCHBASIN COMMISSION NO: 160061004 MR EXISTING GAS METER � EXISTING POST INDICATOR VALVE ODRAWN BY: O EXISTING WELL Z 0 EXISTING ROOF DRAIN CHECKED BY: 0 EXISTING GATE VALVE EXISTING HYDRANT � SHEET IqEXISTING ELECTRICAL METER a FAZI EXISTING AIR CONDITIONER z EXISTING CONDITIONS OT EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX —� EXISTING GUY WIRE EXISTING POWER POLE w CID EXISTING LIGHT POLE EXISTING TREET EXISTING TREE LINE P o A0% DESIGN G R 0 U P POPE DESIGN GROUP 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM LEGAL DESCRIPTION: L I B E R_FN*'0' I 8 CLASSICAL ACADEMY 9C2 9 990 6-\ As shown on the Arden Title, LLC, as agent for Westcor Land Title Insurance Company Title Commitment No. 2022-57653 IN89,/ �7 5,2E ,_ INV=g86.6 issued on October 27th, 2022. , y /3/ 9/ ' FILLED 3 8 FILLED IN ----------------------------- - Northeast aver of the Southeast aver of Section 3 owns 3 Range 2 Washington H U G O PARCEL --------------------- ---------------------------- -r-- -- - __ - , = ------ - ---- ---- ----- Q Q p g g --- - -- _ >� pa --------------------------- - - of the No ------------ ---- ---- ---- ----�--� County,rMinnesota,rt Quarter u 6 Township 1 n e 1 W n t EXCEPT all that part thereof platted as ZAHLER ACRES as surveyed and platted and now of record in the office of the 6 \ INV=g86.3 Registrar of Deeds of Washington County,FILLED IN g• g y CONTACT: :. ,�......, .�1' � \�-- INV=g83.5 / 1 NO H LINE OF THE NE I/4 OF FILLED IN �// i AND ALSO EXCEPT that portion of the Northeast quarter (NE 1 /4) of the E SE 1/4 OF SEC. 36, T31, R21 I I- Southeast quarter (SE 1 /4) of Section Thirty-six (S36), TownshipThirty-one North (T31 N) Range Twenty-one West / E I/4 CORNER OF SEC.-' I I w q y y g y Rebekah Hagstrom ass l Academy un 36, T31, R21, FOUND � ''' � (21 W), described as follows, situated in Washington County, Minnesota. Starting from a point on the East section =I� = Q = w rhagstrom@ WAS NGTON COUNTY u.i line of said section, a distance of 1313.0 feet, north of the Southeast Section corner thereof, said point being the 5 3 9 CAST N MONUMENT � Z M intersection of the East Section line of Section 36 and the center line of County Road Number 6; thence deflect to libertyclassicalacademy.org UZO � the left on an angle of 90 degrees 16 minutes along the center line of County Road Number 6, a distance of 1302.7 aO O feet, to the point of beginning of the property to be described, said point being the intersection of the center line of County Road Number 6 and the center line of Township Road Number 13; thence deflect to the right on an angle of 90 degrees 30 minutes, along the center line of Township Road Number 13, a distance of 863.00 feet to a point; Cr thence deflect to the right on an angle of 90 degrees 30 minutes, a distance of 453.0 feet to a point; thence deflect to the right on an angle of 90 degrees 30 minutes, a distance of 863.0 feet to a point on the center line of County �i Road Number 6, thence deflect to the right on an angle of 89 degrees 30 minutes along the center line of County X w qS6- Road Number 6 a distance of 453.0 feet to the point of beginning and there terminating; subject to County Road b e r t y C a s a a INV=g8q.2 -I-_ � o w Ln number 6, Right-of Way of 33 feet, and Township Road number 13, Right of way of 33 feet. Abstract property 14"CMP o� V LU Q z LU AND COUNTY/CITY: Academy lV q84 wow' WASHINGTON o ce Z ^i The Northwest Quarter of the Southwest Quarter of Section 31 , Township 31 , Range 20, Washington County, P f I a s e I o Lower INV=g8q.6 - � � I� z � fV � � 5 0 3 a 0 0 Minnesota C O LJ IV TY u oc LLJ L� 2 N 5 ci-t N AND c STY cam► F � CH 00 Add ItlOrl HUCO MH z EP (NOT SHOWN IN THE ABOVE MENTIONED TITLE COMMITMENT) ~ 9 Q That portion of the Northeast quarter (NE 1 /4) of the Southeast quarter (SE 1 /4) of Section Thirty-six (S36), Township o N Thirty-one North (T31 N) Range Twenty-one West (21 W), described as follows, situated in Washington County, z w �„ Minnesota. Starting from a point on the East section line of said section, a distance of 1313.0 feet, north of the r o J Q = w Southeast Section corner thereof, said point being the intersection of the East Section line of Section 36 and the center o FOUND ROD WITH FOUND WITH o � I` u W m Z Z: line of Count Road Number 6; thence deflect to the left on an angle of 90 degrees 16 minutes along the center line of sLU --CAP MARKED RLS = y g g g \� --CAP MARK, LS , I °L O V) U w O "' County Road Number 6, a distance of 1302.7 feet, to the point of beginning of the property to be described, said point I y e 1 orn / 53536 988 53536 p + �= V N PARCEL 1 ` / w Z being the intersection of the center line of County Road Number 6 and the center line of Township Road Number 13; - - - Y- z 3 "' Q a p O thence deflect to the right on an angle of 90 degrees 30 minutes, along the center line of Township Road Number 13, �4 /_ �. Z V = ©2023 KIMLEY-HORN AND ASSOCIATES,INC. 453.00 PARCEL 3 ---- / -/ _ I = �, �„ a distance of 863.00 feet to a point; thence deflect to the right on an angle of 90 degrees 30 minutes, a distance of INV=g87.3 �� o - --1 N89 56'46"W / t- �j Z 767 EUSTIS STREET,SUITE 100,ST.PAUL,MN 55114 r M 453.0 feet to a point; thence deflect to the right on an angle of 90 degrees 30 minutes, a distance of 863.0 feet to a \ 33 i Y 'y PHONE:651-645-4197 o point on the center line of County Road Number 6, thence deflect to the right on an angle of 89 degrees 30 minutes w ��� �i O WWW.KIMLEY-HORN.COM 8"cMP - I /_ Y- Z O ;;; ;;; w along the center line of County Road Number 6 a distance of 453.0 feet to the point of beginning and there ��a �`\ � 3 N terminating; subject to County Road number 6, Right-of Way of 33 feet, and Township Road number 13, Right of way NV=g87.2 -- 11 I t a w of 33 feet. Abstract property III I - PARCEL 1 � � I 3 = w � REVISIONS: EASEMENT NOTES: DATE REVISION 6` a 8-23-22 PRELIMINARY ISSUE +^ M U J 9-22-22 PROPERTY LINE ADJUSTMENT LU The following Easements and or Encumbrances are as shown on the Arden Title, LLC, 1 0-5-22 PRELIMINARY SURVEY w LU I (� as agent for Westcor Land Title Insurance Company Title Commitment No. 1 1-1 0-22 NEW COMMITMENT yOj TP U U P ^ L 2022-57653 issued on October 27th, 2022. 1 1-29-23 ADD TOPOGRAPHY , 12-9-23 ADD UTILITIES Rights of the public and of the state in and to that part of the premises lying below 0�6 Q) `�` i EXCEPTION z I the natural high water mark of Coggins Lake Subject to 1 22nd Street North and Keller Avenue North. (AS SHOWN ON SURVEY) i i \4P b• 6 y y ' _ PARCEL 3 Highway Easement filed in Book 304 of Deeds at page 390 and 393. (AS SHOWN ON rn SURVEY) Og - In NI - y oo`o Final Certificate filed in Book 193 of Deeds at page 473. (SCHOOL PARCEL) I I � Q I 3- y Resolution filed as Document No. 937610. (BROWNS CREEK TAXING DISTRICT) N ;I _ METAL I CERTIFICATION: OC I = APPROXI TE fi LID Q LOCATION y O ch I I �� OF SEPTIC � O r AREA CO 4c EJ PLAY LU AREA Ul I J CO - 4"PVC 'I (ice p�q 9 I hereby certify that this plan was prepared by Z U °�O' W CO I INV=g83.8 SURVEY NOTES: SEPTIC/WELL me, or under my direct supervision,and that I am 11 N " N SEPTIC MULC n, FEED IN =0) � � z z oU7 a duly Licensed Land Surveyor under the laws of coa w i AREA ti: ,/ �, cp the state of Minnesota. L O I -O w FLOOR = / :a.v..5 a s.` >;� 6 o I o g88o1-' tD I 1 . BEARINGS ARE BASED ON THE WASHINGTON COUNTY EXISTING SEPTIC CLEANOUTS SHOWN ON SURVEY `0 98 EXISTING SHED COORDINATE SYSTEM NAD 1 983. w� k' r EXISTING WELL LOCATIONS SHOWN ON SURVEY Z- (f� 6,601 SQ.FT. 'I � t0 - RIM=g83.8 2. UNDERGROUND UTILITIES SHOWN PER VISUAL `I-` INV=g78.2 � I 1 - 12"PVC --+ - ' BOT=g77.q INSPECTION AND SURVEY INFORMATION PROVIDED BY Daniel L.Thurmes Registration mber: 25718 - ,v',,,,, - INV=g82.4 _-� - 46.9 EXISTING SHED OTHERS. THERE MAY SOME UNDERGROUND UTILITIES/ __ 3,444 SOY-T. / , = 30.1 - GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. Date:______ _- INV=g78.2 EXISTING BUILDING T - - -�- 12 HDPE � � -�. 8-23 22 80T=g77.q 33,078 SQ.FT. ___+ - / -+-- INV=%2.7 5HEPEXIST G P 3. CONTOURS SHOWN PER FIELD LOCATED TOPOGRAPHY / __ _ SET LATH SHED ® Q I I RIM=g87.3 � � ® - �_ \ ,. 6°CLAY ,AND NAIL 131 sQ.F . ;`_,� DATED 11 -30-23 AND SUPPLEMENTED WITH LIDAR PROJECT LOCATION: INv=g82.0 _ SET LATH 9 - 6"CLAY _ st -AND NAIL 1 (TYP.) EXISTIN °` DATA OBTAINED FROM THE DNR MNTOPO WEBSITE. do j \\ i' i RIM=g86.3 --+-- '-IRON PIPE (TYP•) qs �� FOUND 3/8° SHED - NOT FIELD VERIFIED. (OUTSIDE OF OF PARCEL II - I,Og6 SQ.FT. -_ G SHED i u rw=as6 �` -- V I ; �� , i IRON PIPE_ - - 5,444 s . BOUNDARIES AND AT THE NE CORNER OF THE OVERALL 9j TOP 0.=g84.6 + -- i 1 EXISTING ;47.2 LPARCEL. O 2 S�) 2 ISSUES & REVISIONS DATE .1 s I W SHED �°®_,) EXISTING SHED--- -- - 33 D 1,7s2 sQ.FT. 1 2 Z N D ST. N SCHEMATIC PRICING 4-14-23 v --+-- SHED I Izsa.Fr. -�, •46.8•FLOOR = I \ / I s � tr , s I y (600.0 PLAT) s�, / g87A7 t. I -98 \ / I rt,'r4.�.aa, r Otis. ,{•. F>x''. - M 8r .�u•� x.sikr�'-k', BI 1 CITY SUBMITTAL 11-30-23 LEG EN D o 1 �ss r PID#3603121410001 -33 :: --t-- 6 w s,\ G� OUND 3 - rf-18.4 98 c� r;; N --+-- 6 Q oa't GPR 6 /� AREAS: > I I E CEPTION I Q 988 I IRONv E , \\ j Q APPROXIMATE EXISTING\\� � I SHEyING CITY & BCW D Nv g80.a ip 1€ 1__ TOTAL AREA =3 569 786 SQ.FT. / 81 .95 ACRES 03-29-24 Q I > d w LOCATION I I )"Wq SQ.FT. FOUND CAST IRON MONUMENT RESU BM ITTAL Vw `` -- -q86 y H4- 1 of SEPTIC HOUSE__ eM �11.7� INCLUDING 194,160 SQ.FT / 4.46 ACRES OF POTENTIAL INV=g74.g ---- _ +__ �� O AREA S 0.FT•� ) / � ' • FOUND MONUMENT(AS NOTED) R/W OR EXISTING HIGHWAY EASEMENT `SEE NOTE INv=q .4 �co (60 .00 PLAT)' AS ----� /I 0 Suite F! �I -� / -__ + 1970 Northwestern A00 Q- SEPTIC p SET IRON PIPE MARKED WITH MN LICENSE NO. 25718 SET LATH c CIL ANOUTS / a�`L l I o '104 AND NAIL �4 -CIA co co y�96 Tv CABLE TV PEDESTAL Stillwater, MN 55082 o NV=g74.5 $ �' INV=g81.4 9gg FOUND 1/2" - TYP.)_ HIGHWAY Ac 1 8 � / I �' c5 'I MONITORING WELL I IRON PIPE- I I ( I _ RIGHT OF WAY NOTE Phone 651 .275.8969 / 6 _� FOUND 2" �� EASEMENT PER , - INv g8I.8 E" ELECTRIC METER 98 FOUND 2" MARKED I / FOUND I/2' I 1 // 'I TP i � / Is°cr1 - � 6, / la"cMP / PINCHED -- `- BOOK 304 OF-6=�� , ��'- ♦ dan@cssurvey 982 IRON PIPE "ANEZ„ - ET ELECTRIC TRANSFORMER net / III � _FOUND c� \ � � �-- / `� IRON PIPE 1 \ ,,,t .: -- 81.9 - - - - - 1 POUND NAIL I 4"CMP - , I 9 i IRON PIPE DEEDS, PPGE 390 I 1 kT �- - FOR THE PURPOSE OF THIS SURVEY THE RIGHT OF WAY q8 NV=g7q.8 I I A I� / - IN =g81.g a s GUY WIRE - �T �r S"CMPT :�; _ - - - �i �i- �� - I �t� uT WIDTHS FOR 122ND STREET N. AND KELLER AVE. N. -a o U _ _ _UT UT Ui ui uT T uT UT -- -�� -- - GM \ --------°�- �G_- ------ -- -- GAS METER / » » X AVENUE NORTH HAVE BEEN SHOWN T BE FEET q78 / _ 36 ----- - -/ - -- / -- - �,_ INv=ga4.5 d 7 / FROM THE EXISTING CENTERLINE OF THE TRAVELED qg0 INV=g77.7 - NV-g78.0 q0Z NV=g80.4 _ 30.54�� ,INv=g82.61- ga3.o AA,,nn / - INV=g84.2 UNRECORDED EASEMENT N _ i 122/1LLJ - _ ROAD EXCEPT WHERE EASEMENTS EXIST. THE ACTUAL 1 rP TELEPHONE PEDESTAL -246 (FORMERLY KNOW AS CO. RD. NO. 6) 3 92. \\ �/ q88 , / �'_4.52 q06 WIDTH OF THE RIGHT OF WAY MAY DEPEND ON USE. I - ,' \ __ -____-_______ co SANITARY CLEANOUT THE RIGHT OF WAY SHOWN IS FOR REFERENCE qq�� - -- - --------- --- - ---- -------- - Me - --_ - ---- - ------ -- -- - - - - - - / _ q54--�--- �976980 1 - -r -- -- _ I WATER WELL PURPOSES ONLY. _ _ I'18 MAIL BOX 7 � S89°53 '4 2"W I��_SOUTH LINE OF THE NE I/4 OF FOUND RO H T NE I/4 of I' 89°53 '92"W 'a� _ - - - - - 7- 5 ❑ L INV=g74.8 - ��1/� �\_ i SEC. 36 T31 R21 P MARKED RL 982 - THE SE 1/4 OF 53 1302.25 MEAS. ----� as . 1 M 2 / OU MANHOLE I�-CENTS LINE OF HIGHWAY PER EFN THE SE I/4 OF SEC. T31, R21 q� CORNERSTONE SURVE D II-2�1- 970 \ cn `CENTERLINE OF HIGHWAY PER EFN o / i BUILDING LINE Q ~� // LAND SURVEYING , INC. U eo� SURVEY DATED 11-23-21 o Q'i O BITUMINOUS SURFACE CALL BEFORE YOU DIG( u / NORTH 1..� qA "' 0 3a o z / a CONCRETE SURFACE FILE NAME SURVLE79B Gopher State One Call o� Q o I F)o /0 ° PROJECT NO. LEI 1079B V TWIN CITY AREA: 651-454-0002 z \ J r� 1 / o.9 UT UNDERGROUND TELEPHONE 0 80 160 CERTIFICATE OF z TOLL FREE: 1-800-252-1166 U �C11� I N \�' ou- OVERHEAD UTILITY /O� w O I p uG UNDERGROUND GAS SURVEY U -x x FENCE SHEET 1 OF 2 SHEETS � O LL I- COMMISSION NO: 160061004 O DRAWN BY: z CHECKED BY: SHEET Q z EXISTING CONDITIONS J LU q PDESIGN G R 0 U P POPE DESIGN GROUP 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM y916 LIBERTY y 9g8 99? 9A ^o CLASSICAL ACADEMY 990 990 GARAGE 9�o GOG / LA KE INV=g86.6 9 DNQ P20 ECTED WETLAND FILLED IN AREA 8 OHWL = g66.5 FENC ' MAY PA R C E L --- ---- ------ � \ � S8903 ' PEf� D LAKEFINDEf� NGVD 2q ��-POST E ------------ ------ _ >502.98 I --- SURVEY NOTES: CONTACT: IBERTY _,- INV=g86.3 �- FILLED IN I \ FE Po rE -FENCE `-FENc \-POSTE \�ti� I `It 1 . BEARINGS ARE BASED ON THE WASHINGTON COUNTY Rebekah Hagstrom Classical Academy POST I N �" � COORDINATE SYSTEM NAD 1983. rhagstrom@ ',__---NORTH LINE T NW 4 OF \ q64 2. UNDERGROUND UTILITIES SHOWN PER VISUAL libertyclassicalacademy.org THE SW 1/4 OF SEC. 31, T I, R2 GE OF- WATER \ i INSPECTION AND SURVEY INFORMATION PROVIDED BY 6-15-22---\ \ OTHERS. THERE MAY SOME UNDERGROUND UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. 