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HomeMy Public PortalAbout03.01.2022 City Council Meeting Packet Posted 2/25/2022 Page 1 of 1 AGENDA FOR THE REGULAR MEETING OF THE MEDINA CITY COUNCIL Tuesday, March 1, 2022 7:00 P.M. Meeting to be held telephonically/virtually pursuant Minn. Stat. Sec. 13D.021 I. CALL TO ORDER II. PLEDGE OF ALLEGIANCE III. ADDITIONS TO THE AGENDA IV. APPROVAL OF MINUTES A. Minutes of the February 15, 2022 Regular Council Meeting V. CONSENT AGENDA A. Authorize Interfund Loan for Advance of Certain Road Construction Costs for Arrowhead Drive B. Adopt Ordinance Establishing a Planned Unit Development District for Marsh Pointe Preserve C. Adopt Resolution Authorizing Publication of Marsh Pointe Preserve Ordinance by Title and Summary D. Adopt Resolution Granting Preliminary Plat and PUD General Plan Approval for Marsh Pointe Preserve E. Approve Marsh Pointe Preserve Wetland Replacement Plan F. Approve Temporary Liquor License to Wildlife Rehabilitation Center of Minnesota G. Approve Rooftop Elements Ordinance Amendment H. Authorize Publication of Rooftop Elements Ordinance by Title and Summary I. Approve Weed Control Services Agreement with Jenco Property Maintenance J. Appoint Will Gunter to the Park Commission K. Approve Uptown Hamel Economic Development RFP VI. COMMENTS A. From Citizens on Items Not on the Agenda B. Park Commission C. Planning Commission VII. PRESENTATIONS A. Hennepin County Commissioner Kevin Anderson B. Fire Department Annual Reports VIII. OLD BUSINESS A. Medina Ventures – Medina Park and Boardwalk – PUD Concept Plan - 1472 Highway 55 B. Jeffery and Chris Cates – Environmental Assessment Worksheet (EAW) – Proposed Commercial/Industrial Development – PIDs 04-118-23-11-0002, 04-118-23-14-0004 IX. NEW BUSINESS A. Deng – Variance from setback from ISTS to wetland – 2472 Parkview Drive (PID 1611823330002) – Public Hearing B. Abraham Accessory Dwelling Unit CUP 1. Resolution Authorizing Publication of Ordinance by Title and Summary X. CITY ADMINISTRATOR REPORT XI. MAYOR & CITY COUNCIL REPORTS XII. APPROVAL TO PAY BILLS XIII. ADJOURN Telephonic/Virtual Meeting Call-in Instructions Join via Microsoft Teams to view presentations at this link: https://medinamn.us/council/ For audio only: +1 612-517-3122 Enter Conference ID: 183 540 644# MEMORANDUM TO: Medina Mayor and City Council FROM: Scott Johnson, City Administrator DATE OF REPORT: February 24, 2022 DATE OF MEETING: March 1, 2022 SUBJECT: City Council Meeting Report Telephonic/Virtual Meeting Call-in Instructions Join via Microsoft Teams to view presentations at this link: https://medinamn.us/council/ For audio only: Dial 1-612-517-3122; Enter Conference ID: 183 540 644# V. CONSENT AGENDA A. Authorize Interfund Loan for Advance of Certain Road Construction Costs for Arrowhead Drive – Finance Director Erin Barnhart has put together the attached resolution to pay for related project costs. The resolution gives Medina the option to bond in the future or use other funding options. Staff recommends approval. See attached resolution. B. Adopt Ordinance Establishing a Planned Unit Development District for Marsh Pointe Preserve – Staff drafted the attached ordinance consistent with the direction from the February 2, 2022, City Council Meeting. Staff recommends approval. See attached ordinance. C. Adopt Resolution Authorizing Publication of Marsh Pointe Preserve Ordinance by Title and Summary – Attached is a resolution for summary publication of the Marsh Pointe Preserve Ordinance. Staff recommends approval. See attached resolution. D. Adopt Resolution Granting Preliminary Plat and PUD General Plan Approval for Marsh Pointe Preserve – Staff drafted the attached resolution consistent with the direction from the February 2, 2022, City Council Meeting. Staff recommends approval. See attached resolution. E. Approve Marsh Pointe Preserve Wetland Replacement Plan – The wetland replacement plan is consistent with the direction from the February 2, 2022, City Council Meeting. Staff recommends approval. See attached plan. 2 F. Approve Temporary Liquor License to Wildlife Rehabilitation Center of Minnesota – All required paperwork has been submitted for the temporary liquor license. Staff recommends approval. G. Approve Rooftop Elements Ordinance Amendment - Staff drafted the attached ordinance consistent with the direction from the February 15, 2022, City Council Meeting. Staff recommends approval. See attached ordinance. H. Authorize Publication of Rooftop Elements Ordinance by Title and Summary - Attached is a resolution for summary publication of the Rooftop Elements Ordinance. Staff recommends approval. I. Approve Weed Control Services Agreement with Jenco Property Maintenance – Public Works Director Steve Scherer is recommending an agreement with Jenco Property Maintenance for weed control services for 2022 and 2023. Staff recommends approval. See attached agreement. J. Appoint Will Gunter to the Park Commission – Interviews took place recently to fill the remaining opening on the Park Commission. The interview panel recommended Will Gunter for the Park Commission opening. Staff recommends approval. See attached resolution. K. Approve Uptown Hamel Economic Development RFP - In the Fall of 2021, the City of Medina was awarded a grant from Hennepin County through their Housing & Economic Development Corridor Planning program due to the great work of Planning Director Dusty Finke. The grant is for a maximum of $25,000 from Hennepin County and requires at least a 25% match (minimum of $6250 if the full grant is utilized) from the City. The grant was intended to be used to fund a request for proposals (RFP) for economic development consulting services. The intent of the project is to receive guidance from a firm with successful experience in economic development to create an actionable plan for how the City and property owners can encourage and support development. The plan will be based on current and projected market conditions, previous community visioning sessions, conversations with business and property owners, and existing development. Staff recommends approval. See attached request for proposals. 3 VII. OLD BUSINESS A. Medina Ventures – Medina Park and Boardwalk – PUD Concept Plan - 1472 Highway 55 – The City Council reviewed the PUD Concept Plan at the February 2, 2022, meeting from Medina Ventures, LLC for the Meander Park and Boardwalk development. Further review was requested by the City Council at the February 15, 2022, meeting. The applicant is available to discuss this further at the March 1 meeting. The full report from this review is available upon request and an excerpt from the meeting minutes is attached for reference. Staff believes improved connectivity through the Meander Park and Boardwalk site is important. This would provide easier access for the uses on the east side of the project to Meander and from the uses on the west side of the site to future Tamarack. The Council can accept additional feedback on this matter from the applicant and the property owner to the east and provide additional feedback on the concept plan, if any, at the March 1 meeting. This is a concept review and no formal action is typically taken by the City Council. B. Jeffery and Chris Cates – Environmental Assessment Worksheet (EAW) – Proposed Commercial/Industrial Development – After preparing the EAW and reviewing and preparing responses to comments, staff does not believe the project meets the criteria for requiring an EIS as described in state rules. The project would be subject to review by various agencies if it were to proceed with final design, and staff believes the regulatory process would provide adequate opportunity for review and implementation of appropriate mitigative measures. The City retains discretion when ultimately making decisions on the Comprehensive Plan Amendment and other relevant land use applications. The City’s determination on whether an EIS is required does not limit the City’s decision-making on land use requests. The Comp Plan Amendment will be reviewed through the formal process, where more information will be provided for review. The comments and report from the EAW will be one component of this information. Potential Motions: 1. Motion to approve the Cates Industrial Park EAW Findings of Fact and Record of Decision 2. Motion to adopt the resolution approving the response to comments, findings of fact, and record of decision for the Cates Industrial Park EAW and making a negative declaration upon the need for an Environmental Impact Statement VII. NEW BUSINESS A. Deng – Variance from setback from ISTS to wetland – 2472 Parkview Drive (PID 1611823330002) – Public Hearing – Jet Deng has requested a variance from the City’s minimum setback requirement for components of an individual subsurface sewage treatment system (ISTS, or septic system) to a wetland at 2472 Parkview Drive. The 4 subject site is located at the northeast corner of County Road 24 and Parkview Drive. The applicant proposes to add an addition on the home, adding a bedroom. Adding a bedroom requires expansion of the ISTS and the tanks also need to be updated. The existing tanks and soil treatment and dispersal area (mound) of the ISTS are approximately 30 feet from the wetland and do not currently meet the 75-foot setback. The new proposed tanks would be further from the wetland than the existing tanks. However, the proposed expansion of the mound would be approximately three feet closer to the wetland. Potential Motion: Move to direct staff to draft a resolution approving the variance subject to the conditions noted in the staff report. B. Abraham Accessory Dwelling Unit CUP – Rehkamp Larson Architects has submitted a request for a Conditional Use Permit (CUP) on behalf of the Abraham family to build an Accessory Dwelling Unit on their property at 3003 Hamel Rd. The Accessory Dwelling Unit (ADU) will have two bedrooms, a living space, a kitchen, and a two-car garage. The ADU will be built in conjunction with a new home on their property and will have compatible building materials and architectural style as the main house. The subject property is 16.97 acres in size and is zoned Rural Residential. Most of the southern border of the property is on School Lake or its shoreland. The property is bordered to the north by Hamel Rd (County Rd 115). The neighboring property to the east is vacant and to the west is a single-family home. The lot is subject to the requirements of the Shoreland Overlay District because it is located adjacent to School Lake. The previous home and barn on the property were demolished in 2017, so the subject property is currently vacant. The proposed use would develop the property to have a single-family home and one accessory structure. Potential Motion: Move to direct staff to draft a resolution approving the Conditional Use Permit based upon the findings and subject to the conditions described in the staff report. XI. APPROVAL TO PAY BILLS Recommended Motion: Motion to approve the bills, EFT 006258E-006284E for $86,501.64 and order check numbers 052621-052684 for $144,723.98, and payroll EFT 0511649-0511679 for $56,260.95. INFORMATION PACKET: • Planning Department Update • Police Department Update • Public Works Department Update • Claims List Medina City Council Meeting Minutes February 15, 2022 1 DRAFT 1 2 MEDINA CITY COUNCIL MEETING MINUTES OF FEBRUARY 15, 2022 3 4 The City Council of Medina, Minnesota met in regular session on February 15, 2022 at 5 7:00 p.m. in the City Hall Chambers. Mayor Martin presided. 6 7 Martin read a statement explaining that the meeting continues to be held in a virtual 8 format due to the ongoing pandemic and provided instructions for public participation. 9 10 I. ROLL CALL 11 12 Members present: Albers, Cavanaugh, DesLauriers, Martin, and Reid. 13 14 Members absent: None. 15 16 Also present: City Administrator Scott Johnson, Planning Intern Colette Baumgardner, 17 City Attorney Ron Batty, Finance Director Erin Barnhart, City Engineer Jim Stremel, City 18 Planning Director Dusty Finke, Public Works Director Steve Scherer, and Chief of Police 19 Jason Nelson. 20 21 II. PLEDGE OF ALLEGIANCE (7:04 p.m.) 22 23 III. ADDITIONS TO THE AGENDA (7:04 p.m.) 24 The agenda was approved as presented. 25 26 IV. APPROVAL OF MINUTES (7:04 p.m.) 27 28 A. Approval of the February 2, 2022 Regular City Council Meeting Minutes 29 Martin noted that prior to the meeting Johnson distributed corrections that she had 30 suggested for incorporation. 31 32 Moved by Martin, seconded by Reid, to approve the February 2, 2022 regular City 33 Council meeting minutes as amended. 34 35 A roll call vote was performed: 36 37 DesLauriers aye 38 Albers aye 39 Cavanaugh aye 40 Reid aye 41 Martin aye 42 43 Motion passed unanimously. 44 45 V. CONSENT AGENDA (7:05 p.m.) 46 47 A. Approve Police Department Animal Impound Agreements 48 B. Approve Purchase Agreement for 2120 Chippewa Road 49 C. Approve Resolution Accepting Park Bench Donation from Duane and Jan 50 Hendrickson 51 Medina City Council Meeting Minutes February 15, 2022 2 D. Approve Brush Grinding Agreement with Minnesota Topsoil 1 E. Approve Hunter Park Court Surface Color Installation Agreement 2 F. Approve Hunter Park Fence Installation Agreement 3 G. Approve Hunter Park Asphalt Agreement 4 Moved by DesLauriers, seconded by Reid, to approve the consent agenda. 5 6 A roll call vote was performed: 7 8 DesLauriers aye 9 Albers aye 10 Cavanaugh aye 11 Reid aye 12 Martin aye 13 14 Motion passed unanimously. 15 16 VI. COMMENTS (7:07 p.m.) 17 18 A. Comments from Citizens on Items not on the Agenda 19 There were none. 20 21 B. Park Commission 22 Scherer reported that the Park Commission meets the following night to consider the 23 results of the Lakeshore Park survey, 2120 Chippewa Road land acquisition, and will 24 also review updates of the park fund. 25 26 C. Planning Commission 27 Planning Commissioner Popp reported that the Planning Commission met the previous 28 week to review a request for a Conditional Use Permit for an accessory dwelling unit at 29 3003 Hamel Road. He explained that the accessory dwelling unit would have two 30 bedrooms and would be constructed in conjunction with the primary home on the 31 property. He stated that the Commission unanimously recommended approval of the 32 request. 33 34 VII. NEW BUSINESS 35 36 A. 744 Aster Road Proposed Easement Vacation – Public Hearing (7:11 p.m.) 37 Johnson stated that there is a proposed easement vacation for 744 Aster Road. He 38 stated that vacating two feet of the easement would allow construction of a larger deck in 39 the rear yard. 40 41 Finke presented the request to vacate two feet of an existing 20-foot easement running 42 through the backyard of the subject property. He stated that there is an existing 43 stormwater pipe running through the easement, noting that the stormwater pipe is 44 privately owned and operated by the HOA. He stated that the City does take public 45 easements over such infrastructure as the City has the right, but not obligation, to 46 maintain that infrastructure if not done by the HOA. He stated that because of the 47 easement there would only be eight feet from the back of the home to the easement line. 48 He stated that the applicant would like to have ten feet for a deck. He stated that staff 49 believes that the vacation of two feet of the easement would still allow for proper 50 maintenance activity should that be necessary. He stated that a utility locate was 51 Medina City Council Meeting Minutes February 15, 2022 3 completed to ensure no other utilities in the easement. He asked that the Council hold a 1 public hearing before taking any action. 2 3 Martin opened the public hearing. 4 5 No comments. 6 7 Moved by Cavanaugh, seconded by Martin, to close the public hearing. 8 9 A roll call vote was performed: 10 11 DesLauriers aye 12 Albers aye 13 Cavanaugh aye 14 Reid aye 15 Martin aye 16 17 Motion passed unanimously. 18 19 Moved by DesLauriers, seconded by Albers, to adopt the Resolution Vacating a Portion 20 of the Drainage and Utility Easements within 744 Aster Road. 21 22 A roll call vote was performed: 23 24 DesLauriers aye 25 Albers aye 26 Cavanaugh aye 27 Reid aye 28 Martin aye 29 30 Motion passed unanimously. 31 32 VIII. OLD BUSINESS 33 34 A. Ordinance Amendment – Rooftop Elements (7:18 p.m.) 35 Johnson stated that the majority of the Council reviewed this at meetings in December 36 and January and agreed that further regulation of height would not be necessary, and 37 that the framework presented and recommended by the Planning Commission would be 38 suitable. He also reiterated the comments from the City Attorney that were included in 39 the staff memo. 40 41 Baumgardner provided background information on the process the Council, staff and 42 Planning Commission have gone through over the past several months related to the 43 review of rooftop elements. She stated that the Council reviewed this at its last meeting 44 and agreed with the regulation method as presented by staff. She reviewed the draft 45 ordinance regulations and recommended adoption as presented. 46 47 Darrin Rosha, representing BAPS, stated that the proposal from BAPS included 20- and 48 35-feet roof heights with spires of 30 feet in height and flagpoles atop, for total height of 49 50 feet. He stated that as proposed, the spires would be five feet higher than allowed if 50 coming from the 35 feet height. He noted that the flagpoles would also be a few feet 51 Medina City Council Meeting Minutes February 15, 2022 4 above that. He stated that he has spoken with a few members of the Council outside of 1 the meeting. He stated that BAPS brought forward its request when there were no 2 regulations, and the spires and flagpoles would be lower than existing rooftop elements 3 found in Medina. He stated that when moving forward, entities would be aware of the 4 regulations prior to submitting requests but such regulations did not exist when BAPS 5 came forward with its proposal. He stated that as proposed, the preferred design for 6 BAPS would not be allowed which is important for their religious beliefs. 7 8 Asit Waghani, representing BAPS, stated that they are wanting a larger site that will act 9 as their home. He stated that they acquired the land in Medina and started the process 10 of site plan approval. He noted that they did receive a unanimous recommendation of 11 approval from the Planning Commission and then received questions about the rooftop 12 elements by the City Council. He stated that the Council ultimately decided to institute a 13 moratorium related to rooftop elements which caused more delay. He stated that they 14 decided to remove the rooftop elements from their design to receive approval for the 15 remainder of their building, with anticipation to amend their site plan after the rooftop 16 element discussion was completed. He explained that the spires are important for their 17 religious beliefs. He stated there would be a few feet difference between their request 18 and what is proposed for the regulation. He asked if BAPS could be considered similar 19 to the other religious institutions that have rooftop elements exceeding the height 20 proposed in the ordinance. 21 22 Cavanaugh asked if 50 feet is the maximum height requested. 23 24 Waghani confirmed that 50 feet would be the maximum height for rooftop elements. 25 26 Cavanaugh asked if that would include the flagpoles and flags. 27 28 Waghani replied that the flags would be a few feet higher. 29 30 Martin noted that the Council has reviewed this at multiple meetings and the proposed 31 draft has also been reviewed by the City Attorney. 32 33 Reid commented that she does not understand why a Conditional Use Permit could not 34 be applied for. 35 36 Martin stated that the Council had discussion on that concept at the last two meetings. 37 She asked if Reid had certain circumstances in mind that would justify a CUP. 38 39 Reid stated that this is a specific request, and she did not understand why the request 40 for a CUP could not be made. She stated that there is an industrial area down the road 41 where a CUP could be requested. She stated that this building would not be converted 42 to another use in the foreseeable future therefore she did not see an issue. 43 44 Martin stated that a CUP could be requested if the ordinance includes a provision to 45 allow that request. She stated that there is not a provision in the draft ordinance that 46 would permit a party to seek a CUP to exceed the maximum allowed height for a rooftop 47 element. 48 49 Reid replied that she did not see a large difference between rooftop equipment and 50 rooftop elements. 51 Medina City Council Meeting Minutes February 15, 2022 5 1 Martin clarified that Reid is stating that the ordinance should provide an option to seek a 2 CUP, similar to rooftop equipment. 3 4 Batty stated that if the Council wants to allow something else by CUP, it can do that by 5 including a CUP for this use in this district. He stated that would require that the 6 conditions under which a CUP would be issued would need to be articulated. He stated 7 that there is an entire section of the City Code which lists conditional uses within zoning 8 districts and the related standards and conditions. He noted that those standards and 9 conditions would need to be listed in the ordinance. 10 11 Martin stated that staff did provide some suggestions and the Council ultimately decided 12 that a provision for a CUP should not be included in this ordinance. 13 14 Cavanaugh commented that he spoke with staff earlier today and it did not seem that 15 adding a provision for a CUP would be the best path to follow. 16 17 Albers stated that he is noncommittal on whether to add a provision for a CUP. 18 19 Martin asked for input from staff. 20 21 Finke commented that there would be an option to add a provision to allow a CUP. He 22 explained that a purpose would need to be identified for the additional height and 23 specific standards would need to be developed that would apply. He asked the type of 24 standards that would mitigate the reason it is being designated as a conditional use 25 rather than a permitted use. He provided examples of other conditional uses and the 26 standards that apply to mitigate those uses. He stated that it was not clear to staff as to 27 the additional standards that would apply or the purpose, but for the idea of allowing 28 additional height. 29 30 DesLauriers stated that when they went through this process, they separated rooftop 31 equipment and rooftop elements. He asked if rooftop equipment has the ability to 32 request a CUP. 33 34 Finke replied that a CUP can be requested for mechanical equipment and noted that 35 conditions were developed specific to that purpose. He stated that the conditions are 36 related to screening of the equipment, whereas you cannot adequately screen rooftop 37 elements in the same manner. 38 39 DesLauriers stated that perhaps screening is required for architectural elements, such 40 as screening the flagpole with netting and allowing the flag to show. 41 42 Reid suggested that the applicant explain in its request for a CUP that the architectural 43 element is necessary for the design of the building and justification be provided in that 44 manner. 45 46 Martin stated that an architectural element is a part of the design so she was unsure how 47 that would work. She asked the offset for having the additional height. She recognized 48 that screening would defeat the purpose of having an architectural element. She 49 believed that the goal in establishing regulation for rooftop elements was to protect the 50 rural character of Medina and its viewscapes. She stated that the only method in which 51 Medina City Council Meeting Minutes February 15, 2022 6 she would think a CUP could be used for that purpose would be if there were adequate 1 setbacks to ensure that the impact of the additional height would be less to adjacent 2 properties. 3 4 Reid appreciated the discussion and stated that perhaps there is not a solution, but she 5 wished there were. 6 7 Cavanaugh stated that the building next door to this site (Autoplex) is approaching, if not 8 at, 50 feet. He stated that the building as originally proposed by BAPS would have fit 9 within the existing regulations the City had. He stated that he does not see a large 10 difference between 45 and 50 feet. He suggested a solution under subdivision one, 11 section B, to add a part three that would allow 50 feet above the average grade for all 12 non-residential districts. 13 14 Finke provided suggested language should the Council desire to add that provision. 15 16 Reid agreed that would provide more flexibility and supported the addition. 17 18 Albers commented that he could also support that change. 19 20 DesLauriers stated that he would also agree to the change. 21 22 Martin noted that she would also agree with the change. She asked staff and received 23 confirmation that the action could be to direct staff to make the suggested change and 24 bring the item back for approval on the next Consent Agenda. 25 26 Moved by Martin, seconded by Reid, to direct staff to further revise the proposed 27 ordinance presented to add a third measurement in respect to architectural features that 28 would apply in non-residential districts as discussed by the Council and to bring the 29 matter back to the Consent Agenda. 30 31 A roll call vote was performed: 32 33 DesLauriers aye 34 Albers aye 35 Cavanaugh aye 36 Reid aye 37 Martin aye 38 39 Motion passed unanimously. 40 41 IX. CITY ADMINISTRATOR REPORT (8:05 p.m.) 42 Johnson stated that Finke provided information requested by the Council on future 43 Tamarack Drive and Meander Road. Staff asked if the Council wanted to revisit that 44 topic at the March 1st meeting. 45 46 DesLauriers commented that he does think the topic should come back to review the 47 notes and ensure that everyone is still on the same page as they move forward. 48 49 Reid agreed that this should come back as there are many moving parts. 50 51 Medina City Council Meeting Minutes February 15, 2022 7 Martin confirmed the consensus of the Council to bring that topic back for additional 1 review. 2 3 Albers proposed that item be on the worksession agenda for the second meeting in 4 March rather than the regular Council agenda. 5 6 DesLauriers agreed that a worksession setting would be appropriate noting that perhaps 7 the landowners can be a part of that discussion as well. 8 9 Johnson confirmed the item could be placed on the works session agenda in March. 10 Staff will check with the landowners to determine which Council meeting in March 11 (March 1st or March 15th Work Session) they are available to meet with the City Council. 12 13 X. MAYOR & CITY COUNCIL REPORTS (8:12 p.m.) 14 No additional comments. 15 16 XI. APPROVAL TO PAY THE BILLS (8:12 p.m.) 17 Moved by Cavanaugh, seconded by Martin, to approve the bills, EFT 006251E-006257E 18 for $46,969.66, order check numbers 052599-052620for $114,213.39, and payroll EFT 19 0511614-0511648 for $57,767. 20 21 A roll call vote was performed: 22 23 DesLauriers aye 24 Albers aye 25 Cavanaugh aye 26 Reid aye 27 Martin aye 28 29 Motion passed unanimously. 30 31 XII. ADJOURN 32 Moved by DesLauriers, seconded by Martin, to adjourn the meeting at 8:13 p.m. 33 34 A roll call vote was performed: 35 36 DesLauriers aye 37 Albers aye 38 Cavanaugh aye 39 Reid aye 40 Martin aye 41 42 Motion passed unanimously. 43 44 45 __________________________________ 46 Kathy Martin, Mayor 47 Attest: 48 49 ____________________________________ 50 Scott Johnson, City Administrator 51 Resolution No. 2022- March 1, 2022 Member ______ introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. ____ AUTHORIZING INTERFUND LOAN FOR ADVANCE OF CERTAIN ROAD CONSTRUCTION COSTS BE IT RESOLVED By the City Council of the City of Medina, Minnesota (the “City”) as follows: Section 1. Background. 1.01. The City plans on incurring costs related to a road construction project on Arrowhead Drive in the City (the “Project Costs”). 1.02. The City intends to advance funds from one or more City funds to pay the Project Costs, and proposes to designate such advances as an interfund loan in accordance with the terms of this resolution. 1.03. The City may determine to issue taxable general obligation bonds or other obligations in the future to pay the interfund loan authorized pursuant to this resolution. 