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HomeMy Public PortalAbout03-08-2022 Planning Commission Packet POSTED AT CITY HALL: March 4, 2022 PLANNING COMMISSION AGENDA TUESDAY, MARCH 8, 2022 7:00 P.M. Meeting to be held telephonically/electronically pursuant to Minn. Stat. Sec. 13D.021 Call-in Information: 612-517-3122 (Conference ID: 512 276 066#) Electronic access (via Microsoft Teams): link available at https://medinamn.us/pc 1. Call to Order 2. Changes to Agenda 3. Update from City Council proceedings 4. Representative at next City Council meeting 5. Planning Department Report 6. Public Hearing – Weston Woods of Medina – Planned Unit Development and Plat Amendment – Mark and Kathleen Smith – east of Mohawk Dr, north of Hwy 55 7. McDonald’s – Conditional Use Permit to modify and expand drive through service – 822 Highway 55 (PID 1111823140020). 8. Land Acquisition – PID 03-118-23-24-0002 9. Approval of February 8, 2022 Planning Commission Minutes 10. Adjourn Planning Department Update Page 1 of 2 March 1, 2022 City Council Meeting TO: Mayor Martin and Members of the City Council FROM: Dusty Finke, Planning Director DATE: February 24, 2022 MEETING: March 1, 2022 City Council Land Use Application Review A) Marsh Pointe Preserve Preliminary Plat – 4250-4292 Arrowhead Drive – BPS Properties has requested Preliminary Plat approval for a 30-lot subdivision east of Arrowhead Drive south of Bridgewater. The City previously reviewed a concept plan for the project. The Council reviewed on February 2 and directed staff to prepare approval documents, which staff intends to present at the March 1 meeting. B) Abraham Accessory Dwelling Unit CUP – 3003 Hamel Road – Chad and MT Abraham have requested a CUP for a guest home to be constructed along with their new home at 3003 Hamel Road. The Planning Commission held a public hearing at the February 8 meeting and unanimously recommended approval. Staff intends to present to the Council on March 1. C) Deng Septic Variance – 2472 Parkview Drive – Jet Deng has requested a variance to reconstruct and expand an existing septic drainfield in its existing location. Staff has scheduled a public hearing for the March 1 City Council meeting. D) Cates Ranch/Willow Drive Warehouse Industrial – Comprehensive Plan Amendment and Environmental Assessment Worksheet – Oppidan has requested review of an EAW and a Comprehensive Plan Amendment for a warehouse/industrial development east of Willow Drive, north of Chippewa Road. The Planning Commission held a public hearing on January 11 and voted 4-3 to recommend approval of the Comprehensive Plan amendment. The comment period has ended and staff is preparing findings for the EAW. Staff is tentatively planning to present the EAW at the March 1 meeting and the Comp Plan Amendment at the March 15 meeting. E) Prairie Creek Final Plat – Stelter Enterprises has requested final plat approval for a 17-lot villa subdivision at 500 Hamel Road. Staff is conducting preliminary review and will present to the City Council when complete, potentially at the March 15 meeting. F) Hamel Townhomes Pre Plat and Site Plan Review – Hamel Townhomes LLC has requested preliminary plat and site plan review approval for a 30-unit townhome development at 342 Hamel Road. Staff is conducting preliminary review and will schedule for a public hearing when complete. G) Loram/Scannell Environmental Assessment Worksheet (EAW) – Loram and Scannell have submitted materials for the City to prepare an EAW for a warehouse/industrial development east of Arrowhead Drive, south of Highway 55, to the south of Loram’s existing facility. The Council authorized release of the EAW for comment on February 2. The comment period will expire on March 17 and staff will present draft findings after the deadline. H) 744 Aster Road Easement Vacation – Balaji Venkatasubranian has requested to vacate the southern two feet of a 20-foot wide drainage and utility easement running through the rear yard of 744 Aster Road. The Council adopted a resolution approving the vacation at the February 15 City Council meeting. The project will be closed MEMORANDUM Planning Department Update Page 2 of 2 March 1, 2022 City Council Meeting I) Ditter Heating and Cooling Site Plan Review – 820 Tower Drive – Ditter Heating and Cooling has requested a Site Plan Review for an approximately 5,000 square foot addition to its building. The application is incomplete for review and will be scheduled for a hearing when complete. J) Meander Boardwalk and Park PUD Concept Plan – south of Meander Road, west of Cavanaugh Drive – Medina Ventures has requested review of a PUD Concept Plan for a commercial development. The concept shows a day care facility (7,500 s.f.), a venue (concerts/weddings/educational), and approximately 12,000-15,000 s.f. commercial space. The Planning Commission held a public hearing on January 11, provided comments, and was generally supportive of the concept. The City Council provided comments at the February 2 meeting. The project will now be closed and staff will await a formal application. K) BAPS Site Plan Review – 1400 Hamel Road – Bochasanwasi Shri Akshar Purushottam Swaminarayan Sanstha (BAPS), Minneapolis, has requested Site Plan Review for construction of a place of assembly. The Planning Commission reviewed at the September 14 meeting and recommended approval. The City Council reviewed on October 5, October 19, and November 3 meeting. The applicant updated plans to be consistent with the recently adopted interim ordinance pertaining to rooftop elements. The Council adopted a resolution for approval at the November 16 meeting. The applicant has indicated that they will likely not begin construction until spring. L) Life-Style Auto Condo – South of Hwy 55, west of Pioneer – SH Ventures has requested review of a PUD Concept Plan for development of 12 buildings with approximately 258,000 square feet of space for privately owned garage condos. The Planning Commission held a public hearing and provided comments at the October 12 meeting. Most Commissioners generally did not believe the proposal was consistent with the objectives of FDA land use of the Comp Plan. The Council reviewed at the November 16 Council meeting and provided comments. The applicant has requested that the City Council remain open, as they are considering potential updates to their Concept Plan. M) Adam’s Pest Control Site Plan Review, Pre Plat, Rezoning – Pioneer Trail Preserve – These projects have been preliminarily approved and the City is awaiting final plat application. N) Caribou Cabin-Pinto Retail, Baker Park Townhomes, Johnson ADU CUP, Hamel Brewery, St. Peter and Paul Cemetery – The City Council has adopted resolutions approving these projects, and staff is assisting the applicants with the conditions of approval in order to complete the projects. O) Weston Woods, Hamel Haven subdivision – These subdivisions have received final approval. Staff is working with the applicants on the conditions of approval before the plat is recorded. Other Projects A) Rooftop Elements Moratorium – Staff began researching regulations in other communities and reviewing existing rooftop elements within the City. The Planning Commission recommended approval of the ordinance at the January 11 meeting and the City Council discussed on January 18 and February 15. Staff intends to present the ordinance for potential adoption on March 1. B) Uptown Hamel RFP – staff prepared a draft RFP for consideration for the City Council at the March 1 meeting. The RFP would solicit for a consultant to prepare a market study, redevelopment feasibility, and action plan to support development and improvement in Uptown Hamel. TO: Honorable Mayor and City Council FROM: Jason Nelson, Director of Public Safety DATE: February 25, 2022 RE: Department Updates The past two weeks things have slowed down somewhat at the police department. We are still working on year-end reporting and dealing with data requests in reference to the trespassing complaint investigation at Hennepin County Public Works Facility. We continue to get additional data requests and have been working with Kennedy and Graven on those requests to ensure that we are in compliance with state law. It appears we have made it through another spike of COVID and things are sharply declining. We have had officers, as like many of you, that were impacted either by getting infected themselves or having family members getting it. We are very thankful that they were very short-term illnesses and absences from work. Everyone has stepped up and answered the challenges that have been asked of them so that there were no interruptions in our service levels to the community. Last week we held our annual drug task force luncheon. Thank you to Councilmembers Albers and Deslauriers and City Administrator Johnson for attending. This is an annual luncheon where officers are recognized for the great work they do in front of some elected officials. This past year was another record breaking for our task force. I cannot give them enough credit for all they do to reduce drugs and crime from our communities. I look forward to sharing with you in the annual report a recap of what they have accomplished and highlighting all their statistics. This past week we conducted our annual use of force training. This is something that is required by our licensing board. Sergeant Boecker is our use of force instructor and does a great job making sure that all the mandates are covered. Patrol: The following are updates from Patrol Officers between February 9, 2022 and February 22, 2022: Officers issued 11 citations and 14 warnings for various traffic offenses, responded to 2 property damage accidents, 10 medicals, 3 suspicious calls, 3 traffic complaints, 4 assists to other agencies, and 6 business/residential alarms. On 02/09/2022 Officers were called to an assault at Casey’s General Store, 700 block of Highway 55. Officers learned a customer had prepaid for fuel but was having issues with the pumps not pumping gas. The customer eventually asked for a refund which the employee said she could not do at the time. Customer then asked for a receipt to show she was going to be refunded and employee refused this as well. The customer became irate and knocked a store display off the counter and walked out of the store. The store employee then walked out after her and attacked the customer, striking her several times before another customer broke the two of them up. The customer was cited for disorderly conduct. The employee was arrested for assault and booked and released at our Police Department. On 02/11/2022 Officer was dispatched to a civil matter in the 300 block of Sunnyridge Lane, Loretto. Resident reported loaning her car to a friend who she had not known very long. The friend was supposed to return the car later that day but had failed to do so. Attempts to contact the person were unsuccessful. Officer eventually made contact with the party who said he would return the car later in the day. The following day the vehicle was still not returned. Attempts to contact the person were unsuccessful. The next day officers stopped by the residence to follow up and learned the car had been returned overnight at some point without the owner being notified. No charges are pending in this case. On 02/12/2022 Officer was dispatched to a report of an unconscious female in the 700 block of Lilium Trail. Upon arrival the officer learned the female was not conscious and feeling like the room was spinning. North Ambulance arrived to evaluate the patient. On 02/14/2022 Officer took a fraud report by phone. Resident reported that someone had opened up a Verizon account in their name and they had received a bill from Verizon for the fraudulent account. The resident reported Verizon needed a police report number to open up a fraud investigation but suspected that the account would be canceled and not expected to be responsible for any of the charges. On 02/15/2022 Officer was notified of an abandoned vehicle parked at the gas pumps of the Casey’s for more than a week. Officers were unable to make contact with the owner of the vehicle and the store was advised the vehicle was on private property and they could have it towed on their own. On 02/16/2022 business contacted our department after finding a small vial containing a white powdery substance in a common area. The substance was found to test positive as being cocaine. It is not expected that the owner of the cocaine will call to report losing it so it will be marked for disposal. On 02/16/2022 Officer responded to take a theft report from a construction trailer at the Automotorplex. It was learned that a company who did some painting on one of the buildings reported tools missing from one of their trailers and possibly saw another company using some of their stolen tools. Case was forwarded to investigations for follow-up. On 02/16/2022 Officer was dispatched to a possible deceased dog in the area of County Road 24 and Hickory Drive. Upon arrival the officer determined that the deceased animal was a raccoon. The deceased animal was removed from the roadway. On 02/17/2022 Officers were dispatched to a vehicle in the ditch in the area of County Road 19 and Hamel Road. The 911 caller also reported that they believed the driver to be intoxicated. Upon arrival officers found a male sitting in the driver’s seat with his head down. Officers were eventually able to get the attention of the male who showed indications of being intoxicated. The male was arrested for suspicion of DWI. The driver later refused to submit to a breath test. He was transported to Hennepin County Jail. On 02/19/2022 Officer took a theft report by phone. Resident reported hiring a moving company to deliver a bed. Resident reported receiving a fraud alert on their American Express card and found a card to be missing from a nightstand in the room that the bed had been delivered to. The case was forwarded to investigations for follow up. Investigations: Received a report where an employee from a moving company stole a credit card and attempted to use the card for more than $800. The suspect was identified and later admitted to the theft and attempted use of the card. The case was submitted for charging. A suspect from a theft ($35,000 worth of tools) in June of 2021 was located this week and a warrant was obtained for a DNA sample to compare against the sample that was submitted to the Hennepin County Crime Lab. Investigation ongoing. Received a report of a theft from a construction site sometime between September and October of 2021. An investigation has been started and is ongoing. There are currently 17 cases assigned to investigations. 1 TO: Honorable Mayor and City Council FROM: Steve Scherer, Public Works Director DATE February 24, 2022 MEETING: March 1, 2022 SUBJECT Public Works Update STREETS • There has been just one snow event since the last update. Plowing went well with no incidents. • The road material bids have been sent out for the 2022 construction season. We are expecting increases on almost all items. • It’s still cold, but spring road restrictions are right around the corner. We’re reviewing maps to document any updates. WATER/SEWER/STORMWATER • I am working to obtain quotes for the replacement of approximately 1300 water meter radio boxes. This is a large expense that we planned and budgeted for. In addition to the radios, the VGB drive-by reader and laptop will be replaced because our current reader is no longer being supported and can only read older radios. I plan to order meters next week in a single purchase to save up to $20.00 per unit. • The treatment plant expansion feasibility report is almost finalized and will be included in the March 15th packet for review. • We completed our Risk and Resilience Plan as required by the EPA. I’m proud of the work and thoughtfulness put into establishing a great working document that The City will now reference in the event of an emergency with our water system - or any emergency that may arise. Distribution of this document is selective to protect the sensitive information, so will not be reviewed in a public environment. • Most of Public Works Staff will be attending the annual Minnesota Rural Water Association conference the first week of March to attend classes and earn the required certification credits for water and sewer. Lisa is here to answer phones, and Jack and Jeff will handle any matters that come up. • Numerous loads of compost material have been removed from our compost site to make room for the machine to begin brush grinding next week. MEMORANDUM 2 PARKS/TRAILS • RFPs went out, and the deadline for lawn and grounds maintenance on city properties is March 2nd . Historically we’ve entered into a two-year agreement with the sub-contractor. • A purchase agreement for the parkland acquisition on Chippewa Road is in the hands of the seller and I expect to have it signed soon. • We received an application from Mr Will Gunter for the open park commission seat. The interview panel included the Park Commission Chair and Secretary, the City Council Liaison, and members of Staff. The panel unanimously recommends appointing Mr Gunter to the Park Commission (on your consent agenda). • Public Works has been cleaning up dead trees in Hariots Woods (Enclave) as a continuation of our clearing and reforestation efforts. PERSONNEL • We received three applications for the Public Works Maintenance position and will be conducting interviews in the upcoming week. MISC • Cleanup Day is on the calendar for Saturday April 30, 2022. Lisa has started the process of coordinating services for the event. In March we will evaluate the status of the pandemic and make a recommendation to Council on whether the event should open back up to include food. • A weed control and fertilization contract is enclosed in your packet. Weston Woods Page 1 of 6 March 8, 2022 PUD and Plat Amendment Planning Commission Meeting TO: Planning Commission FROM: Dusty Finke, Planning Director DATE: March 3, 2022 MEETING: March 8, 2022 Planning Commission SUBJECT: Weston Woods – Mark and Kathleen Smith – Amended PUD and Plat - East of Mohawk Dr., North of Hwy 55 Summary of Request Mark and Kathleen Smith have requested an amendment to the Planned Unit Development (PUD) and Plat for Weston Woods of Medina. The applicant proposes the following primary changes: 1) Change 10 twin-home lots to 9 detached villa lots in NE portion of site (reduction of one lot) 2) Widen single-family lots throughout southern portion of site (reduction of two lots) 3) Allow option for one single-family lot to be used for community pool 4) Amend certain lot standards The City Council granted approval of the PUD in January 2021 and Final Plat approval in October 2021. These approvals would still be in place if the City does not approve the amendments to the PUD. The approvals were subject to a series of requirements and conditions which are not significantly affected by the proposed changes. Information on the review of the previously approved application is available upon request. Comprehensive Plan Most of the subject property (45 net acres) was reguided to Low Density Residential (LDR) in 2020, requiring residential density of 2-3 units/net acre. The proposed amendment would change the density from 2.62 units/net acre to Prev. approved Proposed Attached townhomes 32 32 Twinhomes 76 66 Detached Villas 0 9 Single-family 42 40 Total Lots 150 147 MEMORANDUM Weston Woods Page 2 of 6 March 8, 2022 PUD and Plat Amendment Planning Commission Meeting 2.56 units/net acre. A smaller 4.7 net acre area in the east central portion of the site is guided Medium Density Residential (MDR) and planned for attached townhomes. No amendments are proposed to that portion of the PUD and plat at this time. Proposed Amendment – Villahome Lots The applicant proposes to plat 9 detached villa lots in the northeast portion of the site rather than 10 twinhome lots previously approved. The applicant proposes the following lot standards for the villahome lots, which are compared to the underlying R2 zoning district: R2 Proposed Villahomes Minimum Lot Size 8,000 s.f. 6,000 s.f. (>9,000 s.f. w/ open space behind units) Minimum Lot Width 60 feet 60 feet Minimum Lot Depth 90 feet 1000 feet Front Yard Setback 25 feet 25’ to curb (equiv. to 13’ to right-of-way) Front Yard Setback (garage) 25 feet 25’ to curb (equiv. to 13’ to right-of-way) Side Yard Setback (combined) 15 feet (10/5) 15 feet (7.5/7.5) Side Yard (corner) 25 feet 25 feet Rear Yard Setback 25 feet 25 feet Max. Hardcover 50% 70% of platted lot; < 50% if including boulevard and open space behind lots While the table above compares the proposed villahomes to the R2 district standards, staff believes it is important to compare the proposed lots to the Twinhome standards as well. If the City were not to approved the amendment, these lots would remain Twinhome Lots under the approved PUD. The Twinhome standards are described in the next section. Proposed Amendment – Twinhome Lots The applicant requests to amend the PUD to reduce the minimum required setback between Twinhome buildings from 30 feet to 25 feet. Below are approved standards for the Twinhome Lots with the proposed change highlighted. Twinhomes Lots Minimum Lot Size 3,948 s.f. (>5,000 s.f. including open space between lots) Minimum Lot Width 42 feet Minimum Lot Depth 90 feet Front Yard Setback 25’ to curb (equiv. to 13’ to right-of-way) Front Yard Setback (garage) 25’ to curb (equiv. to 13’ to right-of-way) Side Yard Setback 30 feet between buildings {25’ proposed} Side Yard (corner) 25 feet Rear Yard Setback 15 feet Max. Hardcover 70% of platted lot; (<50% if including boulevard and open space between buildings The proposed distance between buildings is equivalent to the minimum setbacks of the R1 district and exceed the minimum setbacks of the R2 district. Staff does not oppose the amendment. Weston Woods Page 3 of 6 March 8, 2022 PUD and Plat Amendment Planning Commission Meeting Proposed Amendment – Single-Family Lots The applicant proposes to increase the width and lot area of many of the single-family lots in the southern portion of the site from what was shown on the approved plat. The lots would still occupy the same overall footprint on the site. Because larger lots are proposed within the same area, the change would result in a net reduction of two lots. The applicant does not propose to amend the minimum lot width or lot size of the PUD. Since these are minimum standards, the lots can be platted to exceed the standards by a larger degree. The applicant does propose one alteration to the lot standards of Single-Family lots. The applicant proposes to increase the maximum hardcover permitted on the lots from 40% to 45%. The lot standards of the Single-Family Lots within the PUD are described below compared to the requirements of either the R1 or R2 district. The proposed amendment is highlighted. R1 R2 Proposed Single Family Minimum Lot Size 11,000 s.f. 8,000 s.f. 9,000 s.f. Minimum Lot Width 90 feet 60 feet 70 feet Minimum Lot Depth 100 feet 90 feet 130 feet Front Yard Setback 25 feet 25 feet 25 feet Front Yard Setback (garage) 30 feet 30 feet 30 feet Side Yard Setback (combined) 25 feet (15&10) 15 feet (10&5) 20 feet (10 & 10) Side Yard (corner) 25 feet 25 feet 25 feet Rear Yard Setback 30 feet 25 feet 30 feet Collector Road Setback 40 feet 40 feet 40 feet Max. Hardcover 40% 50% 40% {45% proposed} The proposed PUD standards commonly fall between the requirements of the R1 and R2 district. The proposed amendment would similarly split the difference between the City’s standard districts. The applicant requests this additional hardcover to allow flexibility for sport courts, patios, swimming pools, and similar improvements. Staff does not oppose the proposed amendment, which seems consistent with the standards which fall between the R1 and R2 districts. Proposed Amendment – Allow Community Pool The applicant requests language within the PUD which would explicitly allow one of the single- family lots to be used for a community pool and amenity space. The applicant requests the flexibility to decide in the future whether to construct the pool or to build a home on the lot. The layout of the lot would remain the same. The applicant has identified either Lot 1, Block 1 or Lot 5, Block 6 as a potential location. These lots are located just south of Chippewa Road, either east or west of Hillside Drive and are circled in blue on the site plan on page 1. Staff supports allowing this flexibility. The pool and any structure would be subject to the same setbacks as homes on the Single-Family Lots. Staff believes it may be advisable to consider widening Hillside Drive adjacent to these lots by a few feet to accommodate more common parking, especially with the location near the intersection with Chippewa Road. Weston Woods Page 4 of 6 March 8, 2022 PUD and Plat Amendment Planning Commission Meeting Review Criteria The City has a high level of discretion when considering requests for PUD, and similarly has a high level of discretion when considering proposed amendments to a PUD. Section 827.41 of the Code describe the process for reviewing proposed amendments and modifications from the terms or conditions of a PUD or an alteration in a project. This section states that review of any amendment would follow the same review procedure as was followed with respect to the General Plan of Development. Purpose of PUD Section 827.25 of the City Code establishes the following purpose for PUDs: “PUD - Planned Unit Development provisions are established to provide comprehensive procedures and standards designed to allow greater flexibility in the development of neighborhoods and/or nonresidential areas by incorporating design modifications and allowing for a mixture of uses. The PUD process, by allowing deviation from the strict provisions of this Code related to setbacks, lot area, width and depth, yards, and other development standards is intended to encourage: Subd. 1. Innovations in development to the end that the growing demands for all styles of economic expansion may be met by greater variety in type, design, and placement of structures and by the conservation and more efficient use of land in such developments. Subd. 2. Higher standards of site and building design. Subd. 3. The preservation, enhancement, or restoration of desirable site characteristics such as high quality natural resources, wooded areas, wetlands, natural topography and geologic features and the prevention of soil erosion. Subd. 4. Innovative approaches to stormwater management and low-impact development practices which result in volume control and improvement to water quality beyond the standard requirements of the City. Subd. 5. Maintenance of open space in portions of the development site, preferably linked to surrounding open space areas, and also enhanced buffering from adjacent roadways and lower intensity uses. Subd. 6. A creative use of land and related physical development which allows a phased and orderly development and use pattern and more convenience in location and design of development and service facilities. Subd. 7. An efficient use of land resulting in smaller networks of utilities and streets thereby lower development costs and public investments. Subd. 8. A development pattern that effectuates the objectives of the Medina Comprehensive Plan. (PUD is not intended as a means to vary applicable planning and zoning principles.) Subd. 9. A more desirable and creative environment than might be possible through the strict application on zoning and subdivision regulations of the City.” When the City is considering the initial rezoning to a PUD, the City is