90 oHW 3. CONTOURS SHOWN PER FIELD LOCATED TOPOGRAPHY Q� y DATED 1 1-30-23 AND SUPPLEMENTED WITH LIDAR \ DATA OBTAINED FROM THE DNR MNTOPO WEBSITE.NOT FIELD VERIFIED. (OUTSIDE OF OF PARCEL �y BOUNDARIES AND AT THE NE CORNER OF THE OVERALL LPARCEL. COUNTY CITY: Liberty C assCa q86 \yam Academy \ AREAS: qt��As I N C,TO N Q84 9q 9%, ° I TOTAL AREA =3,569,786 SQ.FT. / 81 .95 ACRES C v U 1V TY Phase 0 Lower 8 y o��/ � INCLUDING 194,160 SQ.FT / 4.46 ACRES OF POTENTIAL � C � 0 0 A d d � 0 N 9 R/W OR EXISTING HIGHWAY EASEMENT *SEE NOTE C —rY O F H0009 MH d 99 o SET LATH¢ o AND NAIL-- CL (TYP.) 11 RIGHT OF WAY NOTE r— 99 6 / FOR THE PURPOSE OF THIS SURVEY THE RIGHT OF WAY o EDGE OF WIDTHS FOR 1 22ND STREET N. AND KELLER AVE. N. MOWED' 0-7 AVENUE NORTH HAVE BEEN SHOWN TO BE 33 FEET imley )) Horn W J W o � GRASS � Q FROM THE EXISTING CENTERLINE OF THE TRAVELED W z q� ROAD EXCEPT WHERE EASEMENTS EXIST . THE ACTUAL U - — — _ ©2023 KIMLEY-HORN AND ASSOCIATES,INC. F THE T OF z ~ 0 32 - II - THDE RHGOHT OF WAYHSHOWNIS OR REFERED ON USE. 767 EUSTIS STREET,SUITE 100,ST.PAUL,MN 55114 I PHONE:651-645-4197 Q W - _ PURPOSES ONLY. ^ ~ w I I WWW.KIMLEY-HORN.COM L1 1 O z I W o ,t cA 3 I I EDGE OF w\ MOWED z -Ty Q FENCE �/ Xis GRASS�' -T POSTS SEPTIC/WELL REVISIONS: EXISTING SEPTIC SYSTEM NOT FOUND, IF ANY. DATE REVISION EXISTING WELL LOCATIONS SHOWN ON SURVEY 8-23-22 PRELIMINARY ISSUE 9-22-22 PROPERTY LINE ADJUSTMENT 30.2 - v� - 10-5-22 PRELIMINARY SURVEY \ 1 1-1 0-22 NEW COMMITMENT Lu �- � 1 1-29-23 ADD TOPOGRAPHY Ln LEGEND 12-7-23 ADD UTILITIES J r, E 2 "Co ' PARCEL �, 0 FOUND CAST IRON MONUMENT O co 0 FOUND MONUMENT(AS NOTED) EDGE OF I MOWED p SET IRON PIPE MARKED WITH MN LICENSE NO. 25718 GRASS 27.7 -9�? Tv CABLE TV PEDESTAL r" ELECTRIC METER Er ELECTRIC TRANSFORMER 9 U I EXIS G E GUY WIRE EMI 9) -0- POWER POLE CERTIFICATION: 9� SE L TH x AILER R 961 GAS METER AN NA \- ry TELEPHONE PEDESTAL I hereby certify that this plan was prepared by (TY •) \ me, or under my direct supervision, and that I am 9 co SANITARY CLEANOUT a duly Licensed Land Surveyor under the laws of Q FEED BIN x 4.6 (51 WATER WELL the state of Minnesota. O --- EXISTING f16 MAIL BOX I � I SHED EXISTING SHED y x l 9 MANHOLE 6,601 SOFT. 98O Danlel L.Thurmes Registration tuber: 25718 i BUILDING LINE 46.q �- EXISTING SHED ,� Date:__8=23-22_____ 3,444 SOFT. - 30.1 - x BITUMINOUS SURFACE EXISTING® � 6 - - PROJECT LOCATION: SHED 131 SO.F A�k4 98 a j a CONCRETE SURFACE EXISTIN 964 ° Sog6Ds0.FT --__ / I ISTINC SHED -EDGE OF UT UNDERGROUND TELEPHONE —1 0 _ � 1 5,444 $ I 9$�- �..� 1 � � 6 MOWS ISSUES & REVISIONS DATE _ w I ou UNDERGROVERHEAOUND UTILITY DGA 1 Z 2 N D S-F. N . SCHEMATIC PRICING 4-14-23 EXISTING � � I 147 2 3 SHED--- -- :s s„anima GRASS 1,752 50.FT. a "�_s X I uG UNDERGROUND GAS -� 46.8 - � � :{ yu � x x FENCE PID#3103120320001 1 CITY SUBMITTAL 11-30-23 NH CITY & B C W D RI g82.2 BO =g75.4 DELINEATED \ r> 3 - WETLAND FLA (TYP.) x-� -6 03-29-24 g86 y t:=. WE EXISTIN RESUBMITTAL EXISTING 9 SET LA I SHED AND NAIL— ' tiATE EXISTING ��l� I 1,6s9 SQFT � o Suite #200 'I HOUSE 1'0.7r-- 1C AT SQ FT En ' ---y_ \_- SAS HIGHWAY (TYP.) EDGE OF 1970 Northwestern Ave. EASEMENT PER CALL BEFORE YOU DIGI SEPTIC �` f �,f CENTERLINE PER FIELD MOWED Stillwater, MN 55082 I BOOK 304 OF cLEANours y 00t BOOK 304 OF ____ SOUTH LINE OF THE NW 1/4 OF apt ENTRANCE- I GRASS Gopher State One Call �.-DEEDS, PAGE 3q3 DEEDS, PAGE 3q3- -� THE SW 4 OF SEC. 31, T31, P-20 j20.8 - - � p Phone 651 .275.8969 nc 1 8 r I 1 / I _ — TWIN CITY AREA: 651-454-00 z dan@cssurvey _ I + INV g81.8 FIELD I 16"CNP -�\ INV=g80.3 — — TOLL FREE: 1-800-2 5 2-1 1 66 0 I ENTRANCE I INV= 76.2 -� I _ — — — — — — — ou - �� or cur net "CMP + 7 — - IM--c—{)� I \ -- INV=g78.3 �� \ \ — — — — — — — — — -- E 3q0 — — — — — � — — — I V=g80.1 I I o —��ur � _ ki 0 I —�- IN -gBLq w — — — — ou ou ou+ ou ou — � —� — — a� — --au— — a� —oo— — —oo— -o� — emu—F—1� — �— — ou ou ou _ I Q °fir ur ur --—- ur ur ur ur ur ur ur r ur ur — —————— I � —T �� q86 - - - - - - - - - _ T — TS� _ - i:i UG UG UG � ,� y� �� � �66' OF POTENTIAL R W -- - - - --- I 66" OF=POTENTIAL R/W-=== - -��--- ---- ---- --- \ 7 w — /'' UNDE[� UNRECORDEDUNRECORDED E/%4NT EASEMENT , 122ND 5—T. — — — �— — ---------- T-- q54__.--- qaa i 964 ---- - -, -- ------------- ----- IL ------ ---------------- — — — — — ---------- 4 ------ - - - - - - - - - --- -- 24"RCP ----�' ��_ "RE� "182 q84 982 - - - - - • � - - - - - q8o N89°46 46"W - - - , - - - - - - - - z INV=g77.q =� — —ter INV=g78.3 — — — ._ / - - - - - - - - - - T — - -L - - - _9�g — \ - - - - -- - - - - - - - - - 98 q86 X - - - - - - - - - - CORNERSTONE HIGHWAY EASEMENT PER __980 ENTRANCE / `\,y-BOOK 304 OF DEEDS, / PAGE 3q2 NORTH LAND SURVEYING , INC. () 0 80 160 FILE NAME SURVLE79B e O // PROJECT NO. LE1 1079B U) � CERTIFICATE OF 0 H� / 978 LJ4SURVEY C) i SHEET 2 OF 2 SHEETS 1121� ILL COMMISSION NO: 160061004 O DRAWN BY: z CHECKED BY: SHEET Q z EXISTING CONDITIONS J W GENERAL CONSTRUCTION NOTES EROSION CONTROL NOTES GRADING AND DRAINAGE NOTES WATER STORM SEWER & SANITARY SEWER 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE STATE 1 . THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF NOTES DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF 1 . THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY ^pope S 1 G N WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ANY DISCREPANCIES. SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON G R O U P THESE STANDARDS AND SPECIFICATIONS. THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION 2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY 3. PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, POPE DESIGN GROUP CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS 767 N. EUSTIS STREET, SUITE 190 THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. STABILIZATION OCCURS. AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT ST. PAUL, MINNESOTA 55114 DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, 651.642.9200 SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, 3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED THE MOST STRINGENT SHALL GOVERN. STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING WWW.POPEDESIGN.COM 4. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER PERMITTING AGENCY OR OWNER. AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND DELETERIOUS MATERIAL. EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS CONSTRUCTION SECTION OF THIS SHEET. 5. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL I'D" OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH 4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN GUIDELINES OF Cl/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND OTHERWISE. AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN 5. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE GRADES. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND LiBERTY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE 5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF Classical Academy UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE JOB SITE TRAILER. SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK 6. BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION ACCORDING TO THE PLANS. IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A 5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND 6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH BY CONSTRUCTION SHALL BE REGRADED AND SODDED. FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, OR GREATER RAINFALL EVENT. RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL Liberty a a s s I a a BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR 7. EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, BE REPLACED AT THE CONTRACTOR'S EXPENSE. SUCH WORK. FOLLOWING: CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. A a a d e an O ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY 6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES 7.1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. Phase 1 o Lower WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. ANY DISCREPANCIES ARE DISCOVERED. AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING O O h o a A a h I t I o n MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 7.2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY 8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT H U G O MN 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, ��77 9 CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. PROJECT SPECIFICATIONS. AS INDICATED. THE MOST STRINGENT SHALL GOVERN. 8. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF 7.3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. 9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR 8. UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE LAND SURVEYOR PRIOR TO BACK FILLING. ■ REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION THE HEIGHT OF THE SILT FENCE. OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED S PERMITS. DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 9. CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED Kimley ))) Horn 7.4. THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY ©2023KIMLEY-HORN AND ASSOCIATES,INC. 9. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXHLTRATION, TELEVISION 767 EUSTIS STREET,SUITE 100,ST.PAUL,MN 55114 ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS PHONE:651-645-4197 CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF DEMAND. DESIGN ENGINEER PRIOR TO ANY EXCAVATION. SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS WWW.KIMLEY-HORN.COM THE OWNER AND NOTIFICATION TO THE ENGINEER. REQUIRED. 7.5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION 11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL 10. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE 10. BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION AGREEMENT, THE MOST STRINGENT SHALL GOVERN. OF 18-INCHES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING 7.6. PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. 12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE PAVING AND STRIPING NOTES THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE 12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION ENGAGED BY THE CONTRACTOR. OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN THE LANDSCAPING PLAN. STANDARDS AND SPECIFICATIONS. 12. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING 13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL STANDARDS (LATEST EDITION) OR STATE DOT SPECIFICATIONS AND STANDARDS (LATEST AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH ABANDONMENT PERMITS REQUIRED. EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 13. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO 2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL PROTECTION. EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. MADE. STANDARDS. 14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE 15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF PLANS. PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. FOR REVIEW. THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF 4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. MANNER. CONSTRUCTED TO SAME. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 15. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT 16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, 6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. INVERT IN TO INVERT OUT. THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. SEALED WITH JOINT SEALANT. 17. PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE 17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT 16. CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM ISSUES & REVISIONS DATE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE SPECIFICATIONS. 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM SCHEMATIC PRICING 4-14-23 INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES PRACTICE. MAIN. INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, 18. SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB 1 CITY SUBMITTAL 11-30-23 ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF 8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR UNLESS OTHERWISE NOTED. 18. PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES CITY & BCWD UTILITIES. TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. RESUBMITTAL 03-29-24 THE PROJECT DOCUMENTS. 19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND 9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE 20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL OPERATIONS. ENGINEER AND OWNER. FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE 21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE THIRD PARTY SUPPLEMENTAL INFORMATION ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. CONSTRUCTION WITHOUT COMPENSATION. ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL 22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 21. A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND 1. BOUNDARY&TOPOGRAPHIC SURVEY SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR TREES UNLESS A ROOT BARRIER IS UTILIZED. PERFORMED BY: CORNERSTONE LAND SURVEYING, INC AISLES EXCEED 2% 1.5% TARGET IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL ADDRESS: 1970 NORTHWESTERN AVE. SUITE 200 STILLWATER, MN 55082 ( ) 23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE PHONE: 651-275-8969 BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND 22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. z DATED: 12/09/2023 ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO SEDIMENT CONTROL BLANKET. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. O 2. GEOTECHNICAL EVALUATION REPORT PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY PERFORMED BY: AMERICAN ENGINEERING TESTING ISSUES. 