1.04. If the City does not issue obligations to pay the interfund loan, the City will pay the Interfund Loan with assessments received for the Arrowhead Drive project and other funds of the City. Section 2. Repayment of Interfund Loan. 2.01. The City shall borrow funds from various sources to pay all or a portion of the Project Costs in a principal amount of up to $800,000 (the “Interfund Loan”). [Interest shall accrue on the principal amount from the date of disbursement of the Interfund Loan at the rate of 5% per annum.] [No interest shall accrue on the Interfund Loan.] 2.02. The Interfund Loan is payable from (i) the proceeds of obligations the City may issue in the future to pay the Interfund Loan; (ii) the assessments received from the Arrowhead Drive project; and (ii) from any other revenues available to the City. 2.03. Principal and interest payments (the “Payments”) on the Interfund Loan shall be made at the time from any revenue sources that are available to make installment payments. Payments will be credited to the respective City fund from which the Interfund Loan was drawn. All Payments shall be applied first to accrued interest, and then to unpaid principal of the Interfund Loan. 2.04. The principal sum and all accrued interest payable under the Interfund Loan is pre- payable in whole or in part at any time by the City without premium or penalty. 2.05. The City may at any time make a determination to forgive the outstanding principal amount and accrued interest on the Interfund Loan to the extent permissible under law. Agenda Item #5A Resolution No. 2022- March 1, 2022 2.06. The City may from time to time amend the terms of this Resolution to the extent permitted by law, including without limitation, amendment to the payment schedule and the interest rate. Section 3. Effective Date. This resolution is effective upon approval. Dated: March 1, 2022 Kathleen Martin, Mayor Attest: Caitlyn Walker, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member _____ and upon vote being taken thereon, the following voted in favor thereof: and the following voted against same: Whereupon said resolution was declared duly passed and adopted. Ordinance No. ### 1 DATE CITY OF MEDINA ORDINANCE NO. ### AN ORDINANCE ESTABLISHING A PLANNED UNIT DEVELOPMENT DISTRICT FOR “MARSH POINTE PRESERVE” 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 attached hereto (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 Property subject to the zoning amendment is depicted on the map in Exhibit B attached hereto. Section 3. The Marsh Pointe Preserve 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 Marsh Pointe Preserve General Plan dated December 13, 2021 which are incorporated herein by reference. B. Any standards not specifically addressed by this ordinance shall be the requirements set forth in the Medina Zoning Ordinance, including the Single- and Two-Family Residential (“R2”) and other relevant standards. Section 4. Allowed Uses. The allowed uses within the PUD District shall be the permitted, conditional, and accessory uses described in the R2 zoning district, except that two family dwelling shall not be permitted. Section 5. Lot Standards. Lots within the PUD District shall be subject to the requirements of the R2 zoning district except as explicitly described below. A. Minimum lot size: 9,000 square feet B. Minimum lot width: 68 feet C. Minimum lot depth: 100 feet D. Minimum front yard setback: 25 feet E. Minimum side yard setback: 7.5 feet Agenda Item #5B Ordinance No. ### 2 DATE F. Minimum rear yard setback: 25 feet. The rear yard setback may be reduced to 15 feet if abutting a preserved open space or common area, but may not be reduced if abutting public park property. G. Minimum Collector Roadway setback: 40 feet H. Maximum impervious surface coverage: 55% Section 6. Design and Development Standards. All standards not specified by this ordinance shall be the same as found in the Medina Zoning Ordinance for the R2 zoning district. The following deviations from the underlying performance standards are hereby in place for the Marsh Pointe Preserve 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 approval. At a minimum, architectural requirements shall include: i. Primary materials. Primary siding material shall be fiber cement, engineered wood siding, stucco, or similar alternative (no vinyl). ii. Accents materials. Horizonal lap siding shall not exceed 50% of street-facing façade (excluding garage doors). iii. Front façade shall include porch iv. Garage doors shall include window elements v. Front and rear elevations shall provide roof differentiation, dormers, or similar elements. B. Structures shall be one-story design excepting basements. Bonus space may be constructed within the roofline of the structure, but the eave height shall be limited to one-story at the front elevation. The elevation of the highest point of the roof shall not exceed: i. Blocks 1-2: 32 feet above the ground elevation at the garage. ii. Blocks 3-5: 35 feet above the ground elevation at the garage. C. Landscaping and tree replacement shall be consistent with the landscaping plan approved by the City Council at the time of final plat approval, which shall be subject to review for consistency with all required enhancements. Section 7. Subdivision Design Standards. A. The arrangement and dimensions of lots, blocks, outlots, rights-of-way, and easements shall be as depicted with the Marsh Pointe Preserve plat approved by the City Council. Such plat shall be consistent with the preliminary plat dated December 13, 2021 except as modified by the City Council at the time of final plat approval. B. “Street A” may be permitted to exceed the maximum length and number of lots served described within the Subdivision Ordinance, as depicted on the preliminary plat dated December 13, 2021. Section 8. The City of Medina Zoning Administrator is hereby directed to place this ordinance into effect and to make the appropriate changes to the official Medina zoning map to reflect the change in zoning classifications as set forth above only upon recording of the Marsh Pointe Preserve plat with Hennepin County. Ordinance No. ### 3 DATE Section 9. A copy of this ordinance and the updated map shall be kept on file at the Medina City Hall. Section 10. This ordinance shall be effective upon its passage, publication, and recording of the Marsh Pointe Preserve plat. Adopted by the Medina City Council this ___ day of ___________, 2022. CITY OF MEDINA By: Kathleen Martin, Mayor Attest: By: Caitlyn Walker, City Clerk Published in the Crow River News on this day the ____ of ___________, 2022. Ordinance No. ### 4 DATE EXHIBIT A Legal Description of the Property Ordinance No. ### 5 DATE EXHIBIT B Map Showing Location of Property Subject to Marsh Pointe Preserve PUD Resolution No. 2022-## March 1, 2022 Member ________ introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. 2022-## RESOLUTION AUTHORIZING PUBLICATION OF ORDINANCE NO. ### BY TITLE AND SUMMARY WHEREAS, the city council of the City of Medina has adopted Ordinance No. ###, an ordinance establishing a planned unit development district for “Marsh Pointe Preserve” and amending the official zoning map; and WHEREAS, Minnesota Statues § 412.191, subdivision 4 allows publications by title and summary in the case of lengthy ordinances or those containing charts or maps; and WHEREAS, the ordinance is five pages in length and contains a map; and WHEREAS, the city council believes that the following summary would clearly inform the public of the intent and effect of the ordinance. NOW, THEREFORE, BE IT RESOLVED by the city council of the City of Medina that the city clerk shall cause the following summary of Ordinance No. ### to be published in the official newspaper in lieu of the ordinance in its entirety: Public Notice The city council of the City of Medina has adopted Ordinance No. ##, an ordinance establishing a planned unit development district for “Marsh Pointe Preserve.” The ordinance rezones property proposed to be subdivided and developed as Marsh Pointe Preserve to planned unit development. The subject property includes 4250, 4268, 4290, and 4292 Arrowhead Drive. The full text of the ordinance is available from the city clerk at Medina city hall during regular business hours. BE IT FURTHER RESOLVED by the city council of the City of Medina that the city clerk keep a copy of the ordinance in her office at city hall for public inspection and that she post a full copy of the ordinance in a public place within the city. Agenda Item #5C Resolution No. 2022-## 2 March 1, 2022 Dated: March 1, 2022. ______________________________ Kathleen Martin, Mayor ATTEST: _________________________________ Caitlyn Walker, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member ________ upon vote being taken thereon, the following voted in favor thereof: And the following voted against same: Whereupon said resolution was declared duly passed and adopted. Resolution No. 2022-## DATE ME230-755-782023.v2 Member _________ introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. 2022-## RESOLUTION GRANTING PRELIMINARY PLAT AND PUD GENERAL PLAN APPROVAL FOR MARSH POINTE PRESERVE WHEREAS, the city of Medina (the “City”) is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, BPS Properties, LLC (the “Applicant”) owns property at 4250-4292 Arrowhead Drive (the “Property”), which is legally described in Exhibit A, attached hereto; and WHEREAS, the Applicant has requested approval of a planned unit development general plan and preliminary plat to subdivide and develop the Property into 30 detached single-family lots; and WHEREAS, the preliminary plat is tentatively proposed to be called Marsh Pointe Preserve; and WHEREAS, on January 11, 2022, the Planning Commission held a duly noticed public hearing, reviewed the information provided by the Applicant and City staff, heard testimony from interested parties, and recommended approval of the general plan and preliminary plat; and WHEREAS, on February 2, 2022, the City Council reviewed the proposed general plan and preliminary plat, considered the recommendation of the Planning Commission and heard additional testimony; and WHEREAS, regarding the purpose of the Planned Unit Development regulations, the City Council finds that the proposed Planned Unit Development: a. supports higher standards of site and building design and development of single-story villa homes; b. effectuates the objectives of the Comprehensive Plan; and c. results in a more desirable environment than might be possible through strict application of zoning and subdivision regulations; and WHEREAS, subject to the fulfillment of the conditions noted below, the City Council makes the following findings of fact regarding the preliminary plat based on the requirements of the Subdivision Ordinance: a. The proposed preliminary plat is not in conflict with the Comprehensive Plan and is not premature for consideration; b. The subdivision is appropriate for the physical conditions on the site including the topography, storm water, natural resources, and soils; Agenda Item #5D Resolution No. 2022-## 2 March 1, 2022 ME230-755-782023.v2 c. The site is physically suitable for the proposed density of development and meets minimum lot size standards; d. The proposed subdivision is not likely to cause substantial environmental damage; e. The proposed subdivision is not likely to be injurious to public health; and f. The proposed subdivision and its improvements will not conflict with public or private streets, easements, or right-of-ways. NOW, THEREFORE BE IT RESOLVED, that the City Council of Medina, Minnesota hereby grants approval of the PUD general plan and preliminary plat approval for Marsh Pointe Preserve, subject to the following terms and conditions: 1) The approvals hereby granted are contingent upon approval of a Wetland Replacement Plan, approval of which must be obtained prior to action on the final plat. 2) The Applicant shall enter into a development agreement with the City, which shall include the conditions described below as well as other requirements of city ordinance or policy. 3) The Applicant shall install all improvements shown on the plans dated December 15, 2021 except as may be modified herein. Final plans shall be provided at the time of final plat and shall address the comments of the City Engineer, Fire Marshal, Elm Creek Watershed District, other relevant staff and agencies and the conditions noted herein. The plans shall be subject to review and approval by the City Engineer. 4) The plat shall provide drainage and utility easements over all stormwater improvements, wetlands, and drainageways and along the perimeter of lots as recommended by the City Engineer. 5) The Applicant shall meet the requirements of the wetland protection ordinance, including provision of easements, planting of vegetation and installation of signage. 6) Homes constructed within the PUD shall be consistent with the architectural requirements approved by the City Council at the time of final plat approval and as described in Ordinance ###. 7) The Applicant shall update the plat to dedicate Outlot D of the preliminary plat, located at the southeast corner of Arrowhead Drive and “Street A,” as right-of-way. Landscaping may be allowed within this area if approved by City staff, but may be removed at any time if deemed necessary by the City. 8) The Applicant shall construct a turn lane on Arrowhead Drive at the proposed intersection with “Street A” recommended by the City Engineer. 9) The Applicant shall update the street alignment as recommended by the City Engineer, including removing sudden curves of “Street A” approaching Arrowhead Drive and providing a wider a boulevard between the street and trail. 10) The Applicant shall grant trail easements as recommended by City staff for the trails shown on the plan. The Applicant shall pay a park dedication fee of $141,400 in lieu of additional land dedication. 11) The Applicant has represented to the City that it has agreements with the owners of parcels to the north of the Property related to the removal of dead trees and invasive species and installation of new landscaping that it has access to those parcels to perform the required work. The Applicant shall update the landscaping plans to incorporate the work required by these agreements. Resolution No. 2022-## 3 March 1, 2022 ME230-755-782023.v2 12) The Applicant shall update landscaping plans to identify proposed landscaping on adjust the location of plantings so that vegetation will not interfere with the trail when mature. 13) The Applicant shall update grading in the rear of Block 2 so that drainage does not impact the trail. 14) The Applicant shall submit information to verify that the average 50-foot buffer is provided around the wetlands. 15) The Applicant shall submit a letter of credit in an amount of 150% of the cost of site improvements to ensure completion. 16) The Applicant shall execute and record a Stormwater Maintenance Agreement in a form and of substance acceptable to the City Attorney to describe the responsibility of the property owners to maintain the private stormwater improvements. 17) The property shall be subject to the City’s lawn and landscaping irrigation regulations. No lawn or landscape irrigation systems shall be permitted to be connected to the City water system. The Applicant shall address comments of the City Engineer and Public Works Director related to the design and installation of the irrigation system. 18) The Applicant shall obtain all permits required by Elm Creek Watershed District, the Minnesota Department of Health, the Minnesota Pollution Control Agency, the Metropolitan Council and any other relevant agencies. 19) The Applicant shall provide title evidence prior to or at the time of final plat application and abide by the recommendations of the City Attorney with regard to title matters and recording instructions. 20) The final plat shall accommodate to the satisfaction of the City the 3 foot wide strip of property currently owned by the City adjacent to the Property. 21) The Applicant shall dedicate on the final plat or otherwise provide an easement to the City to accommodate the future Diamond Lake Trail extension across the wetland south and east of Block 5. The easement shall provide flexibility for its location across the wetland area. 22) The final plat application shall be filed within 180 days of the date of this resolution or the approval hereby granted shall be considered void, unless a written request for time extension is submitted by the applicant and approved by the City Council. 23) The Applicant shall pay to the City a fee in an amount sufficient to reimburse the City for the cost of reviewing the preliminary plat, construction plans, and other relevant documents. Dated: March 1, 2022. By: _______________________ Kathleen Martin, Mayor Attest: By: ___________________________ Caitlyn Walker, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member ________ and upon vote being taken thereon, the following voted in favor thereof: Resolution No. 2022-## 4 March 1, 2022 ME230-755-782023.v2 And the following voted against same: Whereupon said resolution was declared duly passed and adopted. Resolution No. 2022-## 5 March 1, 2022 ME230-755-782023.v2 EXHIBIT A Legal Description of the Property https://medinamn.sharepoint.com/Shared Documents/Active Packets/CC PACKET - MAR 1/CA Approved/5E - Marsh Pointe Wetland Replacement Plan/5E - MEMO - WR-22-169 - Medina Mayor & CC - Marsh Point Preserve NOD - 022222.docx 54 0 G A T E W A Y B L V D | BU R N S V I L L E , M N | 55 3 3 7 | 95 2 . 7 3 7 . 4 6 6 0 | WS B E N G . C O M Memorandum To: Honorable Mayor Martin and Medina City Council Members From: Alison Harwood, WSB Date: February 23, 2022 Re: Marsh Pointe Preserve Replacement Plan City Project No. WR-22-169 WSB Project No. 19715-000 The Marsh Pointe Preserve project proposes to develop approximately 39 acres of land into 30 single-family home lots and associated public roads, site amenities, and stormwater ponding. An existing entrance road provides access to three private residences currently within the project area. To develop the site, the entrance road must be upgraded (widened) to meet city roadway standards. A 10-foot trail is also proposed which will connect to a park located in Outlot A, northeast of the project site. Widening of the road and construction of the trail will result in 0.26 acres of impact to two wetlands. The applicant will mitigate for the impacts at a 2:1 ratio through purchase of 0.53 acre of wetland from Bank No. 1649, also located in Hennepin County. The application was noticed to the Wetland Conservation Act Technical Evaluation Panel (TEP) on January 31, 2022. Comments were allowed until February 25, 2022. Members of the TEP (LGU, Hennepin Conservation District, DNR, and BWSR) met on February 14, 2022 to discuss the replacement plan. Comments generally included discussions of various trail options. The full comments and responses from the applicant were summarized and provided to the TEP following the completion of the comment period. Following review of the responses, the TEP was satisfied with the replacement plan as proposed. On behalf of the City of Medina, Local Government Unit for the Wetland Conservation Act, I recommend that the City Council approves the wetland replacement plan for the Marsh Pointe Preserve project. A Notice of Decision is attached for review. Agenda Item #5E BWSR TEP Findings & Recommendation Form - October 2019 1 Minnesota Wetland Conservation Act Technical Evaluation Panel Form This form can be used to document TEP findings and recommendations related to WCA decisions, determinations, enforcement and pre-application reviews. Local Government Unit: City of Medina County: Hennepin Landowner/Applicant: BPS Properties, LLC Agent/Representative(s): Ken Arndt, MNR Project Name: Marsh Pointe Preserve Project No. (if any): WR-22-169 Project Location: 4250, 4268, 4290, and 4292 Arrowhead Road; Medina, MN Purpose of TEP Findings/Recommendation - check all that apply and describe ☐ Pre-application review ☒ Application Review (related to WCA Decision) ☐ Local Government Road Wetland Replacement Program Eligibility ☐ WCA Determination Request ☐ Other (specify): Describe: Replacement Plan Review Meeting Type – check all that apply and specify dates as applicable ☐ In-Person Meeting(s), Date(s): ☒ Electronic Exchanges (email, skype, etc.): 2/14/22 ☐ Onsite Review(s), Date(s): ☐ Other (specify): Findings and Recommendations Applicant provided an overview of the proposed project and replacement plan, including evaluated alternatives and minimization measures. Project proposes to impact a total of 11,471 square feet of fill to facilitate construction of a roadway and adjacent trail. The TEP provided the following comments, followed by the applicant’s responses: Comment: Could the applicant place the trail south of the roadway to reduce wetland impact as the wetland on the south appears narrower, and change the crossing to a boardwalk? Response: Applicant indicated that the trail system will connect to a trail and park system northeast of the project area. The trail was designed to reduce the overall amount of road crossings. In addition, the City was not supportive of shifting the trail to the south in this location and would still require a sidewalk adjacent to the road. Comment: The majority of the wetland impact is off-site to the north. Is there an approved delineation for this area? Response: The applicant indicated that based on desktop and onsite review the area north of the project was assumed to be wetland. Comment: Could the trail through the wetland be reduced to 5-feet (sidewalk width)? Response: The applicant and City indicated that this would impact the City’s ability to maintain the trail. Comment: The TEP requested that the applicant determine the amount of impact from the trail itself (vs. the roadway) to more fully understand the trail’s impact. BWSR TEP Findings & Recommendation Form - October 2019 2 Response: The impact from the roadway itself is XXXX sf. The impact from the trail is XXXX sf. Additionally, the City would require a 5-foot sidewalk even if no trail were proposed, so ultimate impacts from the trail itself are minor. ☐ Attachment(s) (specify): DNR Protected Waters and Shoreland Protection Zone Will the project/activity affect DNR public waters, DNR public waters wetlands or wetlands within the shoreland protection zone? ☐ Yes ☒ No If yes, DNR representative is a member of the TEP. Signatures ☒ LGU TEP Member: Alison Harwood Agree with Findings & Recommendations: ☐ Yes ☐ No Signature: Date: ☒ SWCD TEP Member: Stacey Lijewski Agree with Findings & Recommendations: ☐ Yes ☐ No Signature: Date: ☒ BWSR TEP Member: Ben Carlson Agree with Findings & Recommendations: ☐ Yes ☐ No Signature: Date: ☒ DNR TEP Member: Wes Saunders-Pierce Agree with Findings & Recommendations: ☐ Yes ☐ No Signature: Date: BWSR NOD Form – November 5, 2019 1 Minnesota Wetland Conservation Act Notice of Decision Local Government Unit: City of Medina County: Hennepin Applicant Name: BPS Properties, LLC (George Stickney) Applicant Representative: Midwest Natural Resources, Inc. (Ken Arndt) Project Name: Marsh Pointe Preserve LGU Project No. (if any): WR-22-169 (19715) Date Complete Application Received by LGU: January 13, 2022 Date of LGU Decision: March 1, 2022 Date this Notice was Sent: WCA Decision Type - check all that apply ☐Wetland Boundary/Type ☐Sequencing ☒Replacement Plan ☐Bank Plan (not credit purchase) ☐No-Loss (8420.0415) ☐Exemption (8420.0420) Part: ☐ A ☐ B ☐ C ☐ D ☐ E ☐ F ☐ G ☐ H Subpart: ☐ 2 ☐ 3 ☐ 4 ☐ 5 ☐ 6 ☐ 7 ☐ 8 ☐ 9 Replacement Plan Impacts (replacement plan decisions only) Total WCA Wetland Impact Area: 0.26 acre permanent Wetland Replacement Type: ☐ Project Specific Credits: ☒ Bank Credits: 0.53 acre Bank Account Number(s): 1649 Technical Evaluation Panel Findings and Recommendations (attach if any) ☒ Approve ☐ Approve w/Conditions ☐ Deny ☐ No TEP Recommendation LGU Decision ☒ Approved with Conditions (specify below)1 ☐ Approved1 ☐ Denied List Conditions: Confirmation of withdrawal of wetland credits Decision-Maker for this Application: ☐ Staff ☒ Governing Board/Council ☐ Other: Decision is valid for: ☒ 5 years (default) ☐ Other (specify): 1 Wetland Replacement Plan approval is not valid until BWSR confirms the withdrawal of any required wetland bank credits. For project- specific replacement a financial assurance per MN Rule 8420.0522, Subp. 9 and evidence that all required forms have been recorded on the title of the property on which the replacement wetland is located must be provided to the LGU for the approval to be valid. LGU Findings – Attach document(s) and/or insert narrative providing the basis for the LGU decision1. ☐ Attachment(s) (specify): Click here to enter text. ☒ Summary: BPS Properties, LLC. proposes to develop approximately 39 acres of land into 30 single-family home lots and associated public roads, site amenities, and stormwater ponding. An existing entrance road provides access to three private residences currently within the project area. To develop the site, the entrance road must be upgraded (widened) to meet city roadway standards. A 10-foot trail is also proposed which will connect to a park located in Outlot A, northeast of the project site. Widening of the road and construction of the trail will result in 0.26 acres of impact to two wetlands. The applicant will mitigate for the impacts at a 2:1 ratio through purchase of 0.53 acre of wetland from Bank No. 1649, also located in Hennepin County. 