considering this purpose when determining whether to approve of the rezoning of a property from the underlying district to a PUD. The Planning Commission and Council are weighing whether the proposed flexibility of the PUD better meets these and other objectives of the City than would be achieved through standard zoning. When considering proposed amendments to a PUD, staff believes it is appropriate to consider the Purpose of the PUD and objectives of the Comprehensive Plan. However, it is appropriate to approach the calculation differently. If the City does not approve of the amendment, the previously approved PUD would still be in place. Weston Woods Page 5 of 6 March 8, 2022 PUD and Plat Amendment Planning Commission Meeting Based upon the scale or significance of the proposed amendment, it may not clearly meet the criteria but still be acceptable. On the other hand, if the Planning Commission and City Council find that an amendment is inconsistent with these purposes and other City objectives when compared to the unamended PUD, it may be appropriate to deny the amendment. Staff has attached relevant excerpts from the Vision, Goals, and Land Use chapters of the Comprehensive Plan for convenience. Preliminary Plat Criteria The City generally has a lower level of discretion on review of the preliminary plat, but in this case the plat is contingent upon approval of the PUD. If the PUD is approved, review of the preliminary plat is guided by Subd. 10 of Section 820.21: In the case of all subdivisions, the City shall deny approval of a preliminary or final plat if one or a combination of the following finding are made: (a) That the proposed subdivision is in conflict with the general and specific plans of the city, or that the proposed subdivision is premature, as defined in Section 820.28. (b) That the physical characteristics of this site, including but not limited to topography, vegetation, soils, susceptibility to flooding, water storage, drainage and retention, are such that the site is not suitable for the type of development or use contemplated. (c) That the site is not physically suitable for the proposed density of development or does not meet minimum lot size standards. (d) That the design of the subdivision or the proposed improvements are likely to cause substantial environmental damage. (e) That the design of the subdivision or the type of improvements are likely to cause serious public health problems. (f) That the design of the subdivision or the type of improvements will conflict with public or private streets, easements or right-of-way. Staff does not believe the reduction of three lots and proposed amendments to the plat change any of the findings for the plat from what was previously decided when approving the original version of the plat. Potential Action The proposed amendments to the previously approved PUD are: 1) Create 9 Villahome Lots in place of 10 Twinhome Lots (and create standards for the lots) 2) Increase width and size of Single Family Lots (resulting in reduction of 2 lots) 3) Add explicit allowance for one Single-Family Lot to be used for community pool 4) Reduce minimum distance between Twinhome buildings from 30 feet to 25 feet 5) Increase maximum hardcover on Single-Family Lots from 40% to 45% Staff believes it is reasonable to find that the proposed amendments are acceptable within the context of the previously approved PUD. Staff does not believe the proposed amendments to the PUD and plat significantly change the conditions attached to the final plat which was previously approved, unless the Planning Commission recommends widening the street adjacent to the potential community pool site for more space for parking. Weston Woods Page 6 of 6 March 8, 2022 PUD and Plat Amendment Planning Commission Meeting If the Planning Commission concurs that the amendment is not inconsistent with the purpose of the PUD ordinance, objectives of the Comp Plan, and findings of the subdivision ordinance, the following motion could be made: Move to recommend approval of the amendment to the Weston Woods PUD and Plat. Attachments 1. Comp Plan Info 2. PUD Ordinance with proposed amendments 3. Applicant narrative 4. Updated Plat 5. Updated Plans Excerpts from Comprehensive Plan Community Vision The following statement provides a vision of the community for the future and the resultant goals and strategies. Medina is a community united by a common goal: to sustain and enhance the quality of life of its residents. Medina will protect its significant natural resources and open space throughout the City, while honoring its rural heritage and fostering safe and well-designed neighborhoods, places of recreation and destinations for citizens to gather. Development within the City will be commensurate with available transportation systems, municipal services and school capacity. Community Goals The following Community Goals are derived from the Vision Statement and inform objectives and strategies throughout the various aspects of the Comprehensive Plan. • Preserve rural vistas, open spaces, and wetlands in all parts of the community to promote the rural character of Medina. • Protect and enhance the environment and natural resources throughout the community. • Encourage and incent innovative and environmentally friendly approaches to planning, engineering and development. • Expand urban services only as necessary to accommodate regionally forecasted residential growth, desired business opportunities and achievement of other Community Goals. Such development and growth shall be at a sustainable pace proportionate with capacity of schools and transportation, water supply and wastewater infrastructure available to the City. • Spread development so that it is not geographically concentrated during particular timeframes. • Promote public and private gathering places and civic events that serve the entire community. • Preserve and expand trails and parks to provide community recreational facilities, connect neighborhoods, and encourage healthy lifestyles of its residents. • Provide opportunities for a diversity of housing at a range of costs to support residents at all stages of their lives. • Encourage an attractive, vibrant business community that complements the residential areas of the City. • Maintain its commitment to public safety through support of the City’s police department and coordinate with its contracted volunteer fire departments. • Manage the City through prudent budgeting processes, retaining a skilled and efficient staff and long-range planning and financial management. Future Land Use Plan Principles The Future Land Use Plan guides the development of Medina through 2040, and will be used to implement the City’s goals, strategies and policies. The Plan is guided by the Vision and Community Goals as furthered by the following principles: Development Patterns and Neighborhood Form • Encourage open spaces, parks and trails in all neighborhood developments. Surveys indicate that a high quality of life is found when residents have visual access to green spaces. • Create neighborhoods with a variety of housing types that are well connected with roads, trails or sidewalks. • Maintain the integrity of rural neighborhoods and promote development patterns consistent with existing rural residential development. • Recognize neighborhood characteristics and promote new development compatible in scale, architectural quality and style with existing neighborhoods. • Stage residential growth to minimize the amount of adjacent developments which occur within the same time period. • Guide density to areas with proximity to existing infrastructure and future infrastructure availability. • Concentrate higher density development near service oriented businesses to help promote walkability. • Consider planned development in surrounding communities when making land use decisions in the City. Road Patterns • Recognize regional highway capacity and planned improvements, along with use forecasts, as major factors in planning for growth and land use changes. • Establish collector streets with good connections through the community’s growth areas. • Promote trails and sidewalk access near roads and thoroughfares to encourage multi- modal transportation choices. • Consider opportunities to improve north-south travel within the City. Open Spaces and Natural Resources • Preserve natural resources throughout the community and provide educational opportunities to residents to help them understand the value of natural areas. • Preserve open spaces and natural resources. • Protect wooded areas and encourage improvement of existing resources and reforestation. Evaluate existing woodland protections and supplement as necessary. • Support the guidelines identified in the Open Space Report to preserve the City’s natural systems. Business Districts and Commercial Areas • Focus service businesses and development near urban residential densities and along primary transportation corridors. • Provide connections between residents and commercial areas and promote businesses within mixed-use areas. • Work to create job opportunities in the community for Medina residents to reduce traffic and commuting demands. • Emphasize service and retail uses which serve the needs of the local community and provide opportunities for the community to gather. • Support business development with a corporate campus style which provides open spaces and protects natural resources. Low Density Residential (LDR) identifies residential land uses developed between 2.0 units per acre and 3.0.units per acre which are served, or are intended to be served, by urban services. The primary use in this area is single- and two-family residential development. Residential Uses Objectives: 1. Require preservation of natural slopes, wetlands, woodlands, and other significant natural characteristics of the property. 2. Consider exceptions to or modifications of density restrictions for developments that protect the natural features or exceed other standards of the zoning district. Such modification shall generally not exceed -10% of the minimum density or +20% of the maximum density requirement of the relevant land use. 3. Restrict urban development to properties within the sewer service boundary. 4. Regulate land within the Mixed Residential land use to provide opportunities for residential development with a density in excess of 8 units/acre. Flexibility is purposefully provided within the land use to support opportunities for a single project to provide both low- and high- density housing or for multiple developers to partner on independent projects within a Mixed Residential area. 5. Encourage green building practices such as Leadership in Energy and Environmental Design (LEED) principles in neighborhood planning and residential building and low impact development design standards. 6. Regulate the rate and location of development in keeping with availability of public facilities and the City's stated goals, including the undesignated MUSA and growth strategies. 7. Restrict commercial and business development to areas designated in this Plan. 8. Protect property within the City's MUSA boundary from development prior to the provision of urban services that will hinder future division. 9. Create flexible zoning standards that would allow for innovative arrangements of homes, conservation easements, or other creative land use concepts that preserve the City's open space and natural features. 10. Promote attractive, well-maintained dwellings on functional, clearly marked roads, with adequate facilities and open space. 11. Emphasize resident and pedestrian safety. 12. Encourage a controlled mix of densities, housing types, age groups, economic levels, lot sizes, and living styles that are of appropriate scale and consistent with appropriate land use, market demands, and development standards. 13. Establish design criteria for platting and developing site plans which will be compatible with surrounding physical features, existing land uses and the preservation of ecologically significant natural resources. 14. Establish standards for higher density residential development so that such development is compatible with surrounding uses. Such standards may include enclosed parking, green space, landscape buffering and height limitations. 15. Require utilities to be placed underground wherever possible for reasons of aesthetic enhancement and safety. 16. Plan interconnections between separate developments to encourage shared road use to reduce costs and minimize the amount of road surface required. 17. Require planning of trails and walkway systems in the early design stages of all new development so that residential areas are provided safe access to parks and open space. 18. In urban residential zones with sanitary sewer service permit higher density in PUD’s in exchange for (1) reduced land coverage by buildings, (2) provision of more multi-family units; and, (3) sensitive treatment of natural resources. 19. Implement standards for lot sizes and setbacks which recognize the development characteristics and natural resources of each existing neighborhood. 20. Regulate noise, illumination, and odors as needed to protect residential neighborhoods and to maintain public health and safety. Ordinance No. 667___ 1 January 5, 2021___________ __, 2022 CITY OF MEDINA ORDINANCE NO. 667___ AN ORDINANCE ESTABLISHING A PLANNED UNIT DEVELOPMENT DISTRICT FOR “WESTON WOODS OF MEDINA” AND AMENDING THE OFFICIAL ZONING MAP THE CITY COUNCIL OF MEDINA, MINNESOTA ORDAINS AS FOLLOWS: Section 1. The City of Medina received a request to change the zoning classification of the property legally described in Exhibit A (the “Property”) to Planned Unit Development. Based on the written and oral record before the Planning Commission and City Council during review of the request as well as all additional testimony submitted to the City, the City Council has found that the proposed rezoning of the Property to Planned Unit Development is consistent with the Comprehensive Plan and serves the purpose of the Planned Unit Development district. Section 2. The Property is hereby rezoned to PUD, Planned Unit Development. The location of the zoning amendment is depicted on the map in Exhibit B, attached hereto. Section 3. The Weston Woods of Medina Planned Unit Development General Plan is hereby approved. A. All entitlements, including but not limited to, allowed uses, density, dimensional standards, setbacks and development standards established within this PUD District are hereby set forth by the Weston Woods General Plan dated 12/4/2020, which are incorporated herein by reference, except as may be modified by this ordinance or Resolution 2021-03. B. Any standards not specifically addressed by this Ordinance shall be subject to the requirements set forth by the City of Medina Zoning Ordinance, including the Single- and Two-Family Residential (“R2”) and Mid-Density Residential (“R3”) zoning districts and other relevant standards. C. The lots within the Property shall be classified as “Single Family,” “Twinhome,” “Villahome” or “Rowhome” as described in Exhibit B and shall be subject to the relevant standards described herein. Section 4. Allowed Uses. The allowed uses within the PUD District shall be as follows: A. Single Family Lots. The permitted, conditional, and accessory uses shall be those described in the R2 zoning district. A community pool shall allowed on a single family lot within the PUD. B. Twinhome Lots. The permitted, conditional, and accessory uses shall be those described in the R2 zoning district, except that Accessory Dwelling Units shall not be permitted. Ordinance No. 667___ 2 January 5, 2021___________ __, 2022 C. Villahome Lots. The permitted, conditional, and accessory uses shall be those described in the R2 zoning district, except that Accessory Dwelling Units shall not be permitted. C.D. Rowhome Lots. i. The following shall be permitted uses within the Rowhome Lots: a. Townhouse Dwellings, provided no structure contains more than six dwelling units b. Parks and Open Space c. Essential Services ii. There shall be no conditional uses permitted within the Rowhome Lots iii. The accessory uses shall be those described in the R3 zoning district. Section 5. Lot Standards. A. The Single Family Lots shall be subject to the requirements of the R2 zoning district except as explicitly described below. i. Minimum lot size: 9,000 square feet ii. Minimum lot width: 70 feet iii. Minimum lot depth: 130 feet iv. Minimum front yard setback: 25 feet, except garage doors facing the street shall be setback a minimum of 30 feet v. Minimum side yard setback: 10 feet vi. Minimum rear yard setback: 30 feet. The rear yard setback may be reduced to 20 feet if abutting a preserved open space or common area, but may not be reduced if abutting public park property. vii. Minimum Collector Roadway setback: 40 feet viii. Maximum impervious surface coverage: 4045% B. The Twinhome Lots shall be subject to the requirements of the R2 zoning district except as explicitly described below. i. Minimum lot size: 3,948 square feet ii. Minimum lot width: 42 feet iii. Minimum lot depth: 90 feet iv. Minimum front yard setback: 25 feet to back of curb v. Minimum distance between buildings: 3025 feet. Bay windows, balconies, eaves, overhangs, canopies and other ornamental features not affixed to the ground may extend into this setback, provided they do not extend a distance greater than three feet from the structure. vi. Minimum side yard setback: 5 feet, except the side yard setback shall be reduced to zero for the common wall between two dwelling units. Bay windows, balconies, eaves, overhangs, canopies and other ornamental features not affixed to the ground may extend into this setback. vii. Minimum rear yard setback: 15 feet viii. Minimum Collector Roadway setback: 40 feet ix. Maximum impervious surface coverage: 70% Ordinance No. 667___ 3 January 5, 2021___________ __, 2022 C. The Villahome Lots shall be subject to the requirements of the R2 zoning district except as explicitly described below. i. Minimum lot size: 6,000 square feet ii. Minimum lot width: 60 feet iii. Minimum lot depth: 100 feet iv. Minimum front yard setback: 25 feet to back of curb v. Minimum distance between buildings: Based on side yard setback, except bay windows, balconies, eaves, overhangs, canopies and other ornamental features not affixed to the ground may extend into this setback, provided they do not extend a distance greater than three feet from the structure. vi. Minimum side yard setback: 7.5 feet. Bay windows, balconies, eaves, overhangs, canopies and other ornamental features not affixed to the ground may extend into this setback. vii. Maximum impervious surface coverage: 70% C.D. The Rowhome Lots shall be subject to the requirements of the R3 zoning district except as explicitly described below. i. Minimum Setback from Perimeter of Site: 40 feet ii. Private street setback: 23 feet to back of curb iii. Collector Roadway Setback: 40 feet iv. Minimum distance between buildings: 24 feet Section 6. Design and Development Standards. All standards not specified by this ordinance are to be the same as found in the Medina Zoning Ordinance for the relevant underlying zoning district. The following deviations from the underlying performance standards are hereby in place for the Weston Woods of Medina Planned Unit Development: A. Building Materials and Design shall be consistent with the standards approved by the City Council at the time of final plat review, which shall be subject to review for consistency with the enhancements required in Resolution 2021-03. B. Landscaping shall be consistent with the landscaping plan approved by the City Council at the time of final plat review, which shall be subject to review for consistency with the enhancements required in Resolution 2021-03. Section 7. The City of Medina Zoning Administrator is hereby directed to place this ordinance into effect and to make the appropriate changes to the official zoning map of the City of Medina to reflect the change in zoning classifications as set forth above only upon adoption of the Comprehensive Plan Amendment related to the Property and recording of the Weston Woods of Medina plat. Section 8. A copy of this Ordinance and the updated map shall be kept on file at the Medina City Hall. Ordinance No. 667___ 4 January 5, 2021___________ __, 2022 Section 9. This Ordinance shall be effective upon its passage, publication, and recording of the Weston Woods of Medina of Medina plat. Adopted by the Medina City Council this 5th day of January, 2021April, 2022. CITY OF MEDINA By: Kathleen Martin, Mayor Attest: By: Jodi M. Gallup, City Clerk Published in the Crow River News on this day the 14th___ of January, 2021_____, 2022. Ordinance No. 667___ 5 January 5, 2021___________ __, 2022 EXHIBIT A Legal Description of the Property Ordinance No. 667___ 6 January 5, 2021___________ __, 2022 Ordinance No. 667___ 7 January 5, 2021___________ __, 2022 Ordinance No. 667___ 8 January 5, 2021___________ __, 2022 Ordinance No. 667___ 9 January 5, 2021___________ __, 2022 EXHIBIT B Map Depicting “Single Family,” “Twinhome,” and “Rowhome” Lots 4875-4002-4847, v. 2 February 24, 2022 Dusty Finke AICP City Planner City of Medina 2052 County Road 24 Medina, MN 55340-9790 Re: Weston Woods of Medina; PUD Amendment for PIDs 03-118-23-42-0001, 03-118-23- 41-0001, and 03-118-23-43-0005 Dear Mr. Finke: We represent Mark of Excellence Homes (“MOE”) and Mark and Kathleen Smith, the developer of Weston Woods of Medina (the “Project”). This letter and the accompanying materials constitute a request for amendment of the PUD to address market conditions and demand for a variety of housing types, including Villahomes within the Project. Background and Project Description The Developer of the above project obtained approval of Comprehensive Plan amendments, rezoning and PUD Development Plan from the City of Medina (the “City”) for what are described below as Twinhomes, Rowhomes and Single-Family lots. In addition, with City approval, the Developer has commenced construction of public improvements contained within the approved PUD Development Plan. In response to market conditions and the input of home builders, the Developer has made modest adjustments to dimensional requirements and added Villahomes as a product type. Pursuant to Section 830, Subd. 3(i), the Developer has applied to amend the PUD to provide for these changes. In summary, the Twinhomes will be reduced from 76 units to 66 units. Nine Villahomes will be added to the mix of housing. Single-family lots will be reduced from 42 units to 40 units with one lot reserved for a possible community swimming pool. Proposed Minimum Standards Concurrent with this amendment, the City will consider adoption of an ordinance updating and establishing minimum standards for the PUD, including the following: A. The Single Family Lots shall be subject to the requirements of the R2 zoning district except as explicitly described below. i. Minimum lot size: 9,000 square feet Dusty Finke AICP February 24, 2022 Page 2 ii. Minimum lot width: 70 feet iii. Minimum lot depth: 130 feet iv. Minimum front yard setback: 25 feet, except garage doors facing the street shall be setback a minimum of 30 feet v. Minimum side yard setback: 10 feet vi. Minimum rear yard setback: 30 feet. The rear yard setback may be reduced to 20 feet if abutting a preserved open space or common area, but may not be reduced if abutting public park property. vii. Minimum Collector Roadway setback: 40 feet viii. Maximum impervious surface coverage: 45% B. The Twinhome Lots shall be subject to the requirements of the R2 zoning district except as explicitly described below. i. Minimum lot size: 3,948 square feet ii. Minimum lot width: 42 feet iii. Minimum lot depth: 90 feet iv. Minimum front yard setback: 25 feet to back of curb v. Minimum distance between buildings: 25 feet. Bay windows, balconies, eaves, overhangs, canopies and other ornamental features not affixed to the ground may extend into this setback, provided they do not extend a distance greater than three feet from the structure. vi. Minimum side yard setback: 5 feet, except the side yard setback shall be reduced to zero for the common wall between two dwelling units. Bay windows, balconies, eaves, overhangs, canopies and other ornamental features not affixed to the ground may extend into this setback. vii. Minimum rear yard setback: 15 feet viii. Minimum Collector Roadway setback: 40 feet ix. Maximum impervious surface coverage: 70% C. The Villahome Lots shall be subject to the requirements of the R2 zoning district except as explicitly described below. i. Minimum lot size: 6,000 square feet ii. Minimum lot width: 60 feet iii. Minimum lot depth: 100 feet iv. Minimum front yard setback: 25 feet to back of curb v. Minimum distance between buildings: Based on side yard setback, except bay windows, balconies, eaves, overhangs, canopies and other ornamental features not affixed to the ground may extend into this setback, provided they do not extend a distance greater than three feet from the structure. vi. Minimum side yard setback: 7.5 feet. Bay windows, balconies, eaves, overhangs, canopies and other ornamental features not affixed to the ground may extend into this setback. vii. Maximum impervious surface coverage: 70% Dusty Finke AICP February 24, 2022 Page 3 D. The Rowhome Lots shall be subject to the requirements of the R3 zoning district except as explicitly described below. i. Minimum Setback from Perimeter of Site: 40 feet ii. Private street setback: 23 feet to back of curb iii. Collector Roadway Setback: 40 feet iv. Minimum distance between buildings: 24 feet The changes contained within this amendment are consistent with the Comprehensive Plan, as well as the findings and criteria for approval of the PUD for Weston Woods of Medina. Please contact me with any questions about the above narrative or the enclosed materials. Sincerely, William C. Griffith, for Larkin Hoffman Direct Dial: 952-896-3290 Direct Fax: 952-842-1729 Email: wgriffith@larkinhoffman.com cc: Mark Smith 4879-9314-1007, v. 2 4 3 2 1 9 8 7 6 5 4 3 2 1 4 3 2 1 8 7 6 5 4 3 2 1 6 5 4 3 2 1 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 1234 56 7 8 9 10 11 12 13 14 15 16 OUTLOT I 11 INSET A See sheet 4 of 7 sheets INSET B See sheet 5 of 7 sheets WET LAND WET LAND WET LAND WET LAND MATCH LINE See sheet 3 of 9 sheets 493.55 N89°23'02"W 1979.01 N89°23'02"W R =6 7 4 .0 0 Δ =2 2 °2 1 '0 7 "2 6 2 .9 4 R=521.00 Δ=68°46'44" 625.42 189.5 8 N 6 8 ° 1 5 ' 5 1 " E Δ =2 6 °11 '0 6 "2 8 9 .7 5 698.92 S45 ° 3 0 ' 0 0 " W 112 . 4 6 Δ =34°46'40" R =2 8 0.00 169.96 28 7 . 0 8 N 1 0 ° 4 3 ' 2 0 " E Δ=11°25'53" R=903.74 180.31 N2 2 ° 0 9 ' 0 9 " E 13 8 . 4 0 S00°37'28"W 30.02 R=170.00 Δ=10°06'25" 29.99 53 4 . 3 4 S 1 0 ° 4 3 ' 5 3 " W R=870.89 Δ=11°25'46" 173.73 S22°09'39"W 86.32 51 8 . 9 6 N 0 1 ° 1 4 ' 2 0 " E R=244.93 Δ=8°35'12" 36.71 N17°25'31"W 44.55 R = 3 9 3 . 6 4 212.95 Δ = 3 0 ° 5 9 ' 4 5 " 10 5 . 0 0 85 . 7 2 32 8 . 2 5 34.27 N13°34'14"E R=1126.89 Δ=0°20'29" 6.72 2676.18 S89°42'49"E 26.21 1766.15850.82 33 . 0 0 Drainage and Utility Easement over all of OUTLOT I Drainage and Utility Easement over all of OUTLOT J 26 4 0 . 4 8 N 0 0 ° 2 0 ' 4 4 " W 72.70 157.99 1307.31 CHIPPEWA ROAD HA C K A M O R E DR I V E HACKAMORE DRIVE 33 33 33 33 40 40 5 0 50 50 4 0 OUTLOT A N. 1/4 corner of Sec. 3, T. 119, R. 23 Hennepin County Monment N0 0 ° 2 0 ' 4 4 " W 13 3 3 . 4 2 33 N. 1/4 corner of Sec. 3, T. 119, R. 23 Hennepin County Position N0 1 ° 1 4 ' 2 0 " E 13 5 8 . 8 1 927.83 12 9 6 . 9 4 WET LAND North line of the south 1/2 of the northeast 1/4 of Sec. 3, T. 118, R. 23 44 1 . 4 6 51 0 . 