24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. COMPANIES. U ADDRESS: 550 CLEVELAND AVE. N ST PAUL, MN 55114 PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER • PHONE: 651-659-9001 Z) I HEREBY CERTIFY THAT THIS PLAN, DATED: 05/12/2023 11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL 25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND 24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER `^ ENGINEER UNDER THE LAWS OF THE STATE OF V, MINNESOTA. CONTINUOUS GRADE. WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR z _ EXACT WALL WIDTH AND SPECIFICATIONS. O NOTJCTION 25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, U MICHAEL C.BRANDY,P.E. MATERIALS SPECIFICATIONS. O DATE: 03/29/2024 LIC.NO. 462661 26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND L.L SPECIFICATIONS. F___ COMMISSION NO: 160061004 O DRAWN BY: GAR 27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND z FOUNDATION PAD PREPARATION SPECIFICATIONS. CHECKED BY: MCB 28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED SHEET ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. Q z GENERAL NOTES Cl 00 W PID:3603121140001 OWNER:THRON GARY D&ALISON G ZONING:AG PID:3103120230006 USE: RES 1 UNIT OWNER: HOGAN DENNIS PID:3603121140003 &AMALIA OWNER:WANDSCHNEIDER ZONING:AG CHAD F&SARA I USE: RES 1 UNIT PID:3603121130002 OWNER:GOODSELL ROBERT F&KATHLEEN M I ZONING:AG ZONING:AG USE: RES 1 UNIT USE:AGRICULTURAL po e v;v DESIGN G R 0 U P PID:3603121130003 PID:3103120230004 POPE DESIGN GROUP OWNER: LOVAS DAVID&SHARA OWNER:COURTEAU I I I STEVE&CAROL 767 N. EUSTIS STREET, SUITE 190 ZONING:AG USE: RES 1 UNIT ZONING:AG ST. 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ZONING:AG I OWNER: MARCIA F DORNFELD USE: RES 1 UNIT T f I &ROBERT J DORNFELD TRS PHONE:651-645-4197 ZONNG:AG PID:3103120320001 USEI AGRICULTURAL WWW.KIMLEY-HORN.COM OWNER:CLASSICAL ACADEMY ZONING:AG I USE:SCHOOLS-PRIVATE I I I I PID:3103120310002 OWNER: MARCIA F DORNFELD& ROBERT J DORNFELD TRS �r ZONING:AG USE:AGRICULTURAL I I I I PID:3603121420005 OWNER: ECKER JOEL T&CHRISTINE E I ZONING:AG USE:AGRICULTURAL PID:3603121410002 OWNER: LIBERTY -- CLASSICAL ACADEMY ZONING:AG USE: SCHOOLS-PRIVATE I PID:3603121410016 OWNER: POIRIER PID:3603121410013 TERRY&TRACY PID:3603121410014 OWNER: ECKER MARY I ZONING:AG OWNER: FERGUSON USE: RES 1 UNIT PID:3603121410003 - r ' ' RUSTY&SHERYL ZONING:USE: RES 1 1 UNIT I — OWNER: QWEST ZONING:AG ZONING: AG USE: RES 1 UNIT USE: INDUSTRIAL I / I � I / w PID:3103120340004 Uj LU v OWNER:WITHROW CEMETERY ISSUES & REVISIONS DATE v m ZONING:AG / PID:3603121440003 � Z) USE: CEMETERY-PUBLIC / SCHEMATIC PRICING 4-14-23 OWNER: MARVIN E ZAHLER TRS PID:3103120330011 0o 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I �EXISTING DNR c I I I I , \ INV=69 _- MONITORING WELL, �) , , — — — — — — — � 0—ELC O—ELC /\C O=ELC PROTECT IN PLACE fL\C EI:e x - - ----_ xagol — —— = --———— — REMOVE EXISTING EXISTING UTILITIES, PROTECT IN PLACE --------- - CAN BE C ONSTRUCTED. FACILIT\IES TO B\E R\-E-M\-OV—\Ei D\SH�A—L L BEj UN-D�E RCUT\—TO J SU//IT�A B LE�M�ATE R_IA/L_ AN 1 CL_O/U-NTY T—AS NECES , 122ND ST •• \\—/— _ OR COORDINATE RELOCATION WITH DRIVEWAY -- _- _ _-_-- --��-- _ __ � — __ _ L_ CONNECTION MEP AND UTILITY COMPANIES INV=977.9 INYv078.3 LEGEND NOTES PROPERTY LINE 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL,AND DISPOSAL(IN A LOCATION 8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC. APPROVED BY ALL GOVERNING AUTHORITIES)OF ALL STRUCTURES, PADS,WALLS, FLUMES, FOUNDATIONS, (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES)AS APPROVED BY THE CONSTRUCTION I HEREBY BUYN CERTIFY DTIHRAETC THIS PLAN, LAN, REMOVE BITUMINOUS SURFACE SPECIFICATION OR REPORT WAS PREPARED D BY PARKING, DRIVES,DRAINAGE STRUCTURES, UTILITIES, ETC.SUCH THAT THE IMPROVEMENTS ON THE PLANS MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY, ME REMOVE CONCRETE SURFACE BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF REMOVE AGGREGATE SURFACE 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION,AND SHALL V^ MINNESOTA. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING MILL AND OVERLAY IN A LAWFUL MANNER.THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR DEMOLITION AND CONSTRUCTION. NOT CTION DISPOSAL.CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF O CLEARING&GRUBBING MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 10. PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE MICHAEL C.BRANDT,P.E. EROSION&SEDIMENT CONTROL PLANS/SWPPP. REMOVE CONCRETE CURB&GUTTER 3. THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.UTILITY DATE: 03/29/2024 MN 462661SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND 11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED LIC.NO. LIMITS OF CONSTRUCTION COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE O 0—ELC EXISTING OVERHEAD POWER LINE SURROUNDING PAVEMENT OR CURB,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL REPAIR. ELC EXISTING UNDERGROUND POWER LINE AND/OR RELOCATION OF UTILITIES.THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY COMMISSION NO: 160061004 x x x EXISTING CHAINLINK FENCE CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS EXISTING SANITARY SEWER ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES.THE CONTRACTOR IS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING DRAWN BY: GARRESPONSIBLE FOR PAYING ALL FEES AND CHARGES. PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION.CONTRACTOR WILL BE RESPONSIBLE FOR Z EXISTING STORM SEWER ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY.ANY COSTS ASSOCIATED EXISTING WATERMAIN 5. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA CHECKED BY: MCB GAS EXISTING GAS MAIN INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.THE ENGINEER COMPENSATION WILL BE PROVIDED. ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, COM EXISTING UNDERGROUND COMMUNICATION LINE THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. REFER TO THE SITE SURVEY FOR EXISTING INVERT AND RIM CTV EXISTING UNDERGROUND CABLE UTILITIES WITHIN PROPOSED WORK AREA. ELEVATIONS. NORTH Q SHEET 928— — — — EXISTING CONTOUR 6. EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR 15. IN THE EVENT A WELL IS FOUND,THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER ® ZSITE DEMOLITION PLAN _ _ _ _ _ _ _ _ EXISTING CURB&GUTTER FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION.ADDITIONAL IMMEDIATELY.ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH EXISTING SIGN UNMARKED OBSTACLES MAY EXIST ON THE SITE.VERIFY EXISTING CONDITIONS AND PROCEED WITH STATE REQUIREMENTS. CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES.GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED,THE CONTRACTOR SHALL WITH THE PROPOSED WORK. CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY.ALL CONTAINERS SHALL BE GRAPHIC SCALE IN FEET w DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 0 40 80 160 Know what's below. p o 7. ELECTRICAL,TELEPHONE,CABLE,WATER, FIBER OPTIC,AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.ADEQUATE TIME SHALL BE 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE;ACTIVE Cal I before you dig. PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 0- C200 PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. D E S I G N \ I I \ \ \ \ \ \ \\\\\\\\\\\��\ G R 0 U P \\ \ \ \\\\\\\�\\\\ ,f POPE DESIGN GROUP I \ / �, 767 N. EUSTIS STREET, SUITE 190 x x x x x x x \ ST. 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CONTRACTOR TO REMOVE SEDIMENTATION FROM BMP ONCE I wl \ I \ SITE HAS BEEN FULLY STABILIZED. \ \\\\ \\ \ \ \ \ \ \ \ \\\ \\ \ \ \ \ , \\ \ \ DO NOT DISTURB \\\\ \\\ \\ \ \ EXISTING NATIVE AREA \�\ \\ I \ I I / - \ N � I ✓I w I F \ I \ I \ \ \ \ \ \ \ \ 2.20% \ \�\\\\ II \ \ \ W 01 \ I I II I I I / \ /iaiaiaiaiaiiiiiiiiiiiaiaiaaaiaiia i�,r \ \ � \ \ I \ I I I ( ®- µ�a I fi I C SF SF SF 1 I� - - - - - - - \ \ \ \ \ - - I \ \ \ I \ \ vc+>� � � �.riaiior�iaiiiiiiaiii 4iraiaiaiiia/ \ \ \ � \ \ ! �` � U� \ � \ I\ •,1 � _;�_= I � I / � \ `� \ � \ _ � \ ���� / �o\ \ \ \ \ � � \ � \ \ ISSUES & REVISIONS DATE � Bl \ \\ \ 'I _ � - t A / \ I Jg$ \ \ I I \ \ \ \ \ \��� SCHEMATIC PRICING 4-14-23 f 1 CITY SUBMITTAL 11-30-23 �- 1 - - � \ \ / ` \ r26 �,�- I I r - �.,,,�,g I �,�,�✓ s„u/ W ` \ \ \ \ CITY & B C W D \ I W \ \ \ r g` I LO I ► / \ , \ \ / \ \ \ )® ` \ �� \ 03-29-24 l \\ \ RESUBMITTAL o ` i E66� \- - - - - - - - - - Y I - - - - -C -ELS O=LtE�B` _ _ _EL �..1 \`L ELC \ � 0-E C ��-b-�� 0-ELC /�l I _ / - O�C L� �Ems_ �0-ELC 0-KC _-_0-ELC 0-ELC ELC .L - \- A5= GAS `- - - � 0 ---- ---=� �_ - - - -- -- ------ -- L-- ------ / / �- , -__-- --- - ---- ------- ---------- ---------- --------------- ------------- ----- ---- �- - - �-� ------ ` - - 453.07 / 4 07 EFN _ \ \ ' 246 3.92 / - ---�---- -- --- -_�---------------�------------ -----�--------------------_�- ------- - ------ -_- '�i S89 3'42"W-_ \ l �_ i - �� \ / 1302.2� � ��_ �� _ I nq Iz LEGEND EROSION CONTROL PLAN NOTES PHASE 1 SEQUENCE OF CONSTRUCTION O SOIL MAP LEGEND � 1. THE STORM WATER POLLUTION PREVENTION PLAN SWPPP" IS 7. CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER 1. INSTALL PERIMETER EROSION CONTROL(I.E.SILT FENCE)AND INLET PROTECTION AT ROCK ENTRANCE ("SWPPP") EXISTING CTORMWATER INLETS. MAP UNIT SYMBOL MAP UNIT NAME ACRES IN AOI PERCENT OF AOI • U COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT � I HEREBY CERTIFY THAT THIS PLAN, DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. ANTIGO SILT LOAM, O TO 2% • �/ SPECIFICATION CERTIFY REPORT WAS PREPARED BY EROSION CONTROL BLANKET SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, 49 60.1 56.05% O LL ME OR UNDER MY DIRECT SUPERVISION AND 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. SUBSEQUENT REPORTS AND RELATED DOCUMENTS. OFFICE TRAILERS,AND TOILET FACILITIES. AND SOLID WASTE MATERIALS. SLOPES THAT I AM A DULY LICENSED PROFESSIONAL 5. CLEAR AND GRUB THE SITE. l-' 6. BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH ANTIGO SILT LOAM, 2 TO 6% �/� ENGINEER UNDER THE LAWS OF THE STATE OF INLET PROTECTION 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND 8. ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE 14. EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE 49B 6.6 6.2% vJ MINNESOTA. DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND TRUCKS,VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.)SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES PROPOSED DRAINAGE PATTERNS. SLOPES z 7. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. Z � � SILT FENCE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. ON THE PROJECT,AND INITIATED AS SOON AS PRACTICABLE. g. TEMPORARILY SEED,THROUGHOUT CONSTRUCTION,DISTURBED AREAS THAT WILL BE 120 BRILL SILT LOAM 11.8 11.1% h NOT CTION GENERAL PERMIT,AND BECOME FAMILIAR WITH THEIR CONTENTS. Know what's S below. O 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH INACTIVE FOR 7 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING (BMP'S) PERMIT(S). Call before you dig. MICHAEL C.BRANDY,P.E. LIMITS OF DISTURBANCE 3. BEST MANAGEMENT PRACTICES BMP'S AND CONTROLS SHALL FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, CHETEK SANDY LOAM, 1 TO CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND 155B 1.4 1.40% MN APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL AND LEAKS. REGULATIONS FOR THE DURATION OF CONSTRUCTION. NOTE:THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS 6% SLOPES O DATE: 03/29/2024 LIC.NO. 462661 x x SAFETY FENCE CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION OR OWNER. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON 16. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE PURPOSES.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND MAHTOMEDI LOAMY SAND, 6 U_ BIOROLL SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. 454C 0.6 .5% 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR TO 12% SLOPES DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE NORTH O COMMISSION No: 160061004 SOIL BOUNDARY-PER NRCS CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF PROHIBITED. CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND BARRONETT SILT LOAM, 0 TO IS NECESSARY. 456 2.7 2.6% SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS 2% SLOPES DRAWN BY: GAR XXX SOIL TYPE-PER NRCS WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. z CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL 507 POSKIN SILT LOAM 18.1 17% WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE PHASE I BMP QUANTITIES CHECKED BY: MCB ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE SWPPP UPDATES & AMENDMENTS GRAPHIC SCALE IN FEET AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN DITCHES OR WATERS OF THE STATE. ±6,675 LF W WATER 0.1 .1% 0 40 80 160 KEYNOTE LEGEND APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR SILT FENCE DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE 12. STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS SHEET OA SILT FENCE PAID BY THE CONTRACTOR. OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION INLET PROTECTION 3 EA TOTAL FOR AREA OF INTEREST 106.5 100% Q WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE z EROSION AND SEDIMENT 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, DURATION OF LAND DISTURBING ACTIVITIES.AT A MINIMUM,UPDATES SHALL OB INLET PROTECTION BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE ROCK CONSTRUCTION ENTRANCE 2 EA C STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT O G CONTROL PLAN - PHASE 1 DISTURBANCE ON ANY AREA OF THE SITE. EROSION. SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR C ROCK CONSTRUCTION ENTRANCE NOTING THE LOCATION OF THE JOB SITE TRAILER,TEMPORARY PARKING& J 6. THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY LAYDOWN AREAS, PORTA-POTTY,WHEEL WASH,CONCRETE WASHOUT, FUEL CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION &MATERIAL STORAGE,SOLID WASTE CONTAINERS,AND OTHER Uj BY THE GENERAL PERMIT. OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES RUNOFF. C300 l \ \ I \\\��\ \ \\ \01 \ 1 \ \\\\ \\ \ D E S I G N GROUP \ ,f POPE DESIGN GROUP 767 N. EUSTIS STREET, SUITE 190 ST. 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CONTRACTOR TO REMOVE q \ SEDIMENTATION FROM BMP ONCE � �� \��\ � ���\\ ��\\� \\\ \\\ \ \ \ \\ \ \ \ I SITE HAS BEEN FULLY STABILIZED. \� \�� xN,A �Z VXV,NA,� I ✓ B 9 B o� ov v�. ov 0��v�vvv vvv v v vv vv \ I I I ,��. � \ �'�' �0\��� c0 987 II V0��,. ► , \\ �\V���\VAVVVA��\ v A V \ \ -J I � sF sF -a - v`• 0��� � 0 \\ \ V\ \ \ � \ \ r I I B \ \ o�o�\�� , '7 � I � `-'I I � ✓ I 986 \ �\�� � -� \ \� �� \\ \\ - I o � � � B 986 irvvrrm vrr r rrrrrrre ////////// ✓ \ \ \ VA �� VA VA \ \ \ I I `o� I B 9a6 V °�°o�vo v vvvvoffvvvvvv���\ \ \ \ VA 5 c 9� AA�VAA L� a s XX x� ilk► 4I �.