1 Findings must consider any TEP recommendations. Attached Project Documents ☒ Site Location Map ☐ Project Plan(s)/Descriptions/Reports (specify): BWSR NOD Form – November 5, 2019 2 Appeals of LGU Decisions If you wish to appeal this decision, you must provide a written request within 30 calendar days of the date you received the notice. All appeals must be submitted to the Board of Water and Soil Resources Executive Director along with a check payable to BWSR for $500 unless the LGU has adopted a local appeal process as identified below. The check must be sent by mail and the written request to appeal can be submitted by mail or e-mail. The appeal should include a copy of this notice, name and contact information of appellant(s) and their representatives (if applicable), a statement clarifying the intent to appeal and supporting information as to why the decision is in error. Send to: Appeals & Regulatory Compliance Coordinator Minnesota Board of Water & Soils Resources 520 Lafayette Road North St. Paul, MN 55155 travis.germundson@state.mn.us Does the LGU have a local appeal process applicable to this decision? ☒ Yes1 ☐ No 1If yes, all appeals must first be considered via the local appeals process. Local Appeals Submittal Requirements (LGU must describe how to appeal, submittal requirements, fees, etc. as applicable) Send petition and $500 to: City of Medina, 2052 County Road 24, Medina, MN 55340 Notice Distribution (include name) Required on all notices: ☒ SWCD TEP Member: Stacey Lijewski ☒ BWSR TEP Member: Ben Carlson ☐ LGU TEP Member (if different than LGU contact): ☒ DNR Representative: Melissa Collins, Wes Saunders-Pierce ☒ Watershed District or Watershed Mgmt. Org.: Elm Creek Watershed District ☒ Applicant (notice only): George Stickney ☒ Agent/Consultant (notice only): MNR Inc (Ken Arndt) Optional or As Applicable: ☒ Corps of Engineers: ☐ BWSR Wetland Mitigation Coordinator (required for bank plan applications only): ☐ Members of the Public (notice only): ☒ Other: Lisa DeMars, City of Medina; Dusty Finke, City of Medina; Eric Trelstad Signature: Date: This notice and accompanying application materials may be sent electronically or by mail. The LGU may opt to send a summary of the application to members of the public upon request per 8420.0255, Subp. 3. CITY OF MEDINA ORDINANCE NO. ### AN ORDINANCE AMENDING CHAPTER 8 OF THE CITY CODE PERTAINING TO HEIGHT OF ROOFTOP ELEMENTS The City Council of the City of Medina ordains as follows: SECTION I. A new Section 825.22 is hereby added to the code of ordinances of the City of Medina as follows: Section 825.22. Height Limitations for Rooftop Elements. The building height limitation established in each zoning district shall not apply to the objects and features described in this section. The height of such objects and features shall be regulated as described herein. Subd. 1. Rooftop Architectural Elements (a) The following architectural elements and similar elements located on a structure shall be subject to the regulations described in Subd. 1(b): (i) Belfries (ii) Spires or steeples (iii) Weathervanes (iv) Flags and flagpoles, if attached to a structure (v) Cupolas and domes which do not contain useable space (vi) Parapet walls (vii) Other architectural elements (b) No rooftop architectural element, as described in Subd. 1(a), shall extend above the greater of the following: (i) ten feet above the highest point of the roof on which it is located; (ii) a horizontal line five feet greater than the maximum building height allowed in the respective zoning district in which it is located, as measured from the average grade around the building; or (iii) in non-residential districts, a vertical distance of 50 feet as measured from the average grade around the building to the top of the architectural element. Subd. 2. Rooftop Equipment (a) The following rooftop equipment and similar equipment, when located on a structure, shall be subject to the regulations described in Subd. 2(b): (i) Chimneys or flues (ii) Smokestacks (iii) Cooling towers (iv) Elevator penthouses Agenda Item #5G (v) Necessary mechanical and electrical appurtenances and related screening apparatus (vi) Poles, towers, and other structures for essential services (vii) Television, radio, or telecommunication antennas, excluding antennae regulated by Section 828.75 et. seq. (b) No rooftop equipment, as described in Subd. 2(a), shall extend greater than twelve feet above the highest point of the roof on which it is located, except by conditional use permit that shall be subject to the following conditions: (i) The applicant shall establish, to the satisfaction of the City Council, that the equipment is necessary for the function of the building and utilizing shorter equipment is impractical or less advantageous. (ii) The equipment shall not limit solar access to adjacent and/or neighboring properties. (iii) The city may require additional landscaping, screening and architectural elements to minimize the impact of the taller mechanical elements. (iv) The provisions of Section 825.39 are satisfied. Subd. 3. Rooftop Solar Equipment shall be subject to the limitations described in Section 828.09. SECTION II. Clause (f) of Section 815.05, Subd. 2 of the code of ordinances of the City of Medina is amended by deleting the stricken language and adding the underlined language as follows: (f) Flags. No flag on a flagpole shall exceed 40 square feet in area. No single property shall fly more than three flags at one time. Flagpoles shall not exceed extend more than 40 feet in heightabove grade, except if attached to a structure, in which case they shall be regulated by Section 825.22. If the total area of the flags exceeds 72 square feet, the excess area shall be included in any Sign Area calculations for the property. Wall- mounted flags shall be limited to one flag per property and shall not exceed 20 square feet in area; SECTION III. Section 825.19, Subd. 2 of the code of ordinances of the City of Medina is amended by deleting the stricken language as follows: Subd. 2. No accessory building shall exceed 30 feet in height, with the exception of buildings where agricultural use or farming is at the discretion of the City the primary use of the property. Building projections or features, such as chimneys, cupolas, and similar decorations that do not exceed 35 feet in height are permitted in residential districts. Accessory building height shall be measured as set forth in section 825.07, subdivision 12 of the city code. SECTION IV. Clauses (f) of Section 834.07, Subd. 1 of the code of ordinances of the City of Medina regulating the Architectural Standards of the Uptown Hamel District is amended by deleting the stricken language as follows: (f) Height. New building heights shall not exceed three stories, except as described herein. Along all street frontages and park property lines, building heights exceeding two stories shall have the third story set back at least six feet from the front line of the building, and the fourth story shall be set back 12 feet from the front line of the building. Basement levels shall not be considered a story, so long as more than 50 percent of the basement structure is below grade at the average of all areas around the building. Total building height shall not exceed 50 feet., except structures such as belfries, chimneys, flues, monuments, cupolas and domes which do not contain living space, are permitted, provided they are not higher than 10 feet above the height of the building. In the case that the distance from grade to the eave (or top corner of a flat roof) of a structure exceeds 30 feet, additional fire suppression apparatuses may be required by the city. A fourth story may be allowed if ten percent of residential units are dedicated affordable housing units. SECTION V. Clause (i) of Section 834.07, Subd. 1 of the code of ordinances of the City of Medina regulating the Architectural Standards of the Uptown Hamel District is amended by deleting the stricken language and adding the underlined language as follows: (i) Equipment. Equipment shall not be mounted on the roof unless it can be demonstrated that there is no other reasonable alternative. If allowed, rRooftop equipment shall be screened using the architectural elements and material from the building, provided they are consistent with these design standards, and shall otherwise adhere to all requirements contained in Section 825.22. SECTION VI. Subclause (s)(iv) of Section 831.07, Subd. 1 of the code of ordinances of the City of Medina regulating the Design and Development Standards for the Urban Commercial district is amended by deleting the stricken language and adding the underlined language as follows: (s) Building Materials and Building Appearance – (iv) Screening of Rooftop Equipment – All rooftop equipment shall be designed to minimize undesirable views and forms when viewing rooftops from higher elevations and abutting property. Equipment shall be screened through the use of architectural elements and materials, which are consistent with the design and architecture of the building. Wooden boards or similar material constructed or assembled in a fence-type method or design shall not be used to screen rooftop equipment. All requirements in Section 825.22 shall also be adhered to. Screening elements should not exceed 8 feet in height. SECTION VII. Subclause (u)(v) of Section 833.07, Subd. 1 of the code of ordinances of the City of Medina regulating the Design and Development Standards for the Industrial Park District is amended by deleting the stricken language and adding the underlined language as follows: (v) Screening of Rooftop Equipment – All rooftop equipment shall be designed to minimize undesirable views and forms when viewing rooftops from higher elevations or abutting property. Equipment shall be screened through the use of architectural elements and materials, which are consistent with the design and architecture of the building. Wooden boards or similar material constructed or assembled in a fence-type method or design shall not be used to screen rooftop equipment. All requirements in Section 825.22 shall also be adhered to. Rooftop equipment and screening elements shall not exceed 8 feet in height. SECTION VIII. Upon the effective date of this ordinance, Ordinance No. 677, the interim ordinance adopted by the city council on November 3, 2021, establishing a moratorium on certain rooftop elements, as that term is defined therein, shall be repealed and be of no further force or effect. SECTION IX. This ordinance shall become effective upon its adoption and publication. Adopted by the Medina city council this _____day of ______, 2022. ______________________________ Kathleen Martin, Mayor Attest: _________________________________________ Caitlyn Walker, City Clerk Published in the Crow River News on the ____ day of ______, 2022. Resolution No. 2022-## March 1, 2022 Member ________ introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. 2022-## RESOLUTION AUTHORIZING PUBLICATION OF ORDINANCE NO. ### BY TITLE AND SUMMARY WHEREAS, the city council of the City of Medina has adopted Ordinance No. ###, an ordinance pertaining to height of rooftop elements; amending Chapter 8 of the City Code; and WHEREAS, Minnesota Statues § 412.191, subdivision 4 allows publications by title and summary in the case of lengthy ordinances or those containing charts or maps; and WHEREAS, the ordinance is four pages in length; and WHEREAS, the city council believes that the following summary would clearly inform the public of the intent and effect of the ordinance. NOW, THEREFORE, BE IT RESOLVED by the city council of the City of Medina that the city clerk shall cause the following summary of Ordinance No. ### to be published in the official newspaper in lieu of the ordinance in its entirety: Public Notice The city council of the City of Medina has adopted Ordinance No. ##, an ordinance pertaining to height of rooftop elements. The ordinance added limitations to the height of both architectural rooftop elements and rooftop equipment, summarized as follows: No rooftop architectural elements shall extend above the greater of the following: (i) ten feet above the highest point of the roof on which it is located; (ii) a horizontal line five feet greater than the maximum building height allowed in the respective zoning district in which it is located, as measured to the average grade; or (iii) in non-residential districts, a vertical distance of 50 feet as measured from the average grade around the building to the top of the architectural element. No rooftop equipment shall extend greater than twelve feet above the highest point of the roof on which it is located, except by conditional use permit. The ordinance also repeals the interim ordinance regulations and moratorium on certain rooftop elements which were established by Ordinance No. 677. The full text of the ordinance is available from the city clerk at Medina city hall during regular business hours. Agenda Item #5H Resolution No. 2022-## 2 DATE BE IT FURTHER RESOLVED by the city council of the City of Medina that the city clerk keep a copy of the ordinance in her office at city hall for public inspection and that she post a full copy of the ordinance in a public place within the city. Dated: March 1, 2022. ______________________________ Kathleen Martin, Mayor ATTEST: _________________________________ Caitlyn Walker, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member ________ upon vote being taken thereon, the following voted in favor thereof: And the following voted against same: Whereupon said resolution was declared duly passed and adopted. 1 TO: Honorable Mayor and City Council FROM: Steve Scherer, Public Works Director DATE: March 19, 2021 MEETING: April 6, 2021 SUBJECT: Weed Control Services Agreement Weed Control is necessary on all City-owned sites in both the spring and fall. When Public Works is occupied with jobs of higher priority, weed control is outsourced. Jenco Property Maintenance has done a good job for us and has agreed to extend their previous contract price. Recommendation It is the recommendation of Staff to extend the Weed Control Services Agreement with Jenco Property Maintenance for an additional two years, 2022 and 2023, at the total contract rate of $11,634.00. Attachments • Weed Control Services Agreement • Exhibit A – Jenco Property Maintenance MEMORANDUM Agenda Item #5I 1 WEED CONTROL SERVICES AGREEMENT This Agreement is made this 1st day of March, 2022 by and between Jenco Property Maintenance, P.O. Box 1015, Delano, MN 55328, a Minnesota corporation (the “Contractor”) and the City of Medina, a Minnesota municipal corporation (the “City”). Recitals 1. The City has been authorized to enter into a contract for weed control services; and 2. The City has approved the contract for weed control services with the Contractor; and 3. The parties wish to define the scope of services and terms of their agreement. NOW, THEREFORE, the City and the Contractor agree as follows: Terms 1.0 SCOPE OF SERVICES. The Contractor will perform weed control services in late spring and early fall for the City on the properties listed in 3.0. Contractor will notify the Public Works Director or designee when spraying will take place and may be asked to show product analysis. “Weed control services” must be the same or comparable to the following herbicide stipulations, after approval by the Public Works Director: Weed control only* - All Properties (listed below in 3.0 COMPENSATION): • Late Spring (5/15-6/15): o 1.0-1.5 ounces per 1000/Sq Ft - low order 2.4D w/Surfactant (liquid) • Early Fall (August-September): o 1.0-1.5 ounces per 1000/Sq Ft - low order 2.4D w/Surfactant (liquid) *Public Works will apply fertilization with crab grass treatment in early spring. The City will also accept one add alternate per proposed contract submittal for environmentally sensitive applications. 2.0. TERM. The term of this contract will be for 2022 and 2023. 3.0 COMPENSATION. The City shall compensate the Contractor for weed control services in the spring at a rate of $5,817 and in the fall at a rate of $5,817, provided by the Contractor on the City-owned sites listed below and shown on Exhibits A, B, and C, at the price quoted. The City reserves the right to reduce or eliminate applications as it sees necessary and agreed upon by both the Contractor and the City prior to the application date. Any non- contract requests for weed control by the Public Works Director will be negotiated and contracted separately. The City is exempt from sales tax. 2 1. Hamel Legion Park, 3200 Mill Drive All greenspace – Hamel Legion Park (Exhibit B) 2. Morningside Park 3. Holy Name Park 4. Hunter Lions Park (Exhibit B) 5. Lakeshore Park 6. Maple Park 7. Rainwater Nature Area 8. Walnut Park/Drainage Area 9. City Hall 10. Public Works/Police Facility (Exhibit C) 11. Hamel Water Treatment Plant 12. Hamel Well House #1 13. Hamel Well House #2 14. Willow Drive Water Tower 15. Independence Beach Well House 16. Sioux Drive Roadway Strip 17. Evergreen Road Boulevard Strip 18. County Rd 101/Clydesdale Trl 19. German Liberal Cemetery 20. Park at Fields of Medina 21. Hamel Well House #8 * The City has the right to delete any of the above properties, and will notify the Contractor before final contracts are signed. 4.0 INDEPENDENT CONTRACTOR. 4.01 Both the Contractor and the City acknowledge and agree that the Contractor is an independent contractor and not an employee of the City. Any employee or subcontractor who may perform services for the Contractor in connection with this Agreement is also not an employee of the City. The Contractor understands that the City will not provide any benefits of any type in connection with this Agreement, including but not limited to health or medical insurance, worker’s compensation insurance and unemployment insurance, nor will the City withhold any state or federal taxes, including income or payroll taxes, which may be payable by the Contractor. 4.02 The Contractor will supply and use its own equipment and tools to complete the services under this Agreement. 4.03 The Contractor acknowledges that any general instruction it receives from the City has no effect on its status as an independent contractor. 5.0 INSURANCE. The Contractor will maintain adequate insurance to protect itself and the City from claims and liability for injury or damage to persons or property for all work performed by the Contractor and its respective employees or agents under this Agreement. The Contractor shall name the City as an additional insured under its commercial general liability policy in limits 3 acceptable to the City. Prior to performing any services under this Agreement, the Contractor shall provide evidence to the City that acceptable insurance coverage is effective. 6.0 WORKER’S COMPENSATION. 6.01 The Contractor will comply with the provisions of the Minnesota worker’s compensation statute as an independent contractor before commencing work under this Agreement. 6.02 The Contractor will provide its own worker’s compensation insurance and will provide evidence to the City of such coverage before commencing work under this Agreement. 7.0 INDEMNIFICATION. The Contractor will hold harmless and indemnify the City, its officers, employees, and agents, against any and all claims, losses, liabilities, damages, costs and expenses (including defense, settlement, and reasonable attorney’s fees) for claims as a result of bodily injury, loss of life, property damages and any other damages arising out of the Contractor’s performance under this Agreement. 8.0 APPLICABLE LAW. The execution, interpretation, and performance of this Agreement will, in all respects, be controlled and governed by the laws of Minnesota. 9.0 PRIVATIZATION CLAUSE. Contractor agrees to comply with the Minnesota Government Data Practices Act (the “Act”) and all other applicable state and federal laws relating to data privacy or confidentiality. All data created, collected, received, stored, used, maintained or disseminated by the Contractor in performing its obligations is subject to the requirements of the Act, and the Contractor must comply with the requirements of the Act as if the Contractor was a government entity. 10.0 ASSIGNMENT. The Contractor may not assign this Agreement or procure the services of another individual or company to provide services under this Agreement without first obtaining the express written consent of the City. 11.0 ENTIRE AGREEMENT; AMENDMENTS. This Agreement constitutes the entire Agreement between the parties, and no other agreement prior to or contemporaneous with this Agreement shall be effective, except as expressly set forth or incorporated herein. Any purported amendment to this Agreement is not effective unless it is in writing and executed by both parties. 12.0 NO WAIVER BY CITY. By entering into this Agreement, the City does not waive its entitlement to any immunity under statute or common law. 13.0 TERMINATION. Either party may terminate this Agreement at any time, for any reason. If the contract is terminated early, the City will pay a prorated fee for the services performed to date in that calendar year. IN WITNESS WHEREOF, the parties have executed this Agreement on the date and year written above. 4 CITY OF MEDINA By _____________________________ Kathleen Martin, Mayor By ______________________________ Caitlyn Walker, City Clerk JENCO PROPERTY MAINTENANCE By ______________________________ Mike Jensen, Owner 1 WEED CONTROL AND FERTILIZATION SCOPE OF SERVICES & SUBMITTED PROPOSALS Proposal Submitted By: Jenco Property Maintenance Address: 4036 55th St SW Delano, MN 55328 Phone: 612-991-8419 E-mail: Mike@jencopm.com, office@jencopm.com Please return proposals to Steve Scherer, Public Works Director, at the City of Medina by 4:30pm on Tuesday February 11th. Proposed Terms 1.0 SCOPE OF SERVICES. The Contractor will either perform weed control and fertilization services or only weed control services for the City on the properties listed in 3.0 COMPENSATION. Contractor will notify the Public Works Director or designee when spraying will take place and may be asked to show product analysis. “Weed control and fertilization services” must be the same or comparable to the following fertilizer and herbicide stipulations, after approval by the Public Works Director: 1.1 Fertilization and weed control - HAMEL LEGION PARK: FERT WILL BE DONE UPON REQUEST FROM THE CITY AND WILL BE QUOTED SEPARATELY AT THAT TIME. • Early Spring applications: (4/15-5/15) o 19-0-5 @ .75# of Nitrogen per 1000/Sq ft / 25-30% SCU or PCSCU Minimum, w/.10 Dimension • Late Spring applications: (5/15-6/15) o .75# of Nitrogen/.20% Potassium per 1000/Sq Ft o .1.0-1.5 ounces per 1000/Sq Ft - low order 2.4D w/Surfactant (liquid) • Early Fall applications: (August-September) o .75# of Nitrogen/.20% Potassium per 1000/Sq ft o 1.0-ounces per 1000/Sq Ft - low order 2.4D w/Surfactant (liquid) • Late Fall applications: (September-October) o 25-0-5 @ .75# of Nitrogen per 1000/Sq ft - - 50% SCU (Broadleaf as needed) 1.2 Fertilization and weed control- All Other Sites (listed below in 3.0 COMPENSATION): FERT WILL BE DONE UPON REQUEST FROM THE CITY AND WILL BE QUOTED SEPARATELY AT THAT TIME. 1.3 • Late Spring (5/15-6/15): o 1.0# Nitrogen/.25% Potassium per 1000/sq ft o 1.0-1.5 ounces per 1000/Sq Ft - low order 2.4D w/Surfactant (liquid) • Early Fall (August-September): 2 o 1.0# Nitrogen/.25% Potassium per 1000/sq ft o 1.0-1.5 ounces per 1000/Sq Ft - low order 2.4D w/Surfactant (liquid) The City will also accept one add alternate per proposed contract submittal for environmentally sensitive applications. 1.3 Weed control only* - All Properties (listed below in 3.0 COMPENSATION): • Late Spring (5/15-6/15): o 1.0-1.5 ounces per 1000/Sq Ft - low order 2.4D w/Surfactant (liquid) • Early Fall (August-September): o 1.0-1.5 ounces per 1000/Sq Ft - low order 2.4D w/Surfactant (liquid) *Public Works will apply fertilization with crab grass treatment in early spring. The City will also accept one add alternate per proposed contract submittal for environmentally sensitive applications. 2.0. TERM. The term of this contract will be for years 2022 and 2023. 3.0 COMPENSATION. The City shall compensate the Contractor for weed control and fertilization services or weed control only services provided by the Contractor on the City- owned sites listed below and shown on Exhibits A, B, and C, at the price quoted. Any non- contract request for weed control or fertilization by the Public Works Director will be negotiated and contracted separately. The City is exempt from sales tax. 3.1 Proposal for fertilization and weed control: Early Spring Late Fall A. Hamel Legion Park, 3200 Mill Drive - All greenspace – Hamel Legion Park (Exhibit B – Approx. 29 acres) Upon Request Late Spring Early Fall - All greenspace – Hamel Legion Park (Exhibit B – Approx. 29 acres) B. Morningside Park (1.5 Acres) C. Holy Name Park (1.5 Acres) D. Hunter Lions Park (Exhibit B) (3.5 Acres) E. Lakeshore Park (.62 Acres) F. Maple Park (2.5 Acres) G. Rainwater Nature Area (.65 Acres H. Walnut Park/Drainage Area (.48 Acres) H. City Hall (3 Acres) I. Public Works/Police Facility (Exhibit C) (1.75 Acres) I. Hamel Water Treatment Plant ((.51 Acres) J. Hamel Well House #1 (.6 Acres) K. Hamel Well House #2 (.1 Acres) L. Willow Drive Water Tower (.60 Acres) 3 M. Independence Beach Well House (.50 Acres) N. Sioux Drive Roadway Strip (.10 Acres) O. Evergreen Road Boulevard Strip (.10 Acres) P. County Rd 101/Clydesdale Trl (.7 Acres) Q. German Liberal Cemetery (.7 Acres) R. Hamel Well House #8 (.1 Acres) S. Park at Fields of Medina (6.1 acres) TOTAL PER YEAR (including sales tax): (Approximately 54.61 sprayable acres) 3.2 Proposal for Weed Control only: Late Spring Early Fall A. Hamel Legion Park, 3200 Mill Drive - All greenspace – Hamel Legion Park (Exhibit B – Approx. 29 acres) $ 2900.00 $ 2900.00 B. Morningside Park (1.5 Acres) $ 165.00 $ 165.00 C. Holy Name Park (1.5 Acres) $ 165.00 $ 165.00 D. Hunter Lions Park (Exhibit B) (3.5 Acres) $ 385.00 $ 385.00 E. Lakeshore Park (.62 Acres) $ 66.00 $ 66.00 F. Maple Park (2.5 Acres) $ 275.00 $ 275.00 G. Rainwater Nature Area (.65 Acres) $ 68.00 $ 68.00 H. Walnut Park/Drainage Area (.48 Acres) $ 55.00 $ 55.00 H. City Hall (3 Acres) $ 330.00 $ 330.00 I. Public Works/Police Facility (Exhibit C) (1.75 Acres) $ 192.00 $ 192.00 I. Hamel Water Treatment Plant (.51 Acres) $ 55.00 $ 55.00 J. Hamel Well House #1 (.6 Acres) $ 66.00 $ 66.00 K. Hamel Well House #2 (.1 Acres) $ 40.00 $ 40.00 L. Willow Drive Water Tower (.60 Acres) $ 66.00 $ 66.00 M. Independence Beach Well House (.50 Acres) $ 55.00 $ 55.00 N. Sioux Drive Roadway Strip (.10 Acres) $ 40.00 $ 40.00 O. Evergreen Road Boulevard Strip (.10 Acres) $ 40.00 $ 40.00 P. County Rd 101/Clydesdale Trl (.7 Acres) $ 77.00 $ 77.00 Q. German Liberal Cemetery (.7 Acres) $ 77.00 $ 77.00 R. Hamel Well House #8 (.1 Acres) $ 40.00 $ 40.00 S. Park at Fields of Medina (6.1 acres) $ 660.00 $ 660.00 TOTAL PER YEAR (including sales tax): (Approximately 54.61 sprayable acres) $ 5,817.00 $ 5,817.00 * The City has the right to delete any of the above properties and will notify the Contractor before final contract is signed. 4.0 INDEPENDENT CONTRACTOR. Resolution No. 2022- March 1, 2022 Member ____________ introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. 2022- RESOLUTION APPOINTING PARK COMMISSIONER WILL GUNTER WHEREAS, the city of Medina (the “City”) is a municipal corporation organized and existing under the laws of Minnesota; and WHEREAS, the City is required to appoint City representatives to City commissions as well as area jurisdictions, agencies, authorities and commissions as indicated by governing documents, State statute, or City codes. WHEREAS, the City Council intends to appoint Will Gunter to the Park Commission. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Medina hereby appoints Will Gunter to the Park Commission. Dated: March 1, 2022. ______________________________ Kathleen Martin, Mayor ATTEST: _______________________________ Caitlyn Walker, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member ______ and upon vote being taken thereon, the following voted in favor thereof: and the following voted against same: Whereupon said resolution was declared duly passed and adopted. Agenda Item #5J Uptown Hamel Page 1 of 2 March 1, 2022 Economic Development RFP City Council Meeting + TO: Mayor Martin and Members of the City Council FROM: Colette Baumgardner, Planning Intern Dusty Finke, Planning Director DATE: February 23, 2022 MEETING: March 1, 2022 - City Council SUBJECT: Uptown Hamel Economic Development RFP Background In the Fall of 2021, the City of Medina was awarded a grant from Hennepin County through their Housing & Economic Development Corridor Planning program. The grant is for a maximum of $25,000 from Hennepin County and requires at least a 25% match (minimum of $6250 if the full grant is utilized) from the City. The grant was intended to be used to fund a request for proposals (RFP) for economic development consulting services. The intent of the project is to receive guidance from a firm with successful experience in economic development to create an actionable plan for how the City and property owners can encourage and support development. The plan will be based on current and projected market conditions, previous community visioning sessions, conversations with business and property owners, and existing development. Summary of RFP The RFP consists of two main research components: market analysis and redevelopment feasibility analysis/action plan. The market analysis will identify the current and projected demand for goods and services in Uptown Hamel with a specific focus on food and beverage businesses. The redevelopment feasibility analysis/action plan will identify barriers to developing to the current market potential and opportunities to be leveraged. The feasibility analysis will pay special attention to any potential gaps between the current market potential and the development allowed in the city code. These two components will then be used to create an action plan for the City on how to support improvements, expansions, and new development in Uptown Hamel. The proposed RFP has been discussed among the Uptown Hamel property owner’s group, and they reached an informal consensus supporting the future work. At the time of their review, the RFP included another section requesting the creation of development design standards. However, upon further discussion with Hennepin County, they advised that design standards would be out of scope for this RFP. Staff also believes that the results of this analysis may very well inform creation of design standards, but such work would likely be provided by a different type of professional. MEMORANDUM Agenda Item #5K Uptown Hamel Page 2 of 2 March 1, 2022 Economic Development RFP City Council Meeting Given the timeframe for solicitation and review, the services on the proposed RFP would begin in mid-May 2022. The grant funding from Hennepin County must be spent by the end of 2022. Recommended Action Move to approve the Request for Proposal for economic development in Uptown Hamel. Attachment 1. Proposed Economic Development Request for Proposal REQUEST FOR PROPOSALS Uptown Hamel Market Analysis and Redevelopment Feasibility Study Submission Deadline: April 1, 2022 City of Medina 2052 County Road 24 Medina, MN 55340 763-473-4643 2 I. Introduction The City of Medina, in partnership with Hennepin County Housing and Economic Development, invites you to respond to this request for proposals (“RFP”) for economic development consulting services focused in the Uptown Hamel area of the City of Medina. Redevelopment and improvement in Uptown Hamel has been a priority in the City’s planning over the past 15 years. Significant investments have been made in street, utility, sidewalk, and lighting improvements using with Tax Increment Financing (TIF) and property owner assessments. However even with these improvements, redevelopment in Uptown Hamel has been limited. The purpose of this contract is to create an actionable plan of how the City can best support improvements and expansions in Uptown Hamel. The anticipated award of the contract is May 3. II. Background The Hamel Road corridor through Uptown Hamel is Medina’s “downtown” area. The Uptown Hamel area is a half mile stretch of Hamel Road between the City’s eastern border and its Rainwater Nature Area, just east of Hunter Drive (shown in Attachment 1). Uptown Hamel’s western half currently includes predominantly single-family homes, and its eastern half includes a mix of businesses and institutional uses including antique shops, small offices, a bar, a bank, the Hamel Fire Department, and a postal office. Uptown Hamel is bordered to the south by Hamel Legion Park - the City’s primary community park. Hamel Legion Park includes a community building and regularly hosts youth baseball programs and tournaments at its ballfields. Significant residential development has occurred to the south of Uptown Hamel in both Medina and Plymouth in the past decade. Approximately 340 single family and townhome units have been developed within ¼ mile of the corridor, with estimated market values between $400,000 and $700,000. Down the bluff to the north, a commercial development has occurred along State Highway 55. A credit union, restaurant, hair salon/boutique, dance studio, and an Aldi grocery store have opened there between 2008 and 2015. The City of Medina has a commitment to protecting its natural resources and rural character, which means opportunities for commercial development in the City is limited. As the area guided towards creating a pedestrian-friendly, mixed-use town center, Uptown Hamel is a unique opportunity in the City. The area also contains some of the highest residential densities allowed in the City with allowance up to 20 units per acre. During the latest comprehensive plan process, residents indicated they would like to see Uptown Hamel revitalized, while maintaining its unique character. The City has continued public engagement efforts since and found there is a sustained desire for more restaurants, coffee shops, other gathering spots, and more pedestrian-friendly infrastructure in the area. Revitalization and redevelopment of Uptown Hamel is a high priority for Medina’s future economic development efforts. A market study and feasibility report complete with actionable next steps will be essential as a catalyst for this work. 3 III. Project Goals The purpose of this RFP is to create an action plan that the City and property owners will use to guide revitalization and redevelopment in Uptown Hamel. Objectives include:  Conduct a market study analyzing the current conditions and projected demand for different uses in Uptown Hamel.  