9 5 30 33 33 50 WET LAND OUTLOT K OUTLOT KOU T L O T K OU T L O T K OUTLOT L O U T L O T L 10 8 9 12 13 7 OU T L O T F OUTLOT G OUTLOT H OUTLOT H OUTLOT I OUTLOT J Road easement per Doc. No's. 8533496 and 8533497 27 8 . 1 9 66 . 3 4 S64°2 5 ' 5 3 " W 109.2 8 244.42 N 7 0 ° 5 4 ' 1 5 " E Δ =65°58'20"657.47 Δ =60°01'52"493.49 5 0 R=20.00 Δ=84°54'13" 29.64 R=714.00 Δ=00°26'34" 5.52 199.24 40.00 107.91 14 Drainage and Utility Easement over all of OUTLOT J OUTLOT J 1 3 1 . 9 6 S 1 4 ° 1 5 ' 0 6 " E 1 7 0 . 3 1 S 1 4 ° 3 1 ' 5 9 " E S 1 5 ° 4 6 ' 4 1 " E 8 6 . 5 6 S37°27'44"E 65.45 S6 6 ° 1 4 ' 1 1 " E 106 . 4 9 S 5 4 ° 0 1 ' 5 2 " E 1 0 5 . 8 3 1 1 8 . 8 6 S 3 1 ° 5 6 ' 1 0 " E 1 8 2 . 9 4 S 1 2 ° 0 2 ' 0 5 " E N86°11'46"E 41.34 S 3 ° 4 8 ' 1 4 " E 1 0 0 . 6 6 110.00 N86°11'46"E N37 ° 3 1 ' 4 0 " E 123 . 5 5 1 7 0 . 3 4 S 3 2 ° 2 2 ' 0 6 " E 1 5 6 . 6 7 S 2 0 ° 3 5 ' 4 7 " E Dr a i n a g e a n d U t i l i t y E a s e m e n t o v e r a l l o f O U T L O T K 83 3 . 0 9 N 1 ° 1 4 ' 2 0 " E Southeast corner of the south 1/2 of the northeast 1/4 of Sec. 3, T. 118, R. 23. Hennepin County CIM (N 0 1 ° 1 3 ' 5 0 " E D e s c . ) WESTON WOODS OF MEDINA NORTH 0 100 200 468.00 46 8 . 0 0 59 0 . 0 0 MATCH LINE See sheet 2 of 9 sheets INSET C See sheet 6 of 7 sheets 1 2 3 4 1 1 2 3 4 2 56 7 8 1 2 33 4 1 2 3 4 5 4 6 7 8 9 1 2 3 45 6 7 8 9 10 1 2 36 5 4 5 OUTLOT E OUTLOT D OUTLOT C OUTLOT A OUTLOT B 493.55 S89°23'02"E 14 6 8 . 0 9 S 2 6 ° 3 3 ' 2 1 " W 332.51 N88°39'29"W 481 . 8 7 S 3 9 ° 2 9 ' 2 2 " W 201. 5 5 N 6 9 ° 5 8 ' 2 0 " W 483. 4 8 N 6 9 ° 5 8 ' 2 0 " W N20°01'40"E 5.00 26 4 0 . 4 8 N 0 0 ° 2 0 ' 4 4 " W 15 4 . 8 2 N 0 0 ° 2 0 ' 4 4 " W 33.01 N88°39'29"W 88.2 7 334. 5 6 60.6 5 12 0 . 8 1 N2 0 ° 0 1 ' 4 0 " E N 2 0 ° 0 0 ' 0 0 " W 2 2 4 . 6 5 49.25 2 1 . 2 4 50 . 0 0 46 3 . 8 6 N2 0 ° 1 4 ' 1 7 " E 10 8 . 7 7 288 . 8 2 N 5 5 ° 1 3 ' 4 5 " E 54 1 . 0 6 N 2 3 ° 0 6 ' 0 6 " E 17 3 . 2 1 N 6 5 ° 0 0 ' 0 0 " W 61 1 . 0 0 WET LAND WET LAND WE T L A N D WET LAND WET LAND WET LAND 13 9 . 2 7 DEERLEAPING BR O O K V I E W C O U R T DR I V E HIL L S I D E MO H A W K D R I V E 1979.01 S89°23'02"E 682.05 50.00 541.58 R =7 14 .0 0 Δ =1 9 °1 6 '1 0 "2 4 0 .1 3 73 50 CHIPPEWA ROAD 40 40 3333 3333 17 5 436.07 S89°23'02"E 166.45 E. 1 / 4 c o r n e r o f Se c . 3 , T . 1 1 9 , R . 2 3 He n n e p i n C o u n t y M o n m e n t E. 1 / 4 c o r n e r o f Se c . 3 , T . 1 1 9 , R . 2 3 He n n e p i n C o u n t y M o n m e n t N89°23'02"W 2649.57 S0 0 ° 2 0 ' 4 4 " E 13 0 3 . 7 2 S. 1/4 corner of Sec. 3, T. 119, R. 23 Hennepin County Monment INSET D See sheet 7 of 7 sheets 152.90444.84 131.32 N89°39'16"E WET LAND CI R C L E Ro a d e a s e m e n t p e r Do c . N o . 9 3 7 4 4 7 Ro a d e a s e m e n t p e r Do c . N o . 9 3 7 4 4 6 Road easement per Doc. No. 937445 24 4 . 8 6 N 2 9 ° 1 3 ' 0 9 " E 197.4 1 N 6 7 ° 3 1 ' 2 2 " E 31 6 . 3 3 N 1 ° 2 5 ' 3 3 " E Road easement per Doc. No. 937448 WESTON WOODS OF MEDINA NORTH 0 100 200 SECTION BREAKDOWN DETAIL N 1/4 Cor. CIM-HCM W 1/4 Cor. CIM-HCM S 1/4 Cor. CIM-HCM E 1/4 Cor. CIM-HCM No Scale SE Cor. CIM-HCM OUTLOT I Drainage and Utility Easement over all of OUTLOT I 5 4 3 2 1 9 8 7 6 16 15 14 13 12 11 10 9 8 7 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 WE T L A N D WET LAND 62 . 0 0 60 . 0 0 60 . 0 0 60 . 0 0 60 . 0 0 60 . 0 0 60 . 0 0 62 . 0 0 N89°22'58"E 110.84 N89°22'58"E 110.84 N89°22'58"E 110.84 N89°22'58"E 110.84 N89°22'58"E 110.84 N89°22'58"E 110.84 N89°22'58"E 110.00 S78°12'29 " W 68.98 4 6 . 9 7 62 . 0 0 71 . 2 2 62 . 0 0 62 . 0 0 60 . 0 0 60 . 0 0 62 . 0 0 62 . 0 0 62 . 0 0 94 . 1 1 9 6 . 9 5 44 1 . 4 6 850.82 43 4 . 4 6 S 0 0 ° 3 7 ' 0 2 " E 56 . 2 5 55 . 9 8 58 . 0 2 58 . 0 2 55 . 9 8 57 . 2 7 44 8 . 9 1 S 0 0 ° 3 7 ' 0 2 " E 105.38 N89°22'58"E 55 . 3 4 58 . 6 6 50 . 0 0 35.55 58 . 6 6 55 . 3 4 70.1 9 S71° 3 8 ' 3 2 " E N41 ° 5 5 ' 2 0 " E 42. 5 6 18.64 23 . 3 2 N20°03'41"E 15.45 102.90 N89°57'27"E 57 . 3 9 56 . 2 5 N89°22'58"E 110.84 20 110.84 S89°23'31"W 110.84 57 . 3 9 57 . 2 7 47 . 3 4 47 . 3 3 47 . 3 1 47 . 3 5 136.12 N89°22'58"E 26.12 25.2884.72 110.00 N89°22'58"E 10 7 . 3 9 S 0 0 ° 3 7 ' 0 2 " E 10 7 . 3 9 S 0 0 ° 3 7 ' 0 2 " E 50 . 0 0 57 . 3 9 57 . 3 9 50 . 0 0 16 . 2 4 53.0 0 S 6 9 ° 4 5 ' 0 3 " E 133.68 N89°57'27"E 53.0 0 N88°23'13"E 68.48 132 . 5 4 S 4 8 ° 5 7 ' 1 2 " W 1 0 4 . 1 2 N 4 1 ° 0 2 ' 4 8 " W 1 1 8 . 7 5 N 4 1 ° 4 6 ' 4 7 " W 1 4 0 . 5 1 N 2 6 ° 5 3 ' 3 8 " W 1 0 4 . 3 8 N 2 6 ° 5 3 ' 3 8 " W S48 ° 5 7 ' 1 2 " W 110 . 6 4 S56° 2 5 ' 2 3 " W 112. 4 7 S63°0 6 ' 2 2 " W 111.7 1 S74°45' 4 1 " W 114.06 S75°44'5 4 " W 114.04 S75°44'5 4 " W 114.04 5 7 . 0 0 5 5 . 5 9 7 3 . 9 5 6 6 . 5 6 6 8 . 7 4 5 0 . 0 0 5 0 . 0 0 5 4 . 1 2 5 3 . 4 7 5 0 . 9 1 5 3 . 6 2 5 7 . 0 0 5 7 . 0 0 5 7 . 0 0 4 6 . 8 5 4 7 . 1 5 4 6 . 9 8 4 7 . 0 2 Drainage and Utility Easement Drainage and Utility Easement 2 0 Drainage and Utility Easement S75°44'5 4 " W 114.04 S75°44'5 4 " W 110.001 0 6 . 7 0 N 1 4 ° 1 5 ' 0 6 " W 110.00 S 7 5 ° 4 4 ' 5 4 " W 1 0 6 . 7 0 N 1 4 ° 1 5 ' 0 6 " W 123.76 N 7 5 ° 4 4 ' 5 4 " E 114.04 9.71 13.76 2 2 4 . 9 2 N 1 4 ° 1 5 ' 0 6 " W 2 2 6 . 8 8 N 1 4 ° 1 5 ' 0 6 " W 5 7 . 3 0 5 7 . 3 0 5 6 . 7 0 5 0 . 0 0 5 6 . 7 0 5 0 . 0 0 1 0 7 . 0 0 S 1 4 ° 1 5 ' 0 6 " E 1 1 6 . 5 6 S 1 5 ° 0 9 ' 0 6 " E 1 5 0 . 8 1 S 1 5 ° 4 6 ' 4 1 " E 1 3 1 . 9 6 S 1 4 ° 1 5 ' 0 6 " E 1 7 0 . 3 1 S 1 4 ° 3 1 ' 5 9 " E 8 6 . 5 6 S 1 5 ° 4 6 ' 4 1 " E 106 . 4 9 S 6 6 ° 1 4 ' 1 1 " E 119 . 3 9 N 3 6 ° 5 8 ' 0 8 " E 11 3 . 8 8 S 5 8 ° 4 1 ' 5 4 " E 1 1 8 . 3 3 S 3 7 ° 2 7 ' 4 4 " E 112.47 N 7 5 ° 4 4 ' 5 4 " E 5 0 . 0 0 5 7 . 0 0 5 7 . 0 0 5 0 . 0 0 5 7 . 0 1 5 9 . 5 5 5 6 . 7 2 7 0 . 0 7 2 4 . 0 3 3 5 . 1 8 5 1 . 3 8 5 6 . 3 6 5 6 . 9 5 5 7 . 0 0 N75°44'5 4 " E 112.47 N75°44'5 4 " E 112.47 N75°44'5 4 " E 111.85 N74°24' 4 0 " E 111.23 N74°13' 1 9 " E 110.00 N64°3 4 ' 5 5 " E 111.5 8 N52 ° 3 2 ' 1 6 " E 105 . 0 0 N42 ° 0 9 ' 1 2 " E 106 . 7 5 N3 1 ° 1 8 ' 0 6 " E 11 0 . 5 6 4 8 . 1 8 7 0 . 1 5 63 . 3 1 50 . 5 7 62. 9 0 43. 5 9 5 0 . 9 1 1 4 . 5 4 OUTLOT H 315.22 S89°55'16"W 315.22 R=120.00 Δ=7 5° 4 9'3 8 " 1 5 8 . 8 1 Δ=75°49'3 8 " 1 0 5 . 8 7 Δ=90°3 2'1 9 " 1 2 6 .4 2 R=120.00 Δ =9 0 °3 2 '1 9 "1 8 9 .6 2 44 8 . 2 8 S 0 0 ° 3 7 ' 0 3 " E 10 7 . 5 6 25 9 . 3 8 179.80 S89°22'57"W 66.14 N89°22'57"E 68.45 N79 ° 2 2 ' 5 7 " E 2 5 0 . 8 2 N 1 4 ° 1 5 ' 0 6 " W 2 5 0 . 8 2 Δ = 4 6 ° 0 6 ' 4 4 " 2 4 1 . 4 4 R = 3 4 0 . 0 0 Δ = 4 6 ° 0 6 ' 4 4 " 2 73. 6 4 40 40 40 40 40 40 40 40 27 8 . 1 9 66 . 3 4 2 4 . 9 6 175.22 S8 1 ° 0 3 ' 0 7 " E 138 . 0 9 N 5 2 ° 0 4 ' 4 8 " E 23.7 2 70.81 S78°42' 5 5 " E 40 . 0 0 N2 9 ° 3 8 ' 1 0 " E N21°19'58"E 16.00 4 8 9 1 2 34 56 10 11 12 R=205.00 Δ=10°00'00" 35.78 2 3 .56 Δ =9 0 ° 0 0'00" R =15.00 R = 1 5 . 0 0 Δ =90°0 0 ' 0 0 " 23. 5 6 N89°22'57"E 11.02 R =2 4 5.0 0 Δ=56°00'00"239.46 R = 2 0 0 . 0 0 Δ = 9 7°2 2'5 7 " 3 3 9.93 Δ = 9 7 ° 2 2 ' 5 7 " 2 7 1.9 4 Δ =56°00'00"278.55 4 0 40 Δ =3 5°39'20"177.36 Δ =3 5°39'20"152.4785.63 N82°00 ' 0 0 " E 85.63 Δ = 6 7° 4 4'17" 236.45 Δ = 2 9 ° 3 8 ' 4 0 " 1 0 3 . 4 8 92 . 3 2 N 0 0 ° 0 2 ' 3 3 " W 108.21 N89°57'27"E 114.08 N89°57'27"E 13 3 . 0 2 N 2 0 ° 1 4 ' 5 7 " E 23 . 0 2 11 0 . 0 0 S69 ° 4 5 ' 0 3 " E 53.0 0 S76°1 1 ' 3 0 " E 55.03 N0 ° 0 2 ' 3 3 " W 10 6 . 8 3 N0 ° 0 2 ' 3 3 " W 11 0 . 0 0 N1 0 ° 0 3 ' 2 7 " E 11 1 . 7 3 N2 0 ° 1 4 ' 5 7 " E 11 0 . 0 0 50.00 58.21 58.01 56.07 75.6658.01 58.2144.69 2 0 11.52 25.17 4.2 1 13.07 11 0 . 0 0 N 0 0 ° 0 2 ' 3 3 " W 10 6 . 8 3 N 0 0 ° 0 2 ' 3 3 " W 40 . 0 0 S2 7 ° 3 9 ' 2 0 " W 67 . 1 5 N 6 0 ° 2 1 ' 5 0 " W 67 . 1 5 Δ = 3 8 ° 3 0 ' 2 9 " 2 2 8 . 5 1 4 5.12 Δ = 7°3 6'15" OU T L O T K Dr a i n a g e a n d U t i l i t y E a s e m e n t ov e r a l l o f O U T L O T K OUTLOT K Drainage and Utility Easement over all of OUTLOT K 110.00 N89°22'57"E 24 2 . 0 0 S 0 0 ° 3 7 ' 0 3 " E 110.00 S89°22'57"W 24 2 . 0 0 N 0 0 ° 3 7 ' 0 3 " W 113.56 S89°39'16"W 110.00 S89°22'57"W 31 7 . 2 2 N 0 0 ° 3 7 ' 0 3 " W 34 0 . 1 1 S 0 0 ° 3 7 ' 0 3 " E 9 6 . 9 5 S 2 6 ° 2 5 ' 2 7 " E N 3 0 ° 1 1 ' 1 5 " W 4 6 . 9 7 N89°22'57"E 110.00 N89°22'57"E 110.00 N89°22'57"E 110.00 N89°22'57"E 110.00 N89°22'57"E 110.00 N89°22'57"E 110.00 N89°22'57"E 110.00 N77°37'37 " E 112.36 OUTLOT H OUTLOT L Drainage and Utility Easement over all of OUTLOT L OUTLOT L Drainage and Utility Easement over all of OUTLOT L OU T L O T K Dr a i n a g e a n d U t i l i t y E a s e m e n t ov e r a l l o f O U T L O T K S74° 3 0 ' 5 3 " E 74.71 WESTON WOODS OF MEDINA NORTH 0 50 100 INSET A WET LAND OUTLOT K 7 Drainage and Utility Easement over all of OUTLOT K WET LAND 3 2 1 4 3 2 1 8 7 6 5 4 3 2 1 927.83 51 0 . 9 5 1 2 1 . 9 7 N 4 3 ° 4 3 ' 0 5 " W 1 2 4 . 6 5 N 2 6 ° 2 9 ' 3 2 " W 9 0 . 8 6 S 5 0 ° 1 7 ' 0 8 " E 1 0 5 . 7 0 N 5 4 ° 3 8 ' 3 1 " W 1 0 3 . 8 4 N 5 4 ° 5 3 ' 2 6 " W 99 . 0 9 S 3 5 ° 0 6 ' 3 4 " W S3 5 ° 0 6 ' 3 4 " W 99 . 0 9 5 5 . 7 0 5 0 . 0 0 95.79 S 7 8 ° 5 1 ' 3 4 " E 112.45 S81°2 5 ' 3 5 " W 112.59 N83°11'0 4 " E 111.19 S81°2 5 ' 3 5 " W 106.15 S83°00' 2 6 " W 94 . 9 5 N 6 0 ° 2 8 ' 3 2 " W 82 . 8 7 S 6 0 ° 2 8 ' 3 2 " E 9 2 . 0 0 N 4 3 ° 4 3 ' 0 5 " W 81. 6 0 64. 5 5 S 6 8 ° 3 6 ' 5 7 " E 9 7 . 6 8 S 0 8 ° 3 4 ' 2 5 " E 49.71 62.87 62.45 50.00 50.00 61.19 61.13 45.02 50 . 8 7 44 . 0 7 1 2 . 4 5 42 . 0 0 40 . 8 7 22.6 9 41. 8 6 37.82 S22°11'43"W 96 . 5 0 S 0 0 ° 3 6 ' 5 8 " W 13 6 . 6 8 S 0 0 ° 3 6 ' 5 8 " W 94.00 S89°23'02"E 10 1 . 5 1 S 0 0 ° 3 6 ' 5 8 " W 96 . 5 0 S 0 0 ° 3 6 ' 5 8 " W 45 . 0 0 51 . 5 0 54 . 5 1 47 . 0 0 47 . 0 0 54 . 5 1 51 . 5 0 45 . 0 0 20.2720.27 114.27 S89°23'02"E 73.73 S 8 ° 3 4 ' 2 5 " E 9 7 . 6 8 S 7 ° 5 0 ' 1 1 " E 9 7 . 6 8 S 6 ° 4 8 ' 5 6 " E 9 7 . 4 8 N2 1 ° 2 3 ' 0 3 " E 88 . 0 0 S2 9 ° 3 1 ' 2 8 " W 90 . 3 3 S46 ° 1 6 ' 5 5 " W 96. 6 0 5 0 . 0 0 5 9 . 5 2 4 2 . 0 0 5 0 . 0 0 98. 1 7 S 3 6 ° 0 0 ' 0 0 " W 10. 8 7 87. 3 0 OUTLOT G OU T L O T F OUTLOT J 40 R = 2 0 0 . 0 0 Δ = 9 7°22'57"339.93 239.46 R=245.00 Δ=56°0 0'0 0 " 85.63 N82°00 ' 0 0 " E 40 40 199.24 13 9 . 7 0 N 0 0 ° 0 0 ' 0 0 " E 14 0 . 1 3 R =4 5 .0 0 Δ =270°11'5 4 " 2 1 2 . 2 1 R = 4 0 . 0 0 Δ = 4 5 ° 0 5 ' 5 7 " 3 1 . 4 9 R=40.00 Δ =45°05'5 7 " 31.49 40.00 107.91 WET LAND Drainage and Utility Easement over all of OUTLOT G 8 14 13 1 2 3 4 5 6 12 11 12 13 14 15 16 17 18 OUTLOT I OUTLOT K Drainage and Utility Easement over all of OUTLOT I Drainage and Utility Easement over all of OUTLOT J Drainage and Utility Easement over all of OUTLOT K 35 . 1 7 23.7 2 138 . 0 9 N 5 2 ° 0 4 ' 4 8 " E 113.56 S89°39'16"W 135 . 4 3 N 3 7 ° 4 5 ' 2 7 " E 60 . 0 0 S 0 0 ° 0 0 ' 0 0 " E 63. 0 6 N 4 6 ° 2 1 ' 2 7 " E 7 2 . 4 2 N 1 6 ° 1 0 ' 0 8 " W N 4 7 ° 4 6 ' 0 5 " W 4 7 . 0 1 N44 ° 5 4 ' 0 3 " E 45. 0 0 S 4 4 ° 5 4 ' 0 3 " E 4 5 . 0 0 Δ =187°20'3 0" 1 4 7 . 1 4 Δ = 8 2 ° 5 1 ' 2 3" 65.0 8 Δ = 6 7°44'17"236.45 Δ =35°39'20"152.47 Δ =2 0°2 0'4 0 " 8 6 . 9 9 S2 7 ° 3 9 ' 2 0 " W 40 . 0 0 13 3 . 0 2 N 2 0 ° 1 4 ' 5 7 " E 132 . 5 4 S 4 8 ° 5 7 ' 1 2 " W 68.48 N88°23'13"E Δ =5 6°0 0'0 0 " 2 7 8 . 5 5 Δ = 2 0°2 0'4 0 " 1 0 1. 2 0 S 4 2 ° 0 0 ' 0 0 " E 5 7 . 4 2 5 7 . 4 2 R = 2 0 0.0 0 Δ =39°00'00"136.14 R =11 6 .0 0 Δ =1 2 0 °2 3 '2 6 "2 4 3.7 4 R = 2 6 0 . 0 0 Δ = 5 6 ° 3 3 ' 3 6 " 2 5 6 . 6 6 Δ = 3 9°00'00"108.91 Δ =1 2 0 °2 3 '2 6 "15 9.69 Δ = 5 6 ° 3 3 ' 3 6 " 2 9 6 . 1 5 66.12 R=200.00Δ=17°35'12"61.39 Δ=17°35'12"49.11 S81°00'00 " E 66.12 N 3 ° 4 8 ' 1 4 " W 5 8 . 5 0 5 8 . 5 0 OUTLOT H 40 40 40 N6 0 ° 2 1 ' 5 0 " W 67 . 1 5 Δ = 7°3 6'15" 4 5.12 R = 3 4 0.00 Δ = 4 6°0 6'44" 2 7 3.6 4 15. 0 0 96. 6 0 N 4 6 ° 1 6 ' 5 5 " E S79°06' 0 9 " E 67.21 N63°5 2 ' 1 6 " E 56.79 S 3 3 ° 3 5 ' 0 4 " E 4 4 . 4 9 94.16 S 6 6 ° 5 1 ' 1 3 " W 8 4 . 0 0 N 2 6 ° 2 9 ' 3 2 " W 96.2 5 N 6 8 ° 5 0 ' 1 3 " W 8 8 . 2 3 N 5 3 ° 3 8 ' 5 7 " W 138.84 S 7 9 ° 0 4 ' 2 6 " E 105. 0 0 S 5 7 ° 3 7 ' 5 4 " W 1 7 0 . 3 4 S 3 2 ° 2 2 ' 0 6 " E 123 . 5 5 N 3 7 ° 3 1 ' 4 0 " E 105. 0 0 S 5 7 ° 3 7 ' 5 4 " W S63°3 0 ' 2 8 " W 94.00 S2 1 ° 0 9 ' 4 7 " W 10 8 . 0 0 S 3 2 ° 2 2 ' 0 6 " E 1 0 5 . 3 4 100 . 3 6 N 4 3 ° 0 0 ' 0 0 " E 99 . 2 1 N 0 3 ° 0 0 ' 0 0 " E 4 7 . 5 0 7 7 . 1 6 77.28 61.56 50.0 0 55.0 0 6 5 . 0 0 1 0 5 . 3 4 1 5 6 . 6 7 S 2 0 ° 3 5 ' 4 7 " E 110.00 N86°11'46"E 1 0 0 . 6 6 S 0 3 ° 4 8 ' 1 4 " E 1 8 2 . 9 4 S 1 2 ° 0 2 ' 0 5 " E 1 1 8 . 8 6 S 3 1 ° 5 6 ' 1 0 " E 1 0 5 . 8 3 S 5 4 ° 0 1 ' 5 2 " E 1 0 0 . 5 2 S 5 4 ° 0 1 ' 5 2 " E 1 0 3 . 1 3 S 3 1 ° 5 6 ' 1 0 " E 1 1 2 . 7 6 S 1 2 ° 0 2 ' 0 5 " E 1 0 0 . 6 6 S 0 3 ° 4 8 ' 1 4 " E N35 ° 5 8 ' 0 8 " E 114 . 5 0 N39 ° 3 7 ' 1 3 " E 114 . 7 3 N58° 0 3 ' 5 0 " E 108. 8 4 N64°0 0 ' 0 0 " E 98.24 N77°57'55 " E 95.34 N86°11'46"E 110.00 96.33 N86°11'46"E 110.00 N86°11'46"E 119 . 3 9 N 3 6 ° 5 8 ' 0 8 " E S2 1 ° 1 9 ' 5 8 " W 16 . 0 0 S2 9 ° 3 8 ' 1 0 " W 40 . 0 0 4 . 8 8 5 3 . 5 1 4 7 . 0 2 5 4 . 3 2 5 1 . 5 1 4 9 . 6 7 5 3 . 4 6 3 2 . 6 8 3 2 . 9 0 8 5 . 9 6 7 1 . 5 5 7 8 . 7 1 5 5 . 0 0 5 7 . 7 6 27.67 41.34 4 5 . 0 0 5 5 . 6 6 5 5 . 6 6 4 5 . 0 0 4 2 . 0 0 4 2 . 0 0 8.9 1 91. 4 5 51.1 3 45.1 2 55.0 0 50.0 021 . 8 0 77 . 4 1 114 . 5 2 114 . 3 7 S 3 7 ° 5 3 ' 0 4 " E 6 1 . 7 5 5 0 . 0 0 5 3 . 8 4 94.00 S89°23'02"E 94.00 S89°23'02"E S89°23'02"E 94.00 S89°23'02"E 94.00 WESTON WOODS OF MEDINA NORTH 0 50 100 INSET B CI R C L E 1 2 3 4 2 5 6 7 8 247 . 5 7 N 5 2 ° 0 2 ' 2 2 " E 136. 2 8 S 7 0 ° 3 0 ' 3 1 " E 1 6 1 . 8 7 N 5 3 ° 4 8 ' 4 0 " W 14 5 . 5 9 N 0 0 ° 3 6 ' 5 8 " E 421.17 S89°23'02"E S 5 3 ° 4 8 ' 4 0 " E 8 2 . 3 4 N3 5 ° 4 0 ' 0 0 " E 137 . 0 8 S85°57'38"W 290.65 N 4 6 ° 0 0 ' 0 0 " W 1 5 1 . 6 4 N0 2 ° 0 0 ' 0 0 " E 15 8 . 6 4 N2 3 ° 5 1 ' 0 4 " E 18 8 . 2 2 N1 6 ° 0 0 ' 0 0 " E 19 4 . 6 2 N35 ° 4 0 ' 0 0 " E 181 . 9 0 R=227.00 Δ=35°34'21"140.93 Δ=31°33'53"138.83 Δ =15°26'02" 5 4.41 Δ=20°08'19" 71.00 73.67 66.87 8 4 . 8 3 7 7 . 0 4 8 2 . 7 8 6 7 . 7 9 20 20 1 0 20 1 0 1 0 1 0 10 10 10 10 94. 4 9 2 9 . 7 9 Δ= 0 4 ° 0 0 ' 2 8 " 17 . 6 3 Δ=24°02'5 1" 25.18 Δ = 5 0 ° 1 7 ' 3 8 " 5 2 . 6 7 Δ =48°02'22" 50.31 Δ =4 8 °0 0 '0 0 "5 0 .2 7 Δ = 8 7°09'21" 9 1.27 1 2 . 0 9 R=2 8 . 0 0 Δ= 5 2 ° 5 8 ' 0 2 " 25. 8 8 Δ= 2 8 ° 2 3 ' 5 1 " 29. 7 4 S 1 6 ° 4 6 ' 4 2 " E 6 0 . 0 0 S89°09'21"W 60.00 R =6 0 .0 0 Δ =2 8 5°56'04" 2 9 9 . 4 312.09 25.88 Δ=52°58'02" R=28.00 Drainage and Utility Easement 25 25 25 25 25 25 456.82 S89°23'02"E 76.0076.0076.0094.5025.0025.0084.32 142 . 3 2 2 1 . 3 1 59 . 0 1 75 . 0 0 80 . 0 0 61 . 4 6 32 . 5 1 90 . 6 8 90 . 0 0 199.30130.00 163 . 6 3 S 4 2 ° 0 0 ' 0 0 " W 13 4 . 0 1 N 0 0 ° 3 6 ' 5 8 " E 7 6 . 9 8 S 1 2 ° 2 3 ' 4 7 " E 8 9 . 8 7 S 3 2 ° 4 9 ' 0 7 " E 118.13 S89°23'02"E 144. 9 0 S 7 1 ° 2 8 ' 0 5 " E 14 1 . 4 6 N 1 8 ° 3 1 ' 5 5 " E 21 3 . 1 9 N 0 0 ° 3 6 ' 5 8 " E R=403.00 Δ=24°23'02" 171.51 33 1 . 7 8 S 0 0 ° 3 6 ' 5 8 " W 12 2 . 3 8 20 9 . 4 1 75 . 0 0 75 . 0 0 75 . 0 0 10 6 . 7 8 Δ=11°26 ' 39 " 75.50 Δ=12°56'23" 85.37 S89°23'02"E 175.16 S89°23'02"E 192.49 S89°23'02"E 192.49 S89°23'02"E 178.41 20 20 10 10 1 0 1 0 LEAPING DEER 1 2 3 4 1 5 4 3 2 1 6 1 2 3 4 3 94.50 76.00 76.00 76.00 18 4 . 4 1 N 0 0 ° 3 6 ' 5 8 " E 18 4 . 4 1 N0 0 ° 3 6 ' 5 8 " E 18 4 . 4 1 N0 0 ° 3 6 ' 5 8 " E 18 4 . 4 1 N0 0 ° 3 6 ' 5 8 " E 18 4 . 4 1 50. 0 0 N6 5 ° 0 0 ' 0 0 " W 25. 0 0 25. 0 0 N71° 2 8 ' 0 5 " W 138. 5 7 S80°53'35 " E 136.18 S89°23'02"E 130.00 Δ=06°28'06" 48.32 Δ=09°25'30" 70.40 Δ =08°2 9 ' 2 6 " 63.4 3 31.99 S25°00'00"W 7. 3 8 90 . 0 0 10 10 10 10 10 20 20 20 25 HI L L S I D E D R I V E 4 5 . 9 4 20 20 20 15 15 175.1 3 N 6 5 ° 5 4 ' 2 4 " E 261 . 7 4 N 4 9 ° 0 0 ' 0 0 " E 1 3 8 . 3 7 S 4 1 ° 0 0 ' 0 0 " E N63°3 0 ' 0 0 " E 75.67 2 0 6 . 5 9 N 4 7 ° 0 0 ' 0 0 " W N 5 2 ° 0 0 ' 0 0 " W 5 4 . 2 8 10101 0 1 0 7 7 . 8 7 30.2 7 7 . 7 4 10 10 10 WESTON WOODS OF MEDINA NORTH 0 50 100 INSET C Δ =0 5 °2 6 ' 0 3 " 5 3 .8 7 S6 5 ° 0 0 ' 0 0 " E 24 . 8 3 8 1 2 3 4 5 4 6 7 8 9 1 2 3 4 5 7 9 10 5 BR O O K V I E W C O U R T DR I V E HIL L S I D E 6 25 . 0 0 25 . 0 0 70.48 90.31 160.79 160.79 N89°39'16"E 32 2 . 3 3 N 2 5 ° 0 0 ' 0 0 " E 93 . 2 3 22 9 . 1 1 25. 0 0 25. 0 0 R =5 9 3.0 0 Δ =2 4°1 4'5 0" 2 5 0.95 R =2 5 3 .0 0 Δ =4 0 °2 4 '2 6 "1 7 8 .4 3 N49 ° 1 4 ' 5 0 " E 63.5 0 1 4 1 . 0 5 S 2 0 ° 0 0 ' 0 0 " E 117.07 N86°56'28"E 110.56 N 7 0 ° 3 2 ' 2 9 " E 108. 2 5 N 5 6 ° 1 5 ' 5 4 " E 94.6 5 N 4 8 ° 4 4 ' 3 8 " E 107 . 0 3 N 4 2 ° 2 7 ' 3 0 " E 10 7 . 1 2 N 3 4 ° 1 6 ' 1 8 " E 10 0 . 2 1 N 2 6 ° 4 4 ' 5 7 " E 17 6 . 6 7 N 2 5 ° 0 0 ' 0 0 " E 132 . 0 0 S 6 5 ° 0 0 ' 0 0 " E S 1 0 ° 4 2 ' 1 0 " E 1 3 4 . 0 0 S 2 6 ° 0 9 ' 3 7 " E 1 3 2 . 0 0 S 4 0 ° 4 5 ' 1 0 " E 1 3 2 . 0 0 S 4 3 ° 2 7 ' 0 0 " E 1 3 2 . 0 0 S 5 1 ° 3 8 ' 0 0 " E 1 3 2 . 0 0 S5 9 ° 4 9 ' 2 5 " E 13 2 . 0 0 S6 5 ° 0 0 ' 0 0 " E 13 2 . 0 0 S6 5 ° 0 0 ' 0 0 " E 13 2 . 0 0 88 . 3 3 88 . 3 3 Δ =1 5 °2 7 '2 7 "7 5 .0 0 Δ =10 °2 1'2 6 " 5 0 .2 5 Δ =1 4 °3 5 '3 4 " 7 0 .8 0 29.09 Δ=2°41'50" Δ =8 °1 1'0 0 " 8 8 .2 7 Δ =8°11'2 5" 8 8.3 4 Δ=5°10'35" 55.83 32 . 5 0 88 . 3 3 88 . 3 3 4. 2 0 59.3 0 15 15 15 15 1 5 1 5 1 5 1 5 1 5 10 10 10 10 10 10 101 0 1 0 10 10 10 10 10 10 1 0 1 0 1 0 10 S6 5 ° 0 0 ' 0 0 " E 50. 0 0 S 4 8 ° 1 4 ' 4 3 " E 4 2 . 0 3 1 4 2 . 2 5 S 3 8 ° 3 1 ' 0 1 " E 52. 9 8 S 6 2 ° 4 1 ' 2 1 " E 103.84 N7 8 ° 0 2 ' 3 0 " E 86. 8 9 N 3 7 ° 4 9 ' 1 0 " E 72 . 5 3 N 1 8 ° 2 6 ' 5 3 " E 84 . 9 8 N 5 ° 5 5 ' 1 3 " E 8 7 . 7 5 S 5 ° 0 5 ' 5 2 " E 1 0 8 . 8 9 S 5 2 ° 3 4 ' 2 5 " E N39 ° 0 6 ' 1 6 " E 57. 4 5 68.0 8 N 4 7 ° 3 4 ' 0 2 " E 64.6 3 S 5 2 ° 2 5 ' 0 9 " W 1 2 4 . 0 0 S 2 5 ° 4 1 ' 0 1 " E 27.57 S69°31'49"E 128. 8 4 S 6 9 ° 3 1 ' 4 9 " E 65.1 4 91.2 6 6 9 . 8 6 3 9 . 0 3 4 7 . 4 3 9 4 . 8 3 S2 5 ° 0 0 ' 0 0 " W 13 4 . 9 2 N2 ° 1 6 ' 1 1 " E 17 4 . 1 3 N 4 5 ° 1 9 ' 3 7 " W 1 4 4 . 5 2 S86°54'44"W 117.41 S39 ° 1 6 ' 5 1 " W 120 . 0 0 N2 5 ° 0 0 ' 0 0 " E 15 0 . 0 0 S 4 6 ° 1 1 ' 1 4 " E 1 2 4 . 0 0 S 4 0 ° 4 5 ' 1 0 " E 1 2 4 . 0 0 68 . 2 3 Δ =07°49'12" 77.52 Δ =1 0 °5 9'3 4 "1 0 8.9 8 Δ =1 5 °0 4 '0 9 " 5 9 .9 7 Δ =2 5 °2 0 '1 7 "1 0 0 .8 3 37.5 0 26.0 0 20 4 . 1 1 83. 7 8 83. 7 8 Δ=66°30'3 6 " 69.65 Δ = 4 7 ° 4 4 ' 4 7 " 5 0 . 0 0 Δ =47°44'4 7" 50.00 Δ =4 7 °4 4 '4 7 " 5 0 .0 0 Δ=74°5 4'3 8 " 78.4 5 R=30.00 Δ=52°19'48" 27.40 R = 6 0 . 0 0 Δ =284°3 9'3 7 "2 9 8 .1 0 R= 3 0 . 0 0 Δ= 2 4 ° 3 4 ' 3 8 " 12 . 8 7 R=30.0 0 Δ=27° 4 5 ' 1 0 " 14.53 90 . 7 9 11 3 . 1 6 N0 ° 2 0 ' 4 4 " W 50 . 0 0 N77°19'4 8 " E 60.00 6 0 . 0 0 N 2 7 ° 1 9 ' 4 8 " W 180 . 0 2 N 6 5 ° 0 0 ' 0 0 " W 25 25 25 25 25 25 25 25 2 5 2 5 WESTON WOODS OF MEDINA NORTH 0 50 100 INSET D ))))))) )))))))>> >> >> >> >> >> >> > > > > > > > > >> >>>> >> > > >> > > > > >> >> >>>> >> >>>>>>>> >> >> ST M S T M S T M STM S T M STMSTM ST M STM S T M IP CHKIP CHK CABX HH INV=988.56 INV CMP 15 TO STMH INV=990.15 FES 15 RCP INV=990.82 FES 15 RCP OE OE OE OE >> >> OE OE OE OE OE OE OE OE OE OE OE OE OE >> 3333 WE T L A N D 1 d WE T L A N D 1 b >> >> INV=990.47 FES 15 IN PVC INV=990.09 FES RCP 15 IN RE=992.02 STMH ST-1 EL=990.6 ST-2 EL=990.4 ST-3 EL=987.4 ST-4 EL=983.8 ST-5 EL=982.2 ST-17 EL=982.1 ST-18 EL=982.9 ST-19 EL=983.8 0+00 1+00 2+00 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4 + 0 0 5+0 0 6+00 7+00 8+00 1 6 + 0 0 1 7 + 0 0 18+ 0 0 19 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 25+0026+0027+0028+00 29+ 0 0 30 + 0 0 31 + 0 0 31 + 1 7 . 8 7 BTM = 973.00 NWL = 982.00 HWL = 984.19 100 YR B-B = 984.96 IRRIGATION POND (1P) WETLAND 1b HWL = 981.57 35' 35' 35' 35' 1 16 15 14 13 12 11 10 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 1 2 34 56 7 8 9 10 11 12 13 14 15 16 9 OUTLOT J OUTLOT H OUTLOT H OUTLOT I OUTLOT K OUTLOT K OUTLOT K OUTLOT L OUTLOT L 8 9 10 11 12 9 8 7 6 5 4 2 3 4 3 5 ' WETLAND 1d-2 HWL = 982.55 INV=982.00 INV=982.00 INV=982.00 INV=981.70 INV=982.00 C7.1 3,4&9 INLET PROTECTION ENKAMAT (TYP) C7.1 7 EROSION CONTROL BLANKET C7.1 10 SILT FENCE HEAVY DUTY C7.1 5 SILT FENCE C7.1 5 ROCK CONSTRUCTION ENTRANCE C7.1 10 SILT FENCE HEAVY DUTY C7.1 3,4&9 INLET PROTECTION C7.1 7 EROSION CONTROL BLANKET BORROW AREA 3 C7.1 5 SILT FENCE 5 55 MH 20 MH 19 MH 16 MH 15 MH 14 MH 13 MH 12 MH 11 MH 6 MH 5 MH 17 MH 18 CB 103B STMH 103 CB 102A STMH 102 CB 102B CB 101A CBMH 101 STMH 100A CB 601A CBMH 601 CB 501A CBMH 501 CBMH 502 CBMH 503 CBMH 504 CB 504A CB 202B CBMH 202A CBMH 201 OCS 1 FES 100 FES 600 FES 500 FES 1 FES 200 FES 103A INV: 988.30 INV=981.70 H.P. 93.49 %6.7 % 5. 3 % 4. 7 % 3.8 % 5.0 H.P. 94.28 %5.4 %4.2 %3.6 %4.8 %6.8 %8.0 %7.6 %5.6 %3.2 %2.6 % 6.4 % 7.0 %8.0 %9.0 H . P . 9 8 . 1 8 H . P . L. P . 95. 6 0 9 6 . 1 3 L . P . 9 5 . 9 9 L.P. 93.41 %7.7 %6.7 %7.3 %8.2 %7.6 %6.8 % 7. 8 % 7. 1 %8.7 % 6.1 % 6.7 %5.7 %6.7 %7.7 %6.8 %3.3 %3.5 % 5.1 % 4.7 %3.5 %3.8 %4.2 %6.0 %6.7 %5.5 %5.9 %5.9 %5.1 % 6.5 H.P. 93.37 EX.CL992.75 %7.8 %2.85%1.2 % 1. 0 %1.4 % 1. 6 6 G. B . %6.7 %4.1 % 1. 0 % 1. 0 %1.0 % 1 . 0 % 1. 3 % 1 . 0 % 1 . 0 %1.75 L.P. 91.73 L.P. 91.60 H.P . 94. 9 0 9 7 . 3 7 H . P . % 8.0 6:1Slope in buffe r 6:1 MAX 6:1Slope in buffer % 1 . 4 VMA TW=998.0 BW=996.5 TW=998.0 BW=997.0 97 0 96 0 9 5 0 950 970 960 9 7 0 9 6 0 9 5 0 97 0 96 0 %6.2 8 5 . 5 95.5 94.0 994.6 96.3 95.3 94.8 87.5 87.5 86.0 86.0 94.0 86.0 86.0 94.0 986.5 86.5 94.5 86.5 86.5 86.5 86.5 94.6 93.0 94.8 94.3 94.2 93.5 89.5 94.5 86.5 86.5 94.5 86.5 86.5 95.0 95.5 89.0 89.0 96.8 89.3 89.3 97.5 89.8 89.8 97.5 90.6 90.697.5 91.1 91.1 97.5 91.6 91.6 90.3 90.3 98.3 90.5 90.5 97.9 91.3 91.3 98.392.0 92.0 99.0 92.5 92.5 96.4 98.5 96.5 93.0 93.2 93.0 97.3 96.5 95.0 93.8 94.0 94.8 94.8 94.8 D R O P 1 C D R O P 1 C D R O P 2 C D R O P 2 C D R O P 2 C E O F E O F EO F EO F HWL HWL H W L HWL H W L H W L H W L H W L H W L H W L H W L H W L H W L HW L H W L H W L H W L H W L H W L H W L H W L HWLHWLHWLHWL HWLHWL HW L HW L HW L HW L HW L HWL HW L HW L HW L HW L HW L HW L HW L HW L HW L HW L H W L H W L HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL H W L H W L H W L H W L H W L H W L H W L HWL HWL H W LHWL HWL HWLHWL HWL HW L HW L HW L HWL HW L HWL H W L HWL HW L HW L HWL HWL HW L HW L H W L H W L HW L HW L H W L H W L GF = 9 9 5 . 0 98 7 . 5 FB W O 98 7 . 0 GF = 9 9 4 . 7 98 7 . 2 FB W O 98 6 . 7 GF = 9 9 5 . 0 98 7 . 5 FB W O 98 7 . 0 GF = 9 9 6 . 0 98 8 . 5 FB W O 98 8 . 0 G F = 9 9 8 . 8 9 9 2 . 7 F B W O 9 9 2 . 5 G F = 1 0 0 0 . 7 9 9 3 . 2 F B W O 9 9 2 . 7 G F = 9 9 8 . 8 9 9 1 . 3 F B W O 9 9 0 . 8 G F = 9 9 5 . 0 9 8 7 . 5 F B L O 9 9 0 . 0 G F = 9 9 8 . 4 9 9 2 . 3 F B W O 9 9 1 . 8 G F = 9 9 9 . 0 9 9 1 . 5 F B W O 9 9 1 . 0 GF = 9 9 4 . 7 98 7 . 2 FB W O 98 6 . 7 G F = 1 0 0 0 . 1 9 9 2 . 6 F B W O 9 9 2 . 1 GF = 9 9 7 . 0 99 7 . 5 SO G 99 6 . 8 GF = 9 9 5 . 5 99 6 . 0 SO G 99 5 . 3 G F = 9 9 7 . 8 99 0 . 3 F B W O 98 9 . 8 G F = 9 9 8 . 4 9 9 1 . 6 F B W O 9 9 1 . 1 G F = 9 9 8 . 3 9 9 0 . 8 F B W O 9 9 0 . 3 G F = 9 9 7 . 5 9 9 0 . 0 F B W O 9 8 9 . 5 G F = 9 9 7 . 1 9 8 9 . 6 F B W O 9 8 9 . 1 G F = 9 9 5 . 5 9 8 8 . 7 F B W O 9 8 8 . 2 GF = 9 9 4 . 5 99 5 . 0 SO G 99 4 . 3 GF = 9 9 5 . 5 99 6 . 0 SO G 99 5 . 3 GF = 9 9 5 . 0 98 7 . 5 FB 99 4 . 8 GF=995.0 987.5 FBWO 987.0 G F = 9 9 8 . 2 9 9 2 . 1 F B W O 9 9 1 . 6 GF= 9 9 5 . 0 987. 5 FB W O 987. 0GF=995.0 987.5 FBWO 987.0 GF = 9 9 6 . 0 99 6 . 5 SO G 99 5 . 8 GF = 9 9 8 . 0 99 5 . 5 SO G 99 7 . 8 GF = 9 9 5 . 3 99 5 . 8 SO G 99 5 . 1 GF = 9 9 5 . 5 99 6 . 0 SO G 99 5 . 3 92.97 GUTTER GUTTER 92.81 EOF EOF EOF EO F 92.0 996 9 9 0 9 9 0 998 992 9 8 8 9 8 8 9 9 2 9 9 8 EOF 98 4 99 4 990 996 9 9 6 9 9 6 990 994 986 994 992 994 996 994 99 8 99 6 99 2 9 9 4 9 9 6 9 9 4 99 6 99 4 99 6 992 992 9 9 2 9 9 0 984 984 9 8 4 9 8 6 98 4 99 4 994 996 990 9 8 6 998 986 986 9 9 0 996 982 9 8 4 9 9 2 990 9 9 4 99 4 9 8 8 9 8 4 9 9 2 9 9 2 994 994 990 9 8 6 99 4 98 6 9 9 4 99 4 9 9 4 994 9 9 0 986 994 9 9 4 9 9 2 9 8 6 990 994 99 4 99 0 99 2 99 4 99 2 99 4 99 2 9 9 2 99 4 99 6 9 9 2 99 4 992 9 9 6 996 9 8 3 981 980 978 976 974973 9 8 4 9 8 0 97 4 9 8 0 97 6 97 3 973 974 978 981 9 8 4 9 7 3 9 7 4 9 7 8 98 1 9 8 3 98 6 994 992 9 9 0 988 9 8 6 9 8 4 982 99 4 99 0 986 9 8 2 98 2 982 982 98 6 98 8 992 9 9 0 99 2 996 996 99 4 99 4 994 NORTH 0 50 100 CD's FOR FINAL PLAT SUBMITTAL REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21 REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21 CNC RCH RCH 2021-08-16 2021-11-08 2022-02-02 PROJECT NO. FILE NAME LA N D F O R M c IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY WESTON WOODS OF MEDINA-NORTH MEDINA, MINNESOTA CONSTRUCTION DOCUMENTS 02.02.2022 MEH17003 20 2 2 MARK SMITH 2120 OTTER LAKE DRIVE SAINT PAUL, MINNESOTA 55110 TEL (612) 490-0558 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Randall C. Hedlund License No:Date: C301MEH003.dwg GRADING, DRAINAGE & EROSION CONTROL C3.1 3 1.Top nut hydrant, 725 feet ± from the centerlines intersection of the westbound lane of trunk highway no. 55 and Mohawk Drive. West side of Mowhawk Drive. Elevation = 998.180 2.Top nut hydrant, northeast quadrant of the intersection of Chippawa road and Hackamore Drive. Elevation = 1007.372 BENCHMARK SYMBOL DESCRIPTION LEGEND SYMBOL DESCRIPTION 910 908 :MAJOR CONTOUR (PROPOSED) :MINOR CONTOUR (PROPOSED) :MAJOR CONTOUR (EXISTING) :MINOR CONTOUR (EXISTING) :Pavement Sawcut :Construction Limits ESTIMATED QUANTITY FOR ENTIRE PROJECT Contact utility service providers for field location of services 72 hours prior to beginning grading. Geotechnical report has not yet been received, it will be provided once obtained. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior Owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE). Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). 14. 15. 16. 17. 18. 19. 20. 21. 22. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.6 for additional requirements. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. See Landscape Sheets for permanent turf and landscape establishment. Scrape adjacent streets clean daily and sweep clean weekly. Seed, Sod, Mulch and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN TYPE 22-111 @ 30.5 LB/AC - Temporary Erosion Control MN TYPE 25-151 @ 120 LB/AC - Permanent Turf Mulch MNDOT 3882 MNDOT TYPE 1 @ 2 TON/AC Disc Anchored) MNDOT 3881 General placement MNDOT 2575 Erosion Control Blanket MNDOT 3885 MNDOT TYPE 3N 4. 6. 7. 8. 9. 10. 11. 12. 13. GRADING NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTES 5 Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines. Meet and Match existing curb. Transition as needed. 24. 25. 26. PAVING NOTES GENERAL NOTES For construction staking and surveying services contact Landform at 612.252.9070. Site is located within the boundaries of the elm creek watershed management commission (ecwmc). Denotes borrow area. After material is removed contractor to bring bottom of pond to elevation shown in pond callout with grading spoil. 1. 2. NO SCALE TYPICAL LOT DETAIL1 NOTES: 1. GARAGE LOCATION INDICATED BY DRIVEWAY. : REAR ELEVATION : BUILDING TYPE : MINIMUM BASEMENT ELEVATION : FRONT GARAGE FLOOR ELEVATION : DRP 1' DENOTES DISTANCE GARAGE FLOOR IS DROPPED FROM TYPICAL. DRP 1' MAIN STREET BLK 1 5 X 105.0 X 105.0 X 106.5 X 106.5 DENOTES PROPOSED LOT CORNER ELEVATIONS DENOTES DRAINAGE & UTILITY EASEMENT 20' FRONT 10' SIDE 10' REAR UNLESS SHOWN OTHERWISE DENOTES BUILDING SETBACKS BUILDING TYPES: FBWO = FULL BASEMENT WALK OUT FBLO = FULL BASEMENT LOOK OUT SEWO = SPLIT ENTRY WALK OUT FB = FULL BASEMENT DENOTES DRAINAGE FLOW 4. 5 % DENOTES DRIVEWAY SLOPE 108.3 FB 100.0 GF=108.5 HWL :100 YEAR HIGH WATER LINE :Inlet Protection nn :Silt Fence (North 10,430) (South 8,400) (Chippewa 6,670) :Vehicle Tracking Pad 49 Each 3 Each 25,500 Feet :Compost or Bio Log (North 50) (South 300) (Chippewa 450) 800 Feet))))))))))))) :Erosion Control Blanket 12,000 S.Y. :Heavy Duty Silt Fence (North 5,995) (South 5,985) (Chippewa 4,725) 16,705 Feet :Wetland Impact Area :Flood Plain Impact Area :Flood Plain Mitigation Area )) ) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) )) ) ) ) ) ) )) ) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) )) ) ) ) ) ) )) ) ) ) ) ) )))))) ) ))))))) 4 + 0 0 5+0 0 6+00 7+00 8+00 9+ 0 0 1 0 + 0 0 11+00 12+00 13+00 14 + 0 0 15 + 0 0 1 6 + 0 0 1 7 + 0 0 5 BLK 1 CHIPPEWA ROAD MO H A W K D R I V E 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15 + 0 0 15 + 5 0 . 4 8 7+ 0 0 7+ 5 2 . 