�� ' �X IXW I \ v \ \ \ II► III r .mac r W N \ X \ \ 4 I �' / �I. I► ., r r r r �ra� ISSUES & REVISIONS DATE 1, \ \ SCHEMATIC PRICING 4-14-23 A ����� ,� ��,.,,� v / - - I I -I- - \ \ \ \ \�\`�•� ���/I' i \ \ \ _ _ 1 CITY SUBMITTAL 11 3 0 2 3 \ \\��t����- ------ �i j�/ - CITY & BCW D 03-29-24 ----- RESUBMITTAL VaIr -ELc 0m10 _ L� Ems- 0-E C --0-€tom -b-ft� 0-ELC 0-ELC a/ 0-ELC 0-ELC ELC GAS - GAS - '-�{ - / \ --------C- --- ---`-- �� -------,-X _�-- ---- ---------- w / / ---- ------\ - - - -_--------------- -- ----_------- --- - - _=:77 _ q) LEGEND EROSION CONTROL PLAN NOTES PHASE 2 SEQUENCE OF CONSTRUCTION zz ROCK ENTRANCE 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS 7. CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER 1. TEMPORARILY SEED,THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE SOIL MAP LEGEND COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT INACTIVE FOR 7 DAYS OR MORE. DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, 2, CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING EROSION CONTROL BLANKET SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, MAP UNIT SYMBOL MAP UNIT NAME ACRES IN AOI PERCENT OF AOI UNDERGROUND STORMWATER MANAGEMENT SYSTEM. I HEREBY CERTIFY THAT THIS PLAN, SUBSEQUENT REPORTS AND RELATED DOCUMENTS. OFFICE TRAILERS,AND TOILET FACILITIES. AND SOLID WASTE MATERIALS. 3. INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES ANTIGO SILT LOAM, 0 TO 2% SPECIFICATION OR REPORT WAS PREPARED BY AS EACH STRUCTURE IS CONSTRUCTED. 49 60.1 56.05% I.J� ME OR UNDER MY DIRECT SUPERVISION AND INLET PROTECTION 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND 8. ALL WASH WATER FROM THE CONSTRUCTION SITE CONCRETE 14. EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE SLOPES ( 4. COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS I-- THAT I AM A DULY LICENSED PROFESSIONAL DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND TRUCKS,VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.)SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES THEY ARE BROUGHT TO FINAL GRADE. ANTIGO SILT LOAM, 2 TO 6% �/� ENGINEER UNDER THE LAWS OF THE STATE OF SILT FENCE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. ON THE PROJECT,AND INITIATED AS SOON AS PRACTICABLE. 5. PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 49B SLOPES 6.6 6.2% v) MINNESOTA. ��� GENERAL PERMIT,AND BECOME FAMILIAR WITH THEIR CONTENTS. 6. CONSTRUCT PAVEMENTS,CURB&GUTTER,AND SIDEWALKS. -- 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND 15. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH 7, AS APPROPRIATE, REPLACE&MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED 120 BRILL SILT LOAM 11.8 11.1% z NOT CTION LIMITS OF DISTURBANCE 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AREAS AS WORK PROGRESSES. NORTH O CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND 8. COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION(SEEDING, U MICHAEL C.BRANDT,P.E. x x SAFETY FENCE APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL AND LEAKS. REGULATIONS FOR THE DURATION OF CONSTRUCTION. SODDING, ETC.)WITHIN LANDSCAPED AREAS. CHETEK SANDY LOAM, 1 TO CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER 9. WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE 155B 1.4 1.40% MN OR OWNER. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON 16. THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION& 6% SLOPES O DATE: 03/29/2024 LIC.NO. 462661 BL BIOROLL SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE MAHTOMEDI LOAMY SAND, 6 GRAPHIC SCALE IN FEET SOIL BOUNDARY-PER NRCS CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF PROHIBITED. CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND 454C o 0.6 .5% 0 40 80 160 NOTE:THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS TO 12/o SLOPES SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION I-- COMMISSION NO: /60061004 XXX SOIL TYPE-PER NRCS WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. PURPOSES.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND BARRONETT SILT LOAM, 0 TO o CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. 456 2% SLOPES 2.7 2.6/o O WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY,PRIOR TO AND/OR z DRAWN BY: GAR KEYNOTE LEGEND ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE 507 POSKIN SILT LOAM 18.1 17% AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN DITCHES OR WATERS OF THE STATE. SWPPP UPDATES & AMENDMENTS IS NECESSARY. CHECKED BY: MCB OA SILT FENCE APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE 12. STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED W WATER 0.1 .1% OB INLET PROTECTION PAID BY THE CONTRACTOR. OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE PHASE II BMP QUANTITIES WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF SHEET 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT + TOTAL FOR AREA OF INTEREST 106.5 100% Q OC ROCK CONSTRUCTION ENTRANCE SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES.AT A MINIMUM, SILT FENCE 6,700 LF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS • O z EROSION AND SEDIMENT DISTURBANCE ON ANY AREA OF THE SITE. EROSION. INLET PROTECTION 65 EA C OD BIOROLL DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS G 6. THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, CONTROL PLAN - PHASE 2 CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION TEMPORARY PARKING&LAYDOWN AREAS, PORTA-POTTY,WHEEL WASH, ROCK CONSTRUCTION ENTRANCE 2 EA J BY THE GENERAL PERMIT. OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONCRETE WASHOUT, FUEL&MATERIAL STORAGE,SOLID WASTE W DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES CONTAINERS,AND OTHER CONSTRUCTION RELATED FACILITIES THAT BIOROLL ±1,800 LF Know what's be low. MAY IMPACT STORMWATER RUNOFF. Call before you dig. 0- C301 EXISTING SHED EXISTING HOME p 0 % PDEsiGN G R 0 U P POPE DESIGN GROUP EXISTING FENCING I 767 N. EUSTIS STREET, SUITE 190 I I —x x x —x x x x x x x x x ST. 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I APPROXIMATE - I ` EXISTING G � LOCATION HOUSE i / I 1 CITY SUBMIT TAL 11-30-23T OF SEPTIC 1,849 SQ.FT.AREA HIGHNY W EASEMNTR CENTERLINE PER CITY BCWD 7P 03-29-24SEPTIC O-F _ DEEDS, RESUBMITTAL� S G' 01_T I � --DEEDS, PA 9 O HIGHWAY 393 393 -- — — — — _ — — ELC- - ASEMENT-PER II — — — — — — — — — — — — — — — — �0-ELC�O-ELC�O-ELC 0�0�_ — — — — 16"CMP — —0 ELC (-ELC y I EXISTING DNR MONITORING WELL - - - - - - � - - - - _ - - - (-ELC - - - - - - - - / DEEDS, PAGE I i - - - - - - - - - - - - - - 0-ELC 0-ELC��EL� - - -Erc— INv=eeD., b 6 0.3i - - - - - - - - - - - - - _�------- 390 6"CMP C - 0 C— —O�LL- — EtC— — —OrttC— —� —O=ELC -, ELC 0-ELC- a�O-ELC — — _--- -INV=981.9 —(_ INV-978.2--- r INV=978.3 — — — — — — — — — — — — — INV=981.8 0-ELC— r--� ' �01.61 I ------- ---------NTIAL RTW U OzuC n-cLC— — - -S,G� � - —O-E C - -O-ELC 0-ELC 0-L'LC 0-ELC 0-ELC — � L—�� — — — — — — — — —� — — — — — — -T — — — — — — — — — — — — — — — — — — — — — — ---- -7,66 EASEMENT - - ----------- ----- --- ------------- -------------------- -------------------------------------CLlL — Y ��V - -T��------------------------ 11NRF tjNgFcngpFp EASEMENT ------- ---- --- ----------33`DE�O7EI\TTIRC� — — \ GAS GAS GAS GAS G9 ------------------------ N / 66' OF POTENTIAL R/W�__- — --_ - - — - - - - - - - - - - - - — 122NDST - - - — — — — _ _---- --------------- - W ----------------------------------------------- — —t — —I ------------- ___— ----- ------------- _ _ — — — — — __ — M9 24_RCP_ \__24'RCP— — — — — — — — — — — — — — — —L— —J — \ F — — �- -_ - - - - - - - - - - - - - x 1 / - - - - - - - - - - - - - - —INV=977�9-/ — 11NV=978.3 - - - - - - - - - - - - - - - - - - - - - - — II � - T - x W � HIGHWAY EASEMENT PER I 0 \----BOOK 304 OF DEEDS, / PAGE 392 I � Z O LEGEND PHASE I PARKING PROPERTY SUMMARY U PROPERTY LINE TOTAL REQUIRED PHASE I PARKING TOTAL PROPERTY AREA 82.19 AC/3,580,153 SF I HEREBY CERTIFY THAT THIS PLAN, — — PER CITY OF HUGO CODE, 1 SPACE PER 100 LOWER n/ SPECIFICATION OR REPORT WAS PREPARED BY 64 SPACES DISTURBED AREA 77.88 AC/3,392,436 SF LL ME OR UNDER MY DIRECT SUPERVISION AND CONCRETE SIDEWALK SCHOOL STUDENTS + 1 SPACE PER 4 UPPER SCHOOL I-- THAT I AM A DULY LICENSED PROFESSIONAL STUDENTS + 1 SPACE PER CLASSROOM) EXISTING IMPERVIOUS AREA 3.20 AC/139,392 SF/3.89% `^ ENGINEER UNDER THE LAWS OF THE STATE OF V J MINNESOTA. ASPHALT PAVEMENT EXISTING PERVIOUS AREA 78.99 AC/3,440,761 SF/96.11% O NOT CTION PROPOSED PHASE I PARKING 205 SPACES PROPOSED IMPERVIOUS AREA 5.79 AC/252,057 SF/7.0% r , v MICHAEL C.BRANDT,P.E. GRAVEL PARKING AREA PHASE I CAMPUS PROJECTIONS PROPOSED PERVIOUS AREA 76.40 AC/3,328,096SF/93.0% n/ MN AREA OF WETLAND IMPACT 0.00 AC/0 SF 1� DATE: 03/29/2024 LTC.NO. 462661 O STORMWATER BASIN IfffL r r r r PROJECTED PHASE I STUDENT POPULATION 336 SITE DATA COMMISSION NO: 160061004 PROPOSED SEPTIC FIELD EXISTING ZONING AG O PHASE I LOWER SCHOOL STUDENTS 186 z DRAWN BY: GAR —x—x—x—x—x— SITE FENCING PROPOSED ZONING AG I CHECKED BY: MCB PHASE I MIDDLE SCHOOL STUDENTS 0 PROPOSED LAND USE CONDITIONAL USE PERMIT-PRIVATE SCHOOL FRONT YARD BUILDING SETBACK 40' NORTH Q SHEET PHASE I HIGH SCHOOL STUDENTS 150 7 SIDE YARD BUILDING SETBACK 20' , 0 L OVERALL PHASE I SITE PHASE 1 STAFF COUNT 35 REAR YARD BUILDING SETBACK 50' G PLAN ROW PARKING SETBACK 10, GRAPHIC SCALE IN FEET J TOTAL NUMBER OF PHASE I CLASSROOMS 24 RESIDENTIALLY ZONED PROPERTY PARKING 10, 0 40 80 160 Know what's below. Lij SETBACK Call before you dig. ALL OTHER PROPERTY LINE PARKING SETBACK 5' 0- C402 �� DESIGN p o e EXISTING FENCING EXISTING SHED G R O U P I I -x x x x x x x x x x x I POPE DESIGN GROUP 767 N. EUSTIS STREET, SUITE 190 ( I ST. PAUL, MINNESOTA 55114 651.642.9200 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WWW.POPEDESIGN.COM I I I I I I 64 �IvO =983.8 J ----------------------------------- - JE --------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------ — _ T _ FLED---N ------------------------------------------ ---- LiBERTY — � � — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Classical Academy CUL\ ERT FLED a FILLED IN i4 I J ! 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C) I I I ; ISSUES & REVISIONS DATE II I , SCHEMATIC PRICING 4-14-23 I I 1 CITY SUBMITTAL 11-30-23 CITY & BCWD I � I i RESUBMITTAL 03-29-24 � I I I EXISTING DRIVEWAY I I I I I I I I I K MATCH LINE SEE SHEET C405 I LEGEND z PROPERTY LINE PHASE I PARKING PROPERTY SUMMARY KEYNOTE LEGEND O STOP SIGN(R1-1)AND STOP BAR PER MUTCD STANDARDS O TOTAL PROPERTY AREA 82.19 AC/3,580,153 SF AO SIDEWALK,SEE INSET A O PICK UP/DROP OFF LANE SIGN SETBACK LINE TOTAL REQUIRED PHASE I PARKING U (PER CITY OF HUGO CODE, 1 SPACE PER 100 LOWER DISTURBED AREA 77.88 AC/3,392,436 SF BO ASPHALT PAVEMENT,SEE INSET B OU DO NOT ENTER/FIRE ACCESS ONLY'SIGN SPECIFICATION OR REPORT WAS PREPARED BY I HEREBY CERTIFY THAT THIS PLAN, SCHOOL STUDENTS + 1 SPACE PER 4 UPPER SCHOOL 64 SPACES ��// PROPOSED CURB AND GUTTER ° C403 C404 LL STUDENTS + 1 SPACE PER CLASSROOM) EXISTING IMPERVIOUS AREA 3.20 AC/139,392 SF/3.89/° OC ASPHALT MILL AND OVERLAY,SEE INSET C OV ONE WAY DO NOT ENTER SIGN THAT T I UNDER DULY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ^ ENGINEER UNDER THE LAWS OF THE STATE OF EXISTING PERVIOUS AREA 78.99 AC/3,440,761 SF/96.11% DO AGGREGATE TRAILS,SEE INSET E OW BITUMINOUS CURB V J MINNESOTA. CONCRETE SIDEWALK z NOT CTION PROPOSED PHASE I PARKING 205 SPACES PROPOSED IMPERVIOUS AREA 5.79 AC/252,057 SF/7.0% OE B612 CURB&GUTTER O PROPOSED PERVIOUS AREA 76.40 AC/3,328,096 SF C405 )C46/93.0% F TRANSITION CURB&GUTTER U MICHAEL C.BRAASPHALT PAVEMENT PHASE I CAMPUS PROJECTIONSNDY,P.E. AREA OF WETLAND IMPACT 0.00 AC/0 SF GO MATCH EXISTING EDGE OF PAVEMENT/CURB&GUTTER m I..L DATE: 03/29/2024 LIC.NO. 462661 I O PROJECTED PHASE I STUDENT POPULATION 336 SITE DATA O ACCESSIBLE PARKING SIGN -- GRAVEL PARKING AREA AREA KEY MAP (N.T.S.) 10 ACCESSIBLE PARKING I--- COMMISSION NO: 160061004 PHASE I LOWER SCHOOL STUDENTS 186 EXISTING ZONING AG O r r r r r STORMWATER BASIN D ACCESSIBLE PEDESTRIAN CURB RAMP z DRAWN BY: GAR PROPOSED ZONING AG � CHECKED BY: MCB PHASE I MIDDLE SCHOOL STUDENTS � PROPOSED LAND USE CONDITIONAL USE PERMIT-PRIVATE OK PROPOSED WELL PROPOSED SEPTIC FIELD SCHOOL OL REMOVABLE BOLLARD FRONT YARD BUILDING SETBACK 40' NORTH Q SHEET PHASE I HIGH SCHOOL STUDENTS 150 MO LANDSCAPE AREA,SEE LANDSCAPE PLANS SIDE YARD BUILDING SETBACK 20' NO • ® z PHASE I SITE PLAN ROW PARKING SETBACK 10' PHASE 1 STAFF COUNT 35 REAR YARD BUILDING SETBACK 50' GRAVEL PARKING AREA OO PAVEMENT MARKING ARROW 182 ENLARGEMENT J OP PEDESTRIAN CROSS WALK GRAPHIC SCALE IN FEET TOTAL NUMBER OF PHASE I CLASSROOMS 24 RESIDENTIALLY ZONED PROPERTY PARKING SETBACK 10 QO PAVEMENT MARKING-SOLID STRIPING O 20 40 $O Know what's below. 