Complete a redevelopment feasibility analysis considering potential commercial/retail, professional office, mixed use and housing development.  Identify economic constraints and other development barriers.  Provide recommendations to address those barriers to realize redevelopment and infill opportunities desired by community. IV. Scope of Services The following list summarizes the tasks to be included as part of this work. City staff welcome suggestions in the proposal for additional elements that could enhance the process and product. The City has received a Corridor Planning grant from Hennepin County Housing and Economic Development of up $25,000 to support the project. The grant requires a minimum match of 25% from the City. Demographic and Market Analysis  Define trade area with demographic data.  Analysis of current economic climate of Uptown Hamel and the defined trade area.  Identify existing supply and projected demand for different uses and business types. Use types should include commercial, retail, food & beverage, professional office, and housing. Specific attention should be provided for the potential for food and beverage establishments. Deliverable: Market study report summarizing the above. City staff to provide input and assistance as needed. Staff to review and approve prior to report finalization. Redevelopment Feasibility Analysis and Action Plan  Identify opportunities which may encourage investment in Uptown Hamel and strategies/actions to take advantage of such opportunities.  Identify challenges which may discourage investment in the area and strategies/actions to address the barriers identified.  Use variety of data collection methods such as property owner interviews/roundtable, developer interviews/roundtable, literature review, or others.  Consider how the physical surroundings, built form, and existing regulatory requirements impact its feasibility for redevelopment and improvements, including traffic, building height and massing, parking and pedestrian connectivity. 4  Provide a projection of future development potential that includes square footage of different land use types that could be supported by the market, including residential as well as commercial space.  Provide proof of concept drawings exhibiting potential mass and scale of development which could be supported by market potential. Deliverable 1: A feasibility report summarizing the above. City staff to provide input and assistance as needed. Staff to review and approve prior to report finalization. Deliverable 2: An action plan for the City and property owners to encourage and support improvements, expansions, and new construction, incorporating elements from the market analysis and feasibility report. City staff to provide input and assistance as needed. Staff to review and approve prior to report finalization. V. Requirements and Proposal A. Cover Letter (1 page) B. Project Proposal (4 pages maximum) 1. Provide a detailed description of your approach to the scope of work. Include details on your data collection approach, expected number of site visits, and how you will ensure the work will be specific to Uptown Hamel. 2. Communicate your understanding of the scope of work. Include any key issues expected to be associated with performing the required consulting services. C. Timeline (4 pages maximum for items C – G) 1. Provide a proposed schedule. Identify key milestones and the number of hours required for each task. D. City Resources 1. List the resources or other assistance that you expect are required from the City in order to complete each task in the scope of services. E. Proposed Project Team Members and Experience 1. Identify the lead consultant and other team members that will be providing service to this project, including their percentage of time dedicated to the project. 2. Provide a brief biographical history and project experience for each team member. Include most recent economic development services provided to similar government entities. 3. Provide a list of current and anticipated workload and an indication of how you can provide the service demands from Medina. 5 F. Client References 1. Furnish at least three client references from relevant services provided in the last five years. 2. Provide the references name, title, and contact phone number. G. Project Fee 1. Your fee shall include all home/office expenses, including any personnel costs and incidental expenses that would be incurred during the services provided to Medina. 2. Your fee should include a summary of projected retainer, hourly rates or combination thereof. H. Additional Information (1 page) 1. Include other items that you feel the City should review or consider during their review of your firm’s qualifications. VI. Selection Criteria Evaluation of proposals will be based on the following criteria: Submittal Review • Approach and scope of services • Relevant qualifications of firm(s) and personnel • Demonstrated experience and success in similar economic development activities • Estimated fees and reimbursables Top ranking firms may be invited to interview before the City review team between April 18 and April 27. The review team will recommend their choice to the City Council for approval of a contract. VII. Project Schedule and Deliverables Solicitation of Request for Proposals: March 7, 2022 – April 1, 2022 Deadline for RFP Submittals: April 1, 2022 Review of Proposals and Interviews of Firms: April 1, 2022 – April 22, 2022 Selection of Consulting Firm and Award of Contract: April 22, 2022 – May 3, 2022 Services Begin: May 9, 2022 6 VIII. Proposal Submittal Interested consulting firms should submit their proposal via email to Dusty Finke at dusty.finke@medinamn.gov by April 1, 2022, with subject line “Uptown Hamel RFP Application: [insert business name].” All questions shall be directed to Planning Director Dusty Finke at 763-473-8846 or via e-mail at dusty.finke@medinamn.gov Other Considerations The City reserves the right to reject any and all proposals submitted and parts of any and all proposals, and to waive all irregularities and technicalities. The selected firm will be required to enter into a contract with the City prior to commencing work. The content of this RFP and the proposal will be incorporated said contract. There shall be no reimbursement for any expenses with responding to this Request for Proposal. Responses to this request for proposals will become public information in accordance with the Minnesota Data Practices Act, Minnesota Statutes Chapter 13. Attachment 1: Uptown Hamel Project Area Meander Boardwalk and Park Page 1 of 3 March 1, 2022 PUD Concept Plan 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 SUBJECT: Medina Ventures – Medina Park and Boardwalk – PUD Concept Plan 1472 Highway 55 (PID 0211823330003) Background The City Council reviewed a PUD Concept Plan at the February 2, 2022 meeting from Medina Ventures, LLC for the Meander Park and Boardwalk development. The full report from this review is available upon request and an excerpt from the meeting minutes is attached for reference. After the review was completed, Joe Cavanaugh, whose family owns the large commercial-guided property to the east, raised concerns related to access and lack of connectivity related to the concept plan. Mr. Cavanaugh also referenced meeting minutes from the City Council’s discussion of the Tamarack Drive study in 2020 in which Council members at the time had stated a preference for a frontage road extending through the Meander Park and Boardwalk site and connecting. This information was not provided for the public hearing or prior to City Council review. Tamarack Drive Study Information As discussed at the February 2 meeting, the City completed a visioning study during the summer of 2020 for future Tamarack Drive between Meander Road and Hamel Road, including a signalized intersection at Highway 55. The report from this study is attached. Two potential street concepts which were discussed during review of the Study. These concepts were created to show different alternatives for design of Tamarack Drive and potential circulation through adjoining future commercial development. These concepts are in Appendix A of the Tamarack Drive study (page 16). • “Concept A” showed Tamarack Drive as a standard roadway and showed a frontage road connecting future Tamarack Drive to Meander Road further west, through the Meander Park and Boardwalk site. • “Concept B” showed Tamarack as a parkway design and showed a frontage road connecting with Meander Road further east, at the intersection of Cavanaugh Drive (the western access to Fields of Medina neighborhood). MEMORANDUM Proposed Uses: Event Venue Restaurant Day Care 9,200 s.f. retail 3-unit townhome Gross Site Area: 18 acres Net Site Area: 4.9 acre commercial 1.5 acre residential Agenda Item #8A Meander Boardwalk and Park Page 2 of 3 March 1, 2022 PUD Concept Plan City Council Meeting Mr. Cavanaugh presented minutes from the discussion on the Tamarack Drive study in which the Council expressed a preference for Concept A. The minutes from the three meetings in 2020 are attached for reference. Staff does not believe the final report on the Tamarack Drive study explicitly chose between Concept A and Concept B. In fact, the final report includes both concepts for context. The study acknowledges that access and circulation through the commercial development would need to be determined based upon site layout and other factors. It is worth noting that at their initial discussion of the study on May 19, 2020, the City Council did state a preference for Concept A. Comments included: • Preference for standard roadway for Tamarack Drive shown in Concept A rather than “parkway” shown in Concept B • Preference for not aligning access point with Fields of Medina (headlights, encourages traffic into commercial development west of residential) The Council passed a motion (3-2 vote) at the first meeting to “proceed with Concept #A as the preferred option, including a full access with signal at Highway 55.” The study was discussed at two more City Council meetings where the concept was refined through continued discussion with adjoining property owners and the City Council over the course of three months. Ultimately, the final report included a “Conceptual Roadway Geometrics and Alignments” which showed two potential accesses west of Tamarack Drive and a note that “one access to extend through future development to Meander Road.” The specific location on Meander Road is not shown, and both Concept A and Concept B are attached to the report as an exhibit. Although the final report did not specify between the concepts, the Council’s early discussions were generally more supportive of Concept A. The past discussions are certainly helpful information for the City Council to consider, but staff believes it is certainly reasonable for the Council to reexamine the information and consider new or changes in circumstances as development occurs. Meander Park and Boardwalk Concept Plan - Transportation The applicant proposes one access for the commercial property to Meander Road along the west of the project. The City Engineer has provided preliminary traffic comments which are attached. The February 2 review referenced the Tamarack Drive study completed during the summer of 2020. The vision anticipated a signalized intersection at Highway 55 and Tamarack Drive which would serve as the primary access for commercial development in the area, including the subject site. The study included a broader study of the future circulation for development property east and west of Tamarack Drive as well. The conceptual layout approved at the end of the study calls for connection from Meander Road to Tamarack Drive. This connection could be either a public roadway or a private access, depending on the layout of the development to the west of Tamarack Drive but was intended to provide improved connectivity for all uses to Tamarack Drive (and Highway 55). The study included the “commercial concepts” A and B which showed two potential alternatives for connectivity through the commercial development west of Tamarack Drive and south of Meander Road. Both concepts showed connectivity between Tamarack Drive and Meander Road. Concept A showed the connection extending further west, through the Meander Park and Meander Boardwalk and Park Page 3 of 3 March 1, 2022 PUD Concept Plan City Council Meeting Boardwalk site. Concept B showed the connection extending the intersection of Cavanaugh Drive, the entrance to Fields of Medina West. Staff recommended during review that the Meander Park and Boardwalk layout be updated to provide a primary route through the site from Meander Road to the eastern property line. This would provide better access for the uses on the east side of the Meander Park and Boardwalk project and leave the opportunity for connectivity to the east as well. Staff had requested feedback on whether the City Council believed it was necessary to require right-of-way for a public street to serve this purpose, or if it could be served through a private drive aisle with limited interference by parking spaces. The applicant indicated that dedicating land necessary for a frontage road would severely impact the viability of the proposed development of the site. City Council Feedback Requested As noted above and discussed on February 2, staff believes improved connectivity through the Meander Park and Boardwalk site is important. This would provide easier access for the uses on the east side of the project to Meander and from the uses on the west side of the site to future Tamarack. If the City prefers a public street similar to “Concept A”, the connection through the Meander Park and Boardwalk site would likely need to occupy a larger footprint. Updating the parking lot to accommodate a private drive through the site would occupy less space than a public street, but still require some additional space within the current layout. The Council can accept additional feedback on this matter from the applicant and the property owner to the east and provide additional feedback on the concept plan, if any, at the March 1 meeting. Attachments 1. Excerpt from 2/2/2022 City Council minutes 2. Tamarack Drive visioning study report [excludes Appendix B (Full Traffic Analysis) and Appendix E (Agency minutes) – available upon request] 3. Excerpt from 5/19/2020 City Council minutes 4. Excerpt from 7/21/2020 City Council minutes 5. Excerpt from 8/18/2020 City Council minutes 6. Applicant narrative 7. Concept Plan 8. Conceptual architectural information 1 Dusty Finke From:Scott Johnson Sent:Tuesday, February 15, 2022 5:12 PM To:Kathleen Martin; Dino Deslauriers; Todd Albers; Robin Reid; Joseph Cavanaugh Cc:Dusty Finke Subject:Fwd: Tamarack Drive/Meander Road access concepts Attachments:07-21-2020Minutes.pdf; 08-18-2020Minutes.pdf; 05-19-2020Minutes.pdf; 7A - Tamarack Corridor Study Report 081320 - Final Draft Report & Exhibits - Reduced.pdf; TamarackConceptAlignment.pdf; concept plans.pdf Mayor and Council Members,    Planning Director Dusty Finke has put together the following information regarding Tamarack Drive/Meander  Road.  Council Members requested the background information.  Please let staff know if you have questions regarding  this information.    Scott  Sent from my iPhone    Begin forwarded message:  From: Dusty Finke <dusty.finke@medinamn.gov>  Date: February 15, 2022 at 4:45:59 PM CST  To: Scott Johnson <scott.johnson@medinamn.gov>  Subject: Tamarack Drive/Meander Road access concepts  Hi Scott,  Here is a summary of my review of the Tamarack Drive study and council minutes:        At the February 2 meeting, the Council reviewed a PUD Concept Plan for the Meander Park and  Boardwalk development.  During discussion, the Council discussed the Tamarack Drive study completed  in 2020 and two potential street concepts which were discussed during review of the Study.  These  concepts were created to show different alternatives for design of Tamarack Drive and potential  circulation through adjoining future commercial development.  These concepts are attached as  “concepts.pdf”     *   “Concept A” showed Tamarack Drive as a standard roadway and showed a frontage road connecting  future Tamarack Drive to Meander Road further west, through the Meander Park and Boardwalk site.   *   “Concept B” showed Tamarack as a parkway design and showed a frontage road connecting with  Meander Road further east, at the intersection of Cavanaugh Drive (the western access to Fields of  Medina neighborhood).    During review of the Meander Park and Boardwalk concept, the Council discussed the interplay between  the proposed development and the two concepts.  City staff commented on the importance of good  connectivity from the proposed access on the western edge of the development through the site and to  the east property line even if the frontage road did not extend through the site.  The developer  expressed concerns with the impact of a frontage road through the site on the ability to develop the  2 site.    Following the City’s formal review of the concept plan, Joe Cavanaugh, whose family owns property east  of the subject site, met with staff and contacted City Council members related to the concept plan and  the Tamarack Drive study.  Mr. Cavanaugh presented information which he thought was important for  the Council to discuss when considering the development and access/circulation.  Unfortunately, this  information was not provided during the hearing or review process.  Generally, Mr. Cavanaugh states  that the City Council had approved of “Concept A” during review of the Tamarack Drive study and now  urges the City to secure that access through the Meander Park and Boardwalk site.    Multiple City Council members requested that staff provide more detail on the subject.  The following  summary and attached documents are intended to summarize the information.    Staff believes access and connectivity to and through the site are important subjects for both the  current development application and also for the transportation planning for the City. If City Council  members or applicant believe the subject warrants further discussion within the context of the concept  plan, staff would suggest the discussion be scheduled to continue publicly at the March 1 meeting.    Staff reviewed the Tamarack Drive study final report and City Council minutes from three meetings the  study was discussed based upon the information presented by Mr. Cavanaugh.  This information is  attached.      Staff does not believe the final report on the Tamarack Drive study explicitly chose between Concept A  and Concept B.  In fact, the final report includes both concepts for context.  The study acknowledges  that access and circulation through the commercial development would need to be determined based  upon site layout and other factors.  It is worth noting that at their initial discussion of the study on May 19, 2020, the City Council did state a  preference for Concept A.   Comments included:     1.  Preference for standard roadway for Tamarack Drive shown in Concept A rather than “parkway”  shown in Concept B   2.  Preference for not aligning access point with Fields of Medina (headlights, encourages traffic into  commercial development west of residential  The Council passed a motion (3‐2 vote) at the first meeting to “proceed with Concept #A as the  preferred option, including a full access with signal at Highway 55.”    The study was discussed at two more City Council meetings where the concept was refined through  continued discussion with adjoining property owners and the City Council over the course of three  months.   Ultimately, the final report included a “Conceptual Roadway Geometrics and Alignments”  which showed two potential accesses west of Tamarack Drive and a note that “one access to extend  through future development to Meander Road.”  The specific location on Meander Road is not shown,  and both Concept A and Concept B are attached to the report as an exhibit.  Although the final report  did not specific between the concepts, the Council’s early discussions were generally more supportive of  Concept A.    The past discussions are certainly helpful information for the City Council to consider, but staff believes  it is certainly reasonable for the Council to reexamine the information and consider new or changes  circumstances as development occurs.  As noted above, if Councilmembers want to have additional  discussions, it can request the discussion be added to the March 1 agenda.      7 0 1 X E N I A A V E N U E S | S U I T E 3 0 0 | M I N N E A P O L I S , M N | 5 5 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M Final Report Memorandum To: Honorable Mayor and City Council From: Jim Stremel, PE, City Engineer Date: August 13, 2020 Re: Tamarack Drive Corridor Visioning Study Background The City’s 2040 Comprehensive Plan anticipates residential, institutional, and commercial growth within the Tamarack Drive corridor. The study corridor is located from Hamel Road to the south up to Meander Road to the north. There has been development interest on the north side of Trunk Highway (TH) 55 within the medium density parcels, and on the south side of TH 55 where the Wayzata School District recently purchased property. Although no specific plans are underway for construction of a school on this site, staff believes it is appropriate to anticipate the potential after 2025, when the property is staged for development. It is anticipated that the development along the corridor will likely be completed by multiple parties at different times. The Tamarack Drive Corridor Visioning Study was initiated to develop a cohesive plan guiding the transportation needs, right-of-way, public utilities, access points/spacing, pedestrian mobility, and other parameters within the Tamarack Drive corridor. The Study will provide a guide to the City for the following as development occurs: 1. Requiring right-of-way to allow construction of the proposed improvements. 2. Require construction of portions of the roadway as part of the required improvements by adjacent developments. 3. Provide a framework for securing financial contributions for certain portions of the roadway which benefit all of the adjacent developments and may not be able to be constructed until a future time. Information and materials used in the preparation of this report were collected from the City of Medina, Hennepin County, MnDOT, and other impacted agencies. This data included: · Existing and historic traffic volume data · Updated crash history · Proposed and anticipated development plans · Wayzata School master site plans · As built roadway and utility plans · Survey/topographic data previously obtained or readily available · Wetland and floodplain locations from available GIS or other mapping · Property owner and stakeholder engagement data Existing Conditions Roadway Currently, there is no connection between TH 55 and Meander Road or between TH 55 and Hamel Road. A prescriptive easement does exist for the current unmaintained roadway south of TH 55, but not to the north. The proposed roadway corridor is a combination of agricultural land, floodplains, and wetlands. There is no existing paved (improved) roadway or City utilities within the proposed corridor. There is an access off of TH 55 in both the north and south directions including eastbound and westbound turn lanes. Just to the south of TH 55, CP Railroad owns and operates a single track and a narrow crossing exists. City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 2 TH 55 is an east/west four-lane facility with two lanes in each direction and left and right turn lanes at Arrowhead Drive, future Tamarack Drive and Pinto Drive (CSAH 116). West of Arrowhead Drive the roadway transitions to a two-lane facility. TH 55 at the future Tamarack Drive intersection currently has eastbound and westbound left and right turn lanes. TH 55 has a functional classification of a Principal Arterial. The roadway has a posted speed limit of 55 MPH. Utilities There is a 16-inch trunk watermain located adjacent to TH 55. From Tamarack Drive, the watermain runs on the north side of TH 55 west and on the south side to the east. An existing 24- inch trunk sewer runs parallel along the south side of TH 55 in a drainage and utility easement adjacent to the existing road right-of-way. At the westerly property line of the commercial property to the west of Tamarack Drive, a sewer main runs north/south connecting to the trunk main and to the residential neighborhood to the north. A storm sewer culvert runs underneath TH 55 at the intersection with Tamarack Drive connecting the low-lying wetland areas on each side of the highway. No other storm sewer exists at this location. Traffic Forecasting Analysis (Summary) Existing peak hour turning movement and daily traffic volumes were developed based on existing data available for the area. The Average Daily Traffic (ADT) counts are based on the current City of Medina, Hennepin County, and MnDOT State Aid count data. Traffic growth in the vicinity of a proposed site will occur between existing conditions and any given future year due to other development within the region. This background growth must be accounted for and included in future year traffic forecasts. Reviewing the historical traffic counts in the area, traffic has stayed somewhat constant or dropped in the past few years. Based on this review, a factor of 1.1 (0.5%/year) over a 20-year period was used to project traffic from existing conditions to the 2040 analysis year. The trip generation used to estimate the proposed area traffic is based on rates for other similar land uses as documented in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. The future area development traffic was determined based on the City’s 2040 Comprehensive Plan Land Use and adjacent development Traffic Studies. The 2040 Future Land Use Plan shows that the area will include: commercial, medium density residential, mixed residential, and rural residential uses north of TH 55 and a future Wayzata School District use south of TH 55. The size of the land use estimates was based on available land in the area assuming typical uses from similar sites and density calculations outlined in the City’s 2040 Comprehensive Plan. Traffic forecasts were prepared for the twenty-year design (year 2040) condition, representing the full development of the area. The traffic forecasts were prepared by adding the projected annual background traffic growth and anticipated area development site traffic generation to determine the 2040 Build traffic conditions. The estimated existing and projected 2040 traffic volumes are shown below in Table 1. Table 1: Existing and Projected ADT Traffic Volumes Location Existing ADT Projected 2040 ADT Tamarack Drive south of Meander Road NA 1,750 Tamarack Drive north of TH 55 NA 8,300 Tamarack Drive south of TH 55 NA 3,300 Tamarack Drive north of Hamel Road NA 1,000 TH 55 west of Arrowhead Drive 16,600 22,300 City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 3 Location Existing ADT Projected 2040 ADT TH 55 west of future Tamarack Drive 18,800 24,800 TH 55 west of Pinto Drive (CSAH 116) 18,800 27,200 TH 55 east of Pinto Drive (CSAH 116) 25,000 33,500 Meander Road east of Arrowhead Drive 400 1,200 