2 5 POND (23P) BTM = 976.00 NWL = 985.00 HWL = 986.38 POND (9P) BTM = 976.00 NWL = 985.00 HWL = 986.90 POND (5P) BTM = 974.00 NWL = 983.00 HWL = 984.50 WETLAND 1f HWL = 985.07 WETLAND 1e HWL = 983.85 WETLAND 2 HWL = 986.23 WETLAND 1d HWL = 982.49 FOREBAY (13P) BTM = 979.00 35' 35' 3 5 ' 2 5 ' 2 5 ' 35' 50' 50' 50' 25' 35 ' 35 ' 35 ' 35 ' 50 ' 25' 33 ' 25' 35' 38' 2 0 ' WETLAND 1a-North HWL = 979.07 OUTLOT B 2 1 8 7 6 5 4 3 2 1 6 5 4 3 2 1 18 17 16 15 156 4 3 2 1 OUTLOT G OU T L O T F OUTLOT J OUTLOT H OUTLOT K OUTLOT I OUTLOT K 7 OUTLOT L 14 13 5 4 3 3 5 ' WETLAND 1d-2 HWL = 982.55 >> >> >> >> >> >> >> >> >> >> >> >> > > > > >> >> > > > > > > > > >> >> > > >> > > ST M STM STM STM S T M ST M S T M S T M >> >>>> > > >> >> > > >> >> >> CABX W >> OE OE OE OE OE OE OE OE OE OE >> WE T L A N D 2 33 33 3333 WE T L A N D 1 e WE T L A N D 1 d WL 1e-1 WL 3 WE T L A N D 1f WL 1d - 2 ST-8 EL=986.2 ST-9 EL=981.2 ST-18 EL=982.9 ST-19 EL=983.8 ST-20 EL=982.6 ST-21 EL=982.6 ST-22 EL=985.8 H.P. 91.79 L.P. 90.38 H.P. 93.49 % 4. 6 % 5 . 4 %4.8 % 3 . 3 90.80 L.P. % 5. 3 % 4. 7 % 3.8 % 5.0 % 4.4 % 5.4 L.P.H.P. L.P. H.P. 9 6 . 1 3 %7.9 %5.7 % 7. 8 % 7. 1 %7.2 %7.6 %3.5 %3.8 %4.2 %8.0 % 4.1 % 5.5 % 4.8 % 4.6 % 4 . 1 % 4 . 1 CL CL % 7.8 % 7.7 %5.1 %6.5 L. P . % 5 . 6 %4.8 %6.9 %6.6 L. P . HWLHWLHWLHWLHWLHWL H W L H W L H W L H W L HWL HW L HW L HW L HWL EX.CL 993.17 %1.0 %1.2 % 1. 0 G . B . %1.0 %1.0 % 4 . 0 % 3 . 0 G. B . 94 . 1 7 % 1. 0 GB %1.0 %1.9 %1.0 %0.5 %0.55 % 1. 7 4 89 . 5 4 CL CL % L.P . 92 . 4 0 % 2. 0 %5.3 EOF 87 . 5 E O F L.P. 91.60 H . P . % 1. 5 % 8.0 V M A 6:1 MAX 6:1Slope in buffer %0.5 88.1 88 . 1 88.1 88.1 8 8 . 1 6:1 VMA VM A 92 . 3 8 VMA TW=992.0 BW=988.5 TW=992.0 BW=988.0 89.1 86.5 86.5 94.2 93.5 89.5 89.5 87.9 87.9 85.0 85.0 93.0 85.5 85.5 93.0 94.5 94.5 86.5 86.5 85.5 85.5 91.6 86.4 86.4 87.6 87.6 994.8 88.0 88.0 96.0 88.3 88.3 88.0 88.0 93.5 95.0 987.0 987.0 994.0 986.0 986.0 89.4 89.3 82.9 8 8 . 0 86.5 84.9 8 8 . 5 D R O P 1 C DR O P 2C DR O P 2C D R O P 2 C D R O P 2 C D R O P 2 C D R O P 1 C E O F E O F EOF E O F EO F EO F EOF EO F TW=990.5 BW=988.0 HWL HWL HW L HW L HW L HWL HWL HWL HWL HWL HW L HW L H W L H W L H W L H W L HW L HW L HW L HWL HWL HWL HWL H W L H W L H W L HWLHWLHWL H W L HW L HW L HW L H W L HWL HWL HWL HWL HWL HWL H W L H W L HWL HWL HWL H W L H W L H W L HWLHWLHWLHWLHWLHWL HWL HWLHWLHWLHWL HW L HW L HWL HWL H W L HWL H W L H W L HWL H W L HW L HW L H W L H W L H W L H W L H W L H W L HWL HWL HWL HWL HWL HWL HWL HWL HW L HW L HW L H W L H W L H W L H W L H W L H W L H W L H W L HWL HWLHWL HWLHWL HWL HW L HW L HW L H W L HW L HW L HWL HWL HWL HWL HWL HW L HW L H W L H W L HWL HWLHWL H W L H W L H W L HW L H W L HW L HW L HW L HWL HWL HW L HWL HWL HWL HWL HWL H W L HW L HWLHWL HWLHWL HWL H W L H W L H W L H W L H W L H W L HWL HWL HWL HWL H W L H W L HWL HW L HW L HWL HWL HWL HWL H W L H W L H W L H W L HWL HWL HWL HWL HWL HWL HWL HWL HW L H W L HWL HWL HWL H W L HW L HW L HWL HWL HWL HW L HW L H W L HWLHWLHWL HW L HWL HW L HWLHWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL G F = 9 9 5 . 0 98 8 . 9 F B W O 98 8 . 4 G F = 9 9 2 . 5 9 8 6 . 9 F B W O 9 8 6 . 4 GF = 9 9 6 . 5 989. 0 FB W O 988. 5 GF=9 9 6 . 8 989. 3 FBW O 988. 8 GF = 9 9 4 . 0 98 6 . 5 FB W O 98 6 . 0 G F = 9 9 5 . 4 9 8 8 . 6 F B W O 9 8 8 . 1 GF=994.0 986.5 FBWO 986.0 GF = 9 9 5 . 5 98 8 . 0 FB W O 98 7 . 5 G F = 9 9 5 . 0 9 8 7 . 5 F B L O 9 9 0 . 0 GF=993.5 986.0 FBWO 985.5 GF = 9 9 4 . 5 98 7 . 0 FB W O 98 6 . 5 G F = 9 9 5 . 1 98 9 . 0 FB W O 9 8 8 . 5 G F = 9 9 7 . 1 9 8 9 . 6 F B W O G F = 9 9 5 . 5 9 8 8 . 7 F B W O 9 8 8 . 2 GF=995.0 987.5 FBWO 987.0 GF = 9 9 2 . 8 99 0 . 1 SE W O 98 9 . 6 GF= 9 9 5 . 0 987. 5 FB W O 987. 0GF=995.0 987.5 FBWO 987.0 8 4 . 7 EOF 99 0 9 8 6 9 8 6 988 982 9 8 4 988 992 98 4 99 4 9 8 2 99 6 992 992 9 9 2 9 9 0 98 6 988 984 985 990 990 990 9 8 6 9 8 6 990 990 99 2 99 4 9 8 2 9 9 4 99 0 9 9 2 9 9 2 9 8 6 990 988 986 990 9 9 2 988 994 986 982 99 4 9 8 8 9 8 4 9 9 2 990 9 9 2 994 994 990 99 4 99 0 98 6 990 992 99 0 99 2 99 4 98 8 99 4 994 996 99 4 9 8 4988 985 9 8 8 9 8 8 987 98 6 98 5 987 987 98 6 987 987 992 986 99 6 976 980 98 4 990 983 982 980 978 976 974 984 98 4 9 8 4 984 992 990 98 6 9 8 8 9 9 0 9 8 6 988 9 8 6 9 8 4 982 9 8 8 98 4 99 4 99 0 986 993 994 988 99 4 994 98 8994 9 8 8 984 985 985 992 990 988 986 984 9 9 2 9 8 6 994 99 2 9 8 8 9 8 4 98 6 98 8 982 98 4 98 8 986 994 996996 9 8 8 9 8 8 9 8 8 986 986 994 994 994 988 990 992 992 8 4 . 7 986 C7.1 3,4&5 INLET PROTECTION C7.1 8 EROSION CONTROL BLANKET C7.1 2 SILT FENCE HEAVY DUTY C7.1 1 SILT FENCE ENKAMAT (TYP) C7.1 2 FES EROSION CONTROL (TYP) C7.1 1 TEMPORARY COMPOST BIO LOG ENKAMAT (TYP) C7.1 10 SILT FENCE HEAVY DUTY C7.1 5 SILT FENCE C7.1 3,4&9 INLET PROTECTION C7.1 8 EROSION CONTROL BLANKET 5 5 5 MH 3 MH 1 MH 2 MH 4 MH 9 MH 8 MH 7 MH 6 MH 5 MH 17 MH 11 MH 10 NORTH 0 50 100 CD's FOR FINAL PLAT SUBMITTAL REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21 REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21 CNC RCH RCH 2021-08-16 2021-11-08 2022-02-02 PROJECT NO. FILE NAME LA N D F O R M c IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY WESTON WOODS OF MEDINA-NORTH MEDINA, MINNESOTA CONSTRUCTION DOCUMENTS 02.02.2022 MEH17003 20 2 2 MARK SMITH 2120 OTTER LAKE DRIVE SAINT PAUL, MINNESOTA 55110 TEL (612) 490-0558 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Randall C. Hedlund License No:Date: C302MEH003.dwg GRADING, DRAINAGE & EROSION CONTROL C3.2 SYMBOL DESCRIPTION LEGEND SYMBOL DESCRIPTION 910 908 :MAJOR CONTOUR (PROPOSED) :MINOR CONTOUR (PROPOSED) :MAJOR CONTOUR (EXISTING) :MINOR CONTOUR (EXISTING) :Pavement Sawcut :Construction Limits ESTIMATED QUANTITY FOR ENTIRE PROJECT Contact utility service providers for field location of services 72 hours prior to beginning grading. Geotechnical report has not yet been received, it will be provided once obtained. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior Owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE). Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). 14. 15. 16. 17. 18. 19. 20. 21. 22. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.6 for additional requirements. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. See Landscape Sheets for permanent turf and landscape establishment. Scrape adjacent streets clean daily and sweep clean weekly. Seed, Sod, Mulch and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN TYPE 22-111 @ 30.5 LB/AC - Temporary Erosion Control MN TYPE 25-151 @ 120 LB/AC - Permanent Turf Mulch MNDOT 3882 MNDOT TYPE 1 @ 2 TON/AC Disc Anchored) MNDOT 3881 General placement MNDOT 2575 Erosion Control Blanket MNDOT 3885 MNDOT TYPE 3N 4. 6. 7. 8. 9. 10. 11. 12. 13. GRADING NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTES 5 Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines. Meet and Match existing curb. Transition as needed. 24. 25. 26. PAVING NOTES NO SCALE TYPICAL LOT DETAIL1 NOTES: 1. GARAGE LOCATION INDICATED BY DRIVEWAY. : REAR ELEVATION : BUILDING TYPE : MINIMUM BASEMENT ELEVATION : FRONT GARAGE FLOOR ELEVATION : DRP 1' DENOTES DISTANCE GARAGE FLOOR IS DROPPED FROM TYPICAL. DRP 1' MAIN STREET BLK 1 5 X 105.0 X 105.0 X 106.5 X 106.5 DENOTES PROPOSED LOT CORNER ELEVATIONS DENOTES DRAINAGE & UTILITY EASEMENT 20' FRONT 10' SIDE 10' REAR UNLESS SHOWN OTHERWISE DENOTES BUILDING SETBACKS BUILDING TYPES: FBWO = FULL BASEMENT WALK OUT FBLO = FULL BASEMENT LOOK OUT SEWO = SPLIT ENTRY WALK OUT FB = FULL BASEMENT DENOTES DRAINAGE FLOW 4. 5 % DENOTES DRIVEWAY SLOPE GF=108.5 100.0 FB 108.3 HWL :100 YEAR HIGH WATER LINE 3 1.Top nut hydrant, 725 feet ± from the centerlines intersection of the westbound lane of trunk highway no. 55 and Mohawk Drive. West side of Mowhawk Drive. Elevation = 998.180 2.Top nut hydrant, northeast quadrant of the intersection of Chippawa road and Hackamore Drive. Elevation = 1007.372 BENCHMARK GENERAL NOTES For construction staking and surveying services contact Landform at 612.252.9070. Site is located within the boundaries of the elm creek watershed management commission (ecwmc). Denotes borrow area. After material is removed contractor to bring bottom of pond to elevation shown in pond callout with grading spoil. 1. 2. :Inlet Protection nn :Silt Fence (North 10,430) (South 8,400) (Chippewa 6,670) :Vehicle Tracking Pad 49 Each 3 Each 25,500 Feet :Compost or Bio Log (North 50) (South 300) (Chippewa 450) 800 Feet))))))))))))) :Erosion Control Blanket 12,000 S.Y. :Heavy Duty Silt Fence (North 5,995) (South 5,985) (Chippewa 4,725) 16,705 Feet :Wetland Impact Area :Flood Plain Impact Area :Flood Plain Mitigation Area 0+00 1+00 2+00 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4 + 0 0 5+0 0 6+00 7+00 8+00 9+ 0 0 1 0 + 0 0 11+00 12+00 13+00 14+ 0 0 15 + 0 0 1 6 + 0 0 1 7 + 0 0 18+ 0 0 19 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 25+0026+0027+0028+00 29+ 0 0 30 + 0 0 31 + 0 0 31 + 1 7 . 8 7 2+ 9 2 . 0 4 0+ 0 0 1+ 0 0 2+ 0 0 1 4321 5 BLK 1 4 CHIPPEWA ROAD MO H A W K D R I V E -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 14 + 0 0 15 + 0 0 15 + 5 0 . 4 8 POND (23P) BTM = 973.00 NWL = 982.00 HWL = 984.19 100 YR B-B = 984.96 IRRIGATION POND (1P) BTM = 976.00 NWL = 985.00 HWL = 986.38 POND (9P) BTM = 976.00 NWL = 985.00 HWL = 986.90 POND (5P) BTM = 974.00 NWL = 983.00 HWL = 984.50 WETLAND 1f HWL = 985.07 POND 3 HWL = 990.80 WETLAND 1e HWL = 983.85 WETLAND 2 HWL = 986.23 WETLAND 1d HWL = 982.49 WETLAND 1c HWL = 981.72 WETLAND 1b1 HWL = 980.57 WETLAND 1b HWL = 981.57 FOREBAY (13P) BTM = 979.00 NWL = 986.00 HWL = 987.66 WETLAND 1a-North HWL = 979.07 OUTLOT B 1 2 1 8 7 6 5 4 3 2 1 6 5 4 3 2 1 18 17 16 15 14 13 12 11 10 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 1 2 34 56 7 8 9 10 11 12 13 14 15 16 9 4 3 2 1 OUTLOT G OU T L O T F OUTLOT J OUTLOT J OUTLOT H OUTLOT H OUTLOT K OUTLOT I OUTLOT I OUTLOT K OUTLOT K OUTLOT K OUTLOT K 7 OUTLOT L OUTLOT L 8 14 9 10 11 12 13 9 8 7 6 5 4 3 2 3 4 WETLAND 1d-2 HWL = 982.55 LA N E CABX CABX 992.4 G G G G G G G G G G G G OE OE OE OE OE OE OE OE OE OE OE OE > > > > > > > > I I I I I I I I I I I I I > > I I I I 33 33 3333 3333 33 >> 980.6 ST-1 EL=990.6 ST-2 EL=990.4 ST-3 EL=987.4 ST-4 EL=983.8 ST-5 EL=982.2 ST-8 EL=986.2 ST-9 EL=981.2 ST-10 EL=981.7 ST-17EL=982.1 ST-18 EL=982.9 ST-19 EL=983.8 ST-20 EL=982.6 ST-21 EL=982.6 ST-22 EL=985.8 EX. 22" JACKED CASING EX. 12" DIP WATERMAIN W/12" PLUG > > > > > > > > > > > > > > > > > > > > > >> > > > > > > > > > > > >> > > > >> >> >> >> >> >>>> >> >> >> >> >> > > > > >> >> > > > > > > > > >> >> >> > > > > > > > > >> >>>> >> > > >> > > > > >> >> >>>> >> >>>>>>>> >> >> >> >> > > >> > > ST M S T M S T M STM S T M STMSTM ST M STM STM STM S T M ST M S T M S T M ST M SAN S A N SAN SAN SAN SA N S A N S A N SA N S A N S A N S A N SA N SA N S A N S A N SA N SA N SA N SAN SAN >> >>>> > > > > > > SA N > > >> >> >> >> >> SA N 8" W A T . 8" W A T . 8" W A T . >> 12" W A T . 12" W A T . 12 " W A T . 12" W A T . 12 " W A T . 8" WAT.8" W A T . 8 " W A T . 8 " W A T . 8" W A T . 8" W A T . 8 " W A T . 8 " W A T . 8" W A T . 1 2 " W A T . 8" WA T . 8" W A T . 8" W A T . 12" WAT. EX. SAN MH MH 1 MH 2 MH 3 MH 4 MH 5 MH 17 MH 18 MH 19 MH 20 MH 6 MH 7 MH 8 MH 9 MH 10 MH 11 MH 12 MH 13 MH 14 MH 15 MH 16 FES 500 CBMH 501 CB 501A CBMH 502 CBMH 503 CBMH 504 CB 504AOCS 1 FES 1 FES 400 CB 401A CBMH 401 CB 401B FES 305 FES 303 FES 304 FES 302 CBMH 206 CB 206A CBMH 205 CBMH 204 STMH 203 CBMH 202A CBMH 202 CBMH 201 FES 200 CB 903ACBMH 903 OCS 2 FES 2 OCS 3 FES 3 CB 601A CBMH 601 FES 600 FES 100 STMH 100A CB 101A CBMH 101 CB 102B STMH 102 CB 102A CB 103B FES 103A STMH 103 STUB 12" WATER C O N N E C T W I T H C O N S T R U C T I O N O F C H I P P A W A R O A D STMH 901 STMH 902 FES 900 FES 4 OCS 4 CB 202B CD's FOR FINAL PLAT SUBMITTAL REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21 REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21 CNC RCH RCH 2021-08-16 2021-11-08 2022-02-02 PROJECT NO. FILE NAME LA N D F O R M c IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY WESTON WOODS OF MEDINA-NORTH MEDINA, MINNESOTA CONSTRUCTION DOCUMENTS 02.02.2022 MEH17003 20 2 2 MARK SMITH 2120 OTTER LAKE DRIVE SAINT PAUL, MINNESOTA 55110 TEL (612) 490-0558 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Randall C. Hedlund License No:Date: NORTH 0 100 200 Pipe Materials Watermain 6" DIP Class 52-Hydrant Leads, 8" PVC C900 & 12" PVC C900 -Main Lines (ANSI A21.51/AWWA C151) Water Service 1" Copper Type K (ASTM B88) Curb Stop shall be adjusted to an elevation of 2" below finished grade. See detail SER-01. Sanitary Sewer 8" PVC SDR 35 (ASTM: D3034, D2665, & F891) Sanitary Sewer Service 4" PVC SCHEDULE 40 (ASTM: D1785, D3034, D2665, & F891) Storm Sewer RCP 12"-18" CLASS 5 (ASTM C76) RCP 21" CLASS 4 (ASTM C76) RCP 24"-48" CLASS 3 (ASTM C76) Draintile 6" Perforated Polyethylene HDPE (ASTM F667), PVC (ASTM D2729) 1' Behind Curb with a 6"x4" Tee & 4" PVC To Property Line For Home Sump Pump Connection. See C7.4/5. Contact Utility Service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify Engineer immediately if there is any discrepancy. Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities in accordance with City of Medina Standards. Connect to City Utilities in accordance with City of Medina Standards. Contact Steve Scherer, City of Medina Public Works Department, at 763.473.8842 for Wet Tap inspection. Maintain 7.5 Feet of cover on water. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Contact Steve Scherer, City of Medina Public Works Department, at 763.473.8842 for flushing and pressure test inspections. All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used to make watertight connections to manholes, catch basins, and other structures. Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail STR-03 & STR-04 on Sheet C7.4. Irrigation sleeve to be 4" Schedule 80 PVC buried 24" below grade. Extend sleeves 3' beyond the edge of pavement. Mark each end of sleeve with 3/4" rebar 12" below finish grade. (coordinate with irrigation contractor.) Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in paved areas. Reserved Coordinate with private utilities to provide electric, natural gas, and communications services. The City of Medina shall not be responsible for any additional costs incurred that are associated with variations in the utility as-built elevations. All utility connections shall be verified in the field. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City’s standards. All watermain and sanitary sewer testing shall be done in accordance with the City of Medina standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. Televise sanitary sewer following installation per City guidelines 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. GENERAL NOTES UTILITY NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. C400MEH003.dwg UTILITY SCHEMATIC /UTILITY NOTES SERVICES & STORM SCHEDULE C4.0 CB 401A CBMH 401(SUMP) CB 206A CBMH 206 CBMH 205 CBMH 204 STMH 203 CB 202B CBMH 202A CBMH 202 CBMH 201(SUMP) CB 103B STMH 103 CB 102B CB 102A CB 101A CBMH 101(SUMP) STMH 100A 48" 48" R-3067-VB R-1642-B STORM SEWER SCHEDULE CB 401B STMH 102 2'x3' NUMBER DIAM.CASTING CB 903A CBMH 903(SUMP) CB 601A CBMH 601(SUMP) CB 504A CBMH 504 CBMH 503 CBMH 502 CB 501A CBMH 501(SUMP) OCS 1 OCS 2 OCS 3 DETAIL STO-1 48" 2'x3' 2'x3' 48" 27" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" R-3067-VB R-1642-B R-1642-B R-1642-B R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB 2'x3' 2'x3' 2'x3' 2'x3' 2'x3' 2'x3' 2'x3' 48" 48" 2'x3' R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-4342 R-3067-V R-3067-V R-3067-V R-3067-V R-3067-V STO-1 STO-1 STO-1 STO-04 STO-05 STO-5 STO-5 STO-7 STO-4 STO-4 STO-04 STO-05 STO-04 STO-05 STO-04 STO-05 STO-04 STO-4 STO-4 STO-4 STO-5 STO-5 STO-4 STO-4 STO-5 STO-04 STO-05 STO-4 STO-5 GALVANIZED C7.6/1 GALVANIZED GALVANIZED C7.6/2 C7.6/3 FES 2 FES 3 FES 1 FES 100 FES 103A FES 200 FES 302 FES 303 FES 304 FES 305 FES 500 NA NA NA NA NA NA NA NA NA NA NA 21" RCP APRON STO-8 &9 18" RCP APRON 18" RCP APRON 18" RCP APRON 18" RCP APRON STO-8 &9 STO-8 STO-8 STO-8 &9 STO-8 &915" RCP APRON 12" RCP APRON STO-8 &9 FES 600 NA STO-8 &915" RCP APRON 21" RCP APRON STO-8 &9 15" RCP APRON STO-8 STO-8 &915" RCP APRON 18" RCP APRON STO-8 &9 SERVICES SCHEDULE (NORTH) 1.TOP NUT HYDRANT, 725 FEET ± FROM THE CENTERLINES INTERSECTION OF THE WESTBOUND LANE OF TRUNK HIGHWAY NO. 55 AND MOHAWK DRIVE. WEST SIDE OF MOWHAWK DRIVE. ELEVATION = 998.180 2.TOP NUT HYDRANT, NORTHEAST QUADRANT OF THE INTERSECTION OF CHIPPAWA ROAD AND HACKAMORE DRIVE. ELEVATION = 1007.372 BENCHMARK FES 900 NA STO-8 &915" RCP APRON STMH 901 48"R-1642-B STO-1 STMH 902 48"R-1642-B STO-1 UTILITY SCHEMATIC (NORTH)1 OCS 4 48"GALVANIZED C7.6/4 W >> OE OE OE OE >> >> OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> > > > > > > > > > > > > > > > > > > > > > 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 >> >> III 182 185 >> >> >> >> >> >> >> >> >> 980.6 1 2 3 4 5 6 14 16 17 18 19 20 21 2223 24 25 26 27 28 29 30 31 32 33 3738 39 40 41 42 43 4445 46 47 48 49 5051 52 53 54 55 56 5758 59606162 63 64 71 73 74 130 131132 133 134 135136 137 138 139 140 141 142 143144 145 146 147 148 149 150 151 152153 154155 156 157 163164 165 166 167 168 169 170171 172173 183184 186187188 189 190 191192 193194195 196197 198 199 200 220 221222223 224 225 226 227 228 229230 231 233234235 236 237 238 239 240 241 242 243 244 245 246 247 248249 250251 252253 254255 256257 258 259 260 261 262 263 264 265 266267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282283 284 285 286 287 288 289 290 291 292 293 294295 296 297 298 299 300 301302 303 304 305 306 307308 309 310 311 312 313 314 315 ST S >> ST S >> S T S > > S T S > > S T S > > S T S > > S T S > > STS >> STS >> STS >> S T S > > STS >> STS >> ST S >> STS >> STS >> STS >> ST S >> ST S >> S T S >> ST S >> S T S >> >> S T S >> S T S >> ST S >> ST S >> ST S >> ST S >> STS >>STS >>STS >> ST S >> ST S >> STS >>STS >> STS >> STS > > S T S > > STS >> STS >> STS>>STS>>STS>>STS>> >> >> >> >> >> >>>> >> >> >> >> >> > > > > >> >> > > > > > > > > >> >> >> > > > > > > > > >> >>>> >> > > >> > > > > >> >> >>>> >> >>>>>>>> >> >> >> >> > > >> > > ST M S T M S T M STM S T M STMSTM ST M STM STM STM S T M ST M S T M S T M S T M >> >> >> >>>> >> W >> OE OE OE OE >> >> OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >> > > > > > > > > > > > > > > > > > > > > > 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 >> >> III 182 185 >> >> >> >> >> >> >> >> >> 980.6 1 2 3 4 5 6 14 16 17 18 19 20 21 2223 24 25 26 27 28 29 30 31 32 33 3738 39 40 41 42 43 4445 46 47 48 49 5051 52 53 54 55 56 5758 59606162 63 64 71 73 74 130 131132 133 134 135136 137 138 139 140 141 142 143144 145 146 147 148 149 150 151 152153 154155 156 157 163164 165 166 167 168 169 170171 172173 183184 186187188 189 190 191192 193194195 196197 198 199 200 220 221222223 224 225 226 227 228 229230 231 233234235 236 237 238 239 240 241 242 243 244 245 246 247 248249 250251 252253 254255 256257 258 259 260 261 262 263 264 265 266267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282283 284 285 286 287 288 289 290 291 292 293 294295 296 297 298 299 300 301302 303 304 305 306 307308 309 310 311 312 313 314 315 wet 1 2 1 8 7 6 5 4 3 2 1 6 5 4 3 2 1 18 17 16 15 14 13 12 11 10 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 1 2 34 56 7 8 9 10 11 12 13 14 15 16 9 4 3 2 1 OUTLOT G OU T L O T F OUTLOT J OUTLOT J OUTLOT H OUTLOT H OUTLOT K OUTLOT I OUTLOT I OUTLOT K OUTLOT K OUTLOT K OUTLOT K 7 OUTLOT L OUTLOT L 8 14 9 10 11 12 13 9 8 7 6 5 4 3 2 3 4 ST S >> ST S >> S T S > > S T S > > S T S > > S T S > > S T S > > STS >> STS >> STS >> S T S > > STS >> STS >> ST S >> STS >> STS >> STS >> ST S >> ST S >> S T S >> ST S >> S T S >> >> S T S >> S T S >> ST S >> ST S >> ST S >> ST S >> STS >>STS >>STS >> ST S >> ST S >> STS >>STS >> STS >> STS > > S T S > > STS >> STS >> STS>>STS>>STS>>STS>> >> >> >> >> >> >>>> >> >> >> >> >> > > > > >> >> > > > > > > > > >> >> >> > > > > > > > > >> >>>> >> > > >> > > > > >> >> >>>> >> >>>>>>>> >> >> >> >> > > >> > > ST M S T M S T M STM S T M STMSTM ST M STM STM STM S T M ST M S T M S T M S T M >> >> >> >>>> >> %1.0 %1.9 %1.0 %0.5 %0.55 87 . 5 E O F %0.5 88.1 88 . 1 88.1 88.1 8 8 . 1 996 9 9 0 9 9 0 998 992 9 8 8 9 8 8 9 9 2 9 9 8 99 0 9 8 6 9 8 6 974 976 978 984 9 8 2 98 0 98 0 982 9 8 4 988 992 984 99 4 990 9 8 2 996 9 9 6 9 9 6 990 994 986 994 992 994 996 994 99 8 99 6 99 2 9 9 4 9 9 6 9 9 4 99 6 99 4 99 6 992 992 99 2 9 9 0 98 6 988 984 984 9 8 4 9 8 6 984 985 990 99 2 99 4 9 8 2 9 9 4 99 0 9 9 2 9 9 2 9 8 6 990 988 986 990 9 9 2 988 994 996 990 9 8 6 998 986 986 9 9 0 996 982 9 8 4 9 9 2 990 99 4 99 4 9 8 8 9 8 4 9 9 2 990 9 9 2 994 994 990 9 8 6 99 4 98 6 9 9 4 99 4 9 9 4 994 9 9 0 986 994 99 4 9 9 2 9 8 6 990 994 99 4 99 0 992 99 0 99 2 99 4 98 8 99 2 99 4 99 2 99 2 99 4 99 6 9 9 2 99 4 985 987 98 6 98 5 987 987 98 6 987 987 992 986 99 6 996 9 8 3 981 980 978 976 974973 9 8 4 9 8 0 97 4 9 8 0 97 6 97 3 973 974 978 981 9 8 4 9 7 3 9 7 4 9 7 8 98 1 9 8 3 976 980 98 4 990 983 982 980 978 976 974 984 98 4 9 8 4 984 992 990 98 6 9 8 8 9 9 0 9 8 6 988 994 992 9 9 0 988 9 8 6 9 8 4 982 9 8 8 98 4 99 4 99 0 986 993 994 9 8 2 98 2 982 982 988 99 4 994 98 8994 9 8 8 984 985 985 988 986 984 9 9 2 9 8 6 994 99 2 98 8 9 8 4 986 98 8 982 98 4 98 8 986 994 996996 986 988 992 9 8 8 98 2 97 4 97 4 974 976 978 980 978 9 7 4 982 980 978 976 974 99 0 99 2 996 996 986 99 4 99 4 994 994 994 988 990 992 992 986 E F G E W RE U S E I R R I G A T I O N L I N E REUSE IRRIGATION LINE RE U S E I R R I G A T I O N L I N E R E U S E I R R I G A T I O N L I N E R E U S E I R R I G A T I O N L I N E R E U S E I R R I G A T I O N L I N E R E U S E I R R I G A T I O N L I N E RE U S E I R R I G A T I O N L I N E IRRIGATION FILTRATION AND PUMP HOUSE AND BACKUP WELL W RE U S E I R R I G A T I O N L I N E REUSE IRRIGATION LINE RE U S E I R R I G A T I O N L I N E R E U S E I R R I G A T I O N L I N E R E U S E I R R I G A T I O N L I N E R E U S E I R R I G A T I O N L I N E R E U S E I R R I G A T I O N L I N E RE U S E I R R I G A T I O N L I N E IRRIGATION FILTRATION AND PUMP HOUSE AND BACKUP WELL L7.1 4 Wetland Sign (Typ.) L7.1 4 Wetland Sign (Typ.) TREES QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. 152 Overstory Tree 60`H x 30`W 2"Cal B & B 58 Privacy and Boulevard Tree 60`H x 40`W 2"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ABBA 35 Abies balsamea / Balsam Fir 60`H x 30`W 6` Ht.B & B LALA 5 Larix laricina / Tamarack 70`H x 50`W 6` Ht.B & B PIGL 21 Picea glauca / White Spruce 50`H x 20`W 6` Ht.B & B PIST 20 Pinus strobus / Eastern White Pine 70` H x 40` W 6` Ht.B & B THOC 18 Thuja occidentalis / American Arborvitae 40`H x 15`W 6` Ht.B & B PLANT SCHEDULE NORTH - BUFFER REUSE IRRIGATION LINEREUSE IRRIGATION LINE NORTH 0 100 200 CD's FOR FINAL PLAT SUBMITTAL REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21 REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21 CNC RCH RCH 2021-08-16 2021-11-08 2022-02-02 PROJECT NO. FILE NAME LA N D F O R M c IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY WESTON WOODS OF MEDINA-NORTH MEDINA, MINNESOTA CONSTRUCTION DOCUMENTS 02.02.2022 MEH17003 20 2 2 MARK SMITH 2120 OTTER LAKE DRIVE SAINT PAUL, MINNESOTA 55110 TEL (612) 490-0558 L201MEH003.dwg LANDSCAPE PLAN NORTH L2.1 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (BWSR Mesic Short Urban South and West) as defined by the MN Board of Water and Soil Resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 4 inches of topsoil and seed/sod all turf areas disturbed by Construction. Protective fencing should be installed around all planted trees. See L7.1 sheet for Detail. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Install a 4-foot diameter shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Vinyl edging is not required, unless noted otherwise. In-ground irrigation systems may not connect to city water, they must connect to pond or well water. All disturbed areas in the wetland buffers must be restored with native vegetation, and restoration must be maintained and replanted as needed for a duration of not less than the first two full growing seasons after planting. Wetland buffer signs to be installed at a minimum one per lot, on all common lot lines, and placed every 250' thereafter. Sod areas from back of curb to 20' beyond building footprint, provide turf seed (MNDOT 25-151 Residential Turf) for all other turf areas. The Site should be mulched and disc-anchored following packing using MnDOT Type 3 weed free mulch, at a rate of 2.0 tons per acre. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. GENERAL NOTES LANDSCAPE NOTES LANDSCAPE - R2 ZONING Area Proposed Developement R2 R2 R2 R2 Required Buffer Yard Opacity 0.3 0.1 0.1 0.2 Width of Buffer Yard 20 35 25 35 Minimum Planting Points per 100 Lineal Feet 320 62 68 140 Length of Buffer Yard 838' 718' 95' 400' Total Points Required 2682 445 65 560 Total Overstory Trees Provided (50 planting points each) 54 29 0 12 Total Medium Deciduous / Coniferous Trees Provided (20 planting Points each) 0 0 4 0 D E F LANDSCAPE - BUFFER YARDS LEGEND Adjacent District Rural R3 R3 R1 PLANT SCHEDULE D D G 13. 13. (Typ) 13. (Typ) 13. (Typ) I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: MO H A W K D R I V E CHIPPEWA ROAD 14. 15.(Typ) Wetland Buffer 14. 15. 14. 15.(Typ) Wetland Buffer 15.(Typ) Wetland Buffer 14. Wetland Buffer 14. 15.(Typ) Wetland Buffer Silt Fence Silt Fence Silt Fence Silt Fence 14. Wetland Buffer Silt Fence Wetland Delineation 1.TOP NUT HYDRANT, 725 FEET ± FROM THE CENTERLINES INTERSECTION OF THE WESTBOUND LANE OF TRUNK HIGHWAY NO. 55 AND MOHAWK DRIVE. WEST SIDE OF MOWHAWK DRIVE. ELEVATION = 998.180 2.TOP NUT HYDRANT, NORTHEAST QUADRANT OF THE INTERSECTION OF CHIPPAWA ROAD AND HACKAMORE DRIVE. ELEVATION = 1007.372 BENCHMARK This Landscape Plan has been developed to meet three landscaping requirements as defined by code: (A) Lot landscaping for R-1, R-2, R-3 zoning, (B) Buffer Yards, and (C) Privacy and Boulevard Trees. For construction Staking and Surveying services contact Landform at 612.252.9070. 1. 2. A B C R-2 Zoning - tree locations have been provided as a guide for lot builders who are responsible for required landscaping at the time of home construction. A generic tree symbol is used in these instances. Tree species selection for these must conform with the provided list. No species should comprise more than 25% of the total planting. Buffer Yards - tree locations and species have been provided to conform with City calculations and requirements. Any modifications to this plan must be approved by the City of Medina at the time of building permit. Privacy and Boulevard Trees - tree locations have been provided for additional privacy and boulevard trees. Tree species selection for these must conform with the provided list. No species should comprise more than 25% of the total planting.B (Typ) A (Typ) Front Yard Trees: Minimum Size: Location: Type: R2 Requirements Two overstory trees per lot Deciduous trees should be minimum 2 caliper inches measured 4 feet off the ground Coniferous trees should be minimum 6 feet in height Fifteen feet from front lot line. Applies to both trees for single family dwellings and one tree for two-family dwellings Native species are required. A variety of tree species are required, no one species should be more than 25% of the total. Final selections should comply with the provided list of trees, which also comply with City tree requirements. ACCEPTABLE TREE SPECIES SELECTION Deciduous Trees Ash, Black (Fraxinus nigra) Aspen, bigtooth (Populus grandidentata) Aspen, quaking (Populus tremuloides) Basswood, American (Tilia americana) Birch, paper (Betula papyrifera) Birch, river (Betula nigra) Birch, yellow (Betula alleghaniensis) Cherry pin (Prunus pensylvanica) Elm, American (Ulmus americana)* Hickory, bitternut (Carya cordiformis) Honeylocust (Gleditsia triacanthos) Hornbeam, American (Carpinus caroliniana) Ironwood (Ostrya virginiana) Maple, Sugar (Acer saccharum) Maple, Red (Acer rubrum) *cultivars resistant to Dutch Elm Disease Coniferous Trees Cedar, Northern White (Thuja occidentalis) Fir, Balsam (Abies balsamea) Spruce, White (Picea glauca) Pine, Eastern White (Pinus strobus) Oak, Red (Quercus rubra) Oak, White (Quercus alba) Oak, Bur (Quercus macrocarpa) Oak, Swamp White (Quercus bicolor) Walnut, Black (Salix nigra) Buffer Yard Requirements 15.