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APPROXIMATE SEPTIC WETLAND SETBACK SYSTEM FOR �\ PHASE ONE, SEE SEPTIC PLANS FOR DETAIL I I APPROXIMATE I I WETLAND LIMITS Ing O O I _ 170 431 \ I y \ \ \ I ISSUES & REVISIONS DATE UTILITY BUILDING, SEE \ I ' SCHEMATIC PRICING 4-14-23 ARCHITECTURAL PLAN I 1 CITY SUBMITTAL 11-30-23 1 CITY & BCWD \ 03-29-24 RESUBMITTAL =1 I / \ =III= 20 WIDE GRAVEL ACCESS PATH \ \ \ o� =III < A HI �I E SEE SHE,-T\C4Q6\ mom LEGEND z PROPERTY LINE PHASE I PARKING PROPERTY SUMMARY KEYNOTE LEGEND OS STOP SIGN(R1-1)AND STOP BAR PER MUTCD STANDARDS O TOTAL PROPERTY AREA 82.19 AC/3,580,153 SF AO SIDEWALK,SEE INSET A OT PICK UP/DROP OFF LANE SIGN SETBACK LINE TOTAL REQUIRED PHASE I PARKING it (PER CITY OF HUGO CODE, 1 SPACE PER 100 LOWER DISTURBED AREA 77.88 AC/3,392,436 SIF BO ASPHALT PAVEMENT,SEE INSET B OU DO NOT ENTER/FIRE ACCESS ONLY'SIGN I HEREBY CERTIFY THAT THIS PLAN, SCHOOL STUDENTS + 1 SPACE PER 4 UPPER SCHOOL 64 SPACES ° THATT I AM A DU�I C403 C404 � SPECIFICATION OR REPORT WAS PREPARED BY PROPOSED CURB AND GUTTER STUDENTS + 1 SPACE PER CLASSROOM) EXISTING IMPERVIOUS AREA 3.20 AC/139,392 SF/3.89/o OC ASPHALT MILL AND OVERLAY,SEE INSET C OV ONE WAY DO NOT ENTER SIGN I UNDER DULY DIRECT SUPERVISION AND THAT LICENSED PROFESSIONAL �^^ ENGINEER UNDER THE LAWS OF THE STATE OF EXISTING PERVIOUS AREA 78.99 AC/3,440,761 SF/96.11% DO AGGREGATE TRAILS,SEE INSET E OW BITUMINOUS CURB I I V JJ MINNESOTA. CONCRETE SIDEWALK II z PROPOSED PHASE I PARKING 205 SPACES PROPOSED IMPERVIOUS AREA 5.79 AC/252,057 SF/7.0% OE B612 CURB&GUTTER O NOT CTION PROPOSED PERVIOUS AREA 76.40 AC/3,328,096 SF/93.0% OF TRANSITION CURB&GUTTER U MICHAEL C.BRA ASPHALT PAVEMENT PHASE I CAMPUS PROJECTIONS NDY,P.E. ��'�// AREA OF WETLAND IMPACT 0.00 AC/0 SIF Go MATCH EXISTING EDGE OF PAVEMENT/CURB&GUTTER m C405 C4 6 I..L DATE: 03/29/2024 LIC.NO. 462661 O PROJECTED PHASE I STUDENT POPULATION 336 SITE DATA O ACCESSIBLE PARKING SIGN -- MOM= GRAVEL PARKING AREA AREA KEY MAP (N.T.S.) to ACCESSIBLE PARKING I--- COMMISSION NO: 160061004 PROPOSED ZONING AG PHASE I LOWER SCHOOL STUDENTS 186 EXISTING ZONING AG O r r r r r STORMWATER BASIN D ACCESSIBLE PEDESTRIAN CURB RAMP z DRAWN BY: GAR � CHECKED BY: MCB PHASE I MIDDLE SCHOOL STUDENTS O PROPOSED LAND USE CONDITIONAL USE PERMIT-PRIVATE OK PROPOSED WELL PROPOSED SEPTIC FIELD SCHOOL OL REMOVABLE BOLLARD FRONT YARD BUILDING SETBACK 40' NORTH Q PHASE I HIGH SCHOOL STUDENTS 150 Mo LANDSCAPE AREA,SEE LANDSCAPE PLANS SHEET SIDE YARD BUILDING SETBACK 20' NO • PHASE 1 STAFF COUNT 35 REAR YARD BUILDING SETBACK 50' GRAVEL PARKING AREA ® z PHASE I SITE PLAN OO ROW PARKING SETBACK 10' PAVEMENT MARKING ARROW 2 ENLARGEMENT J OP PEDESTRIAN CROSS WALK GRAPHIC SCALE IN FEET TOTAL NUMBER OF PHASE I CLASSROOMS 24 RESIDENTIALLY ZONED PROPERTY PARKING SETBACK 10 Qo PAVEMENT MARKING-SOLID STRIPING 0 20 40 $O Know what's below. 0 ALL OTHER PROPERTY LINE PARKING SETBACK 5' Call before you dig. 0 O AREA STRIPED WITH 4"SYSL @ 45°2'O.C. 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CONCRETE SIDEWALK II z PROPOSED PHASE I PARKING 205 SPACES PROPOSED IMPERVIOUS AREA 5.79 AC/252,057 SF/7.0% OE B612 CURB&GUTTER O NOT CTION PROPOSED PERVIOUS AREA 76.40 AC/3,328,096 SF/93.0% OF TRANSITION CURB&GUTTER U MICHAEL C.BRANDT,P.E. ASPHALT PAVEMENT PHASE I CAMPUS PROJECTIONS AREA OF WETLAND IMPACT 0.00 AC/0 SF OG MATCH EXISTING EDGE OF PAVEMENT/CURB&GUTTER C405 C4 6 L.L DATE: 03/29/2024 MC.NO. 462661 MILL AND OVERLAY PROJECTED PHASE I STUDENT POPULATION 336 O ACCESSIBLE PARKING SIGN y/y y/yy j j/y,' --- O SITE DATA OI ACCESSIBLE PARKING AREA KEY MAP (N.T.S.) I- COMMISSION NO: 160061004 PHASE I LOWER SCHOOL STUDENTS 186 EXISTING ZONING AG GRAVEL PARKING AREA JO ACCESSIBLE PEDESTRIAN CURB RAMP O DRAWN BY: GAR PROPOSED ZONING AG Z r r r r r STORMWATER BASIN PHASE I MIDDLE SCHOOL STUDENTS 0 PROPOSED LAND USE CONDITIONAL USE PERMIT-PRIVATE OK PROPOSED WELL I CHECKED BY: MCB r r r r r SCHOOL OL REMOVABLE BOLLARD PROPOSED SEPTIC FIELD PHASE I HIGH SCHOOL STUDENTS 150 FRONT YARD BUILDING SETBACK 40' OM LANDSCAPE AREA,SEE LANDSCAPE PLANS NORTH • SHEET SIDE YARD BUILDING SETBACK 20' ON • ® PHASE 1 STAFF COUNT 35 REAR YARD BUILDING SETBACK 50' GRAVEL PARKING AREA z PHASE I SITE PLAN OO ROW PARKING SETBACK 10' PAVEMENT MARKING ARROW 2 ENLARGEMENT O J P TOTAL NUMBER OF PHASE I CLASSROOMS 24 RESIDENTIALLY ZONED PROPERTY PARKING PEDESTRIAN CROSS WALK GRAPHIC SCALE IN FEET Uj SETBACK 10 OQ PAVEMENT MARKING-SOLID STRIPING 0 20 40 80 Know what's below. n/ ALL OTHER PROPERTY LINE PARKING SETBACK 5' O AREA STRIPED WITH 4"SYSL @ 45°2'O.C. 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CONCRETE SIDEWALK II Z PROPOSED PHASE I PARKING 205 SPACES PROPOSED IMPERVIOUS AREA 5.79 AC/252,057 SF/7.0% OE B612 CURB&GUTTER O NOT CTION PROPOSED PERVIOUS AREA 76.40 AC/3,328,096 SF/93.0% OF TRANSITION CURB&GUTTER U MICHAEL C.BRA ASPHALT PAVEMENT PHASE I CAMPUS PROJECTIONS NDY,P.E. AREA OF WETLAND IMPACT 0.00 AC/0 SF OG MATCH EXISTING EDGE OF PAVEMENT/CURB&GUTTER m C405 C4 6 L.L DATE: 03/29/2024 MC.NO. 462661 PROJECTED PHASE I STUDENT POPULATION 336 H ACCESSIBLE PARKING SIGN - I' ' ' ' ' ' ' ' ' ' O MOM= GRAVEL PARKING AREA SITE DATA O /��� �// LL 0PHASE I LOWER SCHOOL STUDENTS 186 ACCESSIBLE PARKING AREA KEY MAP (N.T.S.) 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LU J LU LiBERTY Oass�ual Academy / / r / r / / / / / / / / r / r / / / / / •••'�: �:•.•.\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ v v v l/ l/ v v y l/ l/ !/ !/ l/ !/ !/ !/ SEPTIC APPROXIMATE Liberty Dassicd \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �� \� \� \ \ \ \� \� \ \� �� �� \/� \� /� //��' WETLAND SETBACK — \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � � � � � -� �'�, APPROXIMATE Accidern WETLAND LIMITS � � 0 h a se 1 ° Cower •�\/\ \i/i iii\i\i\ \i \iii/\iii r\i/\i/\i/\i/\i/\i i/\i '_'_ ••��� /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ �\ ll�' ll�� !!�� !!�� V V —lam !� V V � � > ° ° r:: :.:::::::::::::::: Cch oo Addition HUGO UH _:_ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .•.� �•. / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /\i\i\i\i\i\i\i\r\i\r\i\�\i\i\i\�\i\i\r\i\r\i\r > > .:'�•�:::::::�::�:�:::::::::..:: / r / rrr / rrrr / r / r / / / rrrrrrrr / r / r / r / rr \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \�\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � k .�!..�..,.,•.................... \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �� r / rrrrrr / / / r / r / rrrrrr / / / / / / / / / / / / / / / / / / / / / / / / / / / i � — � 7 _ :• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �: / / / / / / / / / / / / / / / / / / / / / / / / / / / r / r / / / / / / / / / / / / / / r / r / r / r / r / r / r / r / r / / / / / / / / / / / / / r / r / / / r / r r / r / r / r / / / �i SEPTIC — Qi-, ... ........... 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I I•,, ::.:.:.'J EXISTING HOME/SHED AREA ................ . e .....:. I I \ — ..'1 {]J 1 L 0-EL .. .... ...... r�:�:.:.:.:.:.:.................. ❑ ISSUES & REVISIONS DATE SCHEMATIC PRICING 4-14-23 o- 1 C - u „ „ „ a�— - —— � i�� a� � \ ✓fib o-EEc o-EEc � � �—oxeEL— R �h � — — n� \y \ � _ ��� - � E ��/✓� _ 1 CITY SUBMITTAL 11-30-23 122ND ST. N. 122ND ST. N. _ - - - � - CITY & BCWD — — — — — 122ND ST — — — — — — — — — — 03-29-24 w RESUBMITTAL _ _ — I — GRAPHIC SCALE IN FEET 0 40 80 160 ■ cJ T LANDSCAPE SUMMARY - HUGO j �� LANDSCAPE LEGEND LANDSCAPE NOTES GENERAL LANDSCAPE REQUIREMENTS i � I�� � EDGER (TYP.) 1. IRRIGATION SYSTEM TO BE CONNECTED TO STORMWATER POND FOR WATER RE-USE AND SHALL INCLUDE A POTABLE WATER SUPPLY FOR BACKUP COMMERCIAL TREES REQUIRED: ONE OVERSTORY DECIDUOUS SHADE TREE FOR EVERY 2,000 SQUARE FEET OF TOTAL BUILDING AREA OR ONE TREE FOR EVERY 100 FEET OF SITE PERIMETER,WHICHEVER IS GREATER. �� �� SOD ALL ID DISTMATE URBED AREAMITS OF O(TYIP)IRRIGATION, 2. ALL LAWN/MANICURED/PLANTING BEDS SHALL INCLUDE IRRIGATION 17 DECIDUOUS SHADE TREE_(33,420 S.F.TOTAL BUILDING AREA/2,000) �• SEED/ SOD EDGE (TYP.) 3. NATIVE GRASS AREAS SHALL INCLUDE TOPSOIL, EROSION CONTROL MEASURES OR ���\ AND SEED MIXES 55 DECIDUOUS SHADE TREE=(5,480 L.F.TOTAL SITE PERIMETER/100) W W W 4. REFER TO THE GEOTECH RECOMMENDATIONS FOR THE POTENTIAL TO REUSE z ONE CONIFEROUS TREE FOR EVERY 2,000 SQUARE FEET OF BUILDING OR ONE CONIFEROUS TREE ..,w,W,w SOD (TYP.) EXISTING SOIL AND/OR IMPORT PLANTING SOIL IF NEEDED FOR EVERY 200 FEET OF SITE PERIMETER,WHICHEVER IS GREATER. O 17 CONIFEROUS TREE=(33,420 S.F.TOTAL BUILDING AREA/2,000) MESIC PRAIRIE GENERAL - MNDOT SEED MIX 35:241 U OR I HEREBY CERTIFY THAT THIS PLAN, STORMWATER SOUTH &WEST - MNDOT SEED �/ SPECIFICATION OR REPORT WAS PREPARED BY 28 CONIFEROUS TREE=(5,480 L.F.TOTAL SITE PERIMETER/200) L.L ME OR UNDER MY DIRECT SUPERVISION AND MIX 33-261 THAT I AM A DULY LICENSED PROFESSIONAL ONE ORNAMENTAL TREE FOR EVERY 2,000 SQUARE FEET OF BUILDING OR ONE ORNAMENTAL TREE `^ LANDSCAPE ARCHITECT UNDER THE LAWS OF FOR EVERY 200 FEET OF SITE PERIMETER,WHICHEVER IS GREATER. \ \ LOW MAINTENANCE TURF - MNDOT SEED MIX V7, THE STATE OF MQI�N/fNESOTA. pp 17 ORNAMENTAL TREE=(33,420 S.F.TOTAL BUILDING AREA/2,000) 25-131 Z O OR NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION U MITCHELL COOKAS,PLA 28 ORNAMENTAL TREE=(5,480 L.F.TOTAL SITE PERIMETER/200) CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT MN PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER/ DATE: 03/29/2024 LIC.NO. 56522 TOTAL TREES REQUIRED: 111 TREES=(55 SHADE TREE)+(28 CONIFEROUS TREE)+(28 ORNAMENTAL TREE) SUPPLIER SPECIFICATION AND REQUIREMENTS O LL TOTAL TREES PROVIDED: 111 TREES=(55 SHADE TREE)+(28 EVERGREEN TREE)+(28 ORNAMENTAL TREE) TOTAL LAWN / MANICURED AREA 23 AC � COMMISSION NO: 160061004 97 TREES WITHIN HUGO&14 TREES WITHIN MAY TOWNSHIP O z DRAWN BY: SHRUBS REQUIRED: ONE SHRUB FOR EVERY 300 SQUARE FEET OF BUILDING OR ONE SHRUB FOR EVERY THIRTY FEET OF TOTAL PLANTING BED AREA .96 AC i CHECKED BY: SITE PERIMETER,WHICHEVER IS GREATER. 112 SHRUBS=(33,420 S.F.TOTAL BUILDING AREA/300) TOTAL NATIVE GRASS/SEED AREA 51 AC SHEET OR �7 183 SHRUBS=(5,480 L.F.TOTAL SITE PERIMETER/30) TOTAL POND/LAKE AREA 2.3 AC • OVERALL PHASE 1 p o SHRUBS PROVIDED: 230 SHRUBS • LANDSCAPE TOTAL IMPERVIOUS AREA 13.65 AC J w MASTERPLAN EXISTING HOME/SHED AREA 5.13 AC 0. Know what's be I ow. 0- Ll 00 TOTAL PROPERTY AREA 82.63 AC Cal I before you dig. X .. X X X X X X X —X X X X X X —X X X X X X X X X X X X X X X— —X X X pSIGN G R 0 U P ' 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM -------------------------------------------- ---------------------------------------- I 2 - QUA 2 - QUA 2 - QUA --- --------------------------------------------------------- _-- - ------- ------ 1 - HICK ----------- --- ---------- 1 =NPO -- 1 - NPO 1 - NPO ------------ 2 - IHL 2 QUA Qhill IIIIIIIIIIIIIIIII UA ------------- ------- ----------------------------- ------------------------ — Q w � / b - 5-WHP + 5 -AUP i LiBERTY "xl Oass�ual Academy 1= Liberty C assica LU w - - Academy w - Phase 1 0 Lower Y w - — sch oo Addition o = HUGO MN I- 6 - BOL — 9 - 2 ALS ■ 7 ■ ■ � \ \ \ \ \ \ \ \ \ \ � Kimley >> Horn © STI KIMLE ET,SUITE AND ASSOCIATES,INC. ■ /y/y/y/\/y \/y/\/y/\/y/y/y/y/y/y/y/y/y/y/y/\/y/\/y/\/y/y/y/y/y/y/y/y/y \/y/\/y/\/y/y/y/y/y/y/y/\/y/y/y/\/y/\/y/\/y/y/y y / / / / / / / � 767 EUSTIS STREET,SUITE 100,ST.PAUL,MN 55114 .'." .' . . . PHONE:651-645-4197 ALS '�'�'�' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ WWW.KIMLEY-HORN.COM LU UJI :=:-:: .. -: : . vj I ■:.:. . .:4:W: : J U — :f. 7 \ \�77\ \ . . . .:.:.:. .: :W /\\ n \ \ \ \ \ \ \ \ \ \ \ _ ► ISSUES & REVISIONS DATE / SCHEMATIC PRICING 4-14-23 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ :� � ■:•:•:•:-:�:•:•:y.i.i.i.-.i.i:i.i. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 1 CITY SUBMITTAL 11-30-23 . . . . . . . i. :: CITY & B C W D -29-24 03 I • • -�.:::. • - • • . . . . . . . . . . . . . . RESUBMITTAL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o . .... . . . . . . . 1 - HCK.: : : : : : : : : . : . : : . : : : : : . . .■ . . . .- . . .4....•.-.•4.W.W. . .y.y.W.W. . .4. ..•.•.-.•4.W. . . .4.4..•.•.-.•4....•.-.-4.4.W. . . .4.W.W. . . .4.W. . . .4.W.W. . . .4.W. . 1 HCKW" MATCH LINE SEE SHEET L103 RVB � �. - �,�•- --�- -•�• -•mow - - - - - _'�� -.�� - _ - - - . _� -- •iii�. - \ - � /�/ �/ � '� /� /�/�/ �/ � '� � /�/ / � � / /�/�/ �/ � � /� /�/�/ �/ / LANDSCAPE LEGEND PLANT KEY EDGER (TYP.) CONIFEROUS SHRUBS SYMBOL CODE COMMON NAME °""° z APPROXIMATE LIMITS OF SO(/ IRRIGATION, + SGJ SEA GREEN JUNIPER O °�nnnnn°c SOD ALL DISTURBED AREAS TYP. CONIFEROUS TREE OVERSTORY TREE ,�'�� SEED/SOD EDGE TYP. $ + f TAU TAUTON YEW + AUP AUSTRIAN PINE • BOL BOULEVARD LINDEN I HEREBY CERTIFY THAT THIS PLAN, W W W DECIDUOUS SHRUBS /�/ SPECIFICATION OR REPORT WAS PREPARED BY LL ME OR UNDER MY DIRECT SUPERVISION AND SOD (TYP.) I-- THAT I AM A DULY LICENSED PROFESSIONAL 0 BLC IROQUOIS BEAUTY BLACK CHOKEBERRY '^ LANDSCAPE ARCHITECT UNDER THE LAWS OF �JJ THE STATE OF MINNESOTA. MESIC PRAIRIE GENERAL- MNDOT SEED MIX + BHS BLACK HILLS SPRUCE • HICK COMMON HACKBERRY CTN HEDGE COTONEASTER 35:241 0 NORTH MITCHELL COOKAS,PLA STORMWATER SOUTH &WEST- MNDOT SEED 0GGD GARDEN GLOW DOGWOOD MIX 33-261 + ERC EASTERN RED CEDAR �/ MN DATE: 03/29/2024 LIC.NO. 56522 • IHL IMPERIAL HONEYLOCUST GLS GRO-LOW FRAGRANT SUMAC O y y LOW MAINTENANCE TURF - MNDOT SEED MIX 0 LL 25-131 GRAPHIC SCALE IN FEET I-- COMMISSION NO: 160061004 + WHP WHITE PINE ORNAMENTAL GRASSES 0 20 40 80 NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION • NPO NORTHERN PIN OAK O DRAWN BY: CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT O HMS HEAVY METAL SWITCHGRASS z PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER/ CHECKED BY: SUPPLIER SPECIFICATION AND REQUIREMENTS ORNAMENTAL TREE \ ' KFG KARL FOERSTER FEATHER REED GRASS L101 L102 ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP • SWO SWAMP WHITE OAK Q SHEET z PHASE 1 LANDSCAPE p o ,, PLAN ENLARGEMENT • QUA QUAKING ASPEN of L103 L104 J m LLI • RVB RIVER BIRCH MULTI-TRUNK AREA KEY MAP (N.T.S.) Know what's below. Ll 01 Call before you dig. SEE SHEET L105 FOR FULL PLANT SCHEDULE EXISTING SHED �♦ P LS PN o �= P � UP POPE DESIGN GROUP 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM IIH y —— — — — — — — — — — — — — - LiBERTY yy Classical Academy _�C 51- o vv iberty CDs0 c _ y Accdem 0 P1 0 S 0 1 , Lower / = Schoo Addition HUGO MN / Kimley ))) Horn y ©2023 KIMLEY-HORN AND ASSOCIATES,INC. y \ 767 EUSTIS STREET,SUITE 100,ST.PAUL,MN 55114 PHONE:651-645-4197 WWW J \ .KIMLEY-HORN.COM LU y y y SEPTICLU \ APPROXIMATE WETLAND SETBACK LU LU Cn APPROXIMATE .