Meander Road west of Pinto Drive (CSAH 116) 900 2,200 Arrowhead Drive north of Meander Road 1,050 7,100 Arrowhead Drive south of TH 55 2,200 2,500 Pinto Drive (CSAH 116) north of Meander Road 9,600 12,200 Pinto Drive (CSAH 116) north of TH 55 9,600 11,000 Pinto Drive (CSAH 116) south of TH 55 2,200 2,600 Hamel Road east of Arrowhead Drive 1,200 1,400 Hamel Road west of Pinto Drive (CSAH 116) 1,600 2,100 Traffic Operations Analysis & TH 55 Signal Review (Summary) The traffic operations analysis was completed for the Tamarack Drive area, including the intersections of: · TH 55 at Arrowhead Drive · TH 55 at Pinto Drive (CSAH 116) · Meander Road at Arrowhead Drive · Meander Road at Pinto Drive (CSAH 116) · Hamel Road (CSAH 115) at Arrowhead Drive (CSAH 118) · Hamel Road (CSAH 115) at Pinto Drive (CSAH 116) · Tamarack Road at Meander Road (projected only) · Tamarack Road at Development Access (projected only) · Tamarack Road at TH 55 (projected only) · Tamarack Road at Hamel Road (projected only) Tamarack Drive has been identified by the City of Medina as a future Collector roadway between Meander Road and Hamel Road that would provide access to the development area north and south of TH 55. The access of Tamarack Drive at TH 55 is included in the MnDOT Access Management Guidelines as a future full movement signalized intersection. In addition, left and right turn lanes are currently provided for both eastbound and westbound TH 55 at the future Tamarack Drive intersection. The City has been guiding development of the areas adjacent to TH 55 based on the current City 2040 Comprehensive plan assuming a full movement signalized access on TH 55 at Tamarack Drive. However, in order to verify the need for this access, two roadway access alternatives were included as part of this analysis including: 1. A full movement signalized intersection with northbound and southbound left and right turn lanes; and 2. A partial access, right-in/right-out stop-controlled intersection with northbound and southbound right turn lanes. The traffic analysis evaluated the operations for the existing and projected 2040 conditions at the impacted area intersections with the proposed Tamarack Drive corridor improvements using Synchro/SimTraffic software for the traffic signal and stop sign control intersections and RODEL software for the roundabout controlled intersections. The capacity and LOS analysis was completed for the AM and PM peak hours assuming the two Tamarack Drive Improvement City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 4 access alternatives. The following table shows the level of service comparison of the existing and 2040 build conditions with both access alternatives at TH 55 considered. Co n t r o l Intersection Existing Projected 2040 Full Access Projected 2040 Right-in/Right-out AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Si g n a l TH 55 at Arrowhead Dr D (E) C (E) E (F) D (E) F (F) E (F) Si g n a l TH 55 at Pinto Dr (CSAH 116) E (F) D (E) F (F) F (F) F (F) F (F) Th r u - St o p Meander Rd at Arrowhead Dr A (A) A (A) A (A) A (A) A (B) A (B) Th r u - St o p Meander Rd at Pinto Dr (CSAH 116) A (F) A (C) F (F) A (F) F (F) C (F) Th r u - St o p Hamel Rd (CSAH 115 at Arrowhead Dr A (A) A (A) A (A) A (A) A (A) A (A) Th r u - St o p Hamel Rd (CSAH 115) at Pinto Dr (CSAH 116) A (A) A (A) A (B) A (A) A (B) A (B) Th r u - St o p Meander Rd at Development Access NA NA A (A) A (A) A (A) A (A) Th r u - St o p Meander Rd at Tamarack Dr NA NA A (A) A (A) A (A) A (A) Th r u - St o p Tamarack Dr at Development Access NA NA A (B) A (B) A (A) A (B) Si g n a l TH 55 at Tamarack Dr NA NA D (E) D (E) C (E) C (E) Th r u - St o p Hamel Rd at Tamarack Dr NA NA B (C) A (A) C (D) A (A) C = Overall LOS, (D) = Worst movement LOS Source: WSB The details of the traffic analysis and alternative comparison is documented in the memorandum attached in the appendix. Based on the analysis documented in the memorandum, WSB has concluded the following: · The City of Medina identified the need to prepare a preliminary plan and vision for the future Tamarack Drive corridor from Meander Road to Hamel Road (CSAH 115). The corridor has been included in the City’s 2040 Comprehensive Plan. · The access to TH 55 at Tamarack Drive is included in the MnDOT Access Management Guidelines. In addition, MnDOT completed a preliminary corridor design concept for TH 55 from I-494 to the Crow River in 2007 and an EA/EAW in 2008. These documents both identified a future controlled intersection access at the TH 55 and Tamarack Drive. · The areas north and south of TH 55 adjacent to the future Tamarack Drive corridor is planned for commercial and residential development north of TH 55 and a future Wayzata School District use south of TH 55. City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 5 · The future area development is anticipated to generate up to 10,307 daily, 752 AM peak hour and 1,030 PM peak hour trips north of TH 55 and; 3,079 daily, 955 AM peak hour and 260 PM peak hour trips south of TH 55. · Two roadway access alternatives were prepared and analyzed including a full movement signalized intersection with northbound and southbound left and right turn lanes, and a partial access, right-in/right-out stop-controlled intersection with northbound and southbound right turn lanes. · The results of the existing conditions traffic operations analysis results show that all intersections are operating at overall LOS D or better during both the weekday AM and PM peak hours, except the intersection of TH 55 at Pinto Dive (CSAH 116) during the AM peak hour which is operating at an overall LOS E. · The analysis results for the 2040 condition with a full movement signalized intersection at TH 55 and Tamarack Drive show that all intersections would be operating at overall LOS D or better during both the weekday AM and PM peak hours, except the intersections of: TH 55 at Arrowhead Drive during the AM peak hour operating at an overall LOS E; TH 55 at Pinto Dive (CSAH 116) during the AM and PM peak hours operating at an overall LOS F; and Meander Road at Pinto Drive (CSAH 116) during the AM peak hour operating at an overall LOS F. · The analysis results for the 2040 condition with right-in/right-out intersection at TH 55 and Tamarack Drive show that all intersections would be operating at overall LOS D or better during both the weekday AM and PM peak hours, except the intersections of TH 55 at Arrowhead Drive during the AM peak hour operating at an overall LOS F and PM peak hour operating at an overall LOS E; TH 55 at Pinto Dive (CSAH 116) during the AM and PM peak hours operating at an overall LOS F; and Meander Road at Pinto Drive (CSAH 116) during the AM peak hour operating at an overall LOS F. · Based on comparison of the two access alternatives, the right-in/right-out access alternative would divert traffic to the adjacent roadways and would have significant traffic operation impacts specifically at the adjacent intersections of TH 55 at Arrowhead Drive; TH 55 at Pinto Drive (CSAH 116);and Pinto Drive (CSAH 116) at Meander Road. In addition, there is a safety concern with vehicles turning out from Tamarack Drive merging with vehicles on TH 55 traveling at 55mph. Based on these conclusions the following is recommended: 1. Provide a full movement intersection at TH 55 and Tamarack Drive to provide access to the existing and future development area north and south of TH 55, as identified by the City of Medina and in the current MnDOT Access Management Guidelines for the TH 55 corridor. 2. The construction of Tamarack Drive including the full movement access connection to TH 55 should be completed as development continues to occur in the area north of TH 55. It is recommended that should Meander Road reach a level of 3,100vpd, which would be a level to warrant a traffic signal at the Meander Road and Pinto Drive (CSAH 116) intersection, the connection to TH 55 should be completed. Assuming the existing traffic volume on Meander Road (900vph) with the full development of the Meadow View Townhomes (1,010vpd), a portion of the commercial development (1,190vpd) or approximately 12% of the development could be completed prior to the need for the construction of Tamarack Drive. City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 6 3. As the area adjacent to TH 55 and Tamarack Drive is developed, continue to review the warrants for installation of a traffic signal system at the intersection. When warrants are met, work with MnDOT for approval and construction of the traffic signal system. Based on review of the Minnesota Manual on Uniform Traffic Control (MnMUTCD) traffic signal warrants, it is estimated that the required traffic volume currently exist on TH 55 (>15,000vpd) to warrant a traffic control signal system; however, it is anticipated that the approximately 35% of the development on the north side of TH 55 or the school development on the south side of TH 55 or a combination of both (>3,100vpd) would need to be completed to warrant the traffic signal system. 4. As traffic grows in the area work with MnDOT and Hennepin County on possible improvements at the intersections of TH 55 at Arrowhead Drive; TH 55 at Pinto Drive (CSAH 116); and Pinto Drive (CSAH 116) at Meander Road to improve future traffic operations The full traffic forecast and operations analysis is included in Appendix B. Proposed Improvements & Concept Plan Development Commercial Site Analysis WSB’s Land Development team analyzed the commercial areas north of TH 55 for potential site layouts and access points to the proposed Tamarack Drive extension. This included a site-fit analysis to maximize potential commercial uses with current City ordinance guidelines for setbacks and parking areas. The uses considered include a convenience store/gas station, hotel, single/multi-tenant retail, and a single tenant retail (with loading dock), with various access options to both Tamarack Drive and Meander Road. Based on feedback gathered as part of the public engagement process, two concepts for the corridor were developed: an undivided roadway (Concept A) and a parkway (Concept B). Each concept displayed a roundabout at Tamarack Drive and a future frontage road providing access to the east and west to commercial areas. An alternate two-way stop intersection was also considered. At Meander Road and Tamarack Drive, a two way stop intersection was shown graphically. These concepts are provided in Appendix A. Full Corridor Concept Plan Based on the traffic forecasting, analysis, and stakeholder input, a concept plan for the entire corridor was developed that includes the recommended geometric improvements, preliminary intersection control design (stop condition or roundabout), signal improvements at TH 55, and right-of-way needs. The street section considered for each of the concepts include an undivided roadway/parkway design with both sidewalks and multi-use trails. The divided/parkway roadway option was not preferred by the City Council; the roundabout was the preferred intersection control at the primary commercial site entrance. The installation of a roundabout at the commercial site entrance will provide improved turning/access operations and be safer than a traditional intersection configuration for both vehicles and pedestrians. The proximity of a roundabout can also be located closer to TH 55 than a traditional four-legged intersection. Pedestrian connectivity is also an important component of the corridor considering the proposed land uses and the need to connect the north and south portions of the corridor. The proposed concepts include a multi-use trail and a sidewalk, one on each side of the roadway along with a crossing at TH 55. The Three Rivers Park District is planning a regional trail system (Diamond Lake Trail Corridor) and the City believes the Tamarack Corridor is a feasible location for this improvement, including a crossing at or near TH 55. City staff have been in contact with the Three Rivers Park District and is a willing partner for this opportunity. The corridor concept figures have been included in Appendix A of the report. City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 7 Railroad Crossing Improvements The proposed improvements to the intersection of Tamarack Drive at TH 55 will require an expansion of the railroad crossing on the south side of TH 55 to accommodate the proposed roadway and pedestrian improvements. Canadian Pacific Railroad will require that a new four- quadrant gate system is installed. With these improvements, a railroad quiet zone (whistle-less crossing) is also proposed. Public Utility Planning Utility extensions along Tamarack Drive, including storm sewer and new watermain, are proposed to be a part of the final alignment option(s). The watermain extension is proposed to be 16-inch ductile iron trunk line from TH 55 to the existing Meander Road. This line will provide additional looping within the system, as well as a point of connection for the future developments. It is anticipated that adjacent development would connect to this trunk main and extend further into the area and serve individual lots. Existing sanitary sewer is located along the south side of TH 55, westerly boundary of the commercial area that connects at Meander Road and Cavanaugh Drive, and at Jubert Drive. As development occurs, it is anticipated that these development areas will connect to the sewer at these locations and extend further to serve individual lots. Storm sewer improvements will likely include a storm piping system sized to convey runoff from an urban street section to meet State Aid design criteria, stormwater treatment areas to capture and retain storm sewer in accordance with City and Elm Creek Watershed Management Commission (ECWMC), and culverts to facilitate flow to the existing floodplains. Additional discussion of the stormwater management improvements is included in the section below. Right-of-Way Considerations Additional right-of-way will need to be acquired for the extension of Tamarack Drive north and south of TH 55, where no platted easement exists. The proposed right-of-way needs have been compiled electronically with the CAD work completed with this visioning study and can be provided upon request. It is important to note that the City may request more right of way from property owners/developers then what is shown in the exhibits. Right of way that is not utilized for the public improvements would be vacated once the projects are completed. The location of the proposed right-of-way is shown graphically in Figure 1 in Appendix A of the report. Public Engagement Activities Public Engagement Activities In order to gather input and engage the public on a vision for the Tamarack Drive corridor, City staff prepared a survey, mapping activity (currently underway), and held an open house. Initially, when the scope of the project was prepared, and in-person open house was proposed to engage the pubic on this project. Due to the current COVID-19 pandemic and to respect the CDC guidelines limiting public gatherings, the public engagement strategy needed to be in a virtual format that did not require direct in-person contact. With that challenge at hand, the City ultimately decided to use Social Pinpoint, an online public engagement platform where surveys and a mapping interface can be developed. Here is a summary of the virtual public engagement activities utilized for this study, which generally focused on the portion of the corridor north of TH 55. · A survey was developed asking for input on various hard-scape design elements and street sections that would be feasible in the corridor. These included a center median (parkway) street section, typical undivided street section, round-about/traditional City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 8 intersection designs, landscaping ideas, and pedestrian access options. Those who participated were able to vote on these various options and provide other input on the “ideas wall.” Enclosed with this memo are the survey results and comments placed on the ideas wall. · A virtual open house through a webinar platform was held on April 14, 2020 that included general information on the corridor and study elements, a commercial site analysis/mapping, review comments provided on the initial online survey, and live resident feedback (voice calls and written questions) from residents during the meeting. The intent was to mimic what would normally have been available at an in-person meeting. · Based on the initial survey results and the virtual open house, two final concepts were created (Concepts A & B) utilizing both a parkway roadway design and a traditional undivided roadway section with various commercial site alternatives. The concepts were posted on Social Pinpoint and open for comments until May 28th. The results of the initial survey and comments provided for the final Social Pinpoint website are included in Appendix D. The final commercial site layout concepts in response to the public engagement comments are located in Appendix A. Meetings with Adjacent Property Owners The City met with adjacent property owners that had an interest in the design and access points along the Tamarack Drive corridor. Three different engineering firms representing the various property owners provided input on behalf of their clients on the geometric design of Tamarack Drive north of TH 55. Discussions with the property owners included the location of the proposed roundabout (as close to TH 55 as possible), the addition of a second commercial access (traditional intersection) north of the roundabout, and the need for a future loop road from Tamarack Drive west through the future commercial area to Meander Road. The property owners also commented on the need to be as equal as possible with the split of the proposed right-of- way needs for Tamarack Drive. A loop road west of Tamarack Drive through the future commercial area could originate at either the proposed roundabout or the traditional intersection location north of the roundabout. The loop road could be public or private but in either case will be determined at the time of an actual development plan submittal for the commercial area. Figure 1 located in Appendix A shows the final concept plan for the corridor based on adjacent property owner input. Agency Coordination A number of coordination meetings were held with project stakeholders including Hennepin County to discuss the proposed improvements throughout the corridor including detailed discussions on the intersection at Hamel Road and TH 55. Meeting with the Minnesota Department of Transportation (MnDOT) City engineering staff met with MnDOT to discuss the intersection of Tamarack Drive and TH 55 and the need for a fully signalized intersection to accommodate the proposed traffic for a fully developed condition. At that time of the meeting MnDOT was receptive to the improvements but asked that the City provide them with an analysis of the traffic forecasting, traffic operations, and a review of alternatives in-lieu of further improvement to the intersection at TH 55. The City provided the requested analysis and MnDOT provided a letter of concurrence for the proposed signalized intersection. City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 9 In preparation for the actual signal improvements, MnDOT will require that a more refined design is submitted for review and approval. The timeframe for final design review and approval by MnDOT can take up to 18 months. Meeting with CP Railroad & MnDOT Rail Safety City staff met with representatives of both Canadian Pacific Railroad and MnDOT Rail Safety. The proposed improvements to the intersection of Tamarack Drive and TH 55 were discussed along with the potential need to expand the railroad crossing on the south side of TH 55. The primary take-away from this meeting was that further refinement of the proposed design is needed and coordination with CP Railroad will be required to acquire the additional right-of-way for the improvements. The railroad will require that the local agency fund any improvements needed including the crossing panels, improvements needed to facilitate a whistle-less crossing, and the gate/lighting system. The timeframe to design and coordinate these improvements and right-of-way acquisition with CP Railroad and the Federal Railroad Administration on the whistle- less crossing can take up to 24 months. Meeting with Hennepin County City staff met with Hennepin County to discuss proposed improvements at Hamel Road. The improvements of Hamel Road will be necessary to accommodate the increase in traffic associated with development and will include the need for a dedicated left turn lane at minimum. Hennepin County asked that the City continue to provide updates as the project progresses. Once development occurs between Hamel Road and TH 55 and a specific plan is being developed, the County will require review and approval of any proposed changes to the intersection at Hamel Road. The timeframe for final design review and approval by Hennepin County can take up to 12 months. The meeting minutes and documentation of these discussions are included in Appendix E. Permitting Considerations Stormwater Management The preferred concept plan exceeds the 5,000 square foot threshold requiring a City of Medina Stormwater Management Plan for any new impervious surfaces. The total new impervious within the project area is approximately 200,000 square feet (4.6 acres). The stormwater management plan must include at a minimum: · Volume Control – Design calculations of a BMP to capture and retain onsite 1.1 inches of runoff from the net new impervious surface. · Rate Control – Hydrologic and hydraulic analysis to show that post development discharge rates are less than existing discharge rates. · Storm Sewer Sizing – Storm sewer sizing to meet State Aid design criteria. The proposed improvements are located within the Elm Creek Watershed Management Commission (ECWMC). A permit will be required from ECWMC because the proposed improvements disturb more than 1 acre. Since this is a linear project, the net new impervious surface must meet ECWMC’s runoff rate restrictions, volume control requirements, and water quality requirements listed below: · Runoff rates for post development must be less than existing discharge rates. · Stormwater runoff volume must be abstracted onsite to meet 1.1 inches of runoff from the net new impervious surface. · No net increase in total phosphorus (TP) and total suspended solids (TSS) from the existing conditions. The City of Medina’s standards are more stringent than ECWMC’s for stormwater management for this project. NPDES permitting will be required for construction activity. Based on the amount City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 10 of impervious cover proposed, the NPDES permitting requirements for treatment and volume control do apply but are satisfied through the City and ECWMC permitting. To meet the requirements of the City of Medina and ECWMC, it is anticipated that adjacent development will oversize their stormwater management to treat impervious created from the Tamarack corridor. Since timing of development cannot always be predicted, temporary ponds may need to be installed as necessary to manage stormwater. Preliminary BMPs have been sized along the corridor to manage runoff if the timing of development does not correlate with road construction. It will be necessary to extend an existing culvert that runs under TH 55. The culvert extension is located in the northeast corner of the intersection of TH 55 and Tamarack. Along with this culvert extension some regrading of the existing ditch will be necessary. The culvert and ditch will be designed such that the hydraulic capacity is maintained. Environmental Based on a review of the National Wetland Inventory and nearby approved wetland delineations, wetland impacts may occur as a result of development and the extension of Tamarack Drive including the area at TH 55 with the proposed signal improvements. A wetland delineation will need to be completed for parcels that do not already have approved boundaries. Impacts are anticipated north and south of the intersection of Tamarack and TH 55. Options to minimize wetland impacts will need to be evaluated during final design. The project will require permits from the DNR, US Army Corps of Engineers (USACOE), WCA (via City of Medina), and ECWMC. We expect it will take 6-9 months to prepare documents/plans and obtain permits from all agencies. Mitigation for WCA regulated wetland impacts will be required at a 2:1 ratio and it is anticipated to be provided through the purchase of wetland credits from an USACE approved wetland bank or through onsite mitigation. Wetland banks are available in Hennepin County at a cost of approximately $2.50-$3.00/square foot (2020 dollars). Options for onsite mitigation will also be reviewed and would require 5 years of monitoring following construction to ensure success. The State’s Environmental Assessment Worksheet (EAW) rules were reviewed. The project would not trigger an EAW based on the mandatory thresholds for a highway project. Utilities For the extension of the 16-inch trunk watermain from TH 55 to Meander Road, a Minnesota Department of Health watermain permit will be required. Construction For disturbance greater than 1 acre a MN Pollution Control Agency (NPES) permit will be required for construction activities. Permitting requirements for permanent BMP’s will be satisfied through the City and ECWMC permits. Project Cost Estimates & Funding Opinion of Probable Cost A detailed opinion of cost for the project can be found in Appendix C of this report. The opinion of cost incorporates estimated 2020 construction costs and includes a 10% construction contingency factor. Indirect costs are projected at 28% of the construction cost and include engineering, legal, financing, and administrative costs. The table below provides a summary of the opinion of probable cost for the options under consideration. City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 11 Table 2: Estimated Project Cost Summary Description Estimated Project Cost TH 55 Signal $ 645,000 North Approach Street & Storm $ 497,000 South Approach Street & Storm $ 600,000 Railroad Crossing Improvements $ 791,000 North Street & Storm to Meander Rd $ 1,374,000 Watermain Looping Connection $ 401,000 South Street & Storm to Hamel Rd $ 1,206,000 Grand Total Estimated Project Cost $ 5,514,000 The above costs in Table 2 are estimated project costs for roadway, storm sewer, stormwater improvements, signal improvements, and watermain as indicated for the various areas of the project. The cost to obtain right-of-way for the proposed improvements was not included with the project estimates; It has been assumed that adjacent property owners would provide the necessary right-of-way with proposed development. The approximate cost to mitigate disturbed wetland areas was included with the estimated costs. It was assumed the purchase of wetland credits and not onsite mitigation. Excavation quantities were estimated based on available soil information (NRCS) and known wetland locations; soil borings or a geotechnical analysis were not completed with the visioning study. The actual depth and composition of peat or other poor soils within the project area could affect the cost of the project significantly. Soil borings and a geotechnical analysis are recommended if the City proceeds with further refinement of the design. Potential Project Funding/Implementation It is likely that several projects may occur at different times within the corridor prior to full completion of this vision. Most of the proposed improvements will be implemented with adjacent development to extend public streets, utilities, and other infrastructure. Agreements to fund these projects would be required of developers or property owners. Portions of the improvements that cannot be constructed with adjacent development may need to be implemented as a public project and funded through an area-wide Chapter 429 Special Assessment to benefitting property owners. Based on discussion with MnDOT and Hennepin County, it is not anticipated that a cost share of the intersection improvements at either Hamel Road or TH 55 is possible. The City may also need to fund a portion of the trunk watermain looping connection, but the share of the cost will be determined at the time of development approvals. Summary, Recommendations, & Next Steps Summary The Tamarack Drive corridor is located from Hamel Road to the south up to Meander Road to the north. The City’s 2040 Comprehensive Plan, and specifically the Future Land Use Plan, shows that this area has been planned for a combination of medium density residential, mixed residential, and commercial land uses. City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 12 It is anticipated that the development along the corridor will likely be completed by multiple parties at different times. The study will provide a guide to the City for the following as development occurs: 1. Requiring right-of-way to allow construction of the proposed improvements. 