(Typ) Wetland 1a-North HWL = 979.08 Wetland Delineation BWSR Mesic Short Urban South and West 45.95 lbs/acre Irrigation Line Wetland Boundary Wetland Buffer Limits of Grading Provide sod from back of curb to 20' behind building footprint. For other turf areas seed with mix: MNDOT 25-151 Residential Turf (120 lbs/acre) 16. 16.(Typ) 16.(Typ) 16. 16. (Typ) MNDOT Wet Meadow South and West 12 lbs/acre MNDOT 25-131 Low Maintenance Turf 220 lbs/acre 17. 17.(Typ) 17. (Typ) 17. (Typ) 17. (Typ) 10.9 Acres / 503 lbs seed Sod = 6.2 acres Seed = 2.6 acres / 317 lbs seed 0.1 Acres / 1.2 lbs seed 0.6 Acres / 135 lbs seed Quantity MnDOT Type 3 weed free mulch will be used for erosion control and stabilization on all seeded areas 2.0 tons per acre17. 14.3 Acres total seeded area / 29 tons mulch )) ) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) )) ) ) ) ) ) )) ) ) ) ) ) ))) ) ) ) ) )) ) ) ) ) ) )) ) ) ) ) ) ))))) ) ) ))) ) ) ) ) )) ) ) ) ) ) )))))) ) ))))) ) ) 7 8 432 3 1 2 1 4 2 3 BLK 6 1 8 9 5 BLK 1 4 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 -0+22 0+00 1+00 2+00 3+00 4+00 5+00 10+ 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 15 + 5 0 . 4 8 -0+50 0+00 1+00 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 7+ 5 2 . 2 5 -0+20 0+00 1+00 2+ 0 0 3+00 4+00 4+61.32 (9P) BTM = 976.00 NWL = 985.00 HWL = 986.90 FILTRATION BASIN (16P) BTM = 984.50 HWL = 987.38 POND (14P) BTM = 975.00 NWL = 984.00 HWL = 986.34 WETLAND 5b W E T 5 a H W L = 9 8 4 . 2 8 1 0 0 - Y R B - B = 9 8 7 . 8 0 WETLAND 1f HWL = 985.07 POND 3 HWL = 990.80 WETLAND 2 HWL = 986.23 FOREBAY (13P) BTM = 979.00 NWL = 986.00 HWL = 987.66 5 0 ' 50 ' 25 ' 35'25 ' 25 ' 25' 35' 25' 35 ' 2 5 ' 50' 15' 3 0 ' 50' 59' BLK 3 33 ' 38' 2 0 ' OUTLOT B 4 3 2 1 2 1 OU T L O T F 7 13 40' BR O O K V I E W LA N E OUTLOT EOUTLOT E >> >> >> > > >> >> >> >>>> > > > > >> >> >> >> >> >> >> >>>>>>>> >> >> >> >> > > > > >> >> >> >> >> >> >> > > >> W >> OE OE WE T L A N D 2 33 33 3333 33 WE T L A N D 1 g >> WL 3 WE T L A N D 1f WL 5a ST-11 EL=997.4 ST-12 EL=990.2 ST-13 EL=991.7 ST-14 EL=988.3 ST-15 EL=989.0 ST-22 EL=985.8 L.P.H.P. L.P. H.P. CL CL L. P . L.P. L.P . L. P . HWLHWLHWLHWLHWLHWL H W L H W L H W L H W L H W L H W L HWL HW L HWL HWL HW L HW L HW L HWL CL CL 90.13 EX.CL 994.86 EX.CL 993.17 H.P. 90 . 2 8 %1.0 %1.9 %1.0 %0.5 G. B . 91 . 7 8 94.54 89 . 5 4 CL CL L.P. 91.9 0 H. P . 93 . 8 5 93.34 93.33 L.P . 92 . 4 0 91.1 8 L.P. 93.43 H.P. EOF EO F 87 . 5 E O F CL CL VM A % %0.5 88.1 88 . 1 88.1 88.1 8 8 . 1 VM A VM A G B VMA 986 990 988 988 988 99 2 98 6 982 98 6 986 988 990 990 990 990 979 980 982 984986 992 990 987 988 99 2 99 2 9 9 0 99 0 98 5 98 4 982 980 978 978 986 985 984 982 980 978 92 . 3 8 986 988 988 986 98 6 98 8 98 8 986 98 8 9 8 8 9 8 6 984 988 986 988 988 TW=986.5 BW=984.0 TW=986.5 BW=980.0 TW=986.5 BW=980.0 TW=986.5 BW=982.0 99 2 99 2 99 4 92.3 89.1 88.5 96.5 96 . 0 91.092.0 94 . 0 91.7 93 . 8 91.7 88.0 88.0 88.3 88.3 987.0 994.0 986.0 986.0 91.7 89.4 95.8 89.5 97.5 95.1 89.5 95.5 88.5 94.2 91.9 89.3 94.7 95.1 94.5 95.0 95.5 92.6 94.0 91.1 92.8 85.5 86.0 87.0 87.5 90 . 7 91.4 9 5 . 7 95 . 0 95 . 9 95 . 5 94.1 93.5 92.7 91.2 90.3 90.4 92.6 91.1 95 . 0 97 . 5 87.0 89.5 87.5 88. 0 88.2 87.7 8 8 . 9 8 7 . 0 83 . 7 86.6 84.0 82.2 82.4 8 4 . 9 86. 3 87.0 84. 5 8 4 . 4 8 4 . 6 8 4 . 1 86.0 86.5 88.0 87.5 85. 2 86. 0 8 8 . 0 87.8 89. 5 86.35 8 8 . 5 88.5 96.5 88.5 96.3 86. 1 85.4 87 . 0 86. 9 % 2.0 8 5 . 3 GF = 9 9 4 . 5 GF = 994.5 GF = 9 9 4 . 5 GF = 9 9 3 . 5 DR P 1C GF = 9 9 2 . 5 GF = 9 9 3 . 0 EO F EO F E O F E O F EO F EOF 87.0 HWL HWL HWL H W L H W L HWL HWL HWL H W L H W L H W L HWLHWLHWLHWLHWLHWL HWL HWLHWLHWLHWLHW L HW L HWL HWL HW L HW L HW L H W L H W L H W L HWL H W L H W L H W L H W L H W L H W L H W L H W L H W L H W L H W L HWL HWLHWL H W L HW L HW L HW L H W L HWL H W L H W L H W L H W L H W L HWLHWLHWLHWL HW L HW L HW L HW L HW L H W L HWL HWLHWL H W L H W L HWLHWL HWLHWL HWL H W L H W L H W L H W L HW L HW L HWL HWL HWL HWL H W L H W L H W L H W L HWL HWL HWL HWL HWL HWL HWL HWL H W L HW L HW L HW L HW L HW L H W L HW L HW L HW L HW L HW L HWL HWL HWL HW L HW L H W L HWLHWLHWL HW L HWL HW L HW L HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL 86.85 86.85 86.85 86 . 8 5 86 . 8 5 HWL HWL HWL HWL HWL HWL HWL HW L HWLHWL HWL HWL HWL HW L HW L HW L HW L HWL HWL HW L HW L HW L HW L HW L HWL 86 . 8 5 FBW O 988. 8 GF = 9 9 4 . 5 98 7 . 0 FB W O 98 6 . 5 GF=9 9 8 . 0 990.5 FBW O 990.0 GF=9 9 5 . 5 988.0 FBW O 987.5 GF = 9 9 5 . 5 98 8 . 0 FB W O 98 7 . 5 GF = 9 9 6 . 0 98 8 . 5 FB W O 98 8 . 0 GF = 9 9 4 . 5 98 7 . 0 FB W O 98 6 . 5 99 3 . 3 98 6 . 5 FB W O 98 6 . 0 G F = 9 9 6 . 0 9 8 8 . 5 F B W O GF=995.1 989.7 FBLO 992.2 GF = 9 9 7 . 0 98 9 . 5 FB W O 98 9 . 0 GF=996.5 889.0 FBLO 991.5 GF=997.5 890.0 FBLO 992.5 GF=99 6 . 7 989.2FBWO 988.7 GF = 9 9 6 . 5 989 . 0 FB W O 98 8 . 5 GF = 9 9 8 . 0 99 0 . 5 FB W O 99 0 . 0 GF = 9 9 2 . 8 99 0 . 1 SE W O 98 9 . 6 GF = 9 9 8 . 0 99 0 . 5 FB W O 99 0 . 0 GF = 9 9 7 . 0 98 9 . 5 FB W O 98 9 . 0 988 9 8 8 9 8 6 988 992 992994 992 994 9 9 2 988 992 988 990 98 8 98 6 994 992 990 990 990 992 9 8 6 99 0 98 6 9 8 6 992 99 4 99 6 996 99 4 9 8 6 98 8 9 8 6 986 990 98 6 990 99 0 990 990 990 994 9 9 4 99 0 99 0 990 992 98 6 99 2 9 9 2 99 0 994 996 9 9 0 99 4 984 9 8 8 988 98 8 992 99 0 990 98 8 9 8 8 9 8 8 988987 98 5 984 9 8 7 990 98 8 992 992 98 4 99 2 9 9 4 9 9 4 994 98 8 98 6 98 4 . 5 9 8 6 9 8 8 986 990 994 988 98 6 994 98 8 97 6 97 8 98 0 98 2 98 3 98 4 985 98 5 985 984 986 994 99 6 98 6 98 8 99 0 988 990 98 8994 9 8 8 992 990 988 986 984 9 9 2 986 9 8 8 9 8 8 9 8 8 986 9 9 6 99 4 98 8 994 996 988 984 988 990 984 DROP 3C 994 996 GF=994.4 989.7 FBLO 992.2 DROP 4C 994 99 2 992 C7.1 2 FES EROSION CONTROL (TYP) C7.1 1 TEMPORARY COMPOST BIO LOG ENKAMAT (TYP) C7.1 2 SILT FENCE HEAVY DUTY C7.1 3,4&9 INLET PROTECTION OCS 9 C7.1 3,4&9 INLET PROTECTION C7.1 10 SILT FENCE HEAVY DUTY LEAPING CIRCLE C7.1 5 SILT FENCE C7.1 2 FES EROSION CONTROL (TYP) ENTRANCE C7.1 1 TEMPORARY COMPOST BIO LOG BLANKET FUTU R E A R E A MO H A W K R O A D DR I V E HI L L S I D E DEER CBMH 1301 CB 903A CBMH 903 STMH 902 STMH 901 FES 1802 STMH 1801 FES 1203A CBMH 1203 CBMH 1202 FES 1202A FES 1200 STMH 1302 CBMH 1311 CB 1311A CBMH 1312 CB 1313 OCS 8 CBMH 1303 CBMH 1304 CBMH 1305 CB 1305A OCS 10 CHIPPEWA ROAD OCS 4 FES 4 INV=984.90 INV=985.00 INV=986.50 INV=985.77 STMH 1201 INV=987.80 FES 10 FES 1314 INV: 986.00 FES 5 FES 1800 FES 900 INV=984.5 INV=984.20 INV=984.00 FES 1300 FES 8 INV=983.90 INV=981.73 INV=981.80 OCS 5 MH 1EX. SAN MH MH 2 MH 32 MH 33 MH 31 MH 34 MH 35 FES 1900 INV: 981.20 FES 1902 INV: 981.20 NORTH 0 50 100 RCH RCH RCH RCH 2021-08-16 2021-09-23 2021-11-08 2022-02-02 PROJECT NO. FILE NAME LA N D F O R M c IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY WESTON WOODS OF MEDINA SOUTH MEDINA, MINNESOTA CONSTRUCTION DOCUMENTS 02.02.2022 MEH17003 20 2 2 MARK SMITH 2120 OTTER LAKE DRIVE SAINT PAUL, MINNESOTA 55110 TEL (612) 490-0558 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Randall C. Hedlund License No:Date: CD's FOR FINAL PLAT SUBMITTAL CITY REVIEW COMMENTS REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21 REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21 C301MEH003.dwg GRADING, DRAINAGE & EROSION CONTROL C3.1 SE E S H E E T C 3 . 3 SYMBOL DESCRIPTION LEGEND SYMBOL DESCRIPTION 910 908 :MAJOR CONTOUR (PROPOSED) :MINOR CONTOUR (PROPOSED) :MAJOR CONTOUR (EXISTING) :MINOR CONTOUR (EXISTING) ESTIMATED QUANTITY FOR ENTIRE PROJECT Contact utility service providers for field location of services 72 hours prior to beginning grading. Geotechnical report has not yet been received, it will be provided once obtained. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior Owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE). Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). 14. 15. 16. 17. 18. 19. 20. 21. 22. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.8 for additional requirements. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. See Landscape Sheets for permanent turf and landscape establishment. Scrape adjacent streets clean daily and sweep clean weekly. Seed, Sod, Mulch and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN TYPE 22-111 @ 30.5 LB/AC - Temporary Erosion Control MN TYPE 25-151 @ 120 LB/AC - Permanent Turf Mulch MNDOT 3882 MNDOT TYPE 1 @ 2 TON/AC Disc Anchored) MNDOT 3881 General placement MNDOT 2575 Erosion Control Blanket MNDOT 3885 MNDOT TYPE 3N 4. 6. 7. 8. 9. 10. 11. 12. 13. GRADING NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTES 5 Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins. Refer to Import Stockpile on Sheet C3.0. Reserved. 24. 26. PAVING NOTES NO SCALE TYPICAL LOT DETAIL1 NOTES: 1. GARAGE LOCATION INDICATED BY DRIVEWAY. : REAR ELEVATION : BUILDING TYPE : MINIMUM BASEMENT ELEVATION : FRONT GARAGE FLOOR ELEVATION : DRP 1' DENOTES DISTANCE GARAGE FLOOR IS DROPPED FROM TYPICAL. DRP 1' MAIN STREET BLK 1 5 X 105.0 X 105.0 X 106.5 X 106.5 DENOTES PROPOSED LOT CORNER ELEVATIONS DENOTES DRAINAGE & UTILITY EASEMENT 20' FRONT 10' SIDE 10' REAR UNLESS SHOWN OTHERWISE DENOTES BUILDING SETBACKS BUILDING TYPES: FBWO = FULL BASEMENT WALK OUT FBLO = FULL BASEMENT LOOK OUT SEWO = SPLIT ENTRY WALK OUT FB = FULL BASEMENT DENOTES DRAINAGE FLOW 4. 5 % DENOTES DRIVEWAY SLOPE GF=108.5 100.0 FB 108.3 25 5 5 25. :Pavement Sawcut :Construction Limits HWL :100 YEAR HIGH WATER LINE 3 1.Top nut hydrant, 725 feet ± from the centerlines intersection of the westbound lane of trunk highway no. 55 and Mohawk Drive. West side of Mowhawk Drive. Elevation = 998.180 2.Top nut hydrant, northeast quadrant of the intersection of Chippawa road and Hackamore Drive. Elevation = 1007.372 BENCHMARK GENERAL NOTES For construction staking and surveying services contact Landform at 612.252.9070. Site is located within the boundaries of the elm creek watershed management commission (ecwmc). Denotes borrow area. After material is removed contractor to bring bottom of pond to elevation shown in pond callout with grading spoil. 1. 2. :Inlet Protection nn :Silt Fence (North 10,430) (South 8,400) (Chippewa 6,670) :Vehicle Tracking Pad :Compost or Bio Log (North 50) (South 300) (Chippewa 450) ))))))))))))) :Erosion Control Blanket :Heavy Duty Silt Fence (North 5,995) (South 5,985) (Chippewa 4,725) :Wetland Impact Area :Flood Plain Impact Area :Flood Plain Mitigation Area 49 Each 25,500 Feet 800 Feet 16,705 Feet HH CABX CABX CABX C A B X CAB X HH INV=981.53 CMP INV 36 INV=981.87 CMP INV 36 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OT V O T V >> 33 33 33 WE T L A N D 1 g >> 980. 6 980. 6 WE T L A N D 4 WE T L A N D 5 b WL 1h ST-14 EL=988.3 ST-16 EL=990.5 RE=982.28 INV 12IN CMP RE=982.70 INV 12IN CMP 98 0 . 6 981 . 5 98 1 . 5 981. 5 981.5 >> >> >> >> >> > > > > >> >> >> >> >> >> >> >> >> >> )) ) ) ) ) ) )) ) ) ) ) ) ) ) ) ) ) )) ) ) ) ) ) )) ) ) ) )))) ) ) ) )))) ) ) ) )))) % 4.5 H.P . -0+0 0 1 + 0 0 2+00 3 + 0 0 3+14 . 7 3 L.P. % 5.2 % 7. 1 % 7 . 1 % 8 . 0 % 7 . 4 % 7. 4 % 7. 4 % 7.1 % 5. 6 % 5 . 1 % 5 . 6 EX.CL CL C L 990.50 EX.CL 994.86 88.12 93 . 5 8 %1.0 %1.0 93 . 6 1 % 1.2 5 94. 9 4 H.P . % 1.0 % 1.3 G.B . % 1.0 % 5.3 % 4.0 %3.2 % 3.0 % 4 . 2 % 4.4 % 4.8 L.P. 91.9 0 %2.8 94.0 6 E O F L.P . H.P . % 2.9 92.5 5 % 1.0 91. 8 0 % 1.2 5 % 3.3 VM A % 8. 0 V M A > > > > > > > > > > > > > > > % 0 . 6 %.6 94. 9 5 > > > > > > > > > > > > > > > > > > 90 . 7 92.2 91.4 93.8 93.9 94. 5 93.2 94. 0 92 . 2 94 . 0 86 . 5 89 . 0 9 2 . 4 9 3 . 5 9 2 . 7 95. 4 9 0 . 8 9 2 . 3 8 9 . 1 9 0 . 5 8 8 . 5 90.3 9 0 . 5 90.3 89.6 88.9 91. 7 9 0 . 7 87.5 92.8 9 9 4 . 1 90.5 92.0 90.5 95 . 7 93.7 94 . 5 95. 0 95. 7 95.295.7 9 5 . 2 9 5 . 7 95 . 0 95 . 9 94 . 7 95 . 5 87.5 87.7 87.7 87.7 87.7 82.4 82. 9 84. 1 84. 5 87 . 8 93. 7 9 7 . 9 9 7 . 9 89.0 8 6 . 5 8 5 . 6 86.3 86. 3 86. 3 86.6 87.5 8 6 . 4 8 6 . 5 84.1 8 4 . 9 8 4 . 6 8 4 . 1 86 . 8 86 . 8 86 . 7 86. 7 86. 7 86.7 86 . 3 3 87. 5 9 4 . 2 2.0% 2.0% 9 2 . 2 9 4 . 4 92.3 > > > 9 3 . 0 9 2 . 5 2.0 % 87. 5 87 . 1 2. 0 % 2. 0 % > > DRO P 2C DR O P 2C DRO P 1C E O F E O F EO F E O F HWL HWL HWL HWL HWL HWL HWL HWL H W L H W L H W L H W L HWL HWL HWL HWL HWL HW L H W L H W L H W L H W L H W L HW L HW L H W L HW L HW L HW L HW L HW L HW L HWL HWLHWL HW L HW L HWL HWL HWL H W L HW L HW L HW L HW L H W L HW L HW L HW LHWL HW L HWL HWL HW L HW L HW L HW L HW L HW L HW L HW L HW L HW L HWL HWL H W L HW L H W L H W L H W L HW L HW L HW L HW L HW L HWL HWL H W L HW L HW L H W L H W L HW L HW L HW L H W L HW L HW L HWL HWL H W L HWL HWL H W L HWL H W L HW L HW L HW L HWL HWL HWL HWL HWL HWL HWL HWL HWL HW L HW L HW L HW L HW L HW L HW L HW L HW L HW L HW L HW L HW L HW L HW L HW L HWL HWL HW L H W L HW L HWL HW L HW L HW L H W L HW L HW L H W L H W L H W L H W L HWL H W L H W L H W L HWL HWL HW L H W L GF=991 . 0 983.5 FB 990.8 GF = 9 9 5 . 0 98 7 . 5 FB W O 98 7 . 0 GF = 9 9 5 . 0 98 7 . 5 FB W O 98 7 . 0 GF = 9 9 4 . 5 987 . 0 FB L O 98 9 . 5 GF= 9 9 5 . 0 987 . 5 FB 994 . 9 GF= 9 9 3 . 0 985. 5 FB 992. 8 GF=991.0 983.5 FB 990.8 GF = 9 9 6 . 2 988 . 7 FB W O 988 . 2 G F = 9 9 6 . 2 9 8 8 . 7 F B W O 9 8 8 . 2 GF = 9 9 6 . 2 988 . 7 FB W O 98 8 . 2 GF = 9 9 5 . 0 98 7 . 5 FB W O 98 7 . 0 GF= 9 9 5 . 4 988 . 6 FB 995 . 9 GF = 9 9 6 . 0 988 . 5 FB W O 988 . 0 GF = 9 9 6 . 2 98 8 . 7 FB W O 98 8 . 2 GF=99 6 . 7 989.2FBWO 988.7 GF= 9 9 1 . 2 988 . 5SEW O988 . 0 GF = 9 9 6 . 5 989 . 0 FB W O 988 . 5 GF= 9 9 4 . 6 988 . 5FBL O991 . 0 GF= 9 9 4 . 6 988 . 5FB L O991 . 0 9 9 4 98 8 988 988 99 0 990 98 8 986 986 986 984 982 980 98 6 980 982 984 992 98 0 98 4 98 6 988 9 8 4 984 988 988 992 98 6 994 9 9 4 9 9 2 98 6 986 986 98 6 988 988 99 2 978 984 983 982 980 978 976 976 980 983 984 985 98 6 986 98 5 98 4 98 3 980 976 975 978 980 982983 984 986 98 8 98 5 98 5 98 7 9 8 5 98 6 9 8 6 98 7 9 8 7 99 2 990 990 9 9 4 994 994 99 4 9 9 4 99 4 99 4 98 8 98 6 99 0 97 7 975 992 984 983.5 994OUTLOT B 6 5 3 4 2 1 7 8 BLK 4 BLK 5 1 2 3 45 6 7 10 9 -0+2 8 0+0 0 1+0 0 2+0 0 2+3 7 . 0 2 -0+50 0+00 1+00 2+00 3+00 4+00 5+0 0 6+0 0 7+ 0 0 8+ 0 0 9+ 0 0 -0+50 0+00 1+00 POND (18P) BTM = 978.00 NWL = 986.00 HWL = 987.26 IRRIGATION POND (20P) BTM = 975.00 NWL = 984.00 HWL = 986.26 OUTLOT C WET 1h HWL = 983.84 WET 4 HWL = 984.98 WETLAND 5b HWL = 983.37 100-YR B-B = 984.28 OUTLOT D 25 ' 35 ' 35 ' 50' 50' 50 ' B U F F E R 3 0 ' 30' 25 ' 25' 25' 25' 42' 38 ' C7.1 3,4&5 INLET PROTECTION C7.1 10 SILT FENCE HEAVY DUTY C7.1 5 SILT FENCE MO H A W K R O A D C7.1 7 EROSION CONTROL BLANKET DR I V E HILL S I D E BR O O K V I E W C O U R T C7.1 7 ROCK CONSTRUCTION ENTRANCE C7.1 3, 4 & 9 INLET PROTECTION C7.1 3,4&9 INLET PROTECTION C7.1 10 SILT FENCE HEAVY DUTY C7.1 5 SILT FENCE C7.1 2 FES EROSION CONTROL (TYP) C7.1 1 TEMPORARY COMPOST BIO LOG OHW C7.1 8 ROCK CONSTRUCTION EASEMENT STA T E H W Y . 5 5 INV=984.00 MH 38 MH 37 MH 30 MH 29 MH 28 MH 27 MH 26 EX. SAN MH 3 FES 7 FES 1600 FES 1601 INV: 983.32 FES 1500 FES 6 CBMH 1502 CBMH 1501 OCS 6 INV=982.60 INV=985.70 INV=983.80 CBMH 1503 CB 1503B CB 1503A CB 1501B OCS 7 FES 1602 INV=982.60 FES 1603 INV: 983.32 FES 1903 INV= 981.11 FES 1901 INV= 981.11 DNR WETLAND 27-493W SOUTH PORTION OHW = 980.6 FLOODPLAIN = 981.5 ( As of 8/10/20) WE T L A N D 1a - S o u t h PROPOSED 100-YR HWL = 981.94 NORTH 0 50 100 RCH RCH RCH RCH 2021-08-16 2021-09-23 2021-11-08 2022-02-02 PROJECT NO. FILE NAME LA N D F O R M c IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY WESTON WOODS OF MEDINA SOUTH MEDINA, MINNESOTA CONSTRUCTION DOCUMENTS 02.02.2022 MEH17003 20 2 2 MARK SMITH 2120 OTTER LAKE DRIVE SAINT PAUL, MINNESOTA 55110 TEL (612) 490-0558 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Randall C. Hedlund License No:Date: CD's FOR FINAL PLAT SUBMITTAL CITY REVIEW COMMENTS REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21 REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21 C302MEH003.dwg GRADING , DRAINAGE AND EROSION CONTROL C3.2 :Pavement Sawcut :Construction Limits NO SCALE TYPICAL LOT DETAIL1 SEE SHEET C3.1 FOR TYPICAL LOT DETAIL LEGEND SYMBOL DESCRIPTION 910 908 :MAJOR CONTOUR (PROPOSED) :MINOR CONTOUR (PROPOSED) :MAJOR CONTOUR (EXISTING) :MINOR CONTOUR (EXISTING) SEE SHEET C3.1 ESTIMATED QUANTITY FOR ENTIRE PROJECT 3 1.Top nut hydrant, 725 feet ± from the centerlines intersection of the westbound lane of trunk highway no. 55 and Mohawk Drive. West side of Mowhawk Drive. Elevation = 998.180 2.Top nut hydrant, northeast quadrant of the intersection of Chippawa road and Hackamore Drive. Elevation = 1007.372 BENCHMARK Contact utility service providers for field location of services 72 hours prior to beginning grading. Geotechnical report has not yet been received, it will be provided once obtained. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior Owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE). Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). 14. 15. 16. 17. 18. 19. 20. 21. 22. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.6 for additional requirements. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. See Landscape Sheets for permanent turf and landscape establishment. Scrape adjacent streets clean daily and sweep clean weekly. Seed, Sod, Mulch and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN TYPE 22-111 @ 30.5 LB/AC - Temporary Erosion Control MN TYPE 25-151 @ 120 LB/AC - Permanent Turf Mulch MNDOT 3882 MNDOT TYPE 1 @ 2 TON/AC Disc Anchored) MNDOT 3881 General placement MNDOT 2575 Erosion Control Blanket MNDOT 3885 MNDOT TYPE 3N 4. 6. 7. 8. 9. 10. 11. 12. 13. GRADING NOTES EROSION PREVENTION AND SEDIMENT CONTROL NOTES 5 Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines. Meet and Match existing curb. Transition as needed. 24. 25. 26. PAVING NOTES GENERAL NOTES For construction staking and surveying services contact Landform at 612.252.9070. Site is located within the boundaries of the elm creek watershed management commission (ecwmc). Denotes borrow area. After material is removed contractor to bring bottom of pond to elevation shown in pond callout with grading spoil. 1. 2. 5 HWL :100 YEAR HIGH WATER LINE :Inlet Protection nn :Silt Fence (North 10,430) (South 8,400) (Chippewa 6,670) :Vehicle Tracking Pad 49 Each 3 Each 25,500 Feet :Compost or Bio Log (North 50) (South 300) (Chippewa 450) 800 Feet))))))))))))) :Erosion Control Blanket 12,000 S.Y. :Heavy Duty Silt Fence (North 5,995) (South 5,985) (Chippewa 4,725) 16,705 Feet :Wetland Impact Area :Flood Plain Impact Area :Flood Plain Mitigation Area > > >> >> > > >> >> >> >> >> >> >> >>>>>>>> >> >> >> >> > > > > >> >> >> >> >> >> >> > > ))) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) ))) ) ) ) ) )) ) ) ) ) ) )) ) ) ) ) ) ))))) ) ) )))) )) ) ) ) ) ) ) ) ) ) ) ) ) WE T L A N D 1 g 980.6 980. 6 980 . 6 980.6 WE T L A N D 1f WL 5a WL 1h 1182 ST-12 EL=990.2 ST-13 EL=991.7 ST-15 EL=989.0 980.6 9 8 0 . 6 981.5 9 8 1 . 5 981.5 98 1 . 5 9 8 1 . 5 L.P. H.P. % 7.9 % 7.5 % 2.7 % 8. 7 %5.0 % 4.5 L.P. L.P . H.P . -0+0 0 3 + 0 0 3+1 4 . 7 3 L. P . HWLHWLHWLHWLHWL H W L H W L H W L H W L HWL HW L HWL HWL HWL HWL HW L HWL % 5.2 %8.0 %8.0 % 7. 9 % 8. 5 % 9. 1 %9.2 CL C L CL CL 90.13 93 . 5 8 H.P. 90 . 2 8 %5.0 %8.4 %8.4 %8.5 %3.8 % 6.2 %1.0 %0.5 %0.55 93 . 6 1 % 2.2 G. B . % 2. 9 91 . 7 8 % 4. 1 % 1. 7 4 94.54 89 . 5 4 % 1.3 G.B . % 1.0 % 5.3 % 4.4 % 4.8 CL CL % 6.0 % 6 . 1 % 5.3 %2.0 94.0 6 EOF EO F 87 . 5 E O F %2.0 %2.0 % 1. 0 % 1. 5 % 1.2 5 % 3.3 %0.5 88.1 88 . 1 8 8 . 1 VM A VM A G B % 3.0 VMA 986 990 988 988 988 98 6 982 982 982 982 986 988 990 990 990 990 990 990 98 5 98 4 982 980 978 978 986 984 982 980 978 986 98 6 98 8 98 8 986 98 8 9 8 8 9 8 6 984 988 986 984 986 988 986988 988 988 TW=986.5 BW=984.0 TW=986.5 BW=980.0 TW=986.5 BW=980.0 TW=986.5 BW=982.0 > 92.3 89.1 88.5 96.5 96 . 0 91.092.0 94 . 0 91.7 93 . 8 91.7 91.7 89.4 95.8 89.5 97.5 95.1 89.5 95.5 88.5 94.2 91.9 89.3 94.7 95.1 94.5 95.0 95.5 92.6 94.0 91.1 92.8 85.5 86.0 87.0 87.5 90 . 7 92.2 91.4 93. 8 93.9 94. 5 95 . 7 93.7 94 . 5 94 . 7 95 . 5 94.1 93.5 92.7 91.2 90.3 90.4 92.6 91.1 94 . 3 95 . 0 95. 5 96. 2 95 . 3 97 . 5 96 . 0 9 6 . 4 96.6 9 8 . 0 96. 0 96.1 87.0 89.5 9 0 . 0 90.0 988.0 87.5 87.5 88. 0 87.7 82.9 8 4 . 1 85.5 83.2 81.9 8 8 . 9 87 . 0 83 . 7 86.6 84.0 82.2 82.4 82. 9 84. 1 84. 5 8 4 . 4 8 4 . 6 8 4 . 1 86.0 86.5 88.0 87.5 85. 2 86. 0 8 8 . 0 87.8 90 . 0 89. 5 86.35 8 2 . 9 8 8 . 5 88.5 88.5 96.3 87 . 0 86. 9 % 2.0 90.0 8 4 . 0 84.3 8 5 . 3 8 8 . 5 8 8 . 5 DR P 1C EO F EO F E O F E O F EO F EOF 87.0 HWL H W L H W L H W L HWLHWLHWLHWLHWLHWL HWL HWLHWLHWLHWLHW L HW L HWL H W L H W L H W L H W L H W L H W L H W L H W L H W L HW L HWL HWL H W L HWL H W L H W L H W L H W L H W L HWLHWLHWLHWL HW L HW L HW L HW L HW L H W L H W L H W L H W L HWL HWL HWL HWL HWL HWL HWL HWL HW L H W L HWL HWL HW L HW L H W L H W L H W L H W L HWL H W L H W L H W L HWL HWL HW L H W L HWL HW L HW L HWL HWL HWL HW L HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HW L HWL HWL HWL HWL HWL HW L HWL HW L H W L H W L H W L HW L HWL HWL H W L H W L H W L H W L H W L H W L H W L H W L HW L HW L HWL HW L H W L H W L HWLHWL HW L HW L HWL HWLHWL H W L H W L HWL HWL HWLHWLHWLHWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL HWL H W L HW L HWL HWL HWL H W L HWL HWL HW L H W L HWL HWL HWL HWL H W L HWL HWL HW L H W L HWL HWL 86.85 86.85 86.85 86 . 8 5 86 . 8 5 HWL HWL HWL HWL HWL HWL HWL HW L HWLHWL HWL HWL HWL HW L HW L HW L HW L HWL HWL HW L HW L HW L HW L HW L HWL 86 . 8 5 GF=9 9 8 . 0 990.5 FBW O 990.0 GF=9 9 5 . 5 988.0 FBW O 987.5 GF = 9 9 8 . 0 990 . 5 FB W O 990 . 0 GF = 9 9 8 . 5 99 1 . 0 FB W O 99 0 . 5 GF=99 8 . 5 991.0 FBWO 990.5 GF = 9 9 5 . 5 98 8 . 0 FB W O 98 7 . 5 GF = 9 9 6 . 0 98 8 . 5 FB W O 98 8 . 0 GF = 9 9 5 . 0 98 7 . 5 FB W O 98 7 . 0 GF = 9 9 4 . 5 98 7 . 0 FB W O 98 6 . 5 99 3 . 3 98 6 . 5 FB W O 98 6 . 0 GF = 9 9 6 . 2 988 . 7 FB W O 98 8 . 2 GF = 9 9 5 . 0 98 7 . 5 FB W O 98 7 . 0 G F = 9 9 7 . 0 9 8 9 . 5 F B W O 9 8 9 . 0 G F = 9 9 6 . 5 98 9 . 0 F B W O 98 8 . 5 G F = 9 9 6 . 0 98 8 . 5 F B W O 9 8 8 . 0 GF=995.1 989.7 FBLO 992.2 GF = 9 9 7 . 0 98 9 . 5 FB W O 98 9 . 0 GF=996.5 889.0 FBLO 991.5 GF=997.5 890.0 FBLO 992.5 GF = 9 9 6 . 0 98 8 . 5 FB W O 98 8 . 0 GF = 9 9 6 . 5 989 . 0 FB W O 988 . 5 GF = 9 9 8 . 0 99 0 . 5 FB W O 99 0 . 0 GF = 9 9 2 . 8 99 0 . 1 SE W O 98 9 . 6 GF = 9 9 8 . 0 99 0 . 5 FB W O 99 0 . 0 GF = 9 9 7 . 0 98 9 . 5 FB W O 98 9 . 0 988 9 8 8 9 8 6 988 992 992994 992 994 9 9 2 988 992 988 990 98 8 988 994 992 990 990 990 992 9 8 6 99 0 986 98 6 9 8 6 9 8 6 98 8 9 8 6 9 8 4 992 990 990 990 98 6 99 2 98 6 9 9 4 9 9 2 998 998 992 994 99 0 9 8 4 9 8 8 988 98 8 992 99 0 990 98 8 9 9 2 9 8 8 9 8 8 988987 98 5 984 9 8 7 990 98 8 98 4 98 4 . 5 9 8 6 9 8 8 986 990 994 9 9 6 9 9 6 98 8 990 988 98 6 988 990 996 994 98 8 97 6 97 8 98 0 98 2 98 3 98 4 985 98 5 985 984 986 98 6 98 8 99 0 988 990 98 4 98 6 98 2 98 2 98 1 . 5 9 8 1 . 5 98 2 982 994 986 9 9 6 9 9 2 9 9 6 9 9 6 996 99 4 98 8 9 8 8 994 996 994 990 988 99 2 996 984 DROP 3C 994 996 GF=994.4 989.7 FBLO 992.2 DROP 4C 994 99 2 992 OUTLOT A 1 2 3 4 56 7 8 BLK 2 2 1 432 3 1 2 1 4 2 3 BLK 6 1 4 9 10 5 BLK 1 4 -0+22 0+00 1+00 2+00 3+00 4+00 5+00 6+ 0 0 7 + 0 0 7 + 0 9 . 4 2 -0+2 8 0+0 0 1+0 0 7+ 0 0 8+ 0 0 9+ 0 0 10+ 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 15 + 5 0 . 4 8 FILTRATION BASIN (16P) BTM = 984.50 HWL = 987.38 POND (14P) BTM = 975.00 NWL = 984.00 HWL = 986.34 W E T 5 a H W L = 9 8 4 . 2 8 1 0 0 - Y R B - B = 9 8 7 . 8 0 WETLAND 1f HWL = 985.07 FOREBAY (13P) BTM = 979.00 NWL = 986.00 HWL = 987.66 1 6 8 ' 172' 5 0 ' 50 ' 25 ' 35'25 ' 25 ' 35 ' 35 ' 2 5 ' 50' 30' 3 0 ' 50' 3 0 ' 59' 5 0 ' BLK 3 33 ' 2 0 ' 42' OUTLOT B INV=XXX.XX C7.1 10 SILT FENCE HEAVY DUTY C7.1 5 SILT FENCE C7.1 2 FES EROSION CONTROL (TYP) BR O O K V I E W C O U R T LEAPING DEER C7.1 1 TEMPORARY COMPOST BIO LOG CIRCLE HI L L S I D E DR I V E C7.1 3,4&9 INLET PROTECTION C7.1 10 SILT FENCE HEAVY DUTY C7.1 5 SILT FENCE C7.1 10 SILT FENCE HEAVY DUTY C7.1 5 SILT FENCE C7.1 1 TEMPORARY COMPOST BIO LOG CHIPPEWA ROAD FES 1203A INV: 986.50 FES 1200 FES 1802 INV: 984.20 FES 900 FES 5 FES 8 FES 1314 INV: 986.00 MH 34 MH 35 MH 36 MH 30 MH 31 MH 32 MH 37 MH 33 CBMH 1203 CBMH 1202STMH 1201 OCS 4 STMH 1302 CBMH 1301 CBMH 1311 CB 1311A CB 1313 CBMH 1312 OCS 8 CBMH 1305 CBMH 1303 CBMH 1304 CB 1305A OCS 5 STMH 1801 INV=983.90 INV=981.73 FES 1800 INV=981.80 INV=984.50 FES 1202A INV=985.77 INV=985.00 FES 1300 INV=984.00 FES 1901 INV= 981.11 FES 1903 INV= 981.11 FES 1902 981.20 FES 1900 981.20 NORTH 0 50 100 RCH RCH RCH RCH 2021-08-16 2021-09-23 2021-11-08 2022-02-02 PROJECT NO. FILE NAME LA N D F O R M c IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY WESTON WOODS OF MEDINA SOUTH MEDINA, MINNESOTA CONSTRUCTION DOCUMENTS 02.02.2022 MEH17003 20 2 2 MARK SMITH 2120 OTTER LAKE DRIVE SAINT PAUL, MINNESOTA 55110 TEL (612) 490-0558 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Randall C. Hedlund License No:Date: CD's FOR FINAL PLAT SUBMITTAL CITY REVIEW COMMENTS REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21 REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21 C303MEH003.dwg GRADING, DRAINAGE & EROSION CONTROL C3.3 SE E S H E E T C 3 . 1 SYMBOL DESCRIPTION LEGEND SYMBOL DESCRIPTION 910 908 :MAJOR CONTOUR (PROPOSED) :MINOR CONTOUR (PROPOSED) :MAJOR CONTOUR (EXISTING) :MINOR CONTOUR (EXISTING) :Pavement Sawcut :Construction Limits ESTIMATED QUANTITY FOR ENTIRE PROJECT Contact utility service providers for field location of services 72 hours prior to beginning grading. Geotechnical report has not yet been received, it will be provided once obtained. Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for use on site and replaced with excess organic material with prior Owner approval. Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet and unstable. Rough grade Building Pad to 12 Inches below Finished Floor Elevation (FFE). Refer to Structural Specifications for earthwork requirements for building pads. An Independent Testing Firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provide periodic reports to the Owner. Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compaction throughout the lift. Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). 14. 15. 16. 17. 18. 19. 20. 21. 22. Install perimeter sediment controls prior to beginning work and maintain for duration of construction. Remove controls after areas contributing runoff are permanently stabilized and dispose of off site. Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized. Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas. Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to prevent erosion and control sediment carried by wind or water. Refer to SWPPP Notes on Sheet C3.6 for additional requirements. Contractor shall prevent sediment laden water from entering the filtration / infiltration system until the site is completely stabilized. All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the site where construction has temporarily or permanently ceased. See Landscape Sheets for permanent turf and landscape establishment. Scrape adjacent streets clean daily and sweep clean weekly. Seed, Sod, Mulch and Fertilizer shall meet the following Specifications, as modified. Item Specification Number Sod MNDOT 3878 Seed MNDOT 3876 MN TYPE 22-111 @ 30.5 LB/AC - Temporary Erosion Control MN TYPE 25-151 @ 120 LB/AC - Permanent Turf Mulch MNDOT 3882 MNDOT TYPE 1 @ 2 TON/AC Disc Anchored) MNDOT 3881 General placement MNDOT 2575 Erosion Control Blanket MNDOT 3885 MNDOT TYPE 3N 4. 