� \ ISSUES & REVISIONS DATE \ \ SCHEMATIC PRICING 4-14-23 SEPTIC \ \ y \ \ 1 CITY SUBMITTAL 11-30-23 CITY & BCWD 03-29-24 R E S U B M I TTA L vv vvvvv vvv vv �- �� v 3 - ERC MATCH LINE SEE SHEET L104 LANDSCAPE LEGEND PLANT KEY ---' , EDGER (TYP.) CONIFEROUS SHRUBS SYMBOL CODE COMMON NAME °""° z APPROXIMATE LIMITS OF SO(/ IRRIGATION, + SGJ SEA GREEN JUNIPER O °�nnnnn°c SOD ALL DISTURBED AREAS TYP. CONIFEROUS TREE OVERSTORY TREE y TAU TAUTON YEW U SEED/SOD EDGE (TYP.) 1\001 + AUP AUSTRIAN PINE • BOL BOULEVARD LINDEN DI HEREBY CERTIFY THAT THIS PLAN, DECIDUOUS SHRUBS SPECIFICATION OR REPORT WAS PREPARED BY LL ME OR UNDER MY DIRECT SUPERVISION AND SOD (TYP,) o THAT I AM A DULY LICENSED PROFESSIONAL BLC IROQUOIS BEAUTY BLACK CHOKEBERRY '^ LANDSCAPE ARCHITECT UNDER THE LAWS OF �JJ THE STATE OF MINNESOTA. MESIC PRAIRIE GENERAL- MNDOT SEED MIX + BHS BLACK HILLS SPRUCE • HICK COMMON HACKBERRY Q/ CTN HEDGE COTONEASTER C - 35:241 0 NORTH MITCHELL COOKAS,PLA STORMWATER SOUTH &WEST- MNDOT SEED 0 GGD GARDEN GLOW DOGWOOD MIX 33-261 + ERC EASTERN RED CEDAR �/ MN DATE: 03/29/2024 LIC.NO. 56522 • IHL IMPERIAL HONEYLOCUST GLS GRO-LOW FRAGRANT SUMAC O y y LOW MAINTENANCE TURF - MNDOT SEED MIX O GRAPHIC SCALE IN FEET L.L 25-131 0 20 � COMMISSION NO: 160061004 + WHP WHITE PINE ORNAMENTAL GRASSES 40 80 NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION • NPO NORTHERN PIN OAK O DRAWN BY: CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT y HMS HEAVY METAL SWITCHGRASS z PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER/ I 1 CHECKED BY: SUPPLIER SPECIFICATION AND REQUIREMENTS ORNAMENTAL TREE �� � '% II s KFG KARL FOERSTER FEATHER REED GRASS L 101 L 102 � SHEET ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP • SWO SWAMP WHITE OAK I Q z PHASE 1 LANDSCAPE ,, N, PLAN ENLARGEMENT • QUA QUAKING ASPEN of L103 L104 J m LLI AREA KEY MAP (N.T.S.) Know what's below. • RVB RIVER BIRCH MULTI-TRUNK Call before you dig. Ll 02 SEE SHEET L105 FOR FULL PLANT SCHEDULE APO'% DESIGN G R 0 U P MATCH LINE SEE SHEET L101 POPE DESIGN GROUP .-. 767N. EUSTISSTREET, SUITE190 3-_hiIVIS ST. PAULMINNESOTA55114 5 TAU, 3- HMS : : � ■: : : : : __: : � � : : . : . . . : : : : : : : . . 651.642.9200 I. WWW.POPEDESIGN.COM .�.r. . . . . I 3- GGD 5-TAU 5-TAU \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 3 -GGD . . . . . . . . . . . . . . . . . . . . . . . 7 - HMS � 7- HMS o ■', . . . ' 4 -CTN 4- CTN LOWER SCHOOL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -TAU +33,420 SF 3-TAU / / / / / / / / 5- KFG — 7- KFG ` ' `•`-` `-1 7- KFG 5- KFG \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I + + � 4 CTN . .a .f. . . . .•..4 __-- . 3-TAU i-- . .f� . . . . . . . . . a 4 -CTN 4 - SGJ I. . . 7- HMS 7- CTN I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ f `--`-------_Y________�----- 4 -SGJ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ■'.`. .`.`.`.`. -1 6 - BLC . . . . . . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LiBERTY a- i \ \ \ \ \ \ \ \ \ \ 2- IHL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � .y . _ RELOCATED I Academy ` ` ` PLAYGROUND '-* I . + - OTHERS) BY . . . . . . . . — — — — — 3-SGJ'- - - - -1`- + +W 3-GGD - 3- D \ \ \ \ \ \ \ \ \ © '-■`4' ' ` ')`4` -` '� -8- CTN. . .°.`. 3 HMS :3 SGJ` , + o /■ r■ �i ■/■�■ ri �i ■�■�■ ri�i ■ ■ �ri�■ ■ ��ii■'�■ rr�i ■/■ Gri �i ■/■�■ ri�■ ■ �ri�■ ■ ��i 'Gr■ �i ■/■ Gri �i ■ - ■-4..W.°. .°.° ., 3 LibertyCassica 33 - SGJ i 3- HMS — r // // // // // / 5 - HMS / 17- SGJ o. .■ . . . . 4-SGJ 5- CTN r. . . . . . . /�/�/�/�/� 6 - NPO j . r �� � �//��//��//��/. 7 - GLS 28- HMS Academy 4 - SGJ M . . 12 - GLS �4. . . . t _+ + +------++—+ \\\\\\\\\\� 6 - BLC r 3- HMS /\�/\�/\�/\�/\� I ■ /i /i /i , \�,\�,\�,\�,\,\�. .�i ■ Phase 1 0 Lower w /�/�/\ 6- BLC /�/�/�/� �/. . .f. . . 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L V L ■ 1 - NPO { T . . .� rn v . . . . .fir . . . . . . 3 0 .I ■ 0 ■ .�. . ■ °.W.W. .a.4......°.-.......°.°..y.4. . . C J O ■ l o I ■ Fc I LL LC- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■, _ ■ �L� ■ �E� -� H-�L� �-1=L� Ch tL� �-�I_� d-�LC 0-ELC 0-ELC O-ELC 0-ELC 0-ELC 0-ELC 0-ELC 0-ELC 0-ELC 0-ELC 0-ELC p�E X p_ELC 0-ELC 0-ELC 0-ELC 0-ELC 0-ELC 0-ELC 0-ELC 0-ELC 0-ELC 0-ELC X 0-ELC 0-ELC I ISSUES & REVISIONS - DATE SCHEMATIC PRICING 4 14 23 122ND ST w - - - - _ — — - - - - - - — — _ _ - - _ — — 1 CITY SUBMITTAL 11-30-23 CITY & BCWD RESUBMITTAL 03-29-24 U W MBB J � - w O LANDSCAPE LEGEND PLANT KEY -'-�� EDGER (TYP.) CONIFEROUS SHRUBS SYMBOL CODE COMMON NAME °""" z APPROXIMATE LIMITS OF SOD/ IRRIGATION, + SGJ SEA GREEN JUNIPER O ■����� SOD ALL DISTURBED AREAS (TYP.) CONIFEROUS TREE OVERSTORY TREE �" "�cc SEED/SOD EDGE TYP. + TAU TAUTON YEW + AUP AUSTRIAN PINE • BOL BOULEVARD LINDEN I HEREBY CERTIFY THAT THIS PLAN, DECIDUOUS SHRUBS /1/ SPECIFICATION OR REPORT WAS PREPARED BY LL ME OR UNDER MY DIRECT SUPERVISION AND W.W% W.W. SOD (TYP.) THAT I AM A DULY LICENSED PROFESSIONAL 0 BLC IROQUOIS BEAUTY BLACK CHOKEBERRY ^ LANDSCAPE ARCHITECT UNDER THE LAWS OF �JJ THE STATE OF MINNESOTTAA. + BHS BLACK HILLS SPRUCE • HCK COMMON HACKBERRY CTN HEDGE COTONEASTER z nsli C MESIC PRAIRIE GENERAL - MNDOT SEED MIX 35:241 0 NORTH MITCHELL COOKAS,PLA STORMWATER SOUTH &WEST- MNDOT SEED 0 GGD GARDEN GLOW DOGWOOD MIX 33-261 + ERC EASTERN RED CEDAR �/ MN DATE: 03/29/2024 LIC.NO. 56522 • IHL IMPERIAL HONEYLOCUST 0GLS GRO-LOW FRAGRANT SUMAC O LOW MAINTENANCE TURF - MNDOT SEED MIX LL 25-131 GRAPHIC SCALE IN FEET + wHP WHITE PINE ORNAMENTAL GRASSES O COMMISSION No: 160061004 0 20 40 80 NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION O DRAWN BY: CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT • NPO NORTHERN PIN OAK HMS HEAVY METAL SWITCHGRASS z PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER/ 'I CHECKED BY: SUPPLIER SPECIFICATION AND REQUIREMENTS ORNAMENTAL TREE ��"������% II KFG KARL FOERSTER FEATHER REED GRASS � L 101 L 102 � ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP • SWO SWAMP WHITE OAK i Q SHEET z PHASE 1 LANDSCAPE PLAN ENLARGEMENT p o • QUA QUAKING ASPEN L 103 L 104 J LLI •: RVB RIVER BIRCH MULTI-TRUNK AREA KEY MAP (N.T.S.) Know what's b@IOW. Call before you dig. Ll 03 SEE SHEET L105 FOR FULL PLANT SCHEDULE p o e A0% PDESIGN G R 0 U P POPE DESIGN GROUP 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM 3- ERC \ \ V II III I I II II IIII II II II „ ' � �,� v v v v v v/v MATCH LINE SEE SHEET L102 =1 I F A/ ,, � � 11-111 l� l� l� l� l� l� %, LiBERTY /vi/vi/vi rvi i/ v v 7 1=1 I I Oassl ur dem 5-AUP vvvvv vvv vvv ,. III_ � �,,, WHIP Liberty c assica ACadertl l vvvvvvvvvvv�- _=i ' � Phase Lower ,, I � vvvvvvvvvvvvvvvv —1i1— achoo Addition / r � � J� III HUGO9 MN r l=1 I I- y l �� . - , - i m e orn ©2023 KIMLEY-HORN AND ASSOCIATES,INC. — 767 EUSTIS STREET,SUITE 100,ST.PAUL,MN 55114 PHONE:651-645-4197 _ WWW.KIMLEY-HORN.COM =1 I I-LLI 1 III= y y y y y y 2 - RVB I _ - _ LU w co z / - � _ =1 I I- - IMir - � � = _ III=1 III—h-" - III D _ 2 - NPO z — 3 -AL_ - 11 ISSUES & REVISIONS DATE SIT` - - SCHEMATIC PRICING 4-14-23 1 CITY SUBMITTAL 11-30-23 -EL - - — �1- CITY & BCWD RESUBMITTAL 03-29-24 - L E 0 /n\ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I H I I I I I�1 hl I I I I I I I I I I I I I I I I I I hl I I I I I I FF+11 I I I I I IIII IIII I I I I I I I I i-I1 Hi t I I I I I I I I I I I I I I I I I I I I I I Ii-Hhl I I I I I I I I I I I I I I I I H I I I I 111 hhM11 H 11 - LC- 0-ELC — — 122ND ST LANDSCAPE LEGEND PLANT KEY CONIFEROUS SHRUBS - EDGER (TYP.) SYMBOL CODE COMMON NAME Z APPROXIMATE LIMITS OF SO(/ IRRIGATION, + SGJ SEA GREEN JUNIPER O nnnnn°c SOD ALL DISTURBED AREAS TYP. CONIFEROUS TREE OVERSTORY TREE ,�'�� SEED/SOD EDGE TYP. $ + f TAU TAUTON YEW IIII\\\0' + AUP AUSTRIAN PINE • BOL BOULEVARD LINDEN I HEREBY CERTIFY THAT THIS PLAN, DECIDUOUS SHRUBS /�/ SPECIFICATION OR REPORT WAS PREPARED BY LL ME OR UNDER MY DIRECT SUPERVISION AND W.W% W.W" SOD (TYP.) I— THAT I AM A DULY LICENSED PROFESSIONAL 0BLC IROQUOIS BEAUTY BLACK CHOKEBERRY '^ LANDSCAPE ARCHITECT UNDER THE LAWS OF �JJ THE STATE OF MINNESOTA. MESIC PRAIRIE GENERAL- MNDOT SEED MIX + BHS BLACK HILLS SPRUCE • HCK COMMON HACKBERRY CTN HEDGE COTONEASTER 35:241 0 NORTH MITCHELL COOKAS,PLA STORMWATER SOUTH &WEST- MNDOT SEED 0 GGD GARDEN GLOW DOGWOOD MIX 33-261 + ERC EASTERN RED CEDAR �/ MN DATE: 03/29/2024 LIC.NO. 56522 • IHL IMPERIAL HONEYLOCUST 0 GLS GRO-LOW FRAGRANT SUMAC O LOW MAINTENANCE TURF - MNDOT SEED MIX LL 25-131 GRAPHIC SCALE IN FEET + WHP WHITE PINE ORNAMENTAL GRASSES 0 20 40 80 coMMlssloN No: 160061004 NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION • NPO NORTHERN PIN OAK O DRAWN BY: CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT C HMS HEAVY METAL SWITCHGRASS z PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER/ 1 CHECKED BY: SUPPLIER SPECIFICATION AND REQUIREMENTS ORNAMENTAL TREE % 11 s KFG KARL FOERSTER FEATHER REED GRASS L 101 L 102 SWO SWAMP WHITE OAK � SHEET ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP • I Q z PHASE 1 LANDSCAPE ILI I -- ,, PLAN ENLARGEMENT • QUA QUAKING ASPEN of L103 L104 J LI RVB RIVER BIRCH MULTI-TRUNK AREA KEY MAP (N.T.S.) Know what's below. Ll 04 • Call before you dig. SEE SHEET L105 FOR FULL PLANT SCHEDULE NOTE& LANDSCAPE NOTES 1. SCARIFY SIDES AND BOTTOM OF HOLE. PLANTING 2. PROCEED WITH CORRECTIVE PRUNING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR 1. CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES THOROUGHLY COMPACTED PLANTING SOIL. ON CENTER SPACING PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP AS STATED ON PLAN. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. TO 2"ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. o e 4. SLIT REMAINING TREATED BURLAP AT 6" EXTEND HOLE EXCAVATION WIDTH PDE S G t INTERVALS. A MINIMUM OF 6" BEYOND 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE p APO'% 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE THE PLANTS ROOT SYSTEM. BY THE LANDSCAPE CONTRACTOR. G R O U P TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP 5. PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE TWO HORIZONTAL RINGS WHICHEVER IS ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A GREATER. REMOVE ALL BURLAP AND NAILS FROM ONE YEAR GUARANTEE COMMENCING UPON PLANTING. POPE DESIGN GROUP THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. _ FINISHED GRADE 767 N. EUSTIS STREET SUITE 190 ! -_ I-I � i- =1 I ly I ly -_ I- 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT REMOVE OR CORRECT STEM GIRDLING ROOTS. � EDGER, AS SPECIFIED ST. PAUL MINNESOTA 55114 �I i i i y - I � LIMITED BY, THE FOLLOWING STANDARDS: 6. PLUMB AND BACKFILL WITH PLANTING SOIL. I-1 I ly ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. 651.642.9200 7. WATER THOROUGHLY WITHIN 2 HOURS TO III -I L _ III- I; ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. SETTLE PLANTS AND FILL VOIDS. y - - ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. WWW.POPEDESIGN.COM 8. BACK FILL VOIDS AND WATER SECOND TIME. III - = -� �- PREPARED PLANTING BED AND ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND III- - - -III-III BACKFILL SOIL CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. (THOROUGHLY LOOSENED) 10. FINAL LOCATION OF TREE TO BE APPROVED BY 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK(ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS 2X ROOT BALL WIDTH OWNER. FOR SIZE AND TYPE SPECIFIED. NOTES: 8. PLANTS TO BE INSTALLED AS PER MNLA&ANSI STANDARD PLANTING PRACTICES. DOUBLE SHREDDED HARDWOOD MULCH 1. SCARIFY SIDES AND BOTTOM OF HOLE. 9. INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. SOD 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 4" TOPSOIL 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT 10. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM TEMPORARY ONLY GIRDLING ROOTS. LiBERTY - 1 1: 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 11. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED& BURLAP I� f � � TT �� emy 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & VOIDS. BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. -III 6. BACK FILL VOIDS AND WATER SECOND TIME. -I =__ _ _ y -I I- 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS 12. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. PLANTING SOIL ' � � y y y - y y y � y - y y y -1- 1-111I 1I 1 1 1 11 I II SOIL MOISTURE IS EXCESSIVE. i I I El 13. PRUNE PLANTS AS NECESSARY- PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND 8. MIX IN MOISTURE ORGANIC COMPOST. PROPOSED TREES. TREE PLANTING DETAIL SHRUB / PERENNIAL PLANTING DETAIL 14. WRAP ALLSMOOTH-BARKEDTREES- FASTENTOPANDBOTTOM. REMOVE BYAPRIL1ST. 1 SCALE: N.T.S. L105 SCALE: N.T.S. L105 15. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL Liberty c assica 16. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE A C a e y CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. PLANT SCHEDULE FULL SITE 17. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW)AND TO BE P y a s o Lower EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER CAL. SIZE UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR CONIFEROUS TREE I TREE, SHRUBS,AND PERENNIALS. s c h y y /�y� y y I t I y y MULCH + AUP 10 PINUS NIGRA AUSTRIAN PINE B&B 8 HT. 6 HT. H U c O 9 M b 18. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL LAWN SIDE PLANTING BED + BHS 3 PICEA GLAUCA'DENSATA' BLACK HILLS SPRUCE B&B 6'HT. 6'HT. PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR(DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PREMENEGRENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR CV + ERc 6 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B&B 6'HT. PRE-APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH _ _ _ _ _ _ � NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTINGK mley )))III-III-III-III-III-III- _ _ _ _ CONDITIONS (WHERE APPLICABLE). I Horn � III III I I I I y I I I I I I_I I I_III III I y I I I + WHP 9 PINUS STROBUS WHITE PINE B&B 8'HT. 6'HT. -1 EDGER-III-III-III-I I I_I I EDGER ©2023 KIMLEY-HORN AND ASSOCIATES,INC. III-III-III - -III -III-III-III I I-III-III-III I I 767 EUSTIS STREET,SUITE 100,ST.PAUL,MN 55114 III-III-I - -III I �- ORNAMENTAL TREE 19. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS PHONE:651-645-4197 III I_ INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 WWW.KIMLEY-HORN.COM FINISHED GRADE AT LAWN, FINISHED GRADE AT ALS 7 AMELANCHIER X GRANDIFLORA AUTUMN BRILLANCE' AUTUMN BRILLANCE SERVICEBERRY CLUMP B&B 6'HT. 6'HT. FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND 1/2" BELOW TOP OF DIVIDER. SHRUBS/ PERENNIALS, 1" BELOW TOP SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO OF DIVIDER. PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH • QUA 16 POPULUS TREMULOIDES QUAKING ASPEN B&B 2"CAL. AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SEED/SOD RVB 5 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B&B 8'HT. 6'HT. 20. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN PLASTIC DIVIDER: AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE "BLACK DIAMOND" EDGING BY OVERSTORY TREE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND VALEEY VIEW SPECIALTIES CO. SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. USE 20 FT. LENGTHS. USE • BOIL 14 TILIAAMERICANA'BOULEVARD' BOULEVARD LINDEN B&B 2.5"CAL. KNURLED CONNECTOR AT SPLICES, IRRIGATION USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS E, ANGLE 21. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. SEE LANDSCAPE PLAN FOR IRRIGATION LIMITS.WATERSOURCE FOR • HCK 3 CELTIS OCCIDENTALIS COMMON HACKBERRY B&B 3"CAL. IRRIGATION SYSTEM TO BE A STORMWATER POND.ALL IRRIGATION SYSTEMS FOR PROPOSED LANDSCAPE IMPROVEMENTS CHANGES. TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO CONSULTANT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION 10" X 7/8" METAL ANCHOR IHL 9 GLEDITSIATRIACANTHOS VAR.INERMIS'IMPERIAL' IMPERIAL HONEYLOCUST B&B 2.5"CAL. MANUALS,AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP STAKES AT 48" O.C., AND AT DURING FIRST YEAR OF OPERATION. SYSTEM TO HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION EACH END. ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. CONTROLLER TO BE A 2-WIRE SYSTEM, ABLE TO USE A FLOW SENSOR,WEATHER BASED/CELLULAR DATA ENABLED,AND EPA WATERSENSE APPROVED. • NPO 26 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK B&B 3"CAL. PROVIDE ONE YEAR OF CELLULAR COVERAGE. IRRIGATION SYSTEM TO INCLUDE FLOW METER AND WIRED RAIN AND FREEZE SENSORS. THE IRRIGATION SYSTEM TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, SEE SITE IRRIGATION 3 POLY EDGER DETAIL SPECIFICATION SECTION FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE.ZONE PARAMETERS: HEAD TO HEAD COVERAGE AND NO SPRAYING OVER WALKS. SEPARATE LAWN ZONES BY MICROCLIMATE- LAWN ON NORTH SIDE OF BUILDING VS LAWN SCALE: N.T.S. L105 SWO 3 QUERCUS BICOLOR SWAMP WHITE OAK B&B 2.5"CAL. ON SOUTH SIDE OF BUILDING, LAWN ON SLOPE VS LAWN ON LEVEL GRADE. LAWN AREAS TO HAVE MULTI-STREAM ROTARY SPRINKLERS/SPRAYS/ROTORS. SHRUB AND PERENNIAL BED AREAS TO HAVE DRIP. TREES IN LAWN AREA TO BE COVERED BY MULTI-STREAM ROTARY SPRINKLERS/SPRAYS/ROTORS. TREES IN SHRUB/PERENNIAL BED AREA TO BE WATERED WITH FINISH GRADE FOR LAWN SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SPACING SIZE DRIP IRRIGATION. PROVIDE MASTER VALVE. ALL IRRIGATION HEADS TO BE PRESSURE REGULATED. 2' MAINTENANCE STRIP CONIFEROUS SHRUBSgym, ESTABLISHMENT + SGJ 120 JUNIPERUS CHINENSIS SEA GREEN SEA GREEN JUNIPER #5 CONT. 5'O.C. EDGER, AS SPECIFIED BUILDING, EXTERIOR WALL 22. PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS { + j SOIL MIX TO BE MINIMUM PROVIDE POSITIVE DRAINAGE TAU 37 TAXUS X MEDIA'TAUNTONII' TAUTON YEW #5 CONT. 5'O.C. OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. y/ OF 4" BELOW EDGING TOP AWAY FROM BUILDING DECIDUOUS SHRUBS 23. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE TO ALLOW FOR ADEQUATE SPECIFIED ROCK MULCH BLC 51 ARONIA MELANOCARPA'IROQUOIS BEAUTY'TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT. 4'O.C. DISTURBED DURING CONSTRUCTION. LIP FOR MULCH. 0WW0 CTN 46 COTONEASTER ACUTIFOLIUS LUCIDUS HEDGE COTONEASTER #5 CONT. 4'o.C. WARRANTY 0 GGD 18 CORNUS HESSEI GARDEN GLOW GARDEN GLOW DOGWOOD #5 CONT. 5 O.C. 24. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. E 3 GLS 24 RHUS AROMATICA'GRO-LOW' GRO-LOW FRAGRANT SUMAC #5 CONT. 4'O.C. 25. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING `4 PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, ORNAMENTAL GRASSES CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR ISSUES & REVISIONS DATE STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. HMS 170 PANICUMVIRGATUM'HEAVYMETAL' HEAVY METAL SWITCHGRASS #1 CONT. 3 o.c. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND SCHEMATIC PRICING 4-14-23 KFG 29 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS #1 CONT 18"O.C. 30"OC DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4" IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING 1 CITY SUBMITTAL 11-30-23 THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. CITY & BCWD RESUBMITTAL 03-29-24 SPECIFIED SOIL MIX 26. SEE ELECTRICAL PLANS FOR SITE LIGHTING. MAINTENANCE STRIP DETAIL 4 26. OWNER AND ARCHITECT TO CONFIRM SITE FURNISHINGS SUCH AS BENCHES, TABLES AND CHAIRS,AND TRASH/RECYCLING SCALE: 1-1/2"=1' L105 RECEPTACLES. z O U I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ^ LANDSCAPE ARCHITECT UNDER THE LAWS OF U) THE STATE OF MINNESOTA. z P4 , �,���CTION O U MITCHELL COOKAS,PLA n/ MIN L•� DATE: 03/29/2024 LIC.NO. 56522 O LL COMMISSION NO: /6006/004 O DRAWN BY: z CHECKED BY: SHEET Q z LANDSCAPE DETAILS Ll 05 W AREA KEY ADDITION = 33,500 SF RENOVATION = 3,500 SF (SHOWN HATCHED) o e DESIGN GROUP POPE DESIGN GROUP 767 N. EUSTIS STREET, SUITE 190 Department Legend ST. PAUL, MINNESOTA 55114 651.642.9200 ADMIN WWW.POPEDESIGN.COM 1 2 3 4 5 6 7 8 9 10 BUILDING SERVICES CIRCULATION A CLASSROOMS ST FL 4 LARGE LARGE LARGE L I RK OM ❑ music CLASSROOM CLASSROOM CLA OM CLASSROOM CLASSROOM 3 4 Cl assi cai Academy 337 CLASSROOM 339 340 341 342 B 338 „�, ,�,� PHYSICAL EDUCATION / ATHLETICS 343 13 LOUNGE CO OR ECURE SECONDARY 336 V STIBUL ENTRANCE ECH. 301 ROO C C C CLASSROOM CLASSROOM CLASSROOM _ CLASSROOM CLASSROOM Lib e rty C l a ss i c a l 335 334 333 332 331 OIL MULTIPURPOSE: Academy2 303 — AT Phase 1 : Lower 70 307 R0� School Addition LEARNING Z H U G O M N { SPECIALISTS 306 Ila IV � Kimley ))) Horn 0 CHOIR E TOR 18 GYM HELT Expect More. Experience Better. STORAGE MECH 170 171 F DDITION O DN BAND 183 STAGE GYMNASIUM LQRB,Y V) 347 ° EXISTING P OFFI BAND SIZED 164 STORAGE G YMNASIUM 11 7 - 1 163 321 WEIGHT ROOM 166 ART 2 KEY PLAN -LOWER SCHOOL • 162 Q E CORI OR NOTE: 319 316 S EVENT DIAGONAL HATCH AREAS ELEC. 317 15 e ENTRANCE ❑ INDICATE RENOVATION IN 0 3 O EXISTING BUILDING kJMK BOYS ESTROOM 228 NOTE: SHADED AREAS INDICATE ® 0 EXISTING BUILDING NOT IN SCOPE 0 LOWER SCHOOL CUBBIES 106 LITTLE z LIONS ADDITION - 219 1ST GRADE 1ST GRADE 2ND GRADE 1ST GRADE 112 221 o 1 PRE-SCHOOL OVERALL FLOOR 0- -7 227 22o 109 13_jIPRE-K WELLN SS 105 P N 245 I® ISSUES& REVISIONS DATE ECH TO GE A •41A o1Y �® 225 143A SCHEMATIC PRICING 4-14-23 2ND GRADE 2ND GRADE o 1 CITY SUBMITTAL 11-30-23 226 217 STAFF MEDIA PRE-K REAKROO CENTER 104 216 143 ART 1 TA/EL 137 138 OFFICE 218 S ORAGE 137 0 o WELL11 KINDERGARTEN QUIP 103 243 20 DESKS SHOWN TYPICAL CAFETERIA KINDERGARTEN 131 ® 102 C RRI R 223 I hereby certify that this plan, specification, or KINDERGARTEN report was prepared by me or under my direct 0 101 0 o supervision and that I am a duly Licensed ITCHEN Architect under the laws of the State of VLOSET Minnesota T NURSE o 0 229 E 3 125A E41 MECH 23 222 o Name of Signing Architect STOR El LOBBY TOR 23 Date: mm/dd/yy Lic No:##### 132A 237 234 COMMISSION NO: 41129-23027 ANSFORMER 6 NORTH,�IN OFFICE 121A 235 L DRAWN BY: KK, DN ® � ® CHECKED BY: EK z Q U ry SHEET b o 2 TYPICAL CLASSROOM PLAN (_1 FIRST LEVEL OVERALL FLOOR PLAN A201 A2.1 3/6411 = 1 '-011 NORTH TRUE SHEET SCALE 0" 1/2" 1" C:\Revit Projects\2023\41129-23027_LibertyClassical-VE DESIGN MODEL-NEW-Elementary Addition_DNorthrup_PDG.rvt 11/29/2023 4:46:23 PM AREA KEY ADDITION = 33,500 SF RENOVATION = 3,500 SF (SHOWN HATCHED) o e + DESIGN GROUP POPE DESIGN GROUP 767 N. EUSTIS STREET, SUITE 190 Department Legend ST. PAUL, MINNESOTA 55114 5 1 7 A3.2 651.642.9200 WWW.POPEDESIGN.COM ME ADMIN 0 BUILDING SERVICES CIRCULATION STAFF CLASSROOMS LWPRKRO M HtME DIR°E F OE'S LARGE LARGE LARGE 345 ❑ MUSIC C I assl CBl Andem CLASSROOM CLASSROOM CLA OM CLASSROOM I BERI Y 338 339 340 341 CLASSROOM PHYSICAL EDUCATION / ATHLETICS CLASSROOM 342 337 Vbi� E—� MI WAITING 343 ° 192 E ----- Liberty Classical LOUNGE SECURE Academy - 336 VESTIBULE 301 _ Phase 1 : Lower MECH. & ROOF ACCESS School Addition - - CLASSROOM 334 328 Z H U G O M N CLASSROOM 335 CLASSROOM CLASSROOM 333 332 CLASSROOM SIL 331 T MULTIPURPOSE 30 3 � Kimley ))) Horn UExpect More. Experience Better. �. DATA STORAGE B SMALL REA A LOCKER 30 GROUP ROOM 305 V) MENS AREA B TOILET LEARNING 180 SPECIALISTS 306 4 OMENS A3.1 2 iTOILET KEY PLAN-LOWER SCHOOL A3.2 181 LOCKER LL E 184 I I I I 2 ENLARGED FLOOR I PLAN - AREA A DN 183 ISSUES& REVISIONS DATE a SCHEMATIC PRICING 4-14-23 A3.1 1 CITY SUBMITTAL 11-30-23 I 4 0 BAND STORAGE PE OFFICE 1u3 164 WEIGHT - 166 CORRIDOR 320 ART H. 162 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 under the laws of the State of Q Minnesota B g ° NOTE: AREAS OF � , �o M6B I 319 � CORRIDOR V' NOTE: AREAS OF I CC 500 318 317 316 EST. 315A Name of Signing Architect RATEDSTORM SHELTER R E N OVAT I 0 N SHOWN S ELEC. MECH. S M6B M6A Date: mm/dd/yy Lic No:##### M6B � 318 M66 1 — — HATCHED SHOWN CROSSHATCHED REINSTALL COMMISSION NO: 41129-23027 GIRLS SALVAGED D BOYS RE OM W/BOTTL REq ROOM DRAWN BY: KK, DN 1 FILLER 122u8VV CHECKED BY: EK SHEET ELEMENTARY ADDITION - ENLARGED FLOOR PLAN a2.2 3/3291 = 1 '-0" NORTH A2e2 TRUE SHEET SCALE 0" 1/2" V. C:\Revit Projects\2023\41129-23027_LibertyClassical-VE DESIGN MODEL-NEW-Elementary Addition_DNorthrup_PDG.rvt 11/29/2023 4:46:29 PM �r - - EXTERIOR MATERIAL FINISH SCHEDULE 0 S SC U V� a _. .,ram. � `, -• - :,� � `, ., MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION 11 it ll�-- s r BRICK-1 FACE BRICK GLEN GHERY VELOUR GREY, BD - EXISTING T , , - BRICK BRICK-2 THIN BRICK GLEN-GHERY VELOUR GREY,TBD. IN PCAST-2 P o e D E S I G N l G R O U P BRICK-3 FACE BRICK GLEN-GHERY VELOUR MATCH STN-1,TBD. POPE DESIGN GROUP PRECAST CONCRETE PCAST- 1 WELLS ACID ETCH BUFF/GREY 767 N. EUSTIS STREET, SUITE 190 WALL PANELS ST. PAU L, M I N N ESOTA 55114 PRECAST CONCRETE 651.642.9200 PCAST-2 WALL PANELS WELLS THIN BRICK BRICK-2 EXISTING BRICK SOUTH FACADE www.POPEDESIGN.COM BRICK-1 TYP.WARM GREY BRICK AT ALL ELEVATIONS STN-1 TYPICAL WARM GREY PCAST STONE AT BASE OF BRICK WALLS PCAST-3 PRECAST STONE, ARRISCRAFT SMOOTH COMPLIMENT MONTECITO STONE WALL BASE PCAST SILL ARRIS-CAST rift � � P PCAST-4 PRECAST STONE, ARRISCRAFT SMOOTH COMPLIMENT BRICK-1 BRICK WALL BASE PCAST SILL ARRIS-CAST STN-2 STONE VENEER-THIN ARRISCRAFT ROCKED 12X24 MONTECITO PCAST STONE WALL BASE BAND CLAD RENAISSANCE l 4' � _- ,1•. ". ; R' MP- 1 METAL PANEL ALUCOBOND ANNODIZED DARK BRONZE ABOVE CURTAIN WALL IN GLASS BRICK AND STONE - NEW PRECAST TO '� '', CONNECTORS a ACCENTS TO COMPLEMENT �'�'< _`A WOOD LOOK LAPDEd COMPLEMENT EXISTING PRECAST �` = Li".DcRTY WD-1 TBD COLONIAL WHITE ALL ELEVATIONS EXISTING METAL . . ., �.. . 5�-s.', . Iasslc.al Academy r SIDING CLADDING � Rl PANEL L *e 4 3.' t■.., ,•.,;.;'`� , FIELD PAINTED 44 FC-2 FIBER CEMENT JAMES HARDIE SMOOTH FINISH COLOR: BM-WHITE PANELS(SOFFIT) DOVE OC-17 77 FIELD PAINTED A t. •, a - '■ .. FC-3 FIBER CEMENT JAMES HARDIE SMOOTH FINISH COLOR: BM-WHITE 117. VENTED SOFFIT DOVE OC-17 FIELD PAINTED Liberty Classical FC-4 FIBER CEMENT TRIM JAMES HARDIE SMOOTH FINISH COLOR: BM-WHITE BOARDS(VARIES) DOVE OC-17 Academy EXISTING METAL PANEL FLASH - 1 CAP FLASHING MATCH-SLATE GRAY PITCHED ROOFS PCAST-1 ACID ETCH &SANDBLAST PCAST TEXTURE W/REVEALS MP-1 TYPICAL DARK BRONZE METAL PANEL @ GLASS LINK Phase 1 : Lower ACCENTSAND PRECAST AT TYPICAL PCAST PANEL FLASH -2 CAP FLASHING MATCH-DARK BRONZE MP ABOVE ACM PANELS GYM School Addition FLASH -3 SILL FLASHING MATCH-WHITE HARDIE SIDING WINDOWS IN WHITE LAP SIDING I H U G O M N ALUMINUM , NOTE: AFS-1 STOREFRONT TBD ANNODIZED DARK BRONZE THE "BASIS OF DESIGN" MATERIALS FOR WINDOW FRAMES THE PROJECT ARE SHOWN ABOVE. EXACT PRODUCT INFORMATION AND SELECTION ■ Kim a >)) Horn . a MAY VARY AS THE DESIGN PROCESS CONTINUES NOTE: THE "BASIS OF DESIGN" MATERIALS FOR THE U Expect More. Experience Better. PROJECT ARE LISTED ON THE SCHEDULE ABOVE. SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL LIBERTY Ci,ASSIeA���ABPi�fY �— ID '� --`-�� - -y~ — INFORMATION AND OTHER APPROVE D REAA SUBSTITUTIONS. -- — AREA B NOTE: EXISTING FIBER CEMENT Wp-1 TYPICAL WOOD LOOK LAP SIDING CLADDING SHADED AREAS INDICATE ■ EXISTING BUILDING NOT 0 PCAST-1 PCAST-2 ■ IN SCOPE SIDING CANOPY FLASH-2 U KEY PLAN -LOWER SCHOOL T.O.GYM ADDITION OIL 131'-6" FC-4 FLASH-2 BRICK-3 SOLDIER BRICK-3 WD-1 - - - - - - - - - - - - - - - 0 FLASH-2 COURSE , 1/2" RECESS AFS-1 AFS-1 Lim T.O.PARAPET LOWER SCHOOL FC-4 EXISTING ADDITION BUILDING 118'6" EXTERIOR EXISTING BUILDING0 ELEVATIONS EXTERIOR MATERIAL FINISH a � SCHEDULE FI ST LEVEL 100'0" ISSUES & REVISIONS DATE - SCHEMATIC PRICING 4-14-23 AFS 1 ACCENT 1 CITY SUBMITTAL 11-30-23 PCAST-3 SCONCE PCAST-4 STN-2 PCAST-3 AFS-1 PCAST-1 PCAST-1 LIGHTING 4 LOWER SCHOOL ADDITION - WEST BUILDING ELEVATION A3.1 1 /8ll _ 1 Dolt' NOTE:WELLS STORM NOTE: EXTERIOR WALL CONSTRUCTION SHELTER PCAST PANELS, TO BE PRICED AS STL. SIDING CLADDING PCAST-1 ALT. MOLINE STORM OVER 2"AIRSPACE, 2" RIGID INSULATION, SHELTER PCAST PANELS &8"STRUCTURAL PCAST WALL W/ NOTE: EXTERIOR WALL CONSTRUCTION PCAST-2 INTERIOR FURRING. TO BE PRICED AS FACE BRICK AND T.O.GYM ADDITION FLASH-2 STONE CLADDING OVER 8"STRUCTURAL 131'-6" PCAST WALL @ CLASSROOM WINGS FLASH-2 NOTE: EXTERIOR WALL CONSTRUCTION TO BE PRICED AS FC-4 FACE BRICK AND STONE CLADDING FC-4 BRICK-3 SOLDIER OVER 2"AIRSPACE, 2" RIGID WD-1 COURSE , 1/2" RECESS INSULATION, 8"STRUCTURAL PCAST NOTE: WD-1 WALL W/INTERIOR FURRING SHADED AREAS INDICATE EXISTING BUILDING NOT ■ AFS-1 AFS-1 BRICK-3 I hereby certify that this plan, specification, or IN SCOPE FLASH-2 AFS-1 report was prepared by me or under my direct T.O.PARAPET LOWER SCHOOL supervision and that I am a duly Licensed ADDITION OIL NEW SIGNAGE, MP-1 MP-1 1 ADDITION Architect under the laws of the State of MTL. LETTERS Minnesota ON STANDOFFS FLASH-2 EXISTING EXIST. PCAST BLDG. Name of Signing Architect Date: mm/dd/yy Lic No:##### _ = COMMISSION NO: 41129-23027 KK DN ■ DRAWN BY: , ■ FIRST LEVEL 100'-01, CHECKED BY: EK fl� � SHEET BRICK-1 FC-4 ACCENT AN AFS-1 PCAST-4 AFS-1 PCAST-3 STN-2 PCAST-4 SCONCE PCAST-3 LIGHTING (�_3 LOWER SCHOOL ADDITION - EAST BUILDING ELEVATION A3.1 1 /Qll _ 1 loll TRUE SHEET SCALE (CI�JJ 0.. 