2. Provide a framework for securing financial contributions for certain portions of the roadway/intersection improvements which benefit adjacent landowners. 3. Require construction of portions of the roadway, watermain, or other improvements in conjunction with adjacent developments. There has been development interest on the north side of TH 55 with the medium density residential property and on the south side of TH 55 within the mixed residential zoning area where the Wayzata School District recently purchased property. Plans have been submitted to the City for a townhome development within the medium density residential property. Although no specific plans are underway for construction of a school on the Wayzata School District site, staff believes it is appropriate to anticipate the potential after 2025, when the property is staged for development. The corridor visioning study is consistent with the 2040 Comprehensive Plan and represents the City’s vision for this corridor. Roadway, Intersections, and Signal at TH 55 The Tamarack Drive Corridor Visioning Study and the final concept plan is based upon input from City Council, City staff, MnDOT, Hennepin County, comments made through the public engagement process, input from property owners, and the City’s engineering team. The final vision incorporates a roundabout as the preferred primary access to the future commercial area and an undivided roadway section where possible. The installation of a roundabout at the commercial site entrance will provide improved turning/access operations and be safer than a traditional intersection configuration for both vehicles and pedestrians. The proximity of a roundabout can also be located closer to TH 55 than a traditional four-legged intersection. The concept plan also indicates a loop road west of Tamarack Drive through the future commercial area, which could originate at the proposed roundabout location or the traditional intersection to the north of the roundabout. This shared access could be designated as public or private but in either case would be determined at the time of a specific development plan submittal for the commercial area. Based on the traffic forecasting and operations analysis completed with this study, a signal at TH 55 is warranted when approximately 35% of the development occurs on the north side of TH 55, the school development on the south side of TH 55, or a combination of both (>3,100vpd) occurs. The proposed medium density residential development (Meadowview Townhomes) will not in itself warrant the signal at TH 55; the proposed increase in traffic for this development is 1,190 vehicles per day (vpd). It is anticipated that further development within the corridor would likely trigger the need for a full signalized intersection at TH 55 to accommodate the increase in traffic levels. It is important to note that the increase of traffic could change if the final development is not consistent with the Future Land Use Plan. The timeframe for design, review, right-of-way acquisition, and approvals between MnDOT and CP Railroad for the intersection at TH 55 could take 18 to 24 months prior to the construction of the proposed improvements. City of Medina Tamarack Drive Corridor Visioning Study – Final Report Memorandum August 13, 2020 Page 13 List of Appendices and Figures Appendix A Figure 1 – Full Corridor Exhibit Figure 2 – Commercial Analysis Concept Appendix B Traffic Study Appendix C Engineer’s Opinion of Project Costs Appendix D Social Pinpoint Survey Social Pinpoint Mapping Responses Appendix E Meeting Minutes with MnDOT Letter of Concurrence for TH 55 Signal from MnDOT Meeting Minutes with CP Railroad & MnDOT Rail Safety Meeting Minutes with Hennepin County Appendix A Figure 1 – Full Corridor Exhibit Figure 2 – Commercial Development Concept W S B F i l e n a m e : D a t e : P r i n t e d : 8 / 1 2 / 2 0 2 0 K : \ 0 1 5 5 9 9 - 0 0 0 \ C a d \ La y o u t \ 0 1 5 5 9 9 - 0 0 0 _ l o . d g n City of Medina Tamarack Drive Corridor Study REQUIREMENTS PLANS AND SIGHT DISTANCE BASED ON DEVELOPMENT ROAD INTERSECTION WILL BE FINAL LOCATION OF HAMEL Legend ROADWAY SHOULDERS (PAVED) CURB SIDEWALK INPLACE SIGNAL PROPOSED SIGNAL DELINEATED WETLAND EXISTING R/W PROPOSED R/W S TO P ROUNDABOUT OPTION S TO P N 0 SCALE IN FEET 150 300 Figure 1 S TO P EXISTING ADT PROJECTED 2040 ADT XXX (XXX) MINNESOTA 55 M e a n d e r R o a d H a m el R o a d Conceptual Roadway Geometrics and Alignments August 2020 MEANDER ROAD DEVELOPMENT TO FUTURE EXTEND THROUGH ONE ACCESS TO BASED ON DEVELOPMENT ACCESS TO BE DETERMINED EXACT ALIGNMENT AND 4 0 ' 4 0 ' 5 0 ' 4 0 ' 4 5 ' 6 6 ' 9 ' 7 0 ' 4 5 ' 1 1 0 ' 1 2 5 ' 160' 160' 400 (1800) 900 (2200) 1200 (1400) 18,800 (24,800) 0 (1000)0 (3300) 0 (8300) 0 (1750) 18,800 (27,200) 1600 (2100) C: \ U s e r s \ e k e l l y \ D o c u m e n t s \ P R O J E C T _ M e d i n a \ 0 1 5 5 9 9 C o m m e r c i a l C o n c e p t s 0 4 2 9 2 0 Tamarack Drive Study - Commercial Area Concepts Tamarack Drive Study - Medina, Minnesota April 29, 2020 | WSB Project number: 015599-000 Concept A Concept B Scale in Feet 800’0’200’400’North Scale in Feet 800’0’200’400’North WET WE T W E T WE TWE T WET WE T W E T WE T WET WET WE T WE T WE T WE T WE T WE T WET WET W E T WET WE T W E T WE TWE T WET WE T W E T WE T WET WET WE T WE T WE T WE T WE T WE T WET WET W E T FUTURE MEDIUM DENSITY RESIDENTIAL FUTURE MEDIUM DENSITY RESIDENTIAL Undivided Roadway Section - 66’ R.O.W.Parkway Section - 80’ R.O.W. Tamarack Drive - Undivided Road Tamarack Drive - Parkway Alternate Intersection at Commercial Entrance Alternate Intersection at Commercial Entrance Note: Commercial uses are illustrative only to show context for potential street orientations. LEGEND PROPOSEDTAMARACK DR ALIGNMENT COMMERCIAL OR RETAIL DEVELOPMENT LANDSCAPESCREENING STORMWATERMANAGEMENT AREA FRONTAGEROAD DRIVEWAY ACCESS TO COMMERCIAL SIGNALIZED INTERSECTION ROUNDABOUT RESIDENTIAL DEVELOPMENT wetland wetland wetland wetland wetland wetland RETAIL 3.0 ac. +/- COM M E R C I A L 3.0 acr e s + / - HIGH W A Y 5 5 HIGH W A Y 5 5 MEANDER ROAD RETAIL 2.3 ac. +/- RETAIL 1.5 ac. +/- RETAIL 3.0 ac. +/- COMMERCIAL 2.5 ac. +/-COMMERCIAL 5.5 ac. +/- City Park Fields of Medina City Park Fields of Medina COMMERCIAL 5.0 ac.+/- CO M M E R C I A L 1. 8 a c . + / - MEANDER ROAD stormwater management Paved Trail Paved Trail MedianSidewalkSidewalk TA M A R A C K D R TA M A R A C K D R TA M A R A C K D R COM M E R C I A L 3.0 acr e s + / - RETAIL 1.0 ac. RETAIL 1.0 ac. RETAIL 2.0 ac. RETAIL 3.0 ac.+/- RETAIL 4.0 ac.+/- RETAIL 2.5 ac.+/- RETAIL 3.0 ac.+/- COMMERCIAL 8.0 ac.+/- COMMERCIAL 4.0 ac.+/- TA M A R A C K D R stormwater management Appendix B Traffic Study Appendix C Engineer’s Opinion of Project Costs WSB Project:Tamarack Drive Corridor Design By:LME Project Location:Medina, MN Checked By:JLS City Project No.: WSB Project No:015599-000 Date:8/13/2020 Item No. MnDOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost 1 2021.501 MOBILIZATION LS 1 20,900.00$ 20,900.00$ 2 2231.604 BITUMINOUS PATCHING S Y 245 200.00$ 49,000.00$ 3 2521.518 4" CONCRETE WALK S F 336 12.00$ 4,032.00$ 4 2521.518 6" CONCRETE WALK S F 256 18.00$ 4,608.00$ 5 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 264 24.00$ 6,336.00$ 6 2531.618 TRUNCATED DOMES S F 48 70.00$ 3,360.00$ 7 2565.601 SIGNAL SYSTEM LS 1 350,000.00$ 350,000.00$ CONSTRUCTION TOTAL 438,236.00$ CONTINGENCY TOTAL (15%) 65,735.40$ SUBTOTAL 503,971.40$ INDIRECT COST TOTAL (28%) 141,111.99$ TOTAL 645,000.00$ 8 2021.501 MOBILIZATION LS 1 12,800.00$ 12,800.00$ 9 2105.504 GEOTEXTILE FABRIC TYPE V S Y 3455 3.00$ 10,365.00$ 10 2106.507 EXCAVATION - COMMON C Y 849 12.00$ 10,188.00$ 11 2106.507 EMBANKMENT - COMMON C Y 849 12.00$ 10,188.00$ 12 2106.507 EXCAVATION - SUBGRADE C Y 1900 14.00$ 26,600.00$ 13 2106.507 EXCAVATION - MUCK C Y 634 16.00$ 10,144.00$ 14 2106.507 SELECT GRANULAR EMBANKMENT (CV) C Y 2073 24.00$ 49,752.00$ 15 2106.507 GRANULAR EMBANKMENT (CV) C Y 691 20.00$ 13,820.00$ 16 2112.519 SUBGRADE PREPARATION RDST 3 300.00$ 900.00$ 17 2211.509 AGGREGATE BASE CLASS 5 C Y 888 35.00$ 31,080.00$ 18 2231.603 BITUMINOUS RAMPING LF 600 1.25$ 750.00$ 19 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 173 5.00$ 865.00$ 20 2360.509 TYPE SP 12.5 WEARING COURSE MIX (2,C) TON 308 88.00$ 27,104.00$ 21 2360.509 TYPE SP 12.5 NON-WEAR COURSE MIX (2,C) TON 410 86.00$ 35,260.00$ 22 2502.541 4" PERF PE PIPE DRAIN LIN FT 300 15.00$ 4,500.00$ 23 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH 4 550.00$ 2,200.00$ 24 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 690 24.00$ 16,560.00$ 25 2531.504 6" CONCRETE MEDIAN S Y 84 60.00$ 5,040.00$ 26 2582.503 4" SOLID LINE PAINT L F 150 1.00$ 150.00$ 27 2582.518 PAVT MSSG PAINT S F 8 4.00$ 32.00$ CONSTRUCTION TOTAL 268,298.00$ CONTINGENCY TOTAL (10%) 26,829.80$ SUBTOTAL 295,127.80$ INDIRECT COST TOTAL (28%) 82,635.78$ TOTAL 378,000.00$ t, this is a place holder - NO WETLANDS WITHIN ROAD ROW (EXCEPT WITHIN TH 55 AREA)WETLAND MITIGATION COST 25,000.00$ 28 2106.601 POND CONSTRUCTION LS 1 38,000.00$ 38,000.00$ 29 2106.601 CHANEL REALIGNMENT LS 1 10,000.00$ 10,000.00$ 30 2503.502 36" FLARED END EACH 1 3,000.00$ 3,000.00$ 31 2503.503 36" RC PIPE CULVERT L F 160 100.00$ 16,000.00$ CONSTRUCTION TOTAL 67,000.00$ CONTINGENCY TOTAL (10%) 6,700.00$ SUBTOTAL 73,700.00$ INDIRECT COST TOTAL (28%) 20,636.00$ TOTAL 94,000.00$ OPINION OF PROBABLE COST A. Roadway Costs - Intersection TH 55/Tamarack B1. Roadway Costs - North TH 55/Tamarack Approach B2. Storm Sewer - Intersection TH 55/Tamarack North 32 2021.501 MOBILIZATION LS 1 18,100.00$ 18,100.00$ 33 2105.504 GEOTEXTILE FABRIC TYPE V S Y 5074 3.00$ 15,222.00$ 34 2106.507 EXCAVATION - COMMON C Y 1247 12.00$ 14,964.00$ 35 2106.507 EMBANKMENT - COMMON C Y 1247 12.00$ 14,964.00$ 36 2106.507 EXCAVATION - SUBGRADE C Y 2791 14.00$ 39,074.00$ 37 2106.507 EXCAVATION - MUCK C Y 931 16.00$ 14,896.00$ 38 2106.507 SELECT GRANULAR EMBANKMENT (CV) C Y 3045 24.00$ 73,080.00$ 39 2106.507 GRANULAR EMBANKMENT (CV) C Y 1015 20.00$ 20,300.00$ 40 2112.519 SUBGRADE PREPARATION RDST 3 300.00$ 900.00$ 41 2211.509 AGGREGATE BASE CLASS 5 C Y 1304 35.00$ 45,640.00$ 42 2231.603 BITUMINOUS RAMPING LF 600 1.25$ 750.00$ 43 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 254 5.00$ 1,270.00$ 44 2360.509 TYPE SP 12.5 WEARING COURSE MIX (2,C) TON 452 88.00$ 39,776.00$ 45 2360.509 TYPE SP 12.5 NON-WEAR COURSE MIX (2,C) TON 603 86.00$ 51,858.00$ 46 2502.541 4" PERF PE PIPE DRAIN LIN FT 300 15.00$ 4,500.00$ 47 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH 4 550.00$ 2,200.00$ 48 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 690 24.00$ 16,560.00$ 49 2531.504 6" CONCRETE MEDIAN S Y 84 60.00$ 5,040.00$ 50 2582.503 4" SOLID LINE PAINT L F 150 1.00$ 150.00$ 51 2582.518 PAVT MSSG PAINT S F 8 4.00$ 32.00$ CONSTRUCTION TOTAL 379,276.00$ CONTINGENCY TOTAL (10%) 37,927.60$ SUBTOTAL 417,203.60$ INDIRECT COST TOTAL (28%) 116,817.01$ TOTAL 534,000.00$ t, this is a place holder - NO WETLANDS WITHIN ROAD ROW (EXCEPT WITHIN TH 55 AREA)WETLAND MITIGATION COST 25,000.00$ 52 2106.601 CHANEL REALIGNMENT LS 1 10,000.00$ 10,000.00$ 53 2503.502 36" FLARED END EACH 1 3,000.00$ 3,000.00$ 54 2503.503 36" RC PIPE CULVERT L F 160 100.00$ 16,000.00$ CONSTRUCTION TOTAL 29,000.00$ CONTINGENCY TOTAL (10%) 2,900.00$ SUBTOTAL 31,900.00$ INDIRECT COST TOTAL (28%) 8,932.00$ TOTAL 41,000.00$ 55 2021.501 MOBILIZATION LS 1 31,200.00$ 31,200.00$ 56 2540.602 RAILROAD CROSSING PANELS LF 115 1,500.00$ 172,500.00$ 57 2565.601 GATE SYSTEM LS 1 450,000.00$ 450,000.00$ CONSTRUCTION TOTAL 653,700.00$ CONTINGENCY TOTAL (10%) 65,370.00$ SUBTOTAL 719,070.00$ INDORECT COST TOTAL (10%) 71,907.00$ TOTAL 791,000.00$ B2. Storm Sewer - Intersection TH 55/Tamarack North C3. Roadway Costs - Railroad Crossing C1. Roadway Costs - South TH 55/Tamarack Approach 58 2021.501 MOBILIZATION LS 1 39,300.00$ 39,300.00$ 59 2101.505 CLEARING ACRE 0.2 4,000.00$ 800.00$ 60 2101.505 GRUBBING ACRE 0.2 4,000.00$ 800.00$ 61 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 47.0 3.00$ 141.00$ 62 2105.504 GEOTEXTILE FABRIC TYPE V S Y 9490 3.00$ 28,470.00$ 63 2106.507 EXCAVATION - COMMON C Y 3866 12.00$ 46,392.00$ 64 2106.507 EMBANKMENT - COMMON C Y 2552 12.00$ 30,624.00$ 65 2106.507 EXCAVATION - SUBGRADE C Y 5220 16.00$ 83,520.00$ 66 2106.507 SELECT GRANULAR EMBANKMENT (CV) C Y 5694 24.00$ 136,656.00$ 67 2112.519 SUBGRADE PREPARATION RDST 10 300.00$ 3,000.00$ 68 2123.610 STREET SWEEPER WITH PICKUP BROOM HOUR 25 175.00$ 4,375.00$ 69 2211.509 AGGREGATE BASE CLASS 5 C Y 2438 35.00$ 85,330.00$ 70 2231.603 BITUMINOUS RAMPING LF 2600 1.25$ 3,250.00$ 71 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 475 5.00$ 2,375.00$ 72 2360.509 TYPE SP 12.5 WEARING COURSE MIX (2,C) TON 845 88.00$ 74,360.00$ 73 2360.509 TYPE SP 12.5 NON-WEAR COURSE MIX (2,C) TON 1126 86.00$ 96,836.00$ 74 2360.504 TYPE SP 9.5 WEAR COURSE MIX (2,C), 3.0" THICK S Y 709 50.00$ 35,450.00$ 75 2502.541 4" PERF PE PIPE DRAIN LIN FT 500 15.00$ 7,500.00$ 76 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH 5 550.00$ 2,750.00$ 77 2521.518 4" CONCRETE WALK S F 4801 10.00$ 48,010.00$ 78 2521.518 6" CONCRETE WALK S F 240 15.00$ 3,600.00$ 79 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 2860 16.00$ 45,760.00$ 80 2531.618 TRUNCATED DOMES S F 48 70.00$ 3,360.00$ 81 2563.601 TRAFFIC CONTROL L S 1 2,500.00$ 2,500.00$ 82 2564.502 INSTALL SIGN PANEL EACH 5 300.00$ 1,500.00$ 83 2564.518 SIGN PANELS TYPE C S F 45 60.00$ 2,700.00$ 84 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 1,000.00$ 1,000.00$ 85 2573.502 STORM DRAIN INLET PROTECTION EACH 5 250.00$ 1,250.00$ 86 2573.503 SILT FENCE, TYPE MS L F 1000 2.50$ 2,500.00$ 87 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 1000 2.50$ 2,500.00$ 88 2573.503 SEDIMENT CONTROL LOG TYPE ROCK L F 500 8.00$ 4,000.00$ 89 2574.507 BOULEVARD TOPSOIL BORROW C Y 191 30.00$ 5,730.00$ 90 2575.504 EROSION CONTROL BLANKETS CATEGORY 3 S Y 500 2.50$ 1,250.00$ 91 2575.504 RAPID STABILIZATION METHOD 4 S Y 1734 1.25$ 2,167.50$ 92 2575.508 SEED MIXTURE 25-141 LB 40 5.00$ 200.00$ 92 2575.604 SODDING S Y 1014 7.00$ 7,098.00$ 93 2575.605 SEEDING SPECIAL ACRE 1 4,000.00$ 4,000.00$ 94 2582.503 4" SOLID LINE PAINT L F 2600 1.00$ 2,600.00$ 95 2582.503 DOUBLE SOLID LINE PAINT L F 1300 1.00$ 1,300.00$ CONSTRUCTION TOTAL 824,954.50$ CONTINGENCY TOTAL (10%) 82,495.45$ SUBTOTAL 907,449.95$ INDIRECT COST TOTAL (28%) 254,085.99$ TOTAL 1,162,000.00$ 96 2503.502 24" FLARED END EACH 1 3,000.00$ 3,000.00$ 97 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 160 50.00$ 8,000.00$ 98 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 1300 60.00$ 78,000.00$ 99 2503.503 24" RC PIPE SEWER DES 3006 CL III L F 64 70.00$ 4,480.00$ 100 2506.502 CASTING ASSEMBLY (STORM) EACH 6 750.00$ 4,500.00$ 101 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 39 450.00$ 17,550.00$ 102 2506.503 CONST DRAINAGE STRUCTURE DES SPEC (OUTLET) EACH 1 5,000.00$ 5,000.00$ 103 2506.602 CONST DRAINATE STRUCTURE DESIGN SPEC (2'X3') EACH 12 2,500.00$ 30,000.00$ 104 2511.509 RANDOM RIPRAP CLASS III EACH 50 250.00$ 12,500.00$ CONSTRUCTION TOTAL 150,530.00$ CONTINGENCY TOTAL (10%) 15,053.00$ SUBTOTAL 165,583.00$ INDIRECT COST TOTAL (28%) 46,363.24$ TOTAL 212,000.00$ 105 2021.501 MOBILIZATION LS 1 9,500.00$ 9,500.00$ 106 2504.602 HYDRANT EACH 4 6,800.00$ 27,200.00$ 107 2503.602 8" GATE VALVE EACH 2 6,000.00$ 12,000.00$ 108 2503.602 16" GATE VALVE EACH 3 10,000.00$ 30,000.00$ 109 2503.603 6" DIP WATERMAIN L F 160 50.00$ 8,000.00$ 110 2503.603 8" DIP WATERMAIN L F 160 50.00$ 8,000.00$ 111 2503.603 16" DIP WATERMAIN L F 1300 130.00$ 169,000.00$ 112 2504.604 4" POLYSTYRENE INSULATION S Y 20 40.00$ 800.00$ 113 2504.608 DUCTILE IRON FITTINGS LB 2000 10.00$ 20,000.00$ CONSTRUCTION TOTAL 284,500.00$ CONTINGENCY TOTAL (10%) 28,450.00$ SUBTOTAL 312,950.00$ INDIRECT COST TOTAL (28%) 87,626.00$ TOTAL 401,000.00$ D. Roadway Costs - Tamarck North of TH 55 E. Storm Sewer - Tamarck North of TH 55 F. Watermain - Tamarck North of TH 55 114 2021.501 MOBILIZATION LS 1 28,000.00$ 28,000.00$ 115 2101.505 CLEARING ACRE 0.2 4,000.00$ 800.00$ 116 2101.505 GRUBBING ACRE 0.2 4,000.00$ 800.00$ 117 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 47.0 3.00$ 141.00$ 118 2105.504 GEOTEXTILE FABRIC TYPE V S Y 6732 3.00$ 20,196.00$ 119 2106.507 EXCAVATION - COMMON C Y 4642 12.00$ 55,704.00$ 120 2106.507 EMBANKMENT - COMMON C Y 1609 12.00$ 19,308.00$ 121 2106.507 EXCAVATION - SUBGRADE C Y 3703 16.00$ 59,248.00$ 122 2106.507 SELECT GRANULAR EMBANKMENT (CV) C Y 4039 24.00$ 96,936.00$ 123 2112.519 SUBGRADE PREPARATION RDST 17 300.00$ 5,100.00$ 124 2123.610 STREET SWEEPER WITH PICKUP BROOM HOUR 25 175.00$ 4,375.00$ 125 2211.509 AGGREGATE BASE CLASS 5 C Y 1729 35.00$ 60,515.00$ 126 2231.603 BITUMINOUS RAMPING LF 3320 1.25$ 4,150.00$ 127 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 337 5.00$ 1,685.00$ 128 2360.509 TYPE SP 12.5 WEARING COURSE MIX (2,C) TON 600 88.00$ 52,800.00$ 129 2360.509 TYPE SP 12.5 NON-WEAR COURSE MIX (2,C) TON 799 86.00$ 68,714.00$ 130 2502.541 4" PERF PE PIPE DRAIN LIN FT 500 15.00$ 7,500.00$ 131 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH 5 550.00$ 2,750.00$ 132 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 3652 16.00$ 58,432.00$ 133 2563.601 TRAFFIC CONTROL L S 1 2,500.00$ 2,500.00$ 134 2564.502 INSTALL SIGN PANEL EACH 5 300.00$ 1,500.00$ 135 2564.518 SIGN PANELS TYPE C S F 45 60.00$ 2,700.00$ 136 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 1,000.00$ 1,000.00$ 137 2573.502 STORM DRAIN INLET PROTECTION EACH 5 250.00$ 1,250.00$ 138 2573.503 SILT FENCE, TYPE MS L F 1000 2.50$ 2,500.00$ 139 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 1000 2.50$ 2,500.00$ 140 2573.503 SEDIMENT CONTROL LOG TYPE ROCK L F 500 8.00$ 4,000.00$ 141 2574.507 BOULEVARD TOPSOIL BORROW C Y 288 30.00$ 8,640.00$ 142 2575.504 EROSION CONTROL BLANKETS CATEGORY 3 S Y 500 2.50$ 1,250.00$ 143 2575.504 RAPID STABILIZATION METHOD 4 S Y 2614 1.25$ 3,267.50$ 144 2575.508 SEED MIXTURE 25-141 LB 60 5.00$ 300.00$ 145 2575.604 SEEDING SPECIAL ACRE 1 4,000.00$ 2,400.00$ 146 2582.503 4" SOLID LINE PAINT L F 3920 1.00$ 3,920.00$ 147 2582.503 DOUBLE SOLID LINE PAINT L F 1960 1.00$ 1,960.00$ CONSTRUCTION TOTAL 586,841.50$ CONTINGENCY TOTAL (10%) 58,684.15$ SUBTOTAL 645,525.65$ INDIRECT COST TOTAL (28%) 180,747.18$ TOTAL 826,000.00$ 148 2106.601 POND CONSTRUCTION LS 1 50,000.00$ 50,000.00$ 149 2503.502 24" FLARED END EACH 1 3,000.00$ 3,000.00$ 150 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 160 50.00$ 8,000.00$ 151 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 1950 60.00$ 117,000.00$ 152 2503.503 24" RC PIPE SEWER DES 3006 CL III L F 64 70.00$ 4,480.00$ 153 2506.502 CASTING ASSEMBLY (STORM) EACH 7 750.00$ 5,250.00$ 154 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 59 500.00$ 29,500.00$ 155 2506.503 CONST DRAINAGE STRUCTURE DES SPEC (OUTLET) EACH 1 5,000.00$ 5,000.00$ 156 2506.602 CONST DRAINATE STRUCTURE DESIGN SPEC (2'X3') EACH 14 2,500.00$ 35,000.00$ 157 2511.509 RANDOM RIPRAP CLASS III EACH 50 250.00$ 12,500.00$ CONSTRUCTION TOTAL 269,730.00$ CONTINGENCY TOTAL (10%) 26,973.00$ SUBTOTAL 296,703.00$ INDIRECT COST TOTAL (28%) 83,076.84$ TOTAL 380,000.00$ TOTAL CONSTRUCTION COSTS 3,952,066.00$ GRAND TOTAL COSTS 5,514,000.00$ H. Storm Sewer - Tamarck South of TH 55 G. Roadway Costs - Tamarck South of TH 55 WSB Project:Tamarack Drive Corridor Design By:LME Project Location:Medina, MN Checked By:JLS City Project No.: WSB Project No:015599-000 Date:6/26/2020 Item No. MnDOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost 1 2021.501 MOBILIZATION LS 1 20,900.00$ 20,900.00$ 2 2231.604 BITUMINOUS PATCHING S Y 245 200.00$ 49,000.00$ 3 2521.518 4" CONCRETE WALK S F 336 12.00$ 4,032.00$ 4 2521.518 6" CONCRETE WALK S F 256 18.00$ 4,608.00$ 5 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 264 24.00$ 6,336.00$ 6 2531.618 TRUNCATED DOMES S F 48 70.00$ 3,360.00$ 7 2565.601 SIGNAL SYSTEM LS 1 350,000.00$ 350,000.00$ CONSTRUCTION TOTAL 438,236.00$ CONTINGENCY TOTAL (15%) 65,735.40$ SUBTOTAL 503,971.40$ INDIRECT COST TOTAL (28%) 141,111.99$ TOTAL 645,000.00$ 8 2021.501 MOBILIZATION LS 1 12,800.00$ 12,800.00$ 9 2105.504 GEOTEXTILE FABRIC TYPE V S Y 3455 3.00$ 10,365.00$ 10 2106.507 EXCAVATION - COMMON C Y 849 12.00$ 10,188.00$ 11 2106.507 EMBANKMENT - COMMON C Y 849 12.00$ 10,188.00$ 12 2106.507 EXCAVATION - SUBGRADE C Y 1900 14.00$ 26,600.00$ 13 2106.507 EXCAVATION - MUCK C Y 634 16.00$ 10,144.00$ 14 2106.507 SELECT GRANULAR EMBANKMENT (CV) C Y 2073 24.00$ 49,752.00$ 15 2106.507 GRANULAR EMBANKMENT (CV) C Y 691 20.00$ 13,820.00$ 16 2112.519 SUBGRADE PREPARATION RDST 3 300.00$ 900.00$ 17 2211.509 AGGREGATE BASE CLASS 5 C Y 888 35.00$ 31,080.00$ 18 2231.603 BITUMINOUS RAMPING LF 600 1.25$ 750.00$ 19 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 173 5.00$ 865.00$ 20 2360.509 TYPE SP 12.5 WEARING COURSE MIX (2,C) TON 308 88.00$ 27,104.00$ 21 2360.509 TYPE SP 12.5 NON-WEAR COURSE MIX (2,C) TON 410 86.00$ 35,260.00$ 22 2502.541 4" PERF PE PIPE DRAIN LIN FT 300 15.00$ 4,500.00$ 23 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH 4 550.00$ 2,200.00$ 24 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 690 24.00$ 16,560.00$ 25 2531.504 6" CONCRETE MEDIAN S Y 84 60.00$ 5,040.00$ 26 2582.503 4" SOLID LINE PAINT L F 150 1.00$ 150.00$ 27 2582.518 PAVT MSSG PAINT S F 8 4.00$ 32.00$ CONSTRUCTION TOTAL 268,298.00$ CONTINGENCY TOTAL (10%) 26,829.80$ SUBTOTAL 295,127.80$ INDIRECT COST TOTAL (28%) 82,635.78$ TOTAL 378,000.00$ t, this is a place holder - NO WETLANDS WITHIN ROAD ROW (EXCEPT WITHIN TH 55 AREA)WETLAND MITIGATION COST 25,000.00$ 28 2106.601 POND CONSTRUCTION LS 1 38,000.00$ 38,000.00$ 29 2106.601 CHANEL REALIGNMENT LS 1 10,000.00$ 10,000.00$ 30 2503.502 36" FLARED END EACH 1 3,000.00$ 3,000.00$ 31 2503.503 36" RC PIPE CULVERT L F 160 100.00$ 16,000.00$ CONSTRUCTION TOTAL 67,000.00$ CONTINGENCY TOTAL (10%) 6,700.00$ SUBTOTAL 73,700.00$ INDIRECT COST TOTAL (28%) 20,636.00$ TOTAL 94,000.00$ OPINION OF PROBABLE COST A. Roadway Costs - Intersection TH 55/Tamarack B1. Roadway Costs - North TH 55/Tamarack Approach B2. Storm Sewer - Intersection TH 55/Tamarack North 32 2021.501 MOBILIZATION LS 1 14,800.00$ 14,800.00$ 33 2105.504 GEOTEXTILE FABRIC TYPE V S Y 4063 3.00$ 12,189.00$ 34 2106.507 EXCAVATION - COMMON C Y 999 12.00$ 11,988.00$ 35 2106.507 EMBANKMENT - COMMON C Y 999 12.00$ 11,988.00$ 36 2106.507 EXCAVATION - SUBGRADE C Y 2235 14.00$ 31,290.00$ 37 2106.507 EXCAVATION - MUCK C Y 745 16.00$ 11,920.00$ 38 2106.507 SELECT GRANULAR EMBANKMENT (CV) C Y 2438 24.00$ 58,512.00$ 39 2106.507 GRANULAR EMBANKMENT (CV) C Y 813 20.00$ 16,260.00$ 40 2112.519 SUBGRADE PREPARATION RDST 3 300.00$ 900.00$ 41 2211.509 AGGREGATE BASE CLASS 5 C Y 1044 35.00$ 36,540.00$ 42 2231.603 BITUMINOUS RAMPING LF 600 1.25$ 750.00$ 43 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 204 5.00$ 1,020.00$ 44 2360.509 TYPE SP 12.5 WEARING COURSE MIX (2,C) TON 362 88.00$ 31,856.00$ 45 2360.509 TYPE SP 12.5 NON-WEAR COURSE MIX (2,C) TON 483 86.00$ 41,538.00$ 46 2502.541 4" PERF PE PIPE DRAIN LIN FT 300 15.00$ 4,500.00$ 47 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH 4 550.00$ 2,200.00$ 48 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 690 24.00$ 16,560.00$ 49 2531.504 6" CONCRETE MEDIAN S Y 84 60.00$ 5,040.00$ 50 2582.503 4" SOLID LINE PAINT L F 150 1.00$ 150.00$ 51 2582.518 PAVT MSSG PAINT S F 8 4.00$ 32.00$ CONSTRUCTION TOTAL 310,033.00$ CONTINGENCY TOTAL (10%) 31,003.30$ SUBTOTAL 341,036.30$ INDIRECT COST TOTAL (28%) 95,490.16$ TOTAL 437,000.00$ t, this is a place holder - NO WETLANDS WITHIN ROAD ROW (EXCEPT WITHIN TH 55 AREA)WETLAND MITIGATION COST 25,000.00$ 52 2106.601 CHANEL REALIGNMENT LS 1 10,000.00$ 10,000.00$ 53 2503.502 36" FLARED END EACH 1 3,000.00$ 3,000.00$ 54 2503.503 36" RC PIPE CULVERT L F 160 100.00$ 16,000.00$ CONSTRUCTION TOTAL 29,000.00$ CONTINGENCY TOTAL (10%) 2,900.00$ SUBTOTAL 31,900.00$ INDIRECT COST TOTAL (28%) 8,932.00$ TOTAL 41,000.00$ 55 2021.501 MOBILIZATION LS 1 31,200.00$ 31,200.00$ 56 2540.602 RAILROAD CROSSING PANELS LF 115 1,500.00$ 172,500.00$ 57 2565.601 GATE SYSTEM LS 1 450,000.00$ 450,000.00$ CONSTRUCTION TOTAL 653,700.00$ CONTINGENCY TOTAL (10%) 65,370.00$ SUBTOTAL 719,070.00$ INDORECT COST TOTAL (10%) 71,907.00$ TOTAL 791,000.00$ B2. Storm Sewer - Intersection TH 55/Tamarack North C3. Roadway Costs - Railroad Crossing C1. Roadway Costs - South TH 55/Tamarack Approach 58 2021.501 MOBILIZATION LS 1 30,200.00$ 30,200.00$ 59 2101.505 CLEARING ACRE 0.2 4,000.00$ 800.00$ 60 2101.505 GRUBBING ACRE 0.2 4,000.00$ 800.00$ 61 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 47.0 3.00$ 141.00$ 62 2105.504 GEOTEXTILE FABRIC TYPE V S Y 6067 3.00$ 18,201.00$ 63 2106.507 EXCAVATION - COMMON C Y 3866 12.00$ 46,392.00$ 64 2106.507 EMBANKMENT - COMMON C Y 2552 12.00$ 30,624.00$ 65 2106.507 EXCAVATION - SUBGRADE C Y 3337 16.00$ 53,392.00$ 66 2106.507 SELECT GRANULAR EMBANKMENT (CV) C Y 3640 24.00$ 87,360.00$ 67 2112.519 SUBGRADE PREPARATION RDST 10 300.00$ 3,000.00$ 68 2123.610 STREET SWEEPER WITH PICKUP BROOM HOUR 25 175.00$ 4,375.00$ 69 2211.509 AGGREGATE BASE CLASS 5 C Y 1559 35.00$ 54,565.00$ 70 2231.603 BITUMINOUS RAMPING LF 2600 1.25$ 3,250.00$ 71 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 304 5.00$ 1,520.00$ 72 2360.509 TYPE SP 12.5 WEARING COURSE MIX (2,C) TON 540 88.00$ 47,520.00$ 73 2360.509 TYPE SP 12.5 NON-WEAR COURSE MIX (2,C) TON 720 86.00$ 61,920.00$ 74 2360.504 TYPE SP 9.5 WEAR COURSE MIX (2,C), 3.0" THICK S Y 709 50.00$ 35,450.00$ 75 2502.541 4" PERF PE PIPE DRAIN LIN FT 500 15.00$ 7,500.00$ 76 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH 5 550.00$ 2,750.00$ 77 2521.518 4" CONCRETE WALK S F 4801 10.00$ 48,010.00$ 78 2521.518 6" CONCRETE WALK S F 240 15.00$ 3,600.00$ 79 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 2860 16.00$ 45,760.00$ 80 2531.618 TRUNCATED DOMES S F 48 70.00$ 3,360.00$ 81 2563.601 TRAFFIC CONTROL L S 1 2,500.00$ 2,500.00$ 82 2564.502 INSTALL SIGN PANEL EACH 5 300.00$ 1,500.00$ 83 2564.518 SIGN PANELS TYPE C S F 45 60.00$ 2,700.00$ 84 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 1,000.00$ 1,000.00$ 85 2573.502 STORM DRAIN INLET PROTECTION EACH 5 250.00$ 1,250.00$ 86 2573.503 SILT FENCE, TYPE MS L F 1000 2.50$ 2,500.00$ 87 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 1000 2.50$ 2,500.00$ 88 2573.503 SEDIMENT CONTROL LOG TYPE ROCK L F 500 8.00$ 4,000.00$ 89 2574.507 BOULEVARD TOPSOIL BORROW C Y 191 30.00$ 5,730.00$ 90 2575.504 EROSION CONTROL BLANKETS CATEGORY 3 S Y 500 2.50$ 1,250.00$ 91 2575.504 RAPID STABILIZATION METHOD 4 S Y 1734 1.25$ 2,167.50$ 92 2575.508 SEED MIXTURE 25-141 LB 40 5.00$ 200.00$ 92 2575.604 SODDING S Y 1014 7.00$ 7,098.00$ 93 2575.605 SEEDING SPECIAL ACRE 1 4,000.00$ 4,000.00$ 94 2582.503 4" SOLID LINE PAINT L F 2600 1.00$ 2,600.00$ 95 2582.503 DOUBLE SOLID LINE PAINT L F 1300 1.00$ 1,300.00$ CONSTRUCTION TOTAL 632,785.50$ CONTINGENCY TOTAL (10%) 63,278.55$ SUBTOTAL 696,064.05$ INDIRECT COST TOTAL (28%) 194,897.93$ TOTAL 891,000.00$ 96 2503.502 24" FLARED END EACH 1 3,000.00$ 3,000.00$ 97 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 160 50.00$ 8,000.00$ 98 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 1300 60.00$ 78,000.00$ 99 2503.503 24" RC PIPE SEWER DES 3006 CL III L F 64 70.00$ 4,480.00$ 100 2506.502 CASTING ASSEMBLY (STORM) EACH 6 750.00$ 4,500.00$ 101 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 39 450.00$ 17,550.00$ 102 2506.503 CONST DRAINAGE STRUCTURE DES SPEC (OUTLET) EACH 1 5,000.00$ 5,000.00$ 103 2506.602 CONST DRAINATE STRUCTURE DESIGN SPEC (2'X3') EACH 12 2,500.00$ 30,000.00$ 104 2511.509 RANDOM RIPRAP CLASS III EACH 50 250.00$ 12,500.00$ CONSTRUCTION TOTAL 150,530.00$ CONTINGENCY TOTAL (10%) 15,053.00$ SUBTOTAL 165,583.00$ INDIRECT COST TOTAL (28%) 46,363.24$ TOTAL 212,000.00$ 105 2021.501 MOBILIZATION LS 1 9,500.00$ 9,500.00$ 106 2504.602 HYDRANT EACH 4 6,800.00$ 27,200.00$ 107 2503.602 8" GATE VALVE EACH 2 6,000.00$ 12,000.00$ 108 2503.602 16" GATE VALVE EACH 3 10,000.00$ 30,000.00$ 109 2503.603 6" DIP WATERMAIN L F 160 50.00$ 8,000.00$ 110 2503.603 8" DIP WATERMAIN L F 160 50.00$ 8,000.00$ 111 2503.603 16" DIP WATERMAIN L F 1300 130.00$ 169,000.00$ 112 2504.604 4" POLYSTYRENE INSULATION S Y 20 40.00$ 800.00$ 113 2504.608 DUCTILE IRON FITTINGS LB 2000 10.00$ 20,000.00$ CONSTRUCTION TOTAL 284,500.00$ CONTINGENCY TOTAL (10%) 28,450.00$ SUBTOTAL 312,950.00$ INDIRECT COST TOTAL (28%) 87,626.00$ TOTAL 401,000.00$ D. Roadway Costs - Tamarck North of TH 55 E. Storm Sewer - Tamarck North of TH 55 F. Watermain - Tamarck North of TH 55 114 2021.501 MOBILIZATION LS 1 28,000.00$ 28,000.00$ 115 2101.505 CLEARING ACRE 0.2 4,000.00$ 800.00$ 116 2101.505 GRUBBING ACRE 0.2 4,000.00$ 800.00$ 117 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 47.0 3.00$ 141.00$ 118 2105.504 GEOTEXTILE FABRIC TYPE V S Y 6732 3.00$ 20,196.00$ 119 2106.507 EXCAVATION - COMMON C Y 4642 12.00$ 55,704.00$ 120 2106.507 EMBANKMENT - COMMON C Y 1609 12.00$ 19,308.00$ 121 2106.507 EXCAVATION - SUBGRADE C Y 3703 16.00$ 59,248.00$ 122 2106.507 SELECT GRANULAR EMBANKMENT (CV) C