6. 7. 8. 9. 10. 11. 12. 13. GRADING NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTES 5 Spot Elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins. Grades between proposed spot elevations shall be continuous and nonvariable. Spot Elevations shall govern over contour lines. Meet and Match existing curb. Transition as needed. 24. 25. 26. PAVING NOTES NO SCALE TYPICAL LOT DETAIL1 NOTES: 1. GARAGE LOCATION INDICATED BY DRIVEWAY. : REAR ELEVATION : BUILDING TYPE : MINIMUM BASEMENT ELEVATION : FRONT GARAGE FLOOR ELEVATION : DRP 1' DENOTES DISTANCE GARAGE FLOOR IS DROPPED FROM TYPICAL. DRP 1' MAIN STREET BLK 1 5 X 105.0 X 105.0 X 106.5 X 106.5 DENOTES PROPOSED LOT CORNER ELEVATIONS DENOTES DRAINAGE & UTILITY EASEMENT 20' FRONT 10' SIDE 10' REAR UNLESS SHOWN OTHERWISE DENOTES BUILDING SETBACKS BUILDING TYPES: FBWO = FULL BASEMENT WALK OUT FBLO = FULL BASEMENT LOOK OUT SEWO = SPLIT ENTRY WALK OUT FB = FULL BASEMENT DENOTES DRAINAGE FLOW 4. 5 % DENOTES DRIVEWAY SLOPE GF=108.5 100.0 FB 108.3 5 HWL :100 YEAR HIGH WATER LINE 3 1.Top nut hydrant, 725 feet ± from the centerlines intersection of the westbound lane of trunk highway no. 55 and Mohawk Drive. West side of Mowhawk Drive. Elevation = 998.180 2.Top nut hydrant, northeast quadrant of the intersection of Chippawa road and Hackamore Drive. Elevation = 1007.372 BENCHMARK GENERAL NOTES For construction staking and surveying services contact Landform at 612.252.9070. Site is located within the boundaries of the elm creek watershed management commission (ecwmc). Denotes borrow area. After material is removed contractor to bring bottom of pond to elevation shown in pond callout with grading spoil. 1. 2. :Inlet Protection nn :Silt Fence (North 10,430) (South 8,400) (Chippewa 6,670) :Vehicle Tracking Pad :Compost or Bio Log (North 50) (South 300) (Chippewa 450) ))))))))))))) :Erosion Control Blanket :Heavy Duty Silt Fence (North 5,995) (South 5,985) (Chippewa 4,725) :Wetland Impact Area :Flood Plain Impact Area :Flood Plain Mitigation Area 49 Each 25,500 Feet 800 Feet 16,705 Feet 0+ 0 0 OUTLOT A OUTLOT B 1 2 3 4 56 7 8 BLK 2 6 5 3 4 2 1 7 8 432 3 1 2 1 4 2 3 BLK 6 BLK 4 BLK 5 1 1 2 3 45 6 7 9 10 9 5 BLK 1 4 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 -0+22 0+00 1+00 2+00 3+00 4+00 5+00 6+ 0 0 7 + 0 0 7 + 0 9 . 4 2 -0+2 8 0+0 0 1+0 0 2+0 0 2+3 7 . 0 2 -0+50 0+00 1+00 2+00 3+00 4+00 5+0 0 6+0 0 7+ 0 0 8+ 0 0 9+ 0 0 10+ 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 15 + 5 0 . 4 8 FILTRATION BASIN (16P) BTM = 984.50 HWL = 987.38 POND (18P) BTM = 978.00 NWL = 986.00 HWL = 987.26 IRRIGATION POND (20P) BTM = 975.00 NWL = 984.00 HWL = 986.26 POND (14P) BTM = 975.00 NWL = 984.00 HWL = 986.34 PROPOSED 100-YR HWL = 981.94 OUTLOT C WET 1h HWL = 983.84 WETLAND 5b HWL = 983.37 100-YR B-B = 984.28 W E T 5 a H W L = 9 8 4 . 2 8 1 0 0 - Y R B - B = 9 8 7 . 8 0 WETLAND 1f HWL = 985.07 POND 3 HWL = 990.80 FOREBAY (13P) BTM = 979.00 NWL = 986.00 HWL = 987.66 BLK 3 OUTLOT B 1 40' BR O O K V I E W LA N E OUTLOT EOUTLOT E CABX OE OE G G G G G G G G G G G G > > > > > > > > > > I I I I I I I I I I I I I > I 33 33 33 3333 33 468.00 46 8 . 0 0 59 0 . 0 0 980. 6 980.6 ST-11 EL=997.4 ST-12EL=990.2 ST-13 EL=991.7 ST-14 EL=988.3 ST-15 EL=989.0 ST-16 EL=990.5 980.6 98 0 . 6 98 1 . 5 981.5 981.5 981.5 > > > >> >> > > > > > > > > > > > > > > > > >> > > >> >> >> SAN SAN >> >> >> >>>> > > > > > > SA N >> > > >> > > > > >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >> >> >> >> >> > > > > >> >> >> >> >> >> >> > > 8" WAT. 8" WAT . 8" W A T . 8" W A T . 8" W A T . 8" WAT. 8" W A T . 8" W A T . 8" W A T . SAN SAN SAN SA N SAN S A N SA N SAN SA N SA N SAN 8" W A T . 8" W A T . 8" W A T . >> 12" WA T . 12" WAT. >> >> MH 2 STUB 8" WATER CO N N E C T W I T H CO N S T R U C T I O N OF C H I P P A W A R O A D FES 1202A CBMH 1202CBMH 1203 FES 1203A FES 1200 OCS 5 FES 5 FES 1802 FES 1800 STMH 1801 FES 1314 CB 1313 CBMH 1312 CB 1311A CBMH 1311CBMH 1301 FES 1300 STMH 1302 CBMH 1303 CBMH 1304 CBMH 1305 CB 1305A CB 1503B CBMH 1503 CB 1503A CBMH 1502 FES 1500 CBMH 1501 CBMH 1501A CB 1501B FES 1601 FES 1600 BOX CULVERT 1 BOX CULVERT 2 BOX CULVERT 3 BOX CULVERT 4 BOX CULVERT 5 MH 33 MH 32 MH 34 MH 35 MH 36 MH 31 MH 30 MH 38 MH 37 MH 29 MH 28 MH 27 MH 26 OCS 7 FES 7 OCS 6FES 6 OCS 8 FES 8 STMH 1201 CIRC L E LEAPING DEER HILLSIDE DR I V E BR O O K V I E W C O U R T CHIPPEWA ROAD FES 10 OCS 10 RCH RCH RCH RCH 2021-08-16 2021-09-23 2021-11-08 2022-02-02 PROJECT NO. FILE NAME LA N D F O R M c IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY WESTON WOODS OF MEDINA SOUTH MEDINA, MINNESOTA CONSTRUCTION DOCUMENTS 02.02.2022 MEH17003 20 2 2 MARK SMITH 2120 OTTER LAKE DRIVE SAINT PAUL, MINNESOTA 55110 TEL (612) 490-0558 I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Randall C. Hedlund License No:Date: CD's FOR FINAL PLAT SUBMITTAL CITY REVIEW COMMENTS REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21 REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21 NORTH 0 100 200 C400MEH003.dwg UTILITY SCHEMATIC /UTILITY NOTES/ SERVICE & STORM SCHEDULE C4.0 STORM SEWER SCHEDULE NUMBER DIAM.CASTING DETAIL SERVICE SCHEDULE (SOUTH) STMH 1201 CBMH 1202 CBMH 1203 CBMH 1301 (SUMP) CBMH 1311 CB 1311A CBMH 1312 CBMH 1313 STMH 1302 CBMH 1303 CBMH 1304 CBMH 1305 CB 1305A CBMH 1501A CB 1501B CBMH 1502 CBMH 1503 CB 1503A CB 1503B STMH 1801 FES 1200 FES 1202A FES 1203A FES 1300 FES 1314 FES 1500 FES 1600 FES 1601 FES 1800 FES 1802 FES 5 FES 6 FES 7 FES 8 OCS 5 OCS 6 OCS 7 OCS 8 48" 48" 48" 48" 2'x3' 2'x3' 2'x3' 2'x3' CBMH 1501 2'x3' 2'x3' 2'x3' 2'x3' 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 48" 18" RCP APRON 15" RCP APRON 15" RCP APRON 21" RCP APRON 18" RCP APRON 21" RCP APRON 12" RCP APRON 12" RCP APRON 15" RCP APRON 12" RCP APRON 15" RCP APRON 12" RCP APRON 12" RCP APRON 12" RCP APRON R-1642-B R-1642-B R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-3067-VB R-1642-B R-3067-V R-3067-V R-3067-V R-3067-V GALVANIZED GALVANIZED GALVANIZED GALVANIZED NA NA NA NA NA NA NA NA NA NA NA NA NA NA STO-8 &9 STO-8 &9 STO-8 &9 STO-8 &9 STO-8 &9 STO-8 &9 STO-8 &9 STO-8 &9 STO-8 &9 STO-8 STO-8 STO-8 STO-8 STO-8 &9 STO-1 STO-1 STO-1 STO-4 STO-4 STO-4 STO-04 STO-4 STO-4 STO-4 STO-4 STO-4 STO-4 STO-05 STO-04 STO-04 STO-04 STO-05 STO-05 STO-05 STO-5 C7.6/1 C7.6/2 C7.6/3 C7.6/4 OCS 10 48"GALVANIZED C7.6/5 UTILITY SCHEMATIC (SOUTH)1 Denotes 4" rigid insulation Pipe Materials Watermain 6" DIP Class 52-Hydrant Leads, 8" PVC C900 & 12" PVC C900 -Main Lines (ANSI A21.51/AWWA C151) Water Service 1" Copper Type K (ASTM B88) Curb Stop shall be adjusted to an elevation of 2" below finished grade. See detail SER-01. Sanitary Sewer 8" PVC SDR 35 (ASTM: D3034, D2665, & F891) Sanitary Sewer Service 4" PVC SCHEDULE 40 (ASTM: D1785, D3034, D2665, & F891) Storm Sewer RCP 12"-18" CLASS 5 (ASTM C76) RCP 21" CLASS 4 (ASTM C76) RCP 24"-48" CLASS 3 (ASTM C76) Draintile 6" Perforated Polyethylene HDPE (ASTM F667), PVC (ASTM D2729) 1' Behind Curb with a 6"x4" Tee & 4" PVC To Property Line For Home Sump Pump Connection. See C7.4/5. Contact Utility Service providers for field location of services 72 hours prior to beginning. Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities. Contractor to notify Engineer immediately if there is any discrepancy. Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact Engineer immediately if any conflicts are discovered. Provide means and measures to protect adjacent property from damage during utility installation. Pipe lengths shown are from center of structure to center of structure or end of end section. Install tracer wire with all non-conductive utilities in accordance with City of Medina Standards. Connect to City Utilities in accordance with City of Medina Standards. Contact Steve Scherer, City of Medina Public Works Department, at 763.473.8842 for Wet Tap inspection. Maintain 7.5 Feet of cover on water. Deflect water to maintain 18-inch minimum outside separation at sewer crossings. Center pipe lengths to provide greatest separation between joints. Contact Steve Scherer, City of Medina Public Works Department, at 763.473.8842 for flushing and pressure test inspections. All joints and connections in the storm sewer system shall be gastight or water tight. Approved resilient rubber joints must be used to make watertight connections to manholes, catch basins, and other structures. Catch basins in curb and gutter are sumped 2 inches below the gutter grade. Refer to Detail STR-03 & STR-04 on Sheet C7.X. Irrigation sleeve to be 4" Schedule 80 PVC buried 24" below grade. Extend sleeves 3' beyond the edge of pavement. Mark each end of sleeve with 3/4" rebar 12" below finish grade. (coordinate with irrigation contractor.) Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet which shall be compacted to 100%. compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimum moisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of Modified Proctor Density (ASTM D1557). Adjust structures to final grade where disturbed. Comply with requirements of Utility. Meet requirements for traffic loading in paved areas. Reserved Coordinate with private utilities to provide electric, natural gas, and communications services. The City of Medina shall not be responsible for any additional costs incurred that are associated with variations in the utility as-built elevations. All utility connections shall be verified in the field. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City’s standards. All watermain and sanitary sewer testing shall be done in accordance with the City of Medina standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. Televise sanitary sewer following installation per City guidelines 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. GENERAL NOTES UTILITY NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. 1.TOP NUT HYDRANT, 725 FEET ± FROM THE CENTERLINES INTERSECTION OF THE WESTBOUND LANE OF TRUNK HIGHWAY NO. 55 AND MOHAWK DRIVE. WEST SIDE OF MOWHAWK DRIVE. ELEVATION = 998.180 2.TOP NUT HYDRANT, NORTHEAST QUADRANT OF THE INTERSECTION OF CHIPPAWA ROAD AND HACKAMORE DRIVE. ELEVATION = 1007.372 BENCHMARK >> OE OE OE OE OE OE OE OE OE OE OE OE OE OE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G OTV G OT V >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> 980.6 980. 6 980. 6 980. 6 980. 6 980. 6 980 . 6 980.6 408409 435437 442 454455 456 463 486 487 498 499 500 501502503 504 505 506 515516517 518 525 531 536 537 538539 544 545 552 576 592593 401 402 403 404 405 406 407 410 411 412413 414415 416 417 418 419 420 421 422 423 424 425 426 427428429430 431 432 433 434 436438 439440 441 443444 445 446447 448 449 450451 452453 457458 459 460 461 462 464465 466 467 468 469470 471 472473 474475476 477 478 479 480 481482 483 484 485 488489 490 491 492 493494 495 496497 507508 509510 511 512513 514 519 520521 522 523 524 526 527 528 529 530 532533 534535 540 541 542 543 546 547 548 549 550 551 553 554555 556 557 558 559 560561 562 563 564 565566 567 568569 570 571 572 573 574 575 577 578 579 580581 582583 584585 586 587 588589 590 591 594 595596 597 598 599 600 601 602 603604 605 606 607 608 609 610 611 612 613 614 615 616617 618 619620 621 622623624 625626 627 628 > 801 802 803 804 805 806 807 808 809 810 811812813814 815 816817 818819 820821 822823 824 825826827 828 829 830 831832833 834 835 836837838 839 840 843844845 846847 848849 850 851 852853 854 858 859860 861 862 863864 871 872 873 874 875 876877878 879 880881882 883 884 885 886 887 888 889 890891 892 893 894 895 896 897 898 899 900 901 902 903 904 905 906907908 909 910 911912 913 914915 916 917 918 919 920921 922 923 924 925926927928 929 930 931 932 933934 935 936937938 939 940941942943 944 945946 947948949 950 951 952 953 954955 956 960 961 962963 981 1003 1004100510061007 10081009 1010 1011 10121013 1014 1015 1016 10171018 10191020 1021 1022 1023 1024 1025 1040 1041 1042 1049 1050 1061 1063 1065 1066 1090 1099 1100 1101 1102 1103 1104 11051106 11071108 1109 1110 1111 1114 1115111611171118 1122 1123 1124 1127 1128 1129113011311132 1133 1134 1135 11361137 113811391140 1141 114211431144114511461147 1148 1149 1150 1151 1152 1153 115711581159 1385 ST-11 EL=997.4 ST-12EL=990.2 ST-13 EL=991.7 ST-14 EL=988.3 ST-15 EL=989.0 ST-16 EL=990.5 1535 15361537 15381539 1540 1541 15421543 1544 1545 1546 1547 1548 154915501551 1552155315541555155615571558 1559 15601561 1562 1563 15641565 1566 1567 1568 1611 1612 1613 16141615 16881689 1690 1691 1692 1693 1694 1695 1696 16971698 1699 1700 1701 1702 1703 17041705 1706 1707 170817091710 1711 1712 17131714 17151716 1717 1718 1719 1720 1721 17221723 17241725 1726 1727 1728 1729 1730 17311732 1733 17341735 1736 1737 1738 17391740 1741 1774 1775 1776 17771778 1779 1780 1781 1782 1783 1784 1785 1786 1787 1788 1789 1790 1791 1792 1793 1794 1795 1796 1797 179817991800 18011802 18031804 1805 1806 18071808 18091810 1811 18121813 1814 1815 18161817 1818 1819 18201821 1822 1824 1825 1826182718281829 1830 1867 1868 1869 1870 1871 1872 1873 18741875 1876 1877 1878 1879 1880 1881 1882 18831884 1885 1886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907190819091910 1911 19121913 1914 1915 1916 1917 1918 1919 1920 1921 1922 1923 19241925 1926 1927 1928 1929 1930 1931193219331934 1935 19361937193819391940 194119421943 1944 1945 19461947 19481949 1950 1960 19611962 1963 1964 1965 19661967 1968 1969 19701971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 19821983 1984 1985 1986 1987 1988 1989 1990 1991 19921993 1994 1995 1996 19971998 1999 2000 20012002 20032004 2005 20062007 200820092010 2011201220132014 2015 20162017 2018 2019 202020212022 20232024 2025 202620272028 202920302031 2032 20332034 20352036 2037 2038 2039 2040 2041 204220432044 2045 2046 2047 2048 2049 2050 2051 20522053 2054 2055 20562057 2058 2059 2060 206120622063 2064 2065 2066 206720682069 2070 2071 2072 2073 20742075 2076 2077 2078 2079 2080 20812082 2083 2084 208520862087 2088 2089 20902091 980.6 98 0 . 6 980. 6 9 8 0 . 6 981 . 5 98 1 . 5 981. 5 98 1 . 5 981.5 981.5 9 8 1 . 5 981.5 9 8 1 . 5 4 THOC 1 LALA 3 PIGL 1 ABBA 1 LALA 1 ABBA 3 PIGL 3 ABBA 2 PIGL 2 ABBA3 PIGL1 PIST 6 PIGL 3 PIGL 1 LALA 2 PIST 3 ABBA 1 LALA 1 LALA 1 PIGL 1 ABBA 2 LALA 3 THOC 3 PIGL 4 THOC 10 PIGL (3) PIST (4) ABBA (3) PIST (4) ABBA (3) PIST (2) ABBA STS >> STS >> STS >> ST S >> STS >> STS >> STS>>STS>>STS>> ST S >> ST S ST S >> S T S > > S T S > > S T S > > ST S >> ST S >> ST S >> ST S >> ST S >> ST S >> ST S >> ST S >> ST S >> ST S >> STS >>STS >>STS >> ST S >> STS >>STS >>STS >> ST S >> >> OE OE OE OE OE OE OE OE OE OE OE OE OE OE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G OTV G OT V >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> 980.6 980. 6 980. 6 980. 6 980. 6 980. 6 980 . 6 980.6 408409 435437 442 454455 456 463 486 487 498 499 500 501502503 504 505 506 515516517 518 525 531 536 537 538539 544 545 552 576 592593 401 402 403 404 405 406 407 410 411 412413 414415 416 417 418 419 420 421 422 423 424 425 426 427428429430 431 432 433 434 436438 439440 441 443444 445 446447 448 449 450451 452453 457458 459 460 461 462 464465 466 467 468 469470 471 472473 474475476 477 478 479 480 481482 483 484 485 488489 490 491 492 493494 495 496497 507508 509510 511 512513 514 519 520521 522 523 524 526 527 528 529 530 532533 534535 540 541 542 543 546 547 548 549 550 551 553 554555 556 557 558 559 560561 562 563 564 565566 567 568569 570 571 572 573 574 575 577 578 579 580581 582583 584585 586 587 588589 590 591 594 595596 597 598 599 600 601 602 603604 605 606 607 608 609 610 611 612 613 614 615 616617 618 619620 621 622623624 625626 627 628 > 801 802 803 804 805 806 807 808 809 810 811812813814 815 816817 818819 820821 822823 824 825826827 828 829 830 831832833 834 835 836837838 839 840 843844845 846847 848849 850 851 852853 854 858 859860 861 862 863864 871 872 873 874 875 876877878 879 880881882 883 884 885 886 887 888 889 890891 892 893 894 895 896 897 898 899 900 901 902 903 904 905 906907908 909 910 911912 913 914915 916 917 918 919 920921 922 923 924 925926927928 929 930 931 932 933934 935 936937938 939 940941942943 944 945946 947948949 950 951 952 953 954955 956 960 961 962963 981 1003 1004100510061007 10081009 1010 1011 10121013 1014 1015 1016 10171018 10191020 1021 1022 1023 1024 1025 1040 1041 1042 1049 1050 1061 1063 1065 1066 1090 1099 1100 1101 1102 1103 1104 11051106 11071108 1109 1110 1111 1114 1115111611171118 1122 1123 1124 1127 1128 1129113011311132 1133 1134 1135 11361137 113811391140 1141 114211431144114511461147 1148 1149 1150 1151 1152 1153 115711581159 1385 ST-11 EL=997.4 ST-12EL=990.2 ST-13 EL=991.7 ST-14 EL=988.3 ST-15 EL=989.0 ST-16 EL=990.5 1535 15361537 15381539 1540 1541 15421543 1544 1545 1546 1547 1548 154915501551 1552155315541555155615571558 1559 15601561 1562 1563 15641565 1566 1567 1568 1611 1612 1613 16141615 16881689 1690 1691 1692 1693 1694 1695 1696 16971698 1699 1700 1701 1702 1703 17041705 1706 1707 170817091710 1711 1712 17131714 17151716 1717 1718 1719 1720 1721 17221723 17241725 1726 1727 1728 1729 1730 17311732 1733 17341735 1736 1737 1738 17391740 1741 1774 1775 1776 17771778 1779 1780 1781 1782 1783 1784 1785 1786 1787 1788 1789 1790 1791 1792 1793 1794 1795 1796 1797 179817991800 18011802 18031804 1805 1806 18071808 18091810 1811 18121813 1814 1815 18161817 1818 1819 18201821 1822 1824 1825 1826182718281829 1830 1867 1868 1869 1870 1871 1872 1873 18741875 1876 1877 1878 1879 1880 1881 1882 18831884 1885 1886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907190819091910 1911 19121913 1914 1915 1916 1917 1918 1919 1920 1921 1922 1923 19241925 1926 1927 1928 1929 1930 1931193219331934 1935 19361937193819391940 194119421943 1944 1945 19461947 19481949 1950 1960 19611962 1963 1964 1965 19661967 1968 1969 19701971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 19821983 1984 1985 1986 1987 1988 1989 1990 1991 19921993 1994 1995 1996 19971998 1999 2000 20012002 20032004 2005 20062007 200820092010 2011201220132014 2015 20162017 2018 2019 202020212022 20232024 2025 202620272028 202920302031 2032 20332034 20352036 2037 2038 2039 2040 2041 204220432044 2045 2046 2047 2048 2049 2050 2051 20522053 2054 2055 20562057 2058 2059 2060 206120622063 2064 2065 2066 206720682069 2070 2071 2072 2073 20742075 2076 2077 2078 2079 2080 20812082 2083 2084 208520862087 2088 2089 20902091 980.6 98 0 . 6 980. 6 9 8 0 . 6 981 . 5 98 1 . 5 981. 5 98 1 . 5 981.5 981.5 9 8 1 . 5 981.5 9 8 1 . 5 OUTLOT A OUTLOT B 1 2 3 4 56 7 8 BLK 2 6 5 3 4 2 1 7 8 432 3 1 2 1 4 2 3 BLK 6 BLK 4 BLK 5 1 1 2 3 45 6 7 8 9 10 9 5 BLK 1 4 FILTRATION BASIN (16P) POND (18P) IRRIGATION POND (20P) POND (14P) PROPOSED 100-YR HWL = 981.94 OUTLOT C WET 1h WET 4 WETLAND 5b W E T 5 a WETLAND 1fPOND 3 OUTLOT D FOREBAY (13P) BLK 3 OUTLOT B 40' BR O O K V I E W LA N E OUTLOT EOUTLOT E STS >> STS >> STS >> ST S >> STS >> STS >> STS>>STS>>STS>> ST S >> ST S ST S >> S T S > > S T S > > S T S > > ST S >> ST S >> ST S >> ST S >> ST S >> ST S >> ST S >> ST S >> ST S >> ST S >> STS >>STS >>STS >> ST S >> STS >>STS >>STS >> ST S >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 2.0% 2.0% > > > 2.0 % 2. 0 % 2. 0 % > > W RE U S E I R R I G A T I O N L I N E RE U S E IR R I G A T I O N LI N E RE U S E IR R I G A T I O N LIN E REU S E I R R I G A T I O N L I N E RE U S E I R R I G A T I O N L I N E RE U S E I R R I G A T I O N L I N E RE U S E I R R I G A T I O N L I N E RE U S E I R R I G A T I O N L I N E REUSE IRRIGATION LINE RE U S E I R R I G A T I O N L I N E IRRIGATION FILTRATION AND PUMP HOUSE AND BACKUP WELL L7.1 4 Wetland Sign (Typ.) L7.1 4 Wetland Sign (Typ.) TREES QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. 84 Overstory Tree 60`H x 30`W 2"Cal B & B 17 Privacy and Boulevard Tree 60`H x 40`W 2"Cal B & B EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME MATURE SIZE PLANTING SIZE ROOT COND. ABBA 23 Abies balsamea / Balsam Fir 60`H x 30`W 6` Ht.B & B LALA 7 Larix laricina / Tamarack 70`H x 50`W 6` Ht.B & B PIGL 34 Picea glauca / White Spruce 50`H x 20`W 6` Ht.B & B PIST 12 Pinus strobus / Eastern White Pine 70` H x 40` W 6` Ht.B & B THOC 7 Thuja occidentalis / American Arborvitae 40`H x 15`W 6` Ht.B & B PLANT SCHEDULE SOUTH-BUFFER REUSE IRRIGATION LINE NORTH 0 100 200 RCH RCH RCH RCH 2021-08-16 2021-09-23 2021-11-08 2022-02-02 PROJECT NO. FILE NAME LA N D F O R M c IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. PROJECT CERTIFICATION 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC. DATE ISSUE / REVISION REVIEW CONTACT ENGINEER FOR ANY PRIOR HISTORY ISSUE / REVISION HISTORY DEVELOPER MUNICIPALITY WESTON WOODS OF MEDINA SOUTH MEDINA, MINNESOTA CONSTRUCTION DOCUMENTS 02.02.2022 MEH17003 20 2 2 MARK SMITH 2120 OTTER LAKE DRIVE SAINT PAUL, MINNESOTA 55110 TEL (612) 490-0558 CD's FOR FINAL PLAT SUBMITTAL CITY REVIEW COMMENTS REV. PER CITY REVIEW COMMENTS #1 DATED 09.14.21 REV. PER CITY REVIEW COMMENTS #2 DATED 12.09.21 L201MEH003.dwg LANDSCAPE PLAN SOUTH L2.1 Contact Utility Service providers for field location of services 72 hours prior to beginning. Coordinate installation with Contractors performing related work. Seed mixture (BWSR Mesic Short Urban South and West) as defined by the MN Board of Water and Soil Resources. Native Seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation. Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. For discrepancy between the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern. All existing deciduous/coniferous trees are to be trimmed of dead wood and pruned to a natural uniform shape. Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard. Spread a minimum of 4 inches of topsoil and seed/sod all turf areas disturbed by Construction. Protective fencing should be installed around all planted trees. See L7.1 sheet for Detail. Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. Install a 4-foot diameter shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Vinyl edging is not required, unless noted otherwise. In-ground irrigation systems may not connect to city water, they must connect to pond or well water. All disturbed areas in the wetland buffers must be restored with native vegetation, and restoration must be maintained and replanted as needed for a duration of not less than the first two full growing seasons after planting. Wetland buffer signs to be installed at a minimum one per lot, on all common lot lines, and placed every 250' thereafter. Sod areas from back of curb to 20' beyond building footprint, provide turf seed (MNDOT 25-151 Residential Turf) for all other turf areas. The Site should be mulched and disc-anchored following packing using MnDOT Type 3 weed free mulch, at a rate of 2.0 tons per acre. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. GENERAL NOTES LANDSCAPE NOTES LANDSCAPE R1 - R3 LANDSCAPE - BUFFER YARDS Area E F G H Proposed Developement R3 R3 R1 R1 R1 Required Buffer Yard Opacity 0.1 0.2 0.3 0.3 0.1 Width of Buffer Yard 25 20 30 20 20 Minimum Planting Points per 100 Lineal Feet 68 173 252 320 73 Length of Buffer Yard 457' 223' 431' 432' 546' Total Points Required 311 385 1086 1382 399 Total Overstory Trees Provided (50 planting points each) 17 8 22 28 8 Total Medium Deciduous / Coniferous Trees Provided (20 planting Points each) 0 0 0 0 0 E F G H LEGEND Adjacent District Comm R2 R3 R3 R2 BWSR Mesic Short Urban South and West 45.95 lbs/acre PLANT SCHEDULE E E H G GF II Irrigation Line 13. 13. (Typ) 13. (Typ) 13. (Typ) I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Landscape Architect under the laws of the state of MINNESOTA. Signature shown is a digital reproduction of original. Wet signed copy of this plan on file at Landform Professional Services, LLC office and is available upon request. Joshua K. Popehn License No:Date: H I HIG H W A Y 5 5 MO H A W K D R I V E BRO O K V I E W C O U R T HIL L S I D E D R I V E LEAPING DEER LANE CHIPPEWA ROAD 14. 15. 14. 15. 14. Wetland Buffer Wetland Buffer Wetland Buffer Wetland Buffer 14. 15. (Typ) (Typ) Wetland Buffer Wetland Buffer 14. Wetland Buffer 14. Wetland Boundary This Landscape Plan has been developed to meet three landscaping requirements as defined by code: (A) Lot landscaping for R-1, R-2, R-3 zoning, (B) Buffer Yards, and (C) Privacy and Boulevard Trees. For construction Staking and Surveying services contact Landform at 612.252.9070. 1. 2. A B C R-1 Zoning - tree locations have been provided as a guide for required landscaping at the time of home construction. A generic tree symbol is used in these instances. Tree species selection for these must conform with the provided list. No species should comprise more than 25% of the total planting. Buffer Yards - tree locations and species have been provided to conform with City calculations and requirements. Any modifications to this plan must be approved by the City of Medina at the time of building permit. Privacy and Boulevard Trees - tree locations have been provided for additional privacy and boulevard trees. Tree species selection for these must conform with the provided list. No species should comprise more than 25% of the total planting. C (Typ) Limits of Disturbance Delineated Wetland Limits of Disturbance Silt Fence Wetland Buffer 15. (Typ) Limits of Disturbance Silt Fence 14. Delineated Wetland Delineated Wetland Wetland Buffer Limits of Grading Provide sod from back of curb to 20' behind building footprint. For other turf areas seed with mix: MNDOT 25-151 Residential Turf (120 lbs/acre) ACCEPTABLE TREE SPECIES SELECTION Deciduous Trees Ash, Black (Fraxinus nigra) Aspen, bigtooth (Populus grandidentata) Aspen, quaking (Populus tremuloides) Basswood, American (Tilia americana) Birch, paper (Betula papyrifera) Birch, river (Betula nigra) Birch, yellow (Betula alleghaniensis) Cherry pin (Prunus pensylvanica) Elm, American (Ulmus americana)* Hickory, bitternut (Carya cordiformis) Honeylocust (Gleditsia triacanthos) Hornbeam, American (Carpinus caroliniana) Ironwood (Ostrya virginiana) Maple, Sugar (Acer saccharum) Maple, Red (Acer rubrum) *cultivars resistant to Dutch Elm Disease Coniferous Trees Cedar, Northern White (Thuja occidentalis) Fir, Balsam (Abies balsamea) Spruce, White (Picea glauca) Pine, Eastern White (Pinus strobus) Oak, Red (Quercus rubra) Oak, White (Quercus alba) Oak, Bur (Quercus macrocarpa) Oak, Swamp White (Quercus bicolor) Walnut, Black (Salix nigra) 16. 16. (Typ) 16.(Typ) 16. (Typ) 16. This area represents the final condition of the plan approved during Preliminary Plat. The layout may change based on final product. A. (Typ) A. (Typ) A. (Typ) MNDOT 25-131 Low Maintenance Turf 220 lbs/acre 17. 