1/2" 1" C:\Users\kkohlgraf\Documents\41129-23027_LibertyClassical-VE DESIGN MODEL-NEW-Elementary Addition_KkohlgrafPDG.rvt 11/29/2023 5:57:58 PM EXTERIOR MATERIAL FINISH SCHEDULE MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION BRICK-1 FACE BRICK GLEN-GHERY VELOUR GREY,TBD. BRICK-2 THIN BRICK GLEN-GHERY VELOUR GREY,TBD. IN PCAST-2 +pope S I G N GROUP BRICK-3 FACE BRICK GLEN-GHERY VELOUR MATCH STN-1, TBD. POPE DESIGN GROUP PCAST- 1 PRECAST CONCRETE WELLS ACID ETCH BUFF/GREY 767 N. EUSTIS STREET, SUITE 190 WALL PANELS ST. PAUL, MINNESOTA 55114 PCAST-2 PRECAST CONCRETE WELLS THIN BRICK BRICK-2 651.642.9200 WALL PANELS WWW.POPEDESIGN.COM PCAST-3 PRECAST STONE, ARRISCRAFT SMOOTH COMPLIMENT OAK RIDGE STONE WALL BASE PCAST SILL ARRIS-CAST PCAST-4 PRECAST STONE, ARRISCRAFT SMOOTH COMPLIMENT BRICK-1 BRICK WALL BASE PCAST SILL ARRIS-CAST STN-2 STONE VENEER-THIN ARRISCRAFT ROCKED 12X24 OAK RIDGE PCAST STONE WALL BASE BAND CLAD RENAISSANCE MP- 1 METAL PANEL ALUCOBOND ANNODIZED DARK BRONZE ABOVE CURTAIN WALL IN GLASS CONNECTORS LiBERTY WD-1 WOOD LOOK LAP TBD COLONIAL WHITE ALL ELEVATIONS SIDING CLADDING CIaS51Cal AcaC1E`f71y FIELD PAINTED FC-2 FIBER CEMENT JAMES HARDIE SMOOTH FINISH COLOR: BM-WHITE PANELS(SOFFIT) DOVE OC-17 FIELD PAINTED FC-3 FIBER CEMENT JAMES HARDIE SMOOTH FINISH COLOR: BM-WHITE VENTED SOFFIT DOVE OC-17 FIELD PAINTED Liberty Classical FC-4 FIBER CEMENT TRIM JAMES HARDIE SMOOTH FINISH COLOR: BM-WHITE BOARDS(VARIES) DOVE OC-17 FLASH-1 CAP FLASHING MATCH-SLATE GRAY PITCHED ROOFS Academy - Phase 1 : Lower FLASH-2 CAP FLASHING MATCH-DARK BRONZE MP ABOVE ACM PANELS School Addition FLASH-3 SILL FLASHING MATCH-WHITE HARDIE SIDING WINDOWS IN WHITE LAP SIDING HALUMINUM UGO, MN AFS-1 STOREFRONT TBD ANNODIZED DARK BRONZE WINDOW FRAMES ■ NOTE: Kimley ))) Horn THE "BASIS OF DESIGN" MATERIALS FOR THE U Expect More. Experience Better. PROJECT ARE LISTED ON THE SCHEDULE ABOVE. SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL INFORMATION AND OTHER APPROVE D REAA SUBSTITUTIONS. V) Z AREA B 0 UKEY PLAN-LOWER SCHOOL PCAST-1 PCAST-2 T.O.GYM ADDITI 1 6 WD-1 FLASH-2 BRICK-3 FLASH-2 BRICK-3 SOLDIER COURSE, 1/2"RECESS s T.O.PARAPET LOWER SCHOOL ilk ADDITION FC-4 118'-6" EXTERIOR W D-1 FC-4 ELEVATIONS AFS-1 — WD-1 AFS-1 ISSUES& REVISIONS DATE PCAST-4 PCAST-4 L—ILA 1�—] IL—IL—] L-11 I I L SCHEMATIC PRICING 4-14-23 1 CITY SUBMITTAL 11-30-23 FIRST LEVEL 100'-0" III- - d�� . . . . . . . . . . u-- -- -- -- -- --u � IEtu �rF—,LUr_ t M-2 A�S� NORTH BUILDING ELEVATION A3.2 1 /8" = 1 '-0 " BRICK-3 SOLDIER BRICK-3 FLASH-2 COURSE , 1/2" RECESS T.O.PARAPET LOWER SCHOOL ADDITION 118'-6" BTM.EAVE CLASSROOM ADDITION I hereby certify that this plan, specification, or ��F_n report was prepared by me or under my direct FC-4 ROOF LEVEL CONNECTION supervision and that I am a duly Licensed 114'-0" Architect under the laws of the State of WD-1 FC-4 Minnesota AFS-1 � WD-1 BLDG. AFS-1 PCAST-4 ILIA L PCAST-4 Name of Signing Architect Date: mm/dd/yy Lic No:##### FIRST LEVEL -TTT TT�ITTf�IT� TTr TT�TI�IT�TT ITT-TT�I� �I 100'o° COMMISSION NO: 41129-23027 KK DN — 1 - 11� J1 � 1 � 1-1� � 11� 1 � 11 � 11� 1 � 11� 1 � 11� 1 11� 1 � 11� 1 1-1� � 1 � 11� � 1 � ll� � 1 � � _ DRAWN BY: , CHECKED BY: EK PCAST-3 STN-2 AFS-1 SHEET 2 SOUTH BUILDING ELEVATION - CLASSROOMS A3.2 1 /8" = 1 '-011 A 92 TRUE SHEET SCALE 0" 1/2" 1" C:\Revit Projects\2023\41129-23027_LibertyClassical-VE DESIGN MODEL-NEW-Elementary Addition_DNorthrup_PDG.rvt 11/29/2023 4:46:58 PM P o IlkDESIGN EXTERIOR MATERIAL FINISH SCHEDULE G R 0 U P POPE DESIGN GROUP MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION DOOR SCHEDULE- CORE AND SHELL 767 N. EUSTIS STREET, SUITE 190 Door Panels Door Frame FIRE ST. PAU L, M I N N ESOTA 55114 CMR-1 CORRUGATED METAL TBD TBD GREY ROOF Dr. Total of Panels #of Panel 1 Panel 2 Glass Head Glass Jamb Hard RATING 651.642.9200 ROOF Revision No. From Room To Room Width Height Pnls. Type Width Type Width Thick Material Type Type Height Material Type Detail ware (MIN) Comments WWW.POPEDESIGN.COM ENGINEERED WOOD LP FACTORY PRIMED; FIRST FLOOR EWS 1 HORIZ. LAP SIDING SMARTSIDE FACTORY FINISHED WHITE GROUND LEVEL, SEE ELEVATIONS 100A IRRIGATION CONTROLS& 3-0 71-011 1 PNL.F.HM 3-0 1 3/4 HM -- FRM.001.HM1 2 HM STORAGE CM-1 SPLIT FACE CMU AMCON SPLIT FACE GREY SPICE GROUND&ROOF LEVEL, SEE ELEVATIONS 100E IRRIGATION CONTROLS& 9'-0" 8'-0" 1 PNL.OHI.STL 9'-0" 2" STL -- FRM.1201.STL4 V-0" -- -- MOTORIZED STORAGE -- TRIM-1 ENGINEERED WOOD LP SMARTSIDE FACTORY PRIMEC; TBD GROUND&ROOF LEVELS, SEE ELEVATIONS 101A SEPTIC CONTROLS 3'-0" 7'-0" 1 PNL.F.HM 3'-0" 1 3/4" HM FRM.001.HM1 2" HM SIDING FASCIA FACTORY FINISHED 101B SEPTIC CONTROLS 9'-0" 8'4" 1 PNL.OHI.STL 9'-0" 1 1 2" STL -- FRM.1201.STL4 V-0" -- -- MOTORIZED TRIM-2 ENGINEERED WOOD LP SMARTSIDE FACTORY PRIMEC; TBD GROUND&ROOF LEVELS, SEE ELEVATIONS SIDING TRIM FACTORY FINISHED _- -- FORM"DOME"OF LiBERTY EXPOSED CONC. CAP NOTE: " 11Classical Academy 0 w o 2" VARIES 2" THE BASIS OF DESIGN MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. U) 46 `� SEE SCHED -- - T-6"LONG X 6" I.D. STEEL PIPE FILLED w/ -99 CONCRETE, FIELD PAINT o LU - 1/2" EXPANSION MATERIAL w/ROD&SEALANT w U) ' CONCRETE SLAB o Liberty c assica t' > a 18"TUBE FORM KICKPLATE Academy ;L VERIFY WITH o "MIN. OF CONC. COVER GROUPARE Phase 1 0 over Rogow! }-.4, a+ d1 FRM.001.HM1 PNL.OHI.STL PNL.F.HM C h o A H H t on F. Z HUGO U 9 PIPE BOLLARD DETAIL 8 FRAME TYPES 7 DOOR TYPES — Kimley >>> Horn A2.1 1 /2111 = 1 1-011 A2.1 1 /411 = 1 ,-0„ A2.1 1 /411 = 1 '-011 �w Expect More. Experience Better. 2 EWS-1 TYPICAL WOOD LOOK LAP SIDING CLADDING CMR-1 DARK CORRUGATED METAL ROOFING CM-1 SPLIT FACE BLOCK Z)'1 1 C 2 A2.2 V) A B Z 1 C EXTERIOR ELEVATION KEY NOTES 0 E01 CMR-1 CORRUGATED TIN ROOF 121'-ROOF RIDGE ROOF RIDGE E02 EWS-1 LAP SIDING, FACTORY PRIMED WITH PAINT FINISH. 6 U E03 EWS-2 BOARD & BATTEN SIDING, FACTORY PRIMED WITH 4 E05 A2.1 PAINT FINISH. ..1E01, E04 TRIM-1 1X3 OVER 1X8 ROOF EAVE/RAKE TRIM, FACTORY PRIMED WITH PAINT FINISH. 1 T.O.STUD WALL OgL T.O.STUD WALL A2.2 E05 TRIM-2 1X8 GABLE TRIM, FACTORY PRIMED WITH PAINT FINISH. E04 110'-8" 110'-8" E06 TRIM-3 1X8 TRIM, FACTORY PRIMED WITH PAINT FINISH, 3 PROVIDE PRE-FINISHED METAL FLASHING CAP. EE 6 Eo6 A2.1 u E07 TRIM-3 1X6 DOOR TRIM, FACTORY PRIMED WITH PAINT FINISH, E Lj o7 100A PROVIDE PREFINISHED METAL FLASHING CAP AT HEAD. E09 E08 CONCRETE STOOP, SEE STRUCTURAL. u FIRST FLOOR FIRST FLOOR E09 PRIMED AND PAINTED PIPE BOLLARD, SEE DETAIL. 0 100'-o" E02 100'-o" FLOOR PLAN, EXT. E10 CONCRETE APRON, SEE STRUCTURAL. E08 T.O.FOOTING T.O.FOOTING ELEVATIONS EXT. 96'-0" — — — 96'-0" Z MI-iII111111 --i IL MATT FINISH 5 A2.1 SCHEDULE ISSUES& REVISIONS DATE FLOOR PLAN GENERAL NOTES 6 WEST BUILDING ELEVATION 5 SOUTH BUILDING ELEVATION 4 ROOF PLAN A2.1 A2.1 1 /8" = 1 '-0" A2.1 1 /8" = 1 '-0'I, 1/811 = 1 '-0" 9 P A. DO NOT SCALE DRAWINGS. TRUE PROJECT NORTH NORTH B. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 2 C. IN THE CASE OF AMBIGUITIES, DISCREPANCIES, OR IRREGULARITIES IN THE DRAWINGS AND/OR 1 A2.1 C SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 40'4" D. IN ALL CONSTRUCTION TYPES,ALL WOOD USED IN THE FOLLOWING LOCATIONS IS TO BE 8'-0" if 9'-0" 19 6'-0" 9'-0" 8'-0" PRESERVATIVE-TREATED: 6-6" 12'4" 3'-0" 12'-0" 6-6" 1. WOOD IN CONTACT WITH THE GROUND OR WATER 2. WOOD IN EXTERIOR FOUNDATION WALLS. CONC.APRON, -- CONC.APRON, 3. WOOD IN CONTACT WITH CONCRETE SLABS-ON-GRADE, OR IN CONTACT WITH CONCRETE OR B A C 1 SEE STRUCT. - SEE STRUCT. MASONRY FOUNDATION WALLS. 4. WOOD WITHIN A CRAWL SPACE OVER EXPOSED EARTH. 100B 101 B ' ---- PIPE BOLLARD 5. AT OTHER LOCATIONS NOTED ON THE CONSTRUCTION DOCUMENTS A E. SEE SHEET A0.2 FOR SYMBOLS, INDICATION OF MATERIALS, PARTITION TYPE DETAILS& ROOF RIDGE ROOF RIDGE ABBREVIATIONS. 121'-3" E03 OEOE 4 121'-3" A82 u F. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND E05 STANDARDS AS AMENDED BY LOCAL CODES. OE 1 u 6 G. PROVIDE WOOD BLOCKING WHERE WALL MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO A2.1 I hereby certify that this plan, specification, or CASEWORK, EQUIPMENT,ARTWORK AND FURNITURE ARE INDICATED. VERIFY LENGTHS AND o L - L — report was prepared by me or under my direct MOUNTING HEIGHTS OF BLOCKING. IRRIGATION SEPTIC supervision and that I am a duly Licensed T.O.STUD WALL T.O.STUD WALL CONTROLS CONTROLS H. INSTALL MANUFACTURED ITEMS, MATERIALS,AND EQUIPMENT IN STRICT ACCORDANCE WITH 110'-8" 110'-8" &STORAGE 101 Architect under the laws of the State of THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS. E04 0 100 _ Minnesota 5-0 5-0 I. DELIVER, STORE,AND HANDLE MATERIALS IN A MANNER THAT WILL PREVENT DAMAGE. STORE E06 E07 OE 6 Cl) CONC. STOOP, CONC. STOOP, MATERIALS PER RECOMMENDATION OF SUPPLIER AND MANUFACTURER. REPLACE DAMAGED 01A `J E07 101 B 100B SEE STRUCT. _ SEE STRUCT. 3 MATERIALS. A2.1 J. CONTRACTOR SHALL PROVIDE CEILING AND WALL ACCESS PANELS AS REQUIRED. VERIFY EXACT q o LOCATION WITH THE ARCHITECT. FIRST FLOOR FIRST FLOOR ih C° Date: 02/27/24 E02 100'-0" E02 100'-0" K. THE CONTRACTOR SHALL SUBMIT PRODUCT INFORMATION (INCLUDING CUT SHEETS AND FINISH E08, E09 E10 SAMPLES)FOR THE FOLLOWING ITEMS TO THE ARCHITECT FOR COORDINATION AND — _ T.O.FOOTING — '—' — _ T.O.FOOTING o _ COMMISSION NO: COMPLIANCE WITH THE DESIGN INTENT: — — 96'-0" — — 96'-0" 1 00 °O WOOD FRAMING co ti ~ DRAWN BY: BW SIDING ROOF SHINGLES B CHECKED BY: EK DOORS, FRAMES AND HARDWARE WOOD TRUSSES MASONRY 5 SHEET L. REQUESTS FOR SUBSTITUTIONS FOR ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING TO THE A2.1 ARCHITECT FOR APPROVAL. THE BURDEN OF PROOF OF MERIT OF A SUBSTITUTION IS UPON THE PROPOSER. THE REQUEST SHALL IDENTIFY AND INCLUDE WITHIN THE SCOPE OF WORK FOR THE SUBSTITUTN ANY AND ALL ADJUSTMENTS MP EM NTIOTHE SUBSTITUTION REQUESTED. THEIARCHEURED IT CT'S DECISION OF APPROVAL OR THE ADJACENT CONSTRUCTION TO 3 EAST BUILDING ELEVATION 2 NORTH BUILDING ELEVATION 1 FIRST LEVEL FLOOR PLAN - - A2el DISAPPROVAL OF A SUBSTITUTION SHALL BE FINAL. A2.1 '°`2 1 1 /8" = 1 '-011 9 TRUE PROJECT TRUE SHEET SCALE NORTH NORTH 0" 1/2" V. C:\Revit Projects\2023\41129-23027C_Outbuilding_R23 Morthrup_PDG.rvt 2�8/2024 5:09:59 PM LIBERTY CLASSICAL ACADEMY Not P rt of Approv I A0%pope SIGN G R 0 U P POPE DESIGN GROUP 767 N. EUSTIS STREET, SUITE 190 II -x x x x x x x x x x x x x x x x x x x x x x ST. 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EXISTING `)XHED I' EXISTING SHED D SHED 1,752 sQ.FT.SHx24s sQ.FT. x SHED 1,312SQ.FT.INh°78.28 �O x EXISTING FARM HOUSE y� BUILDINGS AND ISSUES & REVISIONS DATE SCHEMATIC PRICING 4-14-23 GPRP I PAVEMENT TO REMAIN °'.. :`:": :•`, I LOCATION HOUSE EXISTING OCATO v T 'T y — — — — — 9FSEPnc aI SQ T' x 1 CITY SUBMITTAL 11-30-23 AREA 1,849 sQ.FT I c� -If�J=97s.a I I I HIGH Y ` w I CITY & B C W D I I W � � EASE T I _�� � � 03-29-24 CENTERLINE PER ,� _ I - --- ° _ B66 RESUBMITTAL K 304-CF 0 DD -� -DEEDS, PA DEEDS, PAG — — _ x I SEPTICtea, HIGHWAY i 393 393 — — — — — — ELC- I I — EA EMEid-T-PER — — 16"cMP- _ — — — — — — — — — — —O-ELC 0-ELC 0-ELC 0-ELC — ° EXISTING DNR MONITORING WELL I I I — — — — — — — — — -L ¢— —0-�� — —O-EL� — — �Et� — —OrttC— —� —O=ELC L— ELC 0-ELC- a--O-ELC — Fc DEEDS, PAGE :.:.•.: - - - - - - - - - — — _ v I ..... -sa O-ELC O-ELC��ELZ -ECC INV=980.1 0.3 — — — — — ---— INv 1.s 0-ELC � I I C) INV=978.2--- r INV=978.3 N ------ J. 390 i 16°CMP� — 1 INV=981.8� / __ - - - - - - - - - o-ELC r -� �1. 11 R --- — - W — — — — — — =0-E C a-ELC 0-ELC 0-ELC 0-ELC 0-ELC 0-ELC I _ — — — — — — — — — — —� — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — ---- a F (1F P r GAS GAS GAS GAS - -ft - L—��ECC— --- --------------L/T- -------------- ---- --------- -- ------------------------------------------------- --- ------- -O7ENTIRC� OTENTAL � --------- 66' OF POTENTIAL R/W�__=- ---- ------ -------------------------------------`CLlL _1F -�P-� 122ND ST — �a FAS,FMFN — — UNRECORDED EASEMENT �I I ------------------------------------ - -a — ---- ------------- L--- / \ INV=9 7 7.9—� —![L l U'INV=9 7 8.3 — — — �I I — — — — — x HIGHWAY EASEMENT PER �-BOOK 304 OF DEEDS, PAGE 392 Z II I O LEGEND PHASE I PARKING U PROPERTY LINE I HEREBY CERTIFY THAT THIS PLAN, TOTAL REQUIRED PHASE I PARKING /1/ SPECIFICATION OR REPORT WAS PREPARED BY (PER CITY OF HUGO CODE, 1 SPACE PER 100 LOWER LL ME OR UNDER MY DIRECT SUPERVISION AND CONCRETE SIDEWALK 64 SPACES THAT I AM A DULY LICENSED PROFESSIONAL SCHOOL STUDENTS + 1 SPACE PER 4 UPPER SCHOOL '^ ENGINEER UNDER THE LAWS OF THE STATE OF STUDENTS + 1 SPACE PER CLASSROOM) MINNESOTA. ASPHALT PAVEMENT O NOT CTION PROPOSED PHASE I PARKING 202 SPACES U MICHAEL C.BRANDT,P.E. GRAVEL PARKING AREA MN PHASE I CAMPUS PROJECTIONS DATE: 03/29/2024 LIC.NO. 462661 O r r r r r STORMWATER BASIN r r r r r PROJECTED PHASE I STUDENT POPULATION 336 LL I— COMMISSION NO: 160061004 PHASE 1 WORK O PHASE I LOWER SCHOOL STUDENTS 186 z DRAWN BY: GAR PROPOSED SEPTIC FIELD CHECKED BY: MCB PHASE I MIDDLE SCHOOL STUDENTS 0 —x—x—x—x—x— SITE FENCING NORTH Q SHEET PHASE I HIGH SCHOOL STUDENTS 150 • 0 Z PHASE I OVERALL SITE PHASE I STAFF COUNT 35 PLAN GRAPHIC SCALE IN FEET J UJI TOTAL NUMBER OF PHASE I CLASSROOMS 24 0 40 80 16 Know what's below. 0� Call before you dig. 0- C400