Y 4039 24.00$ 96,936.00$ 123 2112.519 SUBGRADE PREPARATION RDST 17 300.00$ 5,100.00$ 124 2123.610 STREET SWEEPER WITH PICKUP BROOM HOUR 25 175.00$ 4,375.00$ 125 2211.509 AGGREGATE BASE CLASS 5 C Y 1729 35.00$ 60,515.00$ 126 2231.603 BITUMINOUS RAMPING LF 3320 1.25$ 4,150.00$ 127 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 337 5.00$ 1,685.00$ 128 2360.509 TYPE SP 12.5 WEARING COURSE MIX (2,C) TON 600 88.00$ 52,800.00$ 129 2360.509 TYPE SP 12.5 NON-WEAR COURSE MIX (2,C) TON 799 86.00$ 68,714.00$ 130 2502.541 4" PERF PE PIPE DRAIN LIN FT 500 15.00$ 7,500.00$ 131 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH 5 550.00$ 2,750.00$ 132 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 3652 16.00$ 58,432.00$ 133 2563.601 TRAFFIC CONTROL L S 1 2,500.00$ 2,500.00$ 134 2564.502 INSTALL SIGN PANEL EACH 5 300.00$ 1,500.00$ 135 2564.518 SIGN PANELS TYPE C S F 45 60.00$ 2,700.00$ 136 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 1,000.00$ 1,000.00$ 137 2573.502 STORM DRAIN INLET PROTECTION EACH 5 250.00$ 1,250.00$ 138 2573.503 SILT FENCE, TYPE MS L F 1000 2.50$ 2,500.00$ 139 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 1000 2.50$ 2,500.00$ 140 2573.503 SEDIMENT CONTROL LOG TYPE ROCK L F 500 8.00$ 4,000.00$ 141 2574.507 BOULEVARD TOPSOIL BORROW C Y 288 30.00$ 8,640.00$ 142 2575.504 EROSION CONTROL BLANKETS CATEGORY 3 S Y 500 2.50$ 1,250.00$ 143 2575.504 RAPID STABILIZATION METHOD 4 S Y 2614 1.25$ 3,267.50$ 144 2575.508 SEED MIXTURE 25-141 LB 60 5.00$ 300.00$ 145 2575.604 SEEDING SPECIAL ACRE 1 4,000.00$ 2,400.00$ 146 2582.503 4" SOLID LINE PAINT L F 3920 1.00$ 3,920.00$ 147 2582.503 DOUBLE SOLID LINE PAINT L F 1960 1.00$ 1,960.00$ CONSTRUCTION TOTAL 586,841.50$ CONTINGENCY TOTAL (10%) 58,684.15$ SUBTOTAL 645,525.65$ INDIRECT COST TOTAL (28%) 180,747.18$ TOTAL 826,000.00$ 148 2106.601 POND CONSTRUCTION LS 1 50,000.00$ 50,000.00$ 149 2503.502 24" FLARED END EACH 1 3,000.00$ 3,000.00$ 150 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 160 50.00$ 8,000.00$ 151 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 1950 60.00$ 117,000.00$ 152 2503.503 24" RC PIPE SEWER DES 3006 CL III L F 64 70.00$ 4,480.00$ 153 2506.502 CASTING ASSEMBLY (STORM) EACH 7 750.00$ 5,250.00$ 154 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 59 500.00$ 29,500.00$ 155 2506.503 CONST DRAINAGE STRUCTURE DES SPEC (OUTLET) EACH 1 5,000.00$ 5,000.00$ 156 2506.602 CONST DRAINATE STRUCTURE DESIGN SPEC (2'X3') EACH 14 2,500.00$ 35,000.00$ 157 2511.509 RANDOM RIPRAP CLASS III EACH 50 250.00$ 12,500.00$ CONSTRUCTION TOTAL 269,730.00$ CONTINGENCY TOTAL (10%) 26,973.00$ SUBTOTAL 296,703.00$ INDIRECT COST TOTAL (28%) 83,076.84$ TOTAL 380,000.00$ TOTAL CONSTRUCTION COSTS 3,690,654.00$ GRAND TOTAL COSTS 5,146,000.00$ G. Roadway Costs - Tamarck South of TH 55 H. Storm Sewer - Tamarck South of TH 55 Appendix D Social Pinpoint Survey Social Pinpoint Mapping Responses 1 Tamarack Drive Corridor Visioning Study: Social Pinpoint Activity Results Survey (22 responses as of 04/21/20) Section 1: Example Roadways Ranking 1 = most preferred choice, 6 = least preferred choice Summary Votes for Each Rank by Example Rank Example 1 Example 2 Example 3 Example 4 Example 5 Example 6 1 6 0 12 1 1 2 2 2 3 5 0 9 2 3 4 3 1 5 3 4 4 0 5 3 5 4 3 5 3 4 0 7 3 2 6 5 5 0 2 0 7 6 0 12 1 1 22 3 5 0 9 2 4 3 1 5 3 4 0 5 3 5 4 33 4 0 7 3 2 5 5 0 2 0 7 0 2 4 6 8 10 12 14 Example 1 Example 2 Example 3 Example 4 Example 5 Example 6 Ranking Distribution Overview 1 2 3 4 5 6 2 Example 1 6 2 4 0 3 5 0 1 2 3 4 5 6 7 1 2 3 4 5 6 Example 1 Ranking Distribution 3 Example 2 0 3 3 5 4 5 0 1 2 3 4 5 6 1 2 3 4 5 6 Example 2 Ranking Distribution 4 Example 3 12 5 1 3 0 0 0 2 4 6 8 10 12 14 1 2 3 4 5 6 Example 3 Ranking Distribution 5 Example 4 1 0 5 5 7 2 0 1 2 3 4 5 6 7 8 1 2 3 4 5 6 Example 4 Ranking Distribution 6 Example 5 1 9 3 4 3 0 0 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 Example 5 Ranking Distribution 7 Example 6 2 2 4 3 2 7 0 1 2 3 4 5 6 7 8 1 2 3 4 5 6 Example 6 Ranking Distribution 8 Section 2: Roadway Features Summary Yes Votes by Feature Feature Yes Votes Percent Trees/Vegetation 18 82% Sidewalks and/or Trails 18 82% Grass or Landscaped Median 14 64% Decorative Lighting 13 59% Roundabout 5 23% Bump-Out (Curb Extension) 2 9% Concrete Median 2 9% Sidewalks and/or Trails Yes, this feature fits my vision for Tamarack Drive: 18/22 (82%) Comments: · Trails will be nice. Combination of this with natural landscaped median. · Trails are a good idea. · It would be nice to extend the trails in the area along both sides of Tamarack Drive. · Trail/sidewalk is great for families and kids to be able to walk and bike the area · Making the neighborhoods connected with bike trails wold be ideal. · Walking, jogging and biking trail · Trails or wide sidewalks are a must. Lots of pedestrians in high residential areas and for commercial business. · Adding trails is always positive in my opinion. 2 2 5 13 14 18 18 0 5 10 15 20 Concrete Median Bump-Out (Curb Extension) Roundabout Decorative Lighting Grass or Landscaped Median Sidewalks and/or Trails Trees/Vegetation Number of Yes Votes 9 Trees/Vegetation Yes, this feature fits my vision for Tamarack Drive: 18/22 (82%) Comments: · This would be an ideal scenario. · I prefer trees and vegetation. · The more trees/vegetation the better as far as I'm concerned. · We need WAY MORE TREES in Medina so that along with other vegetation, that gets manicured and taken care of would be great to see. · Mature trees and beautiful flowers like hanging baskets... · Whether trees/bushes are located on street sides or the median, they fit that location of Medina well and make it a greener more luxurious look than just roadway. Grass or Landscaped Median Yes, this feature fits my vision for Tamarack Drive: 14/22 (64%) Comments: · Aesthetically pleasing. · Landscaped is nice. Grass, if not maintained, will be aesthetically unappealing. · I like the look of landscaped medians. · Would prefer this over concrete median, but a median is needed. · Landscaping will be key to make this look upscale and nice. Decorative Lighting Yes, this feature fits my vision for Tamarack Drive: 13/22 (59%) Comments: · Optional - but not necessary. · I would prefer to not have any additional lights/streetlights added. · I like the idea of decorative lighting as long as it doesn't increase the overall light pollution near residences. Would be nice along trails for safety in the evening, but it does have a more commercial/retail feel to me. · We don't have enough lighting in general in our current neighborhood in the Fields of Medina on Jubert Trail. Also on Meander there is hardly any lighting. For community safety I would like to see more lighting in general. · Well lit roads to take safe evening walks. · I'm not in favor of adding light pollution to our neighborhood. Roundabout Yes, this feature fits my vision for Tamarack Drive: 5/22 (23%) Comments: · Just doesn't feel right for the area. · No roundabout, too much road, not necessary for this plan and future road. 10 Concrete Median Yes, this feature fits my vision for Tamarack Drive: 2/22 (9%) Comments: · Maintenance issues with this. Not ideal or sustainable long term. · I don't like concrete. · I prefer landscaped medians to concrete. · concrete is so ugly and does not provide an upscale look · One of the reasons I love living in Medina is because of the wildlife and natural beauty. I don't believe that a concrete median would be consistent with the current landscape. Bump-out (Curb Extension) Yes, this feature fits my vision for Tamarack Drive: 2/22 (9%) Comments: · I would not want to encourage parking along Tamarack Drive. I think there should be other, dedicated parking areas. · I think that will slow traffic which will be great. Traffic on Meander drives WAY too fast. Other Features (What other features would you like to see that were not included in the examples above?) Comments: · I think that the combination of the trails with natural landscaping is an ideal scenario. · A stop light at 55/Tamarak is critical to manage egress and release pressure on the meander/116/arrowhead egress that will come from future development · Please ensure Tamarack and ideally, Arrowhead becomes whistle free crossings for train track parallel to 55. Thank you! The whistle free crossings create a better environment for families to enjoy the growing neighborhoods, the ability to play outside without interruption and sleep with windows open. · Would like to see Many Tall evergreens planted on the North side of Meander to separate the Fields of Medina Neighborhood to what will be the newly developed space. · benches, small grass areas for walking, sitting. · I live in the Fields of Medina - West neighborhood, and my biggest concern is the volume and speed of cars on Meander road. Because of how the road straightens out, cars often exceed the 40 mph speed limit, which makes me nervous to have my children playing in the back yard. Thank you for consulting the community for this project! 11 Ideas Wall (14 comments as of 04/21/20) Within each comment type, responses are sorted from most likes to least. Things I would like to see (7 comments) 1. If townhomes are built the city should leverage Meander Rd for an outlet to both 116 and Arrowhead. Meander can be expanded with a median to 4 lanes. No railroad crossing req. There will be minimal traffic northbound to Hamel Rd. We’ve been told by Medina city officials numerous times that the county will not allow an intersection with a light at Mohawk and now somehow it is appropriate to add another intersection and a light on hwy 55. I can’t see any logic or rationale with this decision. [5 Likes, 3 Dislikes] 2. We need to very mindful of walkable areas from Meander onto 116. This walkway does not go through and is very dangerous - especially for those turning right from the southbound lane. We need to be able to mitigate future issues that limit sight lines for those that walk this route. From my standpoint, we cannot move forward with this project until we address the potential density issues that will impact this area. [3 Likes, 0 Dislikes] 3. Need to have a traffic light at 116/meander and/or tamarack/55. Currently it's very dangerous making a left or right turn off of meander to 116. Meander can't support additional traffic from this new development at this intersection without a light. [3 Likes, 0 Dislikes] 4. Please consider traffic and safety along all of Meander Road with the addition of this proposed neighborhood and new road. There is significant pedestrian traffic from the current residential areas along Meander and traffic controls such as roundabouts at the existing roads of Jubert Dr and Cavanaugh Dr as well as the proposed intersection of Tamarak could assist with slowing traffic and keeping families safe [2 Likes, 0 Dislikes] 5. If we do need to better link parts of Medina north and south of Hwy 55, could we add a bike and pedestrian tunnel or tasteful access bridge? Always concerning seeing people try to cross the Hwy & hoping drivers follow the traffic lights. Would be nice for the retail and restaurant space to have a very walkable almost park like feel with benches, landscape, fountains, etc. that encourage community vs. a typical strip mall. Adding the biking & pedestrian access could help encourage that vibe. [1 Likes, 0 Dislikes] 6. *If increasing residential density, will need a plan to mitigate light pollution. *A nice to have for the residents in the area would be an off leash dog park. *Meander Road will need to be expanded into a total of 4 lanes (2 lanes in each direction) to accommodate traffic, with a median in between. *And please refrain from using any roundabouts! *When evaluating restaurant ideas, prioritize local eateries/breweries and fast casual (like Chipotle and Punch Pizza). [1 Likes, 0 Dislikes] 7. first choice would be to see an upscale retail / restaurant development use the entire space to compliment an upscale community like Medina. Using the entire space would allow ample room to keep a country like feeling and draw people from neighboring cities. 12 Second choice would be to move the proposed neighborhood to Meander and Arrowhead where they would already have access to 2 exits eliminating the additional traffic on Meander. [0 Likes, 0 Dislikes] Things I would not like to see (4 comments) 1. I fail to see how 138 new townhomes, an additional traffic restricting light on hwy 55 and a new railroad crossing aligns with the council’s stated mission statement; “Keep Medina Rural”. Perhaps a business park with small retail shops, restaurants and coffee shops, and maybe a soccer pitch accessible via Meander Rd to 116 and Arrowhead would be less invasive and serve the neighborhoods in the area better without further restricting traffic on hwy 55. [9 Likes, 2 Dislikes] 2. Agree with all other comments. This proposed neighborhood and new road do not make sense in this location. This does not fall in line at all with the vision of Medina and why residents move here. If you need to bring down the average home price in Medina, please don't do it at the expense of other residents. There is PLENTY of space in Medina to add a massive townhouse development that would not be adjacent to an another established neighborhood. Put this development on the other side of 55 [2 Likes, 0 Dislikes] 3. I have concerns that the existing park that already accommodates, both East and West Fields of Medina, Bridgewater and the Foxberry neighborhoods would not be large enough to accommodate another 100+ homes. [0 Likes, 0 Dislikes] 4. For safety reason's I would not want a hotel overlooking the park. [0 Likes, 0 Dislikes] Other comments (3 comments) 1. It would be nice to get public comments on if adding another through road across 55 is the correct design plan vs. just the aesthetics; which I imagine to be ignored regardless. I totally understand new access points to the proposed development area will need to be created off of 55, but I don’t understand why it’s seen as necessary for it to go all the way through to Meander or across the highway to connect to Hamel road. Agreed with another poster that a light at Meander/116 would be better. [6 Likes, 0 Dislikes] 2. If Medina is committed to keeping a rural feeling, they should take a hard look at allowing 130 plus town homes and determine if that really fits the vision of Medina. One of the most attractive qualities of this area is Wayzata schools without the congesting and constant building like Plymouth. What does this mean for our schools that are already filled to the max? Will this result in redistricting yet again? I think this is a slippery slope. [5 Likes, 0 Dislikes] 3. As Medina expands the neighborhoods near Pinto and Arrowhead, it would be ideal to ensure Tamarack and Arrowhead become whistle free train intersections. To enjoy the peace of the countryside and allow residents to sleep with windows open - whistle free train intersections are a must as Medina expands developments. [3 Likes, 0 Dislikes] 1 Tamarack Drive Corridor Visioning Study: Concepts A & B Comments A total of 20 comments were received as of 05/18/20. The three types of comments are outlined below along with map showing the location of the comment: • Something I Like • Something I Don’t Like • Make a Comment Something I Like Marker Comment Likes Dislikes 1 I like landscape screening - important for keeping kids out of the commercial area and keep "Medina" feel of rural view for Fields of Medina homes. Please ensure retail buildings are tasteful on all sides not just front face. 5 0 2 Love that paved trail crosses 55. I hope it continues south to Hamel road providing residents access beyond immediate trails for biking. I'm also a fan of the median as it creates a greener area for residents and commercial alike. 0 0 3 Much more aesthetically appealing. Trees and median needs to be maintained. 3 0 4 I like Concept A better than Concept B. Tamarack Drive is only going to be about .5 miles long--I don't think it needs a median with trees. 0 2 5 I like the roundabout concept as well as the parkway, which for a such a short segment wouldn't have really high maintenance costs. 0 0 6 A staggered entrance between the commercial area and neighborhood would allow for traffic coming from west to enter the commercial area before getting to the neighborhood and potentially cut down on some traffic where there high pedestrian traffic 2 0 7 Parkway is more aesthetically pleasing and allows for more landscaping options, though it must be maintained 0 0 8 Prefer the roundabout over the alternate intersection option for the commercial entrance 1 0 9 I prefer less retail/commercial. 0 0 10 Prefer having the pond closer to Meander instead of Highway 55 - however, not at the extent of having an intersection here. Remove the intersection and keep the pond. 0 0 2 “Something I Like” Comment Locations 3 Something I Don’t Like Marker Comment Likes Dislikes 1 Would prefer not to have a four way intersection at the neighborhood entrance and commercial area entrance. If a 4 way intersection is added here it need needs to be controlled, preferably by a roundabout 1 0 2 A four-way stop here would significantly negatively impact the neighborhood. 2 0 3 Less traffic into our neighborhood - Fields of Medina. 2 0 4 Having commercial traffic sharing an intersection with the neighborhood is highly undesirable, and adds risk to the many children in this development. 0 0 5 Why is there a need to extend Tamarack drive to Hamel Road? There is not enough traffic to warrant that. Let's keep Medina rural and not an extension of the overdeveloped Plymouth. 0 0 6 We don't need to develop so much in Medina. There are traffic issues on 116 and that intersection is too busy. Let's keep Medina rural. 0 0 4 “Something I Don’t Like” Comment Locations 5 Make a Comment Marker Comment Likes Dislikes 1 Need more traffic control along Meander as Tamarack Drive and the future commercial and medium density residential building will create more traffic - this is a residential area with a lot of pedestrian activity and the safety and comfort of the families in the area needs to be considered 1 0 2 Please consider the safety of crossing Meander Road to the park by adding cross walks to the intersection 0 0 3 Something for the city to consider is that the railroad crossing at Arrowhead and 55 is still an extremely loud horn and signal crossing. If the city is putting in 100-plus townhomes and increasing the tax revenue so significantly, it makes sense to address this railroad crossing, as almost every single resident in Fields of Medina is frustrated with that issue. 1 0 4 In addition to landscape screening on the south side of Meander - a white vinyl privacy fence like that seen on the Charles Cudd development on Meander/116 would add privacy to the homes backing up to Meander. 1 0 6 “Make a Comment” Comment Locations Appendix E Meeting Minutes with MnDOT Meeting Minutes with CP Railroad & MnDOT Rail Safety Meeting Minutes with Hennepin County Appendix F Figure 3 – Approximate Buildable Areas Map Figure 4 – Potential Benefitting Properties Map Figure 5 – Potential Benefitting Parcels – Signal System Figure 6 – Potential Benefitting Parcels – North Approach Figure 7 – Potential Benefitting Parcels – South Approach Figure 8 – Potential Benefitting Parcels – Grand Total ?ØA@ Prairie View Trl Tamarack Dr J u b e r t D r Cavanaugh Dr Fescue Dr Hamel Rd Hickory Dr CP Railroad Highway 55 Jubert Trl Meander Rd 3 12 2B 13 78 6 9 10 5 2A 4 1 11 Proje ct L ocation Buildable Areas Wetlands 100 Ye ar Floodplain 500 Ye ar Floodplain 0 550Feet¯Buildable Area MapTamarack Drive Project - TH 55Signal & Approach ImprovementsMedina, MN Document Path: K:\015599-000\GIS\Maps\BuildableArea.mxd Date Saved: 6/24/2020 10:32:52 AM 1 inch = 550 f eet ?ØA@ Tamarack Dr J u b e r t D r Prairie View TrlCavanaugh Dr Fescue Dr Hamel Rd Hickory Dr CP Railroad Highway 55 Jubert Trl Meander Rd 3 12 2B 13 78 6 9 10 5 2A 4 1 11 Approximate Project Location Bene fitting Parcels 0 550Feet¯Potential Benefitting Parcel MapTamarack Drive Project - TH 55Signal & Approach ImprovementsMedina, MN Document Path: K:\015599-000\GIS\Maps\AssessmentMap.mxd Date Saved: 6/24/2020 2:24:34 PM 1 inch = 550 f eet City Project TAMARACK DRIVE PROJECT - TH 55 SIGNAL & APPROACH IMPROVEMENTS - SIGNAL IMPROVEMENTS Project No.015599-000 Date:6/26/2020 MAP ID PARCEL ID PROPERTY ADDRESS OWNER NAME OWNER ADDRESS BUILDABLE AREA (AC)ZONING TRAFFIC GENERATION RATE / ACRE TRAFFIC VOLUME PERCENT OF TOTAL TRAFFIC GENERATED 1 211823440052 ADDRESS UNASSIGNED ROLLING GRN BUSINESS PK LLC 600 HWY 169 S #1660, MINNEAPOLIS MN 55426 1.01 MED DEN RES 64.85 66 0.5% 2A 1111823120004 1182 STATE HWY NO 55 EMIL J JUBERT ET AL TRUSTEES 15701 LA BONA TER, MINNETONA MN 55345 15.52 MED DEN RES 64.85 1,006 7.4% 2B 1111823120004 1182 STATE HWY NO 55 EMIL J JUBERT ET AL TRUSTEES 15701 LA BONA TER, MINNETONA MN 55345 17.07 COMM 163.35 2,789 20.5% 3 211823340003 ADDRESS UNASSIGNED SHAMROCK HOLDING LLC 3650 YUMA LN N, PLYMOUTH MN 55446 15.06 COMM 163.35 2,460 18.1% 4 211823310005 1248 STATE HWY NO 55 PAUL E HERRMANN 1248 STATE HWY NO 55, HAMEL MN 55340 0.93 COMM 163.35 152 1.1% 5 211823330003 1472 STATE HWY NO 55 R & J PARTNERSHIP OF MEDINA 225 STATE HWY 55, HAMEL MN 55340 4.67 COMM 163.35 762 5.6% 6 1111823210004 ADDRESS UNASSIGNED J J & B A CAVANAUGH ET AL 3650 YUMA LANE N, PLYMOUTH MN 55446 11.71 COMM 163.35 1,913 14.0% 7 1111823210002 1212 STATE HWY NO 55 ROBERT M MEALMAN ETAL 1212 HWY 55, HAMEL MN 55340 0.35 COMM 163.35 58 0.4% 8 1111823210003 ADDRESS UNASSIGNED JOSEPH J CAVANAUGH 3650 YUMA LANE N, PLYYMOUTH MN 55446 0.25 COMM 163.35 41 0.3% 9 1111823210005 ADDRESS UNASSIGNED LORAM MAINTENANCE OF WAY INC P O BOX 188, HAMEL MN 55340 5.08 COMM 163.35 830 6.1% 10 1111823240001 ADDRESS UNASSIGNED INDEPENDENT SCHL DIST 284 210 COUNTY RD 101 N, WAYZATA MN 55391 18.04 MIXED RES 55.34 998 7.3% 11 1111823310001 1222 HAMEL RD LYLE VOGELER 1222 HAMEL ROAD, HAMEL MN 55340 0.60 MIXED RES 55.34 33 0.2% 12 1111823120003 ADDRESS UNASSIGNED CITY OF MEDINA 2052 CO RD NO 24, HAMEL RD 55340 2.66 COMM 163.35 435 3.2% 13 1111823130002 1152 HAMEL RD INDEPENDENT SCHL DIST 284 210 COUNTY RD 101 N, WAYZATA MN 55391 37.61 MIXED RES 55.34 2,081 15.3% Figure 5 - Potential Benefitting Parcels - Traffic Generation Basis - Traffic Signal/Intersection TH 55 TRAFFIC SIGNAL - SCHEDULE A City Project TAMARACK DRIVE PROJECT - TH 55 SIGNAL & APPROACH IMPROVEMENTS - NORTH SIDE TH 55 Project No.015599-000 Date:6/26/2020 MAP ID PARCEL ID PROPERTY ADDRESS OWNER NAME OWNER ADDRESS BUILDABLE AREA (AC)ZONING TRAFFIC GENERATION RATE / ACRE TRAFFIC VOLUME PERCENT OF TOTAL TRAFFIC GENERATED 1 211823440052 ADDRESS UNASSIGNED ROLLING GRN BUSINESS PK LLC 600 HWY 169 S #1660, MINNEAPOLIS MN 55426 1.01 MED DEN RES 64.85 66 0.7% 2A 1111823120004 1182 STATE HWY NO 55 EMIL J JUBERT ET AL TRUSTEES 15701 LA BONA TER, MINNETONA MN 55345 15.52 MED DEN RES 64.85 1,006 10.9% 2B 1111823120004 1182 STATE HWY NO 55 EMIL J JUBERT ET AL TRUSTEES 15701 LA BONA TER, MINNETONA MN 55345 17.07 COMM 163.35 2,789 30.2% 3 211823340003 ADDRESS UNASSIGNED SHAMROCK HOLDING LLC 3650 YUMA LN N, PLYMOUTH MN 55446 15.06 COMM 163.35 2,460 26.6% 4 211823310005 1248 STATE HWY NO 55 PAUL E HERRMANN 1248 STATE HWY NO 55, HAMEL MN 55340 0.93 COMM 163.35 152 1.6% 5 211823330003 1472 STATE HWY NO 55 R & J PARTNERSHIP OF MEDINA 225 STATE HWY 55, HAMEL MN 55340 4.67 COMM 163.35 762 8.2% 6 1111823210004 ADDRESS UNASSIGNED J J & B A CAVANAUGH ET AL 3650 YUMA LANE N, PLYMOUTH MN 55446 11.71 COMM 163.35 1,913 20.7% 7 1111823210002 1212 STATE HWY NO 55 ROBERT M MEALMAN ETAL 1212 HWY 55, HAMEL MN 55340 0.35 COMM 163.35 58 0.6% 8 1111823210003 ADDRESS UNASSIGNED JOSEPH J CAVANAUGH 3650 YUMA LANE N, PLYYMOUTH MN 55446 0.25 COMM 163.35 41 0.4% 9 1111823210005 ADDRESS UNASSIGNED LORAM MAINTENANCE OF WAY INC P O BOX 188, HAMEL MN 55340 5.08 COMM 163.35 0 0.0% 10 1111823240001 ADDRESS UNASSIGNED INDEPENDENT SCHL DIST 284 210 COUNTY RD 101 N, WAYZATA MN 55391 18.04 MIXED RES 55.34 0 0.0% 11 1111823310001 1222 HAMEL RD LYLE VOGELER 1222 HAMEL ROAD, HAMEL MN 55340 0.60 MIXED RES 55.34 0 0.0% 12 1111823120003 ADDRESS UNASSIGNED CITY OF MEDINA 2052 CO RD NO 24, HAMEL RD 55340 2.66 COMM 163.35 0 0.0% 13 1111823130002 1152 HAMEL RD INDEPENDENT SCHL DIST 284 210 COUNTY RD 101 N, WAYZATA MN 55391 37.61 MIXED RES 55.34 0 0.0% Figure 6 - Potential Benefitting Parcels - Traffic Generation Basis - North Approach TAMARACK DRIVE NORTH OF TH 55 - SCHEDULE B City Project TAMARACK DRIVE PROJECT - TH 55 SIGNAL & APPROACH IMPROVEMENTS - SOUTH SIDE TH 55 Project No.015599-000 Date:6/26/2020 MAP ID PARCEL ID PROPERTY ADDRESS OWNER NAME OWNER ADDRESS BUILDABLE AREA (AC)ZONING TRAFFIC GENERATION RATE / ACRE TRAFFIC VOLUME PERCENT OF TOTAL TRAFFIC GENERATED 1 211823440052 ADDRESS UNASSIGNED ROLLING GRN BUSINESS PK LLC 600 HWY 169 S #1660, MINNEAPOLIS MN 55426 1.01 MED DEN RES 64.85 0 0.0% 2A 1111823120004 1182 STATE HWY NO 55 EMIL J JUBERT ET AL TRUSTEES 15701 LA BONA TER, MINNETONA MN 55345 15.52 MED DEN RES 64.85 0 0.0% 2B 1111823120004 1182 STATE HWY NO 55 EMIL J JUBERT ET AL TRUSTEES 15701 LA BONA TER, MINNETONA MN 55345 17.07 COMM 163.35 0 0.0% 3 211823340003 ADDRESS UNASSIGNED SHAMROCK HOLDING LLC 3650 YUMA LN N, PLYMOUTH MN 55446 15.06 COMM 163.35 0 0.0% 4 211823310005 1248 STATE HWY NO 55 PAUL E HERRMANN 1248 STATE HWY NO 55, HAMEL MN 55340 0.93 COMM 163.35 0 0.0% 5 211823330003 1472 STATE HWY NO 55 R & J PARTNERSHIP OF MEDINA 225 STATE HWY 55, HAMEL MN 55340 4.67 COMM 163.35 0 0.0% 6 1111823210004 ADDRESS UNASSIGNED J J & B A CAVANAUGH ET AL 3650 YUMA LANE N, PLYMOUTH MN 55446 11.71 COMM 163.35 0 0.0% 7 1111823210002 1212 STATE HWY NO 55 ROBERT M MEALMAN ETAL 1212 HWY 55, HAMEL MN 55340 0.35 COMM 163.35 0 0.0% 8 1111823210003 ADDRESS UNASSIGNED JOSEPH J CAVANAUGH 3650 YUMA LANE N, PLYYMOUTH MN 55446 0.25 COMM 163.35 0 0.0% 9 1111823210005 ADDRESS UNASSIGNED LORAM MAINTENANCE OF WAY INC P O BOX 188, HAMEL MN 55340 5.08 COMM 163.35 830 19.0% 10 1111823240001 ADDRESS UNASSIGNED INDEPENDENT SCHL DIST 284 210 COUNTY RD 101 N, WAYZATA MN 55391 18.04 MIXED RES 55.34 998 22.8% 11 1111823310001 1222 HAMEL RD LYLE VOGELER 1222 HAMEL ROAD, HAMEL MN 55340 0.60 MIXED RES 55.34 33 0.8% 12 1111823120003 ADDRESS UNASSIGNED CITY OF MEDINA 2052 CO RD NO 24, HAMEL RD 55340 2.66 COMM 163.35 435 9.9% 13 1111823130002 1152 HAMEL RD INDEPENDENT SCHL DIST 284 210 COUNTY RD 101 N, WAYZATA MN 55391 37.61 MIXED RES 55.34 2,081 47.5% TAMARACK DRIVE SOUTH OF TH 55 - SCHEDULE C Figure 7 - Potential Benefitting Parcels - Traffic Generation Basis - South Approach City Project TAMARACK DRIVE PROJECT - TH 55 SIGNAL & APPROACH IMPROVEMENTS Project No.015599-000 Date:6/26/2020 MAP ID PARCEL ID PROPERTY ADDRESS OWNER NAME OWNER ADDRESS BUILDABLE AREA (AC)ZONING TRAFFIC GENERATION RATE / ACRE TRAFFIC VOLUME PERCENT OF TOTAL TRAFFIC GENERATED 1 211823440052 ADDRESS UNASSIGNED ROLLING GRN BUSINESS PK LLC 600 HWY 169 S #1660, MINNEAPOLIS MN 55426 1.01 MED DEN RES 64.85 66 0.5% 2A 1111823120004 1182 STATE HWY NO 55 EMIL J JUBERT ET AL TRUSTEES 15701 LA BONA TER, MINNETONA MN 55345 15.52 MED DEN RES 64.85 1,006 7.4% 2B 1111823120004 1182 STATE HWY NO 55 EMIL J JUBERT ET AL TRUSTEES 15701 LA BONA TER, MINNETONA MN 55345 17.07 COMM 163.35 2,789 20.5% 3 211823340003 ADDRESS UNASSIGNED SHAMROCK HOLDING LLC 3650 YUMA LN N, PLYMOUTH MN 55446 15.06 COMM 163.35 2,460 18.1% 4 211823310005 1248 STATE HWY NO 55 PAUL E HERRMANN 1248 STATE HWY NO 55, HAMEL MN 55340 0.93 COMM 163.35 152 1.1% 5 211823330003 1472 STATE HWY NO 55 R & J PARTNERSHIP OF MEDINA 225 STATE HWY 55, HAMEL MN 55340 4.67 COMM 163.35 762 5.6% 6 1111823210004 ADDRESS UNASSIGNED J J & B A CAVANAUGH ET AL 3650 YUMA LANE N, PLYMOUTH MN 55446 11.71 COMM 163.35 1,913 14.0% 7 1111823210002 1212 STATE HWY NO 55 ROBERT M MEALMAN ETAL 1212 HWY 55, HAMEL MN 55340 0.35 COMM 163.35 58 0.4% 8 1111823210003 ADDRESS UNASSIGNED JOSEPH J CAVANAUGH 3650 YUMA LANE N, PLYYMOUTH MN 55446 0.25 COMM 163.35 41 0.3% 9 1111823210005 ADDRESS UNASSIGNED LORAM MAINTENANCE OF WAY INC P O BOX 188, HAMEL MN 55340 5.08 COMM 163.35 830 6.1% 10 1111823240001 ADDRESS UNASSIGNED INDEPENDENT SCHL DIST 284 210 COUNTY RD 101 N, WAYZATA MN 55391 18.04 MIXED RES 55.34 998 7.3% 11 1111823310001 1222 HAMEL RD LYLE VOGELER 1222 HAMEL ROAD, HAMEL MN 55340 0.60 MIXED RES 55.34 33 0.2% 12 1111823120003 ADDRESS UNASSIGNED CITY OF MEDINA 2052 CO RD NO 24, HAMEL RD 55340 2.66 COMM 163.35 435 3.2% 13 1111823130002 1152 HAMEL RD INDEPENDENT SCHL DIST 284 210 COUNTY RD 101 N, WAYZATA MN 55391 37.61 MIXED RES 55.34 2,081 15.3% Combined Potential Benefit - SCHEDULES A - C Figure 8 - Potential Benefitting Parcels - Traffic Generation Basis - Combined Potential Benefit Medina City Council Excerpt from 5/19/2020 Minutes 1 A. Tamarack Drive Corridor/Visioning Study – Concept Review and Update (7:37 p.m.) Stremel identified the corridor area, noting that the intent is to plan for future improvements and gather input from stakeholders and residents. He noted that the future improvements would most likely occur in phases as adjacent land develops. He reviewed the guidance