17. (Typ) 17. (Typ) 17. (Typ) 5.4 Acres / 250 lbs seed Sod = 6.2 Acres Seed = 4.2 Acres / 498 lbs seed 0.3 Acres / 55 lbs seed Quantity MnDOT Type 3 weed free mulch will be used for erosion control and stabilization on all seeded areas 2.0 tons per acre17.9.8 Acres total seeded area / 20 tons mulch McDonald’s – 822 Hwy 55 Page 1 of 7 March 8, 2022 CUP Amendment Planning Commission MEMORANDUM TO: Planning Commission FROM: Debra Dion, Associate Planner DATE: March 3, 2022 MEETING: March 8, 2022, Planning Commission Meeting SUBJ: Public Hearing – Landform on Behalf of McDonald’s – 822 Hwy 55 – Conditional Use Permit Amendment Review Deadline Application Received: February 24, 2022 60 Day Review Deadline: April 24, 2022 Summary of Request On behalf of McDonalds, USA, LLC, Landform requests a conditional use permit amendment. The McDonald’s restaurant currently has a single lane drive-through. The proposed modifications are to allow for two lanes, which widens and lengthens the drive-through in its current location. The subject property is located at 822 State Highway 55, which is located at the NW corner of 116/55. Background/History Current city regulations permit restaurants in the CH zoning district and drive-through lanes with a CUP. On March 18, 1997, a CUP was approved for the McDonalds restaurant and the drive- through lane was part of the approval. At that time in 1997, the CUP did not mention the drive- through lane, other than it was part of the overall project. Staff assumes that it was similarly permitted as part of the CUP. Drive-throughs are “conditional uses”, which is the reason for the amendment since they are requesting to expand. In 1997 Resolution 97-07 was passed placing specific conditions on the McDonald’s restaurant such as noting the number of employees, standard regulations, and that they shall not have outside bells or loudspeakers on the property. Staff is recommending to rescind and replace the old Conditional Use Permit with new conditions. An aerial of the site and surrounding properties can be found on the following page. McDonald’s – 822 Hwy 55 Page 2 of 7 March 8, 2022 CUP Amendment Planning Commission McDonald’s – 822 Hwy 55 Page 3 of 7 March 8, 2022 CUP Amendment Planning Commission Conditional Use Permit Review The subject property is 2 acres in size and is currently zoned CH, Commercial Highway. The Properties to the west, east, and south are also zoned CH. The property to the north is zoned IP, Industrial Park. A zoning map of the surrounding lands can be found on the following page. Project Area The area outlined in red dots on the left below is the “demolition sheet” which shows removal of concrete sidewalks, curbing, walkways, signage, and parking. This area proposes to remove four parking spaces to make room for the drive-through expansion. The aerial next to it provides a closer look at the proposed area north of the McDonald’s building and where the main area is going to be reconstructed. The proposed two (2) lane drive-through will not go past the northern curb shown on the aerial map below. It will be demolished as part of the project, but the new lanes will not go past that location. McDonald’s – 822 Hwy 55 Page 4 of 7 March 8, 2022 CUP Amendment Planning Commission Proposed Site Plan The drive-through is currently located along the north side of the building and flows around the west side of the building and then to the south and exits out onto County Road 116 to the east, or a vehicle can go full circle and exit out through the north. The proposed two (2) lane drive-through is widening by bringing the lanes closer to the building and creating a different angle as it circulates around the building. The current setback requirement for drive-through lanes is 25 feet. The setback to the north remains the same as was previously approved in 1997, however it doesn’t meet the 25’requirement. In 1998 the City took roadway easements from the property owner in anticipation of a future roadway. The roadway was later built, which brought it out of compliance. This area goes east-west for approximately 53 feet in length along the outer curve of the drive-through lane. This amendment will not be reducing the setback any further and will not be making it any worse. Three existing parking spaces are also within the required parking setback requirements. Staff would like to note in the staff report that these spaces are existing conditions. Four parking spaces are being removed along the east side of the building leading to the drive- though lane area. This removal of parking is for the drive-through area to expand within and to allow for stacking. McDonald’s – 822 Hwy 55 Page 5 of 7 March 8, 2022 CUP Amendment Planning Commission General Parking The City requires one (1) stall for every three (3) seats in a restaurant. The existing restaurant far exceeds its parking standards of 24 spaces and 2 accessible spaces. The chart below shows that they will still be over 12 parking spaces after the project is complete. Regulation CH/Requirement CH/Existing Proposed One Stall per 3 Seats 72 Seats/3 = 24 stalls 24 parking stalls 40 parking stalls 36 parking stalls Accessible stalls 2 parking stalls 2 parking stalls 2 parking stalls Total 26 parking stalls 42 parking stalls 38 parking stalls *The site plan shows eight (8) cars stacking behind the vehicles at the menu board ordering. Pervious/Impervious Surface Existing Pervious Surface: 45,831 sf 52.5% Existing Impervious Surface: 41,239 sf 47.5% Proposed Pervious Surface: 46,206 sf 53% Proposed Impervious Surface 40,864 sf 47% The applicant is proposing to reduce the percentage/square footage of hardcover on-site with the proposed project. Staff recommends that more specific landscaping details be provided with a condition being placed on the CUP. A building permit will be required so that when it is issued, staff can ensure the appropriate landscaping will be put in place. Supplemental Requirements for Specific Uses within Commercial Zoning Districts In Subd. 7 of Section 838.5.08, the standards for drive through services are provided. Staff has provided potential findings for each criterion in italics. (a) All parts of the drive-through lane(s) shall be no less than 200 feet from residential zoning districts. The subject property is not within 200 feet of residential zoned property. (b) Drive-through lanes shall not be permitted within required yard setback areas. The expansion of the drive-through lane is moving towards the building and not towards the street. The setback is not reducing. This property currently does not meet the setback requirements due to right-of- way being taken from the McDonald’s site for widening of the roadway to the north. The proposed modification is not increasing the use into the setback area, and therefore it is acceptable. (c) The site plan shall allow adequate pedestrian circulation, vehicle circulation, and vehicle stacking which does not interfere with on-site parking and loading. The stacking of vehicles exceeds the five required. The project will allow for increased volume of drive-through customers to utilize the service and get through the lane much quicker than it is currently operating. The circulation and stacking have a number of challenges as it exists, and staff believes the proposed amendment would be an improvement. McDonald’s – 822 Hwy 55 Page 6 of 7 March 8, 2022 CUP Amendment Planning Commission (d) The drive-through shall allow adequate stacking and circulation so as to avoid impacts on adjacent property or public right-of-way. The drive-through stacking and circulation should not have impacts on adjacent properties or right-of-way. The City’s parking ordinance requires a minimum of five stacking spaces for a drive-through use, but the CUP standards allow a higher amount if deemed necessary by the City. The applicant is proposing eight (8). The three additional stacking spaces would impact the internal parking spaces and circulation, however we do not anticipate it backing up onto the street since staff is not aware of ever receiving complaints related to the drive-through. (e) The City may require additional necessary conditions to limit the impact of drive-through lanes on surrounding property, including but not limited to: limiting hours of operation, restricting drive- through lane orientation, limiting the volume of loudspeakers and ordering devises, and/or requiring additional landscaping, berming, or other means of screening. Staff recommends that the applicant provide a more in-depth landscape plan prior to a permit being issued for the project. The areas shown as landscaping shall be sodded with landscaping and not rockbed. Loudspeakers is one of the conditions of the 1997 CUP, which was not to be allowed on the property. This regulation was unknown prior to this application and not enforced. Staff will be asking that the condition of no loudspeakers be removed as a condition since it would be difficult for a drive-through business to operate without loudspeakers and have a drive-through window. Signage The applicant has provided information on all replacement signage for the drive-through area. When comparing the 2019 sign permits issued for the drive-through area and the signage now being proposed, the sign size and shapes of them are basically the same, within a couple of inches. All proposed signage meets city standards. Staff Recommendation The City has a relatively low amount of discretion in the review of conditional use permits. If the proposal meets the general criteria noted above and the specific standards previously discussed, it should be approved. The City may impose, in addition to those standards and requirements expressly specified in this Ordinance, additional conditions which the City Council considers necessary to protect the best interests of the community. Potential Motion Move to recommend approval of the Conditional Use Permit based upon the findings and subject to the conditions described in the staff report. Staff recommends approval of the CUP, subject to the following conditions: 1) The landscaping along the north side of the building shall be sod with integrated shrubs. 2) Separate sign permits are required for each sign. 3) Lighting and sounds from menu boards shall be maintained at levels so as not to impact neighboring properties. 4) Demolition permit shall be applied for prior to the start of work, providing specific landscaping details on the north side of the building. McDonald’s – 822 Hwy 55 Page 7 of 7 March 8, 2022 CUP Amendment Planning Commission 5) There shall be no exterior storage allowed on the property. 6) The applicant shall pay to the City a fee in an amount sufficient to reimburse the City for the cost of reviewing the zoning amendment, conditional use permit amendment, and other relevant documents. Attachments 1) Applicant Narrative 2) Resolution 97-07 3) Signage 4) Plan Set Narrative Conditional Use Permit Prepared for: McDonald’s USA, LLC February 23, 2022 SUBMITTED TO City of Medina 2052 County Road 24 Medina, MN 55340-9790 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC TABLE OF CONTENTS Introduction ................................................................................................................................................ 1 Conditional Use Permit (CUP) ..................................................................................................................... 1 Summary ..................................................................................................................................................... 2 Contact Information ................................................................................................................................... 2 Highway 55 McDonald’s, Medina, MN February 23, 2022 MCD18417 1 Introduction On behalf of McDonald’s USA, LLC, Landform is pleased to submit this application for conditional use permit approval to allow a second drive-through lane for the McDonald’s at 822 Highway 55. We are excited about the improvements proposed for this site. Conditional Use Permit (CUP) The conditional use permit we are requesting is to expand the existing single lane drive-through to accommodate a second drive-through lane. We have reviewed the request in accordance with City ordinance standards in Section 838.5.08 sued. 7 and find that the ordinance standards have been met. Specifically: (a) All parts of the drive-through lane(s) shall be no less than 200 feet from residential zoning districts. The McDonald’s site is surrounded by commercial and industrial zoning districts. Therefore, the drive-through is not within 200 feet of any residential zoning districts. (b) Drive-through lanes shall not be permitted within required yard setback areas. The drive-through lane is shown slightly inside the 25 foot building and parking setback, however this is the existing location of the drive-through and the proposed drive-through is not encroaching further into the setback. (c) The site plan shall allow adequate pedestrian circulation, vehicle circulation, and vehicle stacking which does not interfere with on-site parking and loading. The site plan shows that the vehicle stacking doesn’t interfere with the majority of the on-site parking. The spaces next to the building which have some vehicle stacking shown adjacent is an existing condition for the drive-through and with two lanes this condition will be reduced. (d) The drive-through shall allow adequate stacking and circulation so as to avoid impacts on adjacent property or public right-of-way. The site plan shows that the site has adequate stacking space and site circulation to avoid impacts on the public right-of-way. (e) The City may require additional necessary conditions to limit the impact of drive-through lanes on surrounding property, including but not limited to: limiting hours of operation, restricting drive-through lane orientation, limiting the volume of loudspeakers and ordering devises, and/or requiring additional landscaping, berming, or other means of screening. Understood. Highway 55 McDonald’s, Medina, MN February 23, 2022 MCD18417 2 Summary We respectfully request approval of the conditional use permit to allow a second drive through lane at the existing McDonald’s at 822 Highway 55. Contact Information This document was prepared by: Kevin Shay Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Kevin Shay at kshay@landform.net or 612.638.0228. Member Ferris introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION N0. 97-07 RESOLUTION GRANTING A CONDITIONAL USE PERMIT TO MCDONALD'S CORPORATION/DAVID MAYER WHEREAS, David Mayer is the fee owner of property located in the northwest quadrant of T.H.55 and County Road 116 (the "Property"), which Property is legally described in Exhibit A attached hereto; and WHEREAS, McDonald's Corporation has an agreement to purchase the Property and intends to construct a fast food restaurant thereon; and WHEREAS, David Mayer and McDonald's Corporation (collectively, the "Applicants") have applied for a conditional use permit to construct a fast food restaurant on tlie Property; and WHEREAS, the Property is zoned urban commercial, which zoning district allows a fast food restaurant by conditional use permit; and WHEREAS, this matter was heard by the planning commission at its meeting on February 11, 1997, and by the city council at its meeting on March 4, 1997; and WHEREAS, the city council has determined, based in part upon the recommendation of the plaru'iing commission, that granting a conditioxial use permit to the Applicants for the stated purpose will not adversely affect the development of adjacent property for purposes for which it is zoned. NOW, THEREFORE, BE IT RESOLVED By the city council of the city of Medina, Minnesota, that a conditional use permit be granted to the Applicants for the purpose of constructing a fast food restaurant on the Property, subject to the following terms and conditions: 1.The Applicants must comply with all requirements of the Elm Creek Watershed District; 2. The Applicants must deed to the city the easements for drainage, utilities, trail, ponding and roadway as determined by the city engineer; 3. The safety of the NURP pond must be approved by the city staff', 4. The Hamel fire department must approve hydrant locations and plans for fire protection of the building; 5. The city's recycling requirements must be met; RHB119105 ME230-255 I 6. All requirements contained in the city engineer's letter of January 24, 1997, as modified by his letter of February 6, 1997, must be met, with the exception that the Property does not require combining or subdividing; 7. There shall be no exterior storage allowed on the Property; 8. City staff must verify that all signs meet city ordinance requirements; 9. All roof-top mechanical equipment must be screened from view from adjacent properties and roadways; 10. TheApplicantsmustadheretothelandscapingplansubmittedtothecityanddated February 11, 1997; 11. All parking areas must meet city ordinances; 12. The number of employees will be approximately 75 full and parttime; 13. All exterior lighting must be designed and installed so that the globe is recessed and enclosed on all sides except the bottom and no light is cast directly on any other property; 14. There shall be no outside bells or loudspeakers on the Property; 15. The Applicants must post wiith the city a financial guarantee in the form of a letter of credit in the amount of $168,998 to assure completion of the site improvements; 16. The exterior trash container must be concrete, preferably broken-face block; 17. ThePropertyandtheadjacentroadwayswillbesubjecttoanannualtrafficsafety evaluation by the city; and 18. The Applicants must pay to the city an administrative fee in the amount necessary to reimburse the city for its costs in reviewing this application. Dated: March 18 1997. J ,uFefflS!Ma,yfoW ATTE Paul Robinson, Clerk-Treasurer RHB119105 ME2 3 0 - 2 5 5 The motion for the adoption of the foregoing resolution was duly seconded by member JOhnSOn and upon vote being taken thereon, the following voted in favor thereof: Ferris, Harnjlton, Johnson, and Zietlow- and the following voted against same: None Absent ; Thies Whereupon said resolution was declared duly passed and adopted. RHB119105 ME230-255 3 Exhibit A The Property is comprised of two parcels, located in Heru"iepin Coutxty, Minnesota, legally described as follows: Parcel 1: That part of the Southeast 1/4 of the Northeast 1/4 of Section 11, Township 118 North, Range 23 West of the 5th Principal Meridian, described as follows: Cornmencing at the Northeast corner of said quarter-quarter; thence South along the center line of County Road No. 116, distant 164 feet to the actual point of beginning; thence continuing South 262.1 feet to the intersection of the centerline of County Road No. 116 and State Highway No. 55; thence Northwesterly along the centerline of State Highway No. 55, distant 290 feet; thence North parallel with said centerline of County Road No. 116, distant 79.7 feet; thence deflection to the right 17 degrees 45 minutes, distant 105 feet; thence Easterly, 240.55 feet to the actual point of beginning, except the Easterly 40 feet thereof conveyed to the County of Hennepin for roadway. Parcel 2: That part of tlie East 1/2 of the Northeast 1/4 of Section 11, Township 118 North, Range 23 West of the 5th Principal Meridian, described as follows: Commencing at a point in the center line of State Highway No. 55, distant 290 feet Northwesterly from the East line of said Northeast 1/4; thence North parallel with said East line, a distance of 79.7 feet; thence deflecting to the right 17 degrees 45 minutes, a distance of 105 feet to the actual point of beginning of the land to be described; thence East to a point in the East line of said Northeast 1/4, distant 164 feet South from the Northeast corner of the Southeast 1/4 of the Northeast 1/4; thence North along said East line to a point distant 70 feet North from the Southeast corner of the Northeast 1/4 of the Northeast 1/4; thence West parallel with the South line of the Northeast 1/4 of the Northeast 1/4, a distance of 33 feet; thence Northwesterly, a distance of 336.5 feet to a point distant 115 feet North from the South line of said Northeast 1/4 of the Northeast 1/4; thence Northwesterly, a distance of 203.8 feet along a line which if extended would intersect the west line of said Northeast 1/4 of tlie Nortlieast 1/4 at a point distant 503 feet Nortli of the Southwest corner thereof', thence South to a point distant 60 feet North fron':i the South line of said Northeast 1/4 of the Northeast 1/4; thence Southeasterly and parallel with the center line of said Highwiay No. 55, a distance of 236.35 feet; thence Easterly, a distance of 93.65 feet to a point distant 123.5 feet North of the point of beginning; thence South to the point of beginning. Hennepin County, Minnesota R)4B119266 ME230-255 Coates ODMB Single screen unit Area of display a. : 4, @ ; r,J' coate Coates ODMB Power draw ,.r' coats I I I I ] Max potential draw 5.7A @110V Max potential draw C1.8A @110V c@us UL48 Electric sign Coates ODMB Single screen unit t-[740.00] 29.1-d [347.16] 13.7 r,J' coatx I . I I I I I ! Coates ODMB Double with additional security glass 1548 [60,9] r,.' coate Optional tempered glass security cover 6mm tempered glass 380 15] I I I I i > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > YOUTHANK BM 1 ELEV=1002.17 THRU DRIVE THRU DRIVE THRU DRIVE PYLON SIGN "MCDONALDS" HT=20.5 FT. PICKUP WINDOW PAY WINDOW PID: 1111823140020 822 STATE HWY NO 55 MEDINA, MN 55340 OWNER: ARCHLAND PROPERTY I LLC EXISTING SINGLE STORY BUILDING "MCDONALDS CORPORATION" FFE=994.95 HEIGHT=17.0 FT. 3542 SQ. FT. PYLON SIGN "MCDONALDS" HT=19.2 FT. >> > > > > >> >> >> >> >> UE OE OE OE OE OE OE OE OE OE OE OE OE OE OE UE OE OE OE OE OE OE OE OE OE G G G G UT UT UT UT UT UT UT UT UT UE UE UE UE UE UE UE UT UT FO FO FO G G G G G FO FO FO FO FO FO FO FO FO FO FO >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> FO FO I I I I I I I I I I I I I I I UT UT >> >> >> >> >> >> >> >> >> >> >> >> SHED UT STORM POND I I I I I I I OE OE OE PID: 1111823140002 MARGARET E RASMUSSEN PID: 1111823140004 MARGARET E RASMUSSEN PID: 1111823140006 JAN-HAR LLP PID: 1111823140012 MEDINA GROUP LLC HE N N E P I N C O U N T Y S T A T E A I D H I G H W A Y 5 5 PL A T 2 1 "WELCOME" SIGN BOARD HH MB CBBH RE=987.7 IE=983.2(NE) IE=983.2(S) CB RE=990.2 IE=981.7 CBBH RE=989.2 IE=983.7 WEIR RE=987.5 IE=985.7 CB RE=991.6 IE=981.8 SIG. BASE GAS SIG. BASE VLT VL T VL T VLT CB RE=991.3 IE=987.2(E) IE=982.5(N,S) CABX CABXCOBXGAS CABX SSMH RE=988.1 IE=976.3(SE) IE=976.3(NW) SSMH RE=992.2 IE=980.6(SE) IE=980.3(N) IE=980.2(NW) STMH RE=992.3 CB RE=991.8 IE=987.4 CB RE=992.7 IE=983.7 CB RE=993.4 IE=988.8 FES 12 RCP RE=985.6 CB RE=988.2 IE=983.4(NE) IE=980.9(SE) IE=980.9(NW) LT 992.4 992.4 CBMH RE=991.5 IE=988.7 LT CB RE=991.6 IE=988.9 FES 12 RCP RE=988.6 CB RE=992.1 IE=983.5992.6 12" TREE 8" TREE 4" TREE 993.9 994.0 994.1LT LT CB RE=993.4 IE=990.5 FES 12 RCP RE=986.0 994.7 LT EM GM CB RE=994.0 IE=989.3 CB RE=994.9 IE=990.0 CB RE=995.9 12" SPRUCE 993.5 993.5 993.8 SSMH RE=993.9 IE=985.6(SW) IE=982.7(NE) IE=982.0(N) IE=982.0(S) 994.3 SSMH GREASE TRAP RE=994.0 SSMH GREASE TRAP RE=994.0 LT SSMH RE=993.8 IE=986.6(W) IE=986.6(N) IE=986.5(NE) CB RE=995.2 IE=990.6 STMH RE=997.6 IE=990.3 PONDING EASEMENT PER DOC. NO. 6939631 (EASEMENT 3) ROADW A Y A N D U T I L I T Y E A S E M E N T PER DO C . N O . 6 9 3 9 6 3 1 ( E A S E M E N T 1 ) PE R M A N E N T E A S E M E N T F O R H I G H W A Y P U R P O S E S PERM A N E N T E A S E M E N T FOR H I G H W A Y P U R P O S E S PERMA N E N T S L O P E E A S E M E N T 10 F O O T T R A I L P E R D O C . N O . 6 9 3 9 6 3 1 (E A S E M E N T 5 ) 10 F O O T R O A D W A Y D R A I N A G E A N D U T I L I T Y E A S E M E N T PE R D O C . N O . 6 9 3 9 6 3 1 (E A S M E N T 2 & 4 ) 10 10 10 DRAI N A G E A N D U T I L I T Y E A S E M E N T PER D O C 6 9 3 9 6 3 ( E A S E M E N T 2 ) 10 5 DRAI N A G E A N D U T I L I T Y E A S E M E N T PER D O C 6 9 3 9 6 3 1 (EAS E M E N T 2 ) 10 10 RO A D W A Y E A S E M E N T PE R D O C 6 9 3 9 6 3 1 (E A S E M E N T 6 ) 5 5 5 NE COR OF SE 14 OF NE 1 4 SEC. 11 T. 118 R. 23 SOUTH LINE OF SE 14 OF NE 1 4 SEC. 11 T. 118 R. 23 SE COR TWIN CITY MONORAIL SE C O R L O T 2 , B L O C K 1 TWIN C I T Y M O N O R A I L SOUTH LINE LOT 2, BLOCK 1 POB LIINE B 81° 5 6 ' 4 2 " 30 135° 1 2 ' 5 9 " LINE 1 16.4 4 LINE 2 371.52 297.71 89° 3 7 ' 4 9 " 13.29 DRAINAGE & UTILITY EASEMENT PER DOC. NO. 6939631 (EASEMENT 2) 5 5 5 5 10 10 10 LINE B 1 0 6 ° 5 2 ' 2 1 " LINE A LINE A LINE D 17°45 ' 0 " LINE E POIN T F TR A S H EN C L O S U R E PEG'S COUNTRYSIDE CAFE CASEY'S GENERAL STORE - CONCRETE - - BITUMINOUS - - BITUMINOUS - LANDSCAPE ROCK A A S S ROOF DRAIN METAL COVER ROOF DRAIN 16.0 13 . 8 16.0 13 . 8 Δ Δ Δ Δ 9 9 0 995 995 9 8 9 9 9 1 9 9 2 993 994 996 996 997 997 9 9 8 99 8 990 986987 988 989 991 992 992 993 994 99 0 9 8 9 9 9 1 9 9 2 9 9 3 9 9 4 99 4 9 9 4 995995 XXX X X X 9 12 19 XXXXXX X X XXXXX 9 12 151515 15 20 C101MCD417.DWG DE M O L I T I O N C1.1 9 15 NORTH 0 30 60 Background information shown is from survey by Landform, Minneapolis, MN, on December, 7th, 2021, expressly for this project; City of Medina, MN record drawings; and utility service providers. Landform offers no warranty, expressed or written, for information provided by others. Existing project conditions shall be verified prior to beginning construction. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer IMMEDIATELY. Reserved. 1. 2. EXISTING CONDITIONS :Curb Removal :Construction Limits Obtain permits for demolition, clearing, and disposal prior to beginning. Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing. See Sheet C3.1 for erosion prevention and sediment control measures that must be in place prior to disturbances to site. Reserved. Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existing facilities. Pavement sawcut. Remove concrete walks and curbing to the nearest existing joint beyond construction limits. Complete demolition with minimal disruption of traffic. Coordinate lane closures with the regulatory authority and provide advance notification to affected emergency response providers. Provide barricades, lights, signs, traffic control, and other measures necessary for protection and safety of the public and maintain throughout construction. Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted for removal. Damage shall be repaired to equal or better condition at no additional cost. Reserved. Reserved. Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, retaining walls, screen walls, aprons, lighting, related foundations, signage, bollards, landscaping, and stairways within the construction limits unless noted otherwise. Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utility companies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance with utility owner requirements. Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict with proposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards. Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris, unless noted otherwise. Remove, salvage, and reinstall drive-thru signage. See detail C2.2 for installation locations. Remove pavement markings. 4. 5. 6. 7. 8. 10. 11. 13. 14. 16. 17. 18. GENERAL NOTES LEGEND DEMOLITION AND CLEARING NOTES For construction staking and surveying services contact Landform at 612.252.9070.3. :Utility Line RemovalXXXXXXXXXXXXXXXXXXX 12 :Pavement Sawcut 19 RE V I E W E D B Y DR A W N B Y ST A T E N U M B E R Mc D O N A L D ' S U S A , L L C . RE V RE V I S I O N H I S T O R Y SH E E T N A M E PR O T O . I S S U E D DA T E R E V I E W E D NA T I O N A L N U M B E R DA T E DA T E I S S U E D TH E S E D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E C O N F I D E N T I A L A N D P R O P R I E T A R Y P R O P E R T Y O F M c D O N A L D ' S CO R P O R A T I O N A N D S H A L L N O T B E C O P I E D O R R E P R O D U C E D W I T H O U T W R I T T E N A U T H O R I Z A T I O N . T H E C O N T R A C T DO C U M E N T S W E R E P R E P A R E D F O R U S E O N T H I S S P E C I F I C S I T E I N C O N J U N C T I O N W I T H I T S I S S U E D A T E A N D AR E N O T S U I T A B L E F O R U S E O N A D I F F E R E N T S I T E O R A T A L A T E R T I M E . U S E O F T H E S E D R A W I N G S F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R P R O J E C T R E Q U I R E S T H E S E R V I C E S O F P R O P E R L Y L I C E N S E D A R C H I T E C T S AN D E N G I N E E R S . R E P R O D U C T I O N O F T H E C O N T R A C T D O C U M E N T S F O R R E U S E O N A N O T H E R P R O J E C T I S N O T A U T H O R I Z E D . CI T Y SH E E T N O . ST R E E T A D D R E S S ST A T E CO U N T Y CERTIFICATION PROJECT NO. FILE NAME:LA N D F O R M c 20 2 2 02 / 2 1 / 2 0 2 2 01 / 2 1 / 2 0 2 2 CN C ER W 02 2 - 0 3 3 5 21 8 3 5 HE N N E P I N MN 82 2 H W Y 5 5 ME D I N A MCD18417 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Know what's Below. Call before you dig. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® 01 / 2 7 / 2 0 2 2 CI T Y S U B M I T T A L NOT F O R CONS T R U C T I O N 02 / 2 1 / 2 0 2 2 CI T Y R E S U B M I T T A L 20 YOUTHANK THRU DRIVE THRU DRIVE THRU DRIVE PICKUP WINDOW PAY WINDOW PID: 1111823140020 822 STATE HWY NO 55 MEDINA, MN 55340 OWNER: ARCHLAND PROPERTY I LLC EXISTING SINGLE STORY BUILDING "MCDONALDS CORPORATION" FFE=994.95 HEIGHT=17.0 FT. 3542 SQ. FT. FO FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO SHED STORM POND PID: 1111823140002 MARGARET E RASMUSSEN PID: 1111823140004 MARGARET E RASMUSSEN PID: 1111823140006 JAN-HAR LLP HE N N E P I N C O U N T Y S T A T E A I D H I G H W A Y 5 5 PL A T 2 1 HH MB GAS SIG. VLT VL T VL T VLT CABX CABXCOBX GAS CABX LT LT LT LT LT EM GM LT PONDING EASEMENT PER DOC. NO. 6939631 (EASEMENT 3) ROADW A Y A N D U T I L I T Y E A S E M E N T PER DO C . N O . 6 9 3 9 6 3 1 ( E A S E M E N T 1 ) PE R M A N E N T E A S E M E N T F O R H I G H W A Y P U R P O S E S PER M A N E N T E A S E M E N T FOR H I G H W A Y P U R P O S E S PERM A N E N T S L O P E E A S E M E N T 10 F O O T T R A I L P E R D O C . N O . 6 9 3 9 6 3 1 (E A S E M E N T 5 ) 10 F O O T R O A D W A Y D R A I N A G E A N D U T I L I T Y E A S E M E N T PE R D O C . N O . 6 9 3 9 6 3 1 (E A S M E N T 2 & 4 ) 10 10 10 5 DRAI N A G E A N D U T I L I T Y E A S E M E N T PER D O C 6 9 3 9 6 3 1 (EAS E M E N T 2 ) 10 10 RO A D W A Y E A S E M E N T PE R D O C 6 9 3 9 6 3 1 (E A S E M E N T 6 ) 5 5 5 NE COR OF SE SEC. 11 T. 118 R. 23 81° 5 6 ' 4 2 " 30 135° 1 2 ' 5 9 " LIN E 1 16.4 4 LINE 2 371.52 297.71 89° 3 7 ' 4 9 " 13.29 DRAINAGE & UTILITY EASEMENT PER DOC. NO. 6939631 (EASEMENT 2) 5 5 5 5 10 10 LINE B 1 0 6 ° 5 2 ' 2 1 " LINE D 17°45 ' 0 " LINE E POIN T F TR A S H EN C L O S U R E PEG'S COUNTRYSIDE CAFE - BITUMINOUS - - BITUMINOUS - LANDSCAPE ROCK A A S S ROOF DRAIN METAL COVER ROOF DRAIN 16.0 13 . 8 16.0 13 . 8 DRIVETHRU 25' BUIL D I N G / P A R K I N G S E T B A C K 25' B U I L D I N G S E T B A C K 15 ' B U I L D I N G S E T B A C K 25 ' P A R K I N G S E T B A C K 15 ' B U I L D I N G S E T B A C K 10' P A R K I N G / S I G N S E T B A C K 10 ' P A R K I N G / S I G N S E T B A C K 10 ' S I G N S E T B A C K 10' SIGN S E T B A C K 6. 3 ' R 2 0 ' R1.5' R2 0 ' R20' R 1 . 5 ' R20' 1 26 9 12 13 14 2 2 2 10 3 2a 4 8 11 12' 6' 10' 6 1 R5' 10 10 10 10 10 10 9 10'16.2' 10' 52 2 10 . 8 ' 41 . 3 ' C201MCD417.DWG C2.1 RE V I E W E D B Y DR A W N B Y ST A T E N U M B E R Mc D O N A L D ' S U S A , L L C . RE V RE V I S I O N H I S T O R Y SH E E T N A M E PR O T O . I S S U E D DA T E R E V I E W E D NA T I O N A L N U M B E R DA T E DA T E I S S U E D TH E S E D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E C O N F I D E N T I A L A N D P R O P R I E T A R Y P R O P E R T Y O F M c D O N A L D ' S CO R P O R A T I O N A N D S H A L L N O T B E C O P I E D O R R E P R O D U C E D W I T H O U T W R I T T E N A U T H O R I Z A T I O N . T H E C O N T R A C T DO C U M E N T S W E R E P R E P A R E D F O R U S E O N T H I S S P E C I F I C S I T E I N C O N J U N C T I O N W I T H I T S I S S U E D A T E A N D AR E N O T S U I T A B L E F O R U S E O N A D I F F E R E N T S I T E O R A T A L A T E R T I M E . U S E O F T H E S E D R A W I N G S F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R P R O J E C T R E Q U I R E S T H E S E R V I C E S O F P R O P E R L Y L I C E N S E D A R C H I T E C T S AN D E N G I N E E R S . R E P R O D U C T I O N O F T H E C O N T R A C T D O C U M E N T S F O R R E U S E O N A N O T H E R P R O J E C T I S N O T A U T H O R I Z E D . CI T Y SH E E T N O . ST R E E T A D D R E S S ST A T E CO U N T Y CERTIFICATION PROJECT NO. FILE NAME:LA N D F O R M c 20 2 2 02 / 2 1 / 2 0 2 2 01 / 2 1 / 2 0 2 2 CN C ER W 02 2 - 0 3 3 5 21 8 3 5 HE N N E P I N MN 82 2 H W Y 5 5 ME D I N A MCD18417 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Know what's Below. Call before you dig. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® 01 / 2 7 / 2 0 2 2 CI T Y S U B M I T T A L NOT F O R CONS T R U C T I O N 02 / 2 1 / 2 0 2 2 CI T Y R E S U B M I T T A L NORTH 0 20 40 Total Parking Stalls Required Required Parking: 72 seats / 3 = 24 Stalls One stall per three (3) seats 2 36 38 ea. ea. ea.Accessible Stalls Standard Stalls Provided Parking: Total Parking Stalls - Provided (9x18) (9x18) 24 ea. The Property is Zoned Commercial Highway Zone (CH) Building Setback Information is as follows: Front = 25 ft. Rear = 25 ft. Side = 15 ft. Parking Setback Information is as follows: Front = 25 ft. Rear = 10 ft. Side = 25 ft. (if adjacent to street) Side = 10ft. Sign Setback Information is as follows: Front = 10 ft. Rear = 10 ft. Side = 10 ft. Lot Coverage Information is as follows: Lot Area Minimum = 43,560 s.f. = 1.00 ac. Lot Width Minimum = 100 ft. Impervious Pervious Total 87,070 40,864 46,206 s.f s.f. s.f. Impervious Proposed: Total Pervious Existing: 87,070 41,239 45,831 s.f. s.f. s.f. 2.00 0.94 1.06 2.00 0.95 1.05 Obtain all necessary permits for construction within, or use of, public right-of-way. The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall be compared to the structural drawings prior to staking. Building layout angles are parallel with or perpendicular to the property line at the location indicated. Dimensions shown are to face of curb and exterior face of building unless noted otherwise. Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch wide white painted stripes 18 inches on center and at 45 degree angle to direction of travel. Trash / Recycling areas: See Architectural drawings. Existing. 2. 3. 4. 5. 6. 7. GENERAL NOTES PARKING SUMMARY AREA SUMMARY ZONING AND SETBACK SUMMARY SITE PLAN NOTES For construction staking and surveying services contact Landform at 612.252.9070.1. 100.0% 47.0% 53.0% 100.0% 47.5% 52.5% ac. ac. ac. ac. ac. ac. LEGEND Green Space (Landscape Area) SITE CONSTRUCTION NOTES 1 2 3 4 5 6 7 8 9 McDonald's pylon sign. Existing. Drive-thru signage. See Sheet C2.2. Reserved. Reserved. Mobile order pickup signage - Existing. Concrete drive aprons and slabs. Refer to Sheet C3.1 for specifications. Reserved. Reserved. Bituminous pavement. Refer to Sheet C3.1 for specifications. Parking lot light. Existing. Reserved. Planting area. Replace in-kind or match adjacent landscaping for areas that are disturbed. Trash enclosure. Existing. Stacking distance is 120' Reserved. Reserved. Reserved. 10 11 12 13 14 15 16 Reserved. Reserved. 18. DIRECTIONAL SIGNAGE NOTES 19 17 2 40 42 ea. ea. ea.Accessible Stalls Standard Stalls Existing Parking: Total Parking Stalls - Existing YOUTHANK THRU DRIVE THRU DRIVE THRU DRIVE PICKUP WINDOW PAY WINDOW PID: 1111823140020 822 STATE HWY NO 55 MEDINA, MN 55340 OWNER: ARCHLAND PROPERTY I LLC EXISTING SINGLE STORY BUILDING "MCDONALDS CORPORATION" FFE=994.95 HEIGHT=17.0 FT. 3542 SQ. FT. UE UE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE UE UE G G G G G G UT UT UT UT UT UT UT UT UT UT UT UT UT UT UE UE UE UE UE UE UT UT UT UT FO G G G G G G FO FO FO FO FO FO FO FO SHED UT UT UT UT UT PID: 1111823140002 MARGARET E RASMUSSEN PID: 1111823140004 MARGARET E RASMUSSEN HH MB VLT VL T VL T VLT CABX LT LT LT LT LT EM GM LT TR A S H EN C L O S U R E - BITUMINOUS - A A S S 16.0 13 . 8 16.0 13 . 8 DRIVETHRU C2.2 1 ENLARGED PLAN N N PAY WINDOW PID: 1111823140020 822 STATE HWY NO 55 MEDINA, MN 55340 OWNER: ARCHLAND PROPERTY I LLC EXISTING SINGLE STORY BUILDING "MCDONALDS CORPORATION" UE UE UE UE G G G G G G G G S S DRIVETHRU 50° 25° 35 ° 1 2 ' 1.25' 1.25' 1 5 ' 5.7 5 ' 5. 7 5 ' 1 4 ' 1 5 ' 2.25' 1.25' 6' 10' 12' A B1 D E F G H I J K C O B H O H 35° 1.25' 10 . 8 ' 2.25' C202MCD417.DWG DR I V E - T H R U L A Y O U T C2.2 All dimensions are to face of curb unless noted otherwise on plan. Field verify and confirm existing conditions and dimensions prior to commencing construction. Notify McDonald's Project Manager of any discrepancies prior to commencing construction. See Sheet C2.1 for all other construction site dimensions. See Sheet C2.6 for striping. New concrete curb and gutter. Install salvaged Outdoor Menu Board. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and see manufacturer for installation instructions. Install new Outdoor Menu Board. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and see manufacturer for installation instructions. Install salvaged Primary Lane Canopy. Locate 120' from c.l. of canopy to c.l. of cash window measured along c.l. of travel path. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions. Secondary Lane Canopy. Locate 14'-0" from nose of concrete island. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions. Install Primary Lane Detector Loop. Flip loop forward. Install Secondary Lane Detector Loop 2'-0" forward of c.l. of DT. Flip loop forward. Double Arm Gateway Sign. Center of the footing of the gateway sign shall be 18" from the back of curb. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions. Landscaped area. Any Lane Any Time sign. Attach sign to gateway 6' from bottom of post. See Sheet C2.5 for schematic detail and manufacturer for installation instructions. Primary Pre-Browse Board. Install salvaged primary pre-browse board 15' from the primary canopy, unless noted otherwise on plan, as measured along the face of curb of the lane. See Sheet C2.3 for foundation detail, C2.5 for schematic detail, and manufacturer for installation instructions. Secondary Pre-Browse Board. Install secondary pre-browse board 15' from the secondary canopy, unless noted otherwise on plan, as measured along the face of curb of the lane. See Sheet C2.3 for foundation detail, C2.5 for schematic detail, and manufacturer for installation instructions. Reserved. Reserved. Roll forward signage - Existing. Note Proximity of Utilities. Contractor to daylight existing utilities prior to construction of foundation. Reserved. Signage & Drive-Thru Elements: DT, drive-thru pylon/clearance pole, bollard sign, and freestanding merchandizer shall be consistent with the 2019 Standard Building Design drive-thru elements. Other designs may not be used. General Contractor shall coordinate with Civil plans, McDonald's Project Manager, and signage supplier to determine the exact location, orientation, mounting heights, and number of signs and other drive-thru elements to be installed at this site. All work shall be coordinated with other trades. Contact McDonald's Project Manager for signage & drive-thru element footing and wiring requirements. Signage manufacturer to provide footing anchors & templates to G.C. prior to foundation pouring. See Sheet C2.5 and electrical sheets for drive-thru wiring information. General Contractor to coordinate the responsibilities of the electrical contractor and the sign supplier. General Contractor to install pre-formed, pre-wired vehicle detector loop. General Contractor shall verify conduit sizes required by vehicle loop detector supplier. Contractor to verify location of any utilities prior to installation of any foundations. 1. 2. 3. 4. 5. 6. 7. 8. GENERAL NOTES DRIVE-THRU CONSTRUCTION NOTES A B D E F G H I J K L C M DRIVE-THRU LAYOUT NOTES 1. 2. 3. 4. LEGEND :VISION TRIANGLE O N P RE V I E W E D B Y DR A W N B Y ST A T E N U M B E R Mc D O N A L D ' S U S A , L L C . RE V RE V I S I O N H I S T O R Y SH E E T N A M E PR O T O . I S S U E D DA T E R E V I E W E D NA T I O N A L N U M B E R DA T E DA T E I S S U E D TH E S E D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E C O N F I D E N T I A L A N D P R O P R I E T A R Y P R O P E R T Y O F M c D O N A L D ' S CO R P O R A T I O N A N D S H A L L N O T B E C O P I E D O R R E P R O D U C E D W I T H O U T W R I T T E N A U T H O R I Z A T I O N . T H E C O N T R A C T DO C U M E N T S W E R E P R E P A R E D F O R U S E O N T H I S S P E C I F I C S I T E I N C O N J U N C T I O N W I T H I T S I S S U E D A T E A N D AR E N O T S U I T A B L E F O R U S E O N A D I F F E R E N T S I T E O R A T A L A T E R T I M E . U S E O F T H E S E D R A W I N G S F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R P R O J E C T R E Q U I R E S T H E S E R V I C E S O F P R O P E R L Y L I C E N S E D A R C H I T E C T S AN D E N G I N E E R S . R E P R O D U C T I O N O F T H E C O N T R A C T D O C U M E N T S F O R R E U S E O N A N O T H E R P R O J E C T I S N O T A U T H O R I Z E D . CI T Y SH E E T N O . ST R E E T A D D R E S S ST A T E CO U N T Y CERTIFICATION PROJECT NO. FILE NAME:LA N D F O R M c 20 2 2 02 / 2 1 / 2 0 2 2 01 / 2 1 / 2 0 2 2 CN C ER W 02 2 - 0 3 3 5 21 8 3 5 HE N N E P I N MN 82 2 H W Y 5 5 ME D I N A MCD18417 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Know what's Below. Call before you dig. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® 01 / 2 7 / 2 0 2 2 NORTH 0 20 40 CI T Y S U B M I T T A L NOT F O R CONS T R U C T I O N 02 / 2 1 / 2 0 2 2 CI T Y R E S U B M I T T A L ENLARGED PLAN 10 SCALE1 B1 C205MCD417.DWG DR I V E - T H R U D E T A I L S C2.5 CANOPY SCHEMATIC DETAIL1 NO SCALE 2 3 NO SCALE DRIVE-THRU WIRING DETAIL PRIMARY PRE-BROWSE BOARD PRIMARY CANOPY SECONDARY CANOPY PRI M A R Y L A N E SEC O N D A R Y L A N E OU T S I D E IN S I D E PB PB PANEL CP (IG) PANEL LP BUILDING CA A Key Notes: 2#12 & 1#12 gnd., 3/4" conduit to lp-1 for DT canopy lighting 4#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to menuboards and media players. 2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to canopies. Each canopy shall be on its own separate circuit. 2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to menuboards & media players. 2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to pre-browse boards and media players. (2) 1-1/2" conduit one for canopy cabling one for loop detector 2" conduit - for cat6 data cables 1-1/2" conduit - for cat6 data cables 1" conduit - for cat6 data cables General Notes: 1. Verify exact circuits and quantities of circuits with panel schedules on drawing E4.2 and manufacturer's installation instructions. 2. Per manufacturer's installation instructions seperate dedicated neutrals are required to menuboard and pre-browse board for each circuit (plc and lighting). 3. If any bends are required, sweeps must be provided in conduits. 4. For existing locations, verify existing cp panel has ampacity and sufficient spares/spaces for two (2) new 20a/1p circuits. Upgrade cp panel to 42 circuits in necessary. 5. Verify existing pullboxes are sized for new conduit routing. Modify pullboxes if necessary. 6. Data and power cannot be located in same conduit. They must be separated. Sketch created from electrical OPO update (E-OPO) dated Sept, 2012 CUR B & G U T T E R A B C D E F G C E H D F F B Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions 4 NO SCALE DOUBLE GATEWAY SCHEMATIC DETAIL 15'-0" 6' - 0 " SECONDARY PRE-BROWSE BOARD H I E G I I Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions 3.39' 3' 2.41' (1 1 . 1 0 ' ) (1 0 . 9 1 ' MI N . ) 0.77' 7.87' 0. 9 2 ' 0.32' TOP VIEW PULLBOX FOR CONTROLLER VERIFY EXACT LOCATION IN FIELD PULLBOX AT CASHIERS WINDOW PRIMARY MENU BOARD SECONDARY MENU BOARD DIGITAL PRE-BROWSE BOARD SCHEMATIC DETAIL5 NO SCALE DIGITAL MENU BOARD SCHEMATIC DETAIL6 NO SCALE 2'-5 1/4" 5' - 1 1 1 / 2 " 4" - 1 3 / 4 " 4'-10" 1' - 9 3 / 4 " Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions Note: This drawing is shown for schematic purposes only. See manufacturer for installation instructions 5' - 1 1 1 / 2 " 4" - 1 3 / 4 " 1' - 9 3 / 4 " RE V I E W E D B Y DR A W N B Y ST A T E N U M B E R Mc D O N A L D ' S U S A , L L C . RE V RE V I S I O N H I S T O R Y SH E E T N A M E PR O T O . I S S U E D DA T E R E V I E W E D NA T I O N A L N U M B E R DA T E DA T E I S S U E D TH E S E D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E C O N F I D E N T I A L A N D P R O P R I E T A R Y P R O P E R T Y O F M c D O N A L D ' S CO R P O R A T I O N A N D S H A L L N O T B E C O P I E D O R R E P R O D U C E D W I T H O U T W R I T T E N A U T H O R I Z A T I O N . T H E C O N T R A C T DO C U M E N T S W E R E P R E P A R E D F O R U S E O N T H I S S P E C I F I C S I T E I N C O N J U N C T I O N W I T H I T S I S S U E D A T E A N D AR E N O T S U I T A B L E F O R U S E O N A D I F F E R E N T S I T E O R A T A L A T E R T I M E . U S E O F T H E S E D R A W I N G S F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R P R O J E C T R E Q U I R E S T H E S E R V I C E S O F P R O P E R L Y L I C E N S E D A R C H I T E C T S AN D E N G I N E E R S . R E P R O D U C T I O N O F T H E C O N T R A C T D O C U M E N T S F O R R E U S E O N A N O T H E R P R O J E C T I S N O T A U T H O R I Z E D . CI T Y SH E E T N O . ST R E E T A D D R E S S ST A T E CO U N T Y CERTIFICATION PROJECT NO. FILE NAME:LA N D F O R M c 20 2 2 02 / 2 1 / 2 0 2 2 01 / 2 1 / 2 0 2 2 CN C ER W 02 2 - 0 3 3 5 21 8 3 5 HE N N E P I N MN 82 2 H W Y 5 5 ME D I N A MCD18417 01 / 2 7 / 2 0 2 2 CI T Y S U B M I T T A L NOT F O R CONS T R U C T I O N 02 / 2 1 / 2 0 2 2 CI T Y R E S U B M I T T A L RESERVED YOUTHANK THRU DRIVE THRU DRIVE THRU DRIVE PICKUP WINDOW PAY WINDOW PID: 1111823140020 822 STATE HWY NO 55 MEDINA, MN 55340 OWNER: ARCHLAND PROPERTY I LLC EXISTING SINGLE STORY BUILDING "MCDONALDS CORPORATION" FFE=994.95 HEIGHT=17.0 FT. 3542 SQ. FT. SHED CABX CABXCOBX GAS CABX LT LT LT LT LT EM GM LT TR A S H EN C L O S U R E A A S S 16.0 13 . 8 16.0 13 . 8 DRIVETHRU A D E B C E O P G (TYP.) C206MCD417.DWG ST R I P I N G C2.6 1. 2. 3. 4. GENERAL NOTES STRIPING NOTES A B D E F G H I J K L C M Field verify and confirm existing conditions and dimensions prior to commencing construction. Notify McDonald's Area Construction Manager of any discrepancies prior to commencing construction. See Sheet C2.1 for all radius dimensions. See Sheet C2.2 for drive-thru construction. All pavement stencils must be purchased from the following authorized provider. Pavement Stencil Company P.O. Box 18034 Roanoke, VA 24014 ph 800-250-5547 fax 540-427-1326 PavementStencil.net 6" wide painted stripe. PMS 123, Yellow. 1'-0" wide painted Directional Arrow. PMS 123, Yellow. See General Note 4. 6" wide painted Merge Point. PMS 123, Yellow. See General Note 4. Painted drive thru graphic. See Detail 1. See General Note 4. Painted drive thru graphic. See Detail 2. See General Note 4. Reserved. 8" wide, 10' long painted Roll Forward Stripe. PMS 123, Yellow. Reserved. Reserved. Reserved. Reserved. Reserved. Reserved. Reserved. Painted graphic. See Detail 6. See General Note 4. Painted graphic. See Detail 6. See General Note 4. Note: All text and arrow shall be painted Yellow (PMS 123) 2' - 5 " 3' - 6 " 6'-0" 2' - 1 0 " 5-3/4" 5-3/4" 2'-10" 3' - 6 " 2' - 5 " NO SCALE PAINTED 'DRIVE THRU' WITH ARROW1 NO SCALE PAINTED ARROW2 Note: Arrow shall be painted Yellow (PMS 123) NO SCALE RESERVED3 NO SCALE 5 N O NO SCALE PAINTED MOBILE ORDER SYMBOL6 RE V I E W E D B Y DR A W N B Y ST A T E N U M B E R Mc D O N A L D ' S U S A , L L C . RE V RE V I S I O N H I S T O R Y SH E E T N A M E PR O T O . I S S U E D DA T E R E V I E W E D NA T I O N A L N U M B E R DA T E DA T E I S S U E D TH E S E D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E C O N F I D E N T I A L A N D P R O P R I E T A R Y P R O P E R T Y O F M c D O N A L D ' S CO R P O R A T I O N A N D S H A L L N O T B E C O P I E D O R R E P R O D U C E D W I T H O U T W R I T T E N A U T H O R I Z A T I O N . T H E C O N T R A C T DO C U M E N T S W E R E P R E P A R E D F O R U S E O N T H I S S P E C I F I C S I T E I N C O N J U N C T I O N W I T H I T S I S S U E D A T E A N D AR E N O T S U I T A B L E F O R U S E O N A D I F F E R E N T S I T E O R A T A L A T E R T I M E . U S E O F T H E S E D R A W I N G S F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R P R O J E C T R E Q U I R E S T H E S E R V I C E S O F P R O P E R L Y L I C E N S E D A R C H I T E C T S AN D E N G I N E E R S . R E P R O D U C T I O N O F T H E C O N T R A C T D O C U M E N T S F O R R E U S E O N A N O T H E R P R O J E C T I S N O T A U T H O R I Z E D . CI T Y SH E E T N O . ST R E E T A D D R E S S ST A T E CO U N T Y CERTIFICATION PROJECT NO. FILE NAME:LA N D F O R M c 20 2 2 02 / 2 1 / 2 0 2 2 01 / 2 1 / 2 0 2 2 CN C ER W 02 2 - 0 3 3 5 21 8 3 5 HE N N E P I N MN 82 2 H W Y 5 5 ME D I N A MCD18417 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 Web: landform.net Know what's Below. Call before you dig. Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®® 01 / 2 7 / 2 0 2 2 NORTH 0 20 40 CI T Y S U B M I T T A L NOT F O R CONS T R U C T I O N 02 / 2 1 / 2 0 2 2 CI T Y R E S U B M I T T A L 2' - 5 " NO SCALE ROLL FORWARD PAINTED ARROW7 NOTE: ARROW SHALL BE PAINTED YELLOW (PMS 123) RESERVED P Land Acquisition Page 1 of 2 March 8, 2022 2120 Chippewa Road Planning Commission Meeting TO: Planning Commission FROM: Dusty Finke, Planning Director DATE: March 4, 2022 MEETING: March 8, 2022 Planning Commission Background The City’s Comprehensive Plan identifies the need for a neighborhood park in the vicinity of Chippewa Road/Mohawk Drive. The map below shows the “Park Search Area” from the Comprehensive Plan with a green circle and the planned land uses in the area. The park would mainly serve the following nearby uses: • Approximately 200 future residential units (Weston Woods + property west of Wealshire) • Okalee Senior Living, Wealshire • Polaris • Additional property planned for Business development. • Future Development Area to the north and west would be considered for potential residential development in future comprehensive plan processes. MEMORANDUM 2120 Chippewa Land Acquisition Page 2 of 2 March 8, 2022 2120 Chippewa Road Planning Commission Meeting The property at 2120 Chippewa Road is within the Park Search Area and was identified by staff and Council as a good opportunity for park land. The City has negotiated a purchase of the property over the past several months and recently entered into a purchase agreement for the land. The property is approximately 17 acres in size and the purchase price will be $897,000. The City’s Park Master Plan suggests approximately 10 acres of land for a neighborhood park. If the property is purchased, the Park Commission and City Council will discuss whether the entire property should be put to park use or if a portion should be reserved for other public uses or potentially sold. Planning Commission Review Minnesota Statutes, section 462.356, subd. 2, requires that before the City may acquire an interest in any real property, the planning commission must report to the city council, in writing, its findings regarding the proposed acquisition’s compliance with the municipal comprehensive plan. The purchase agreement is contingent upon the Planning Commission reviewing the acquisition and finding that it is consistent with the City’s Comprehensive Plan. As noted above, the Comprehensive Plan identifies need for acquisition of parkland in this vicinity and staff believes the acquisition is consistent with the Plan. Potential Planning Commission Action If the Planning Commission finds that the proposed acquisition is consistent with the Comprehensive Plan, staff has prepared the attached letter to report such finding to the City Council. Staff recommends the following action: Move to direct the Chair to report to the City Council that the Planning Commission finds the acquisition of 2120 Chippewa Road to be consistent with the Comprehensive Plan. Attachment Draft Letter March 8, 2022 Mayor Martin and Members of the City Council 2052 County Road 24 Medina, MN 55340 Dear Mayor Martin and Members of the City Council, The Medina Planning Commission reviewed the proposed acquisition of 2120 Chippewa Road (PID 03-118-23-24-0002) at its March 8, 2022 meeting pursuant to Minnesota Statutes, section 462.356, subd. 2. Following review, the Planning Commission found that the acquisition of 2120 Chippewa Road is consistent with Medina’s Comprehensive Plan. If you have any questions, please do not hesitate to contact me at beth.nielsen@medinamn.gov Sincerely, Beth Nielsen Planning Commission Chair 1 CITY OF MEDINA 1 PLANNING COMMISSION 2 DRAFT Meeting Minutes 3 Tuesday February 8, 2022 4 5 1. Call to Order: Chairperson Nielsen called the meeting to order at 7:01 p.m. 6 7 Nielsen read a statement explaining that the meeting continues to be held in a virtual format 8 due to the ongoing pandemic. She provided instructions for public participation. 9 10 Present: Planning Commissioners Ron Grajczyk, John Jacob, Beth Nielsen, Cindy Piper, 11 Justin Popp, Braden Rhem and Timothy Sedabres. 12 13 Absent: None. 14 15 Also Present: City Planning Director Dusty Finke and Planning Intern Colette Baumgardner. 16 17 2. Changes to Agenda 18 19 Motion by Nielsen, seconded by Popp, to amend the agenda to consider Council Meeting 20 Schedule as Item 3. 21 22 A roll call vote was performed: 23 24 Grajczyk aye 25 Jacob aye 26 Piper aye 27 Popp aye 28 Rhem aye 29 Sedabres aye 30 Nielsen aye 31 32 Motion carries unanimously. 33 34 3. Council Meeting Schedule 35 36 Finke advised that the Council will be meeting the following Tuesday and Popp volunteered 37 to attend in representation of the Commission. 38 39 4. Update from City Council Proceedings 40 41 Reid provided an update on the Council actions during the last month. 42 43 5. Planning Department Report 44 45 Finke provided an update. 46 47 6. Public Hearing – Rehkamp Larson on Behalf of Chad and MT Abraham – 48 3003 Hamel Road – Conditional Use Permit for Construction of Accessory 49 Dwelling Unit – PID 1611823210007 50 51 2 Baumgardner presented an application for a Conditional Use Permit (CUP) to construct a 52 two-bedroom accessory dwelling unit (ADU) and provided details on the subject site. She 53 provided renderings of the proposed ADU noting that there will be two dedicated garage 54 stalls for the ADU. She reviewed the specific conditions related to an ADU and noted that 55 staff believes that all general conditions are met within the proposal. She reviewed the staff 56 recommended conditions and stated that staff recommends approval of the request. 57 58 Popp asked for details on a well and whether that is included in the utilities. 59 60 Baumgardner confirmed that would be included in the review process by the City Engineer. 61 62 Ryan Bicek, representing the applicant, stated that he was present to address any questions. 63 He stated that the ADU will be constructed with the main house for the purpose of using it as 64 a guest house. 65 66 Nielsen opened the public hearing at 7:19 p.m. 67 68 No comments. 69 70 Nielsen closed the public hearing at 7:20 p.m. 71 72 The Commission members expressed support for the project and had no additional questions. 73 74 Nielsen asked and received confirmation that the applicant agrees with the conditions as 75 recommended by staff. 76 77 Motion by Piper, seconded by Jacob, to recommend approval of the Conditional Use 78 Permit with the conditions noted by staff. 79 80 A roll call vote was performed: 81 82 Grajczyk aye 83 Jacob aye 84 Piper aye 85 Popp aye 86 Rhem aye 87 Sedabres aye 88 Nielsen aye 89 90 Motion carries unanimously. 91 92 7. Approval of the January 11, 2022 Draft Planning Commission Meeting Minutes. 93 94 Motion by Rhem, seconded by Piper, to approve the January 11, 2022, Planning 95 Commission minutes with noted changes. 96 97 A roll call vote was performed: 98 99 Grajczyk aye 100 Jacob aye 101 Piper aye 102 Popp aye 103 Rhem aye 104 3 Sedabres aye 105 Nielsen aye 106 107 Motion carries unanimously. 108 109 8. Adjourn 110 111 Motion by Piper, seconded by Rhem, to adjourn the meeting at 7:26 p.m. 112 113 A roll call vote was performed: 114 115 Grajczyk aye 116 Jacob aye 117 Piper aye 118 Popp aye 119 Rhem aye 120 Sedabres aye 121 Nielsen aye 122 123 Motion carried unanimously. 124