that the plan would provide. He reviewed the adjacent land uses within the corridor, highlighting the potential future land uses for those properties when/if they develop. He also reviewed the staging periods for the different parcels within the corridor. He reviewed the different steps of the study process that were completed. Chuck Rickart, WSB Traffic Engineer, stated that they did an extensive traffic analysis for the area with the primary goal of reviewing the corridor and anticipated traffic volumes from future development. He stated that they also met with MnDOT, at their request, as MnDOT wanted to determine that a signal would be the appropriate traffic control at that intersection, which required study of other roadways in the area. He provided details on how the analysis was completed, using the land uses identified in the 2040 Comprehensive Plan. He provided a comparison of the existing daily traffic counts on the corridors to the projected 2040 numbers, which assume a full movement signalized intersection at Tamarack and Highway 55. He stated that if the signal is not provided there would be a significant shift in the traffic pattern. He provided background information on the levels of service grades identified for the different intersections and then reviewed the existing levels of service and projected levels of service for the different intersections. He reviewed the different improvements proposed within the study and the related service level that would be anticipated. Martin stated that she has difficulty in predicting what will be needed for future development but recognizes the need to plan ahead. She stated that perhaps the Council should choose the most desirable options, rather than making choices based off cost, with the recognition that those choices would only move forward if there is sufficient funding. Anderson asked if staff reviewed what would happen to overall traffic north of Highway 55, by eliminating the throughput from 55 at Tamarack up to Meander. Rickart stated that if the properties developed to the full extent proposed in the 2040 Comprehensive Plan, there would be a significant increase in traffic on Meander Road. Stremel stated that there would be a significant change in the level of traffic and level of service at the adjacent intersections. Anderson stated that this plan is gross in his opinion and does not match the desire to maintain the rural character of Medina. DesLauriers stated that he shares the same concerns. He noted that from 116 to Willow Drive there are currently five stoplights on Highway 55, and this would make a 6th stoplight within a two-mile radius. He stated that it gets to be a lot. He recognized that traffic controls are needed, and it is tough to find the right balance. Anderson stated that he is shocked that the State would agree to place a full stoplight at Tamarack for that reason. Medina City Council Excerpt from 5/19/2020 Minutes 2 Pederson stated that he has a completely different point of view. He stated that with the school location there would need to be a safe access for buses to come in and out. He noted that this is also the last retail area within Medina. He commented that much of the infrastructure costs would be paid for through development. He asked whether a roundabout could be installed at Pinto and Meander. He stated that it appears that MnDOT has planned for this improvement with the turn lanes and median. Stremel stated that the roundabout could be considered for Pinto and Meander. Rickart replied that they have not yet reviewed that option but could look into that option as well. He agreed that there are intersection elements in place at Tamarack, it just needs the added control. He stated that with the right-in/right-out option at Tamarack, the traffic counts on Meander would be anticipated to double. He noted that with no access to Highway 55, the traffic count could exceed 10,000 cars per day on Meander. Stremel stated that the public engagement process helped to drive the design and provided details on the public engagement process. He presented the design options preferred through the public engagement process. He reviewed the next steps noting that once input is received from the Council, additional design work will be completed, and the remaining study work will be completed. He stated that staff would also develop a feasibility study for the intersection signal as a separate project. He stated that cost estimates and possible funding mechanisms would also be reviewed and included in the final study report. Finke stated that if there was not going to be an intersection at Highway 55 and Tamarack, the land uses in that area would be different. He stated that there are six or seven property owners through the corridor with different land uses, therefore there will most likely be projects completed at different periods of time. He explained that the corridor study will help to provide guidance on the needed improvements for each phase of development. He stated that input is needed from the Council as to whether the parkway standard design is preferred and whether there is a desire for a roundabout at the commercial entrance to the north. Martin commented that the parkway is beyond what she envisions Medina to be and does not seem to fit the character of the community. She stated that she would like to experiment with a roundabout. Anderson stated that he is stunned by this proposal. He stated that if this has to move forward, he would prefer to see the roundabout in the commercial area. He stated that he is curious about the parkway, as that could be viewed as the nicer option of the two as it seems to result in more land, trees, and vegetation with a wider road. Martin stated that it seems like a lot of road and suburbia for Medina. Albers asked what the expense would be for the City to maintain a parkway segment of road, as it appears there would be a lot of maintenance with the shrubs, trees, and mowing. He asked it if would be worth it to attempt to achieve that look for that short segment of roadway. He echoed the comment that this is a lot of information to digest. He asked the timeline when projects would become real and move forward. He stated that given the unknown economic times, he would be cautious on the timing of the projects. He stated that he thought that roundabouts are much more expensive than a signal. Medina City Council Excerpt from 5/19/2020 Minutes 3 Anderson echoed the comments of the timing of this project related to the unknown economic times. He stated that potentially nothing may occur within the corridor for five years and asked for information on the timing. Pederson stated that this is a similar process to Chippewa, noting that it is important for planning to get ahead of the curve and determine access, which eliminates the safety concerns that would arise when development occurs. He stated that developers will provide a contribution for the improvements needed for their segment of the corridor improvements. He stated that staff will need this information for future discussions with developers. He stated that he likes the roundabout but does not like the cost of a roundabout. Martin stated that it is important to plan for traffic improvements that will be needed when development requests come forward. She stated that guidance should be given with the caveat that the improvements would be dependent upon the development that comes forward and the funding available/required. She asked the Council to provide input on the differences between Concept A and Concept B. She commented that everyone has trepidation with the development that may come and the need for forecasting of traffic improvements that would be needed. Stremel stated that a similar roundabout discussion occurred in the Chippewa corridor study. He noted that in this corridor, the cost between a signal and roundabout would not be that different because the intersection is not yet developed. He noted that the adjacent development would provide the right-of-way and some of the other elements. He stated that perhaps the difference in cost between the two options in this location would be 10 to 15 percent, whereas in an established intersection the difference would be about 25 percent. Finke stated that with this plan in place, the lion’s share for the construction of the improvements within the corridor would be funded by the adjacent development. He explained that is why it is important to have this plan in place prior to development requests coming forward. He stated that it will be a challenge to develop a funding mechanism for the signal. He stated that it would be fair to assume there would not be a contribution from MnDOT for the Highway 55 signal. DesLauriers stated that he likes the stop sign location at Meander and the roundabout which helps the flow of traffic. He recognized that there would be a higher cost for the roundabout, it would provide benefit. He stated that he likes Concept A. He stated that while the parkway option is aesthetically pleasing, it would be hard to maintain and instead prefers the option with a road and sidewalk. He referenced the locations for water retention ponds and stated that he prefers the far-left option shown in Concept B rather than the far-left option shown in Concept A. He stated that the Concept B option would help to breakup the retail development from the adjacent residential development. Stremel stated that it is difficult to predict the type of development that would be proposed for the commercial areas identified and therefore staff provided those options to generate feedback. Finke stated that the main difference between the two concepts on the west end is the intersection that reaches Meander, noting that Concept A extends to the west of Fields of Medina whereas Concept B merges at the Fields of Medina neighborhood. Medina City Council Excerpt from 5/19/2020 Minutes 4 Albers stated that he likes the idea of Concept A, where the intersection is not aligned with the neighborhood and imagined that would be the preference of the neighborhood as well. He stated that this option would attempt to stagger that increased traffic. Martin agreed with the comments of Albers. Stremel confirmed that was a prominent comment from the public, preferring the connection occur further west. Scherer asked if that west access would present any issues with sightlines. Stremel stated that sightlines were considered when determining that west connection. Scherer recognized the comments from Albers related to increased maintenance that would be needed with the parkway design. He stated that if there is not an intersection to Highway 55 that would really increase Meander and 116 traffic. He stated that this really is a clean slate and it is important to look at all the options. He stated that staff discussed the roundabout option in depth, noting that the roundabout would support a variety of different angles for connections to occur which provides flexibility in planning for adjacent properties. Martin confirmed the consensus of the Council was that the preferred options was for a roundabout, for the westerly road connection to occur west of the Fields of Medina, and for a more traditional divided road rather than a parkway. Martin asked if the cost to finalize the study is included in the budget. Johnson confirmed that the study was a part of the 2020 budget. Moved by DesLauriers, seconded by Martin, to proceed with Concept #A as the preferred option, including a full access with signal at Highway 55. A roll call vote was performed: Pederson aye Anderson nay DesLauriers aye Albers nay Martin aye Motion passed. Anderson stated that he voted against this because he is concerned that by completing the study it would encourage developers and development. Albers echoed the sentiment that this study could be seen as the City advertising for development. Martin stated that she is supporting this because she is looking for further study and input from the relevant agencies related to the curb cut but is not voting for the construction of the roads or development. She stated that this is a planning exercise and not a method to promote development. Medina City Council Excerpt from 5/19/2020 Minutes 5 Moved by Martin, seconded by Pederson, to direct staff to take actions necessary to secure approval from relevant agencies for the access at Highway 55 and to complete the Tamarack Drive Study. A roll call vote was performed: Pederson aye Anderson nay DesLauriers aye Albers nay Martin aye Motion passed. Medina City Council Excerpt from 7/21/2020 Minutes 1 Stremel provided an overview of the discussion that occurred at the previous review of the study on May 19th. He noted that Council provided direction on the preferred vision of an undivided roadway with a roundabout for commercial entry. He noted that the final report was included in the packet. He displayed the preferred roadway design, noting that they attempted to minimize the parkway feel as previously directed. DesLauriers asked if there was feedback from the School District and other landowners on the south side of Highway 55. Stremel stated that he was not aware of any comments. Finke stated that staff received an email from Loram, expressing concern with the location of the southern approach and requesting that the approach be moved to the east to limit the amount of land needed from the west. Stremel stated that the intersection has been slid as far to the east as possible. He stated that they have attempted to balance the right-of-way needs between the eastern and western sides to the extent possible. He reviewed the options that were reviewed for the commercial access, noting that because of the anticipated level of traffic in this corridor, a roundabout was found to be the best option for intersection control. He highlighted some of the benefits of a roundabout in this location compared to traditional intersection controls. He displayed the remainder of the north and south improvements along with a total potential project costs that include all the improvements. Pederson stated that it was mentioned that the southern portion of the project could not be developed until 2025 and asked why the southern portion cost was included then. He asked if MnDOT would move forward with the intersection without both the northern and southern improvements. Stremel stated that the intent of including the cost was to include the potential costs for the whole corridor, as that helps to put the scope and cost of improvements into perspective. Chuck Rickart, WSB, stated that there would not be an issue with building an intersection, the issue will be with the control of that intersection, which would be based on traffic generation. He stated that when reviewing the traffic projections, approximately 3,500 vehicles per day would be needed to trigger consideration of the signal improvement by MnDOT. Stremel stated that noted within the report, the proposed townhome development would not trigger the signal on its own and would only equate to about one third of that need. Martin asked if the estimated costs are just hard costs or whether they include acquisition as well. Stremel replied that no right-of-way costs were included, although some costs were included for wetland mitigation. Martin asked where the boundaries are for the purposes of the various land uses related to these improvements, specifically whether property and land use boundaries are straddled. Stremel identified property lines and different land uses. Medina City Council Excerpt from 7/21/2020 Minutes 2 Martin asked if there would then be a risk that the properties could be sold in two parcels, which would not align the cul-de-sac with the property line. Stremel stated that with the Lennar development plan submitted, their property would be subdivided, and the proposed split would be identified. He stated that several different iterations were reviewed with different roundabout locations and provided background information on the proposed location for that improvement. Martin commented that it would seem that would put the City at risk for a huge land acquisition cost. DesLauriers agreed that if that were moved north closest to the purple line, some of those acquisition costs could be eliminated. Martin commented that is one of the few commercial/retail pieces left along Highway 55 and taking that much from that property could make that piece undevelopable or less valuable. Stremel stated that the roundabout could be moved to the north somewhat. Martin commented that the east/west alignment seems to be equal for the property owners. She stated that her concern is with the west and east legs of the roundabout. She asked for information on land use and tax parcels. She stated that if the property to the west side were all owned by one property owner, perhaps that owner did not care where the roundabout comes into the property. She stated that, from her perspective, there are two parcels on the west side, that if sold separately with the proposed alignment, would create unusable land and acquisition costs. Pederson stated that he agrees that it should go down the property line to keep the land values at what they should be. Martin stated that currently the cost estimates do not include land acquisition costs and it appears that the road plans, as presented, could cause the City to incur right-of-way costs. Stremel reviewed some of the funding considerations, noting that several projects may be completed to accomplish the entire corridor. He stated that many of the improvements would be implemented with adjacent development, along with a potential to implement/fund some of the improvements through special assessments. He stated that if the Council approves the report, it does not commit the City to spending funds on any of the project elements. Pederson referenced the south side and asked if there is enough room for the railroad crossing and intersection. Stremel agreed that it is narrow but is not much different than the Arrowhead crossing. He noted that review was only done for an at grade rail crossing. Rickart commented that an overpass or underpass in this location would be extremely expensive as the road would need to move and it is physically not possible in this location. He explained how the signal would operate in order to clear an approach prior to a train arriving at the crossing. Medina City Council Excerpt from 7/21/2020 Minutes 3 Martin referenced the display that shows the proposed Lennar development and again commented on the right-of-way shown for the different properties and curving of the road. Stremel stated that the curve in the road helps to avoid the wetland as much as possible to prevent additional mitigation costs. Martin stated that she understands that some of this planning was done based on assumptions of future developments in order to provide a vision for the corridor. She commented that may change as future developments come forward. Carol Schimnich, representing the Jubert property, stated that there are only two owners, the Juberts on the east and the Cavanaughs on the west side. Martin noted that the Council also received the written comments from the Jubert property prior to the meeting. She noted that Johnson delivered a counterproposal to the concept plan from the Cavanaughs. Eric Miller, representing the Cavanaughs, stated in the private development world they desire greater depth on the parcel, which is the highway frontage piece zoned for commercial. He stated that this is a fairly large piece, with both pieces totaling 28 acres. He stated that from their perspective it would make sense to have more depth on the highway frontage side and move the intersection to the north. He stated that will also better align with the property line and provide an opportunity for right-of-way to be shared between the two parcels. He stated that the parcel to the north is a bit of a transitional piece between single-family residential and commercial. He stated that the best commercial developments generate traffic, which requires proper management of that traffic and access. He stated that if there is not proper access to those developments, there would not be good commercial developments. He stated that with thoughtful planning they would move the roundabout north and consider another access to the highway frontage property. He stated that having more depth to the highway frontage property would allow for a variety of commercial uses to develop on that parcel. He stated that they need redundancy in access and roadway in order to provide good access. He referenced the north leg of the roundabout, noting that there was an access from the townhomes going directly to Tamarack Drive. He commented that access will be low volume and therefore they suggest that be redirected to the east leg of the roundabout. He noted that their concept would have minimal impacts to wetlands. He noted that stormwater improvements will need to be planned for and locations will need to be identified, whether they be regional systems or individual systems. He stated that this design also eliminates the remnant parcels on both sides of the roadway. He stated that their concept also includes phasing for some of the improvements. He noted that a portion of the improvements would need to occur at this time in order to support the Lennar project. He stated that equitable right-of-way allocations are important to all the property owners in the corridor. Albers referenced the pond proposed in the southeast corner and asked if that could be in the northwest corner instead. Miller confirmed that stormwater facilities could be placed where they are needed and explained that they simply identified the need for a stormwater facility. He stated that with the drainage patterns, a facility on the east side would be preferable. Martin appreciated that a lot of retail developers want a full cut access plus a right-in/right-out at minimum. She stated that she also agrees that it would make sense to move the access to the Medina City Council Excerpt from 7/21/2020 Minutes 4 north. She commented that the Cavanaugh plan does not seem to be as beneficial to the Jubert property. She stated that she does like the road alignment. Miller stated that if he were representing the Juberts, the three quarters access could be a right- in/right-out to the east. He stated that further thought and consideration could be given to the Jubert property in the same way he has provided that to the Cavanaughs. Pederson asked how far the roundabout would be from Highway 55. Miller replied that the roundabout would be about 650 feet from Highway 55. Joe Cavanaugh stated that their goal is to place their property in the best position for future development. He stated that they have spoken with people in the development world that had the same position Miller expressed. He stated that there are different ownerships between the Cavanaugh parcels, with different ages and timelines. Finke stated that the City attempted to engage with the property owners and broader community early in the process. He noted that some of this information came through later in the process, along with a pending application, and staff has been working to understand everyone’s interest. He stated that the roundabout ended up further south for some of the reasons Miller talked about related to that site which are supported by additional accesses south of the roundabout towards Highway 55. He stated that the legs off the roundabout would be the first access off the Highway and would accommodate the majority of the left bound traffic without implementing additional turn lanes. He stated that the location is also based on leaving a sufficient amount of space between Highway 55 to allow for stacking. Scherer stated that he agrees with Finke, noting that the whole purpose was to limit the accesses closest to Highway 55. He stated that staff has worked hard to make this the best- case scenario. He stated that this is a clean slate and they do not want to create the same problems that exist on other roadways. Martin asked if the additional access points are removed with the roundabout as the access point, could that roundabout be moved further north to align with the property line. Scherer stated that staff spoke today about perhaps slightly moving it and changing the way the westerly finger comes off the roundabout. Stremel commented that there is only so far you can go to twist the access points clockwise; it will just start to create tighter curves. He noted that there is some flexibility in twisting those fingers. Rickart referenced the first left turn shown on the Cavanaugh proposal, which would split the commercial property and generate a good amount of the anticipated daily trips. He stated that a left turn into that site would not be long enough to accommodate the anticipated que and therefore would backup in the through lane and potentially to Highway 55. He stated that although it would not be ideal, a right-in/right-out would be better than a three-quarter access. He stated that the only way to accommodate the turn lane would be to widen Tamarack all the way to Highway 55. Stremel noted that there could also be some time until the roundabout is constructed in a fully developed scenario, under the Cavanaugh proposal. Medina City Council Excerpt from 7/21/2020 Minutes 5 Miller commented that the speed in a roundabout is significantly lower as that is meant to be a calming device. He agreed that the three quarters access would need to be studied and proper turn lane lengths would need to be found. He recognized that additional right-of-way may be needed. He believed that the development community would support those options. He stated that if there is not proper access, there will not be a successful commercial development. He recognized that there is a certain level of congestion for a commercial development. Finke stated that part of the thought was to push the roundabout as far south as possible. Miller commented that it really comes down to depth in order to have flexibility to attract users in the marketplace. He stated that they are attempting to have more depth on the Highway 55 frontage to provide flexibility for development in the future. He stated that pushing that access to the north provides them with that depth. Finke stated that he has seen situations with lined roundabouts in commercial settings and asked for details on the spacing of those. Rickart replied that having two roundabouts in this corridor would not line up with the property line. He stated that two roundabouts could fit, but there would be significant impacts to the Lennar property. Stremel stated that if the roundabout were pushed towards Highway 55, the City would need to show that spacing would not impact the Highway 55 intersection and that queuing would not happen in close proximity to the intersection. Martin asked how far the roundabout would need to be from Highway 55 to be acceptable to MnDOT. Rickart stated that it would depend upon the amount of traffic generated from the adjacent properties. He stated that the roundabout could be moved slightly to the south, but not much, perhaps 50 to 75 feet. Martin referenced the proposed City plan and asked why the cul-de-sac consumes more of the western parcel than the easterly parcel. Stremel stated that is to help avoid the proposed pond on the Lennar parcel. He stated that they have come close to balancing the right-of-way on the approach to Highway 55. He noted that there is more taken on the east in that location, therefore the additional right-of-way in the roundabout balances that out. He confirmed that more right-of-way is being taken from the Jubert side than the Cavanaugh side. Paul Tibone, Lennar, stated that he sent Finke an email earlier this week based on the reconfiguration models of the roundabouts proposed by the Cavanaughs. He stated that Lennar has been working with the Juberts since February or March of this year, as well as working with the City. He reviewed the steps they have followed thus far to incorporate comments from staff, the public, the Commissions and Council. He stated that the configuration from the Cavanaughs makes the secondary access point for the Lennar site not possible. He stated that with the Cavanaugh proposal they would lose eight to nine units, which would significantly impact their project that has already been through much of the City processes. He stated that as the parcels develop, the City would gain the necessary right-of-way and therefore it would Medina City Council Excerpt from 7/21/2020 Minutes 6 not matter if the Cavanaugh properties are developed at different times. He noted that they have a preliminary plat that has already gone through the Planning Commission and they support the WSB design as it is proposed by staff. He stated that the Cavanaugh design would place almost all the ponding on the east side, which would further encumber the Jubert property and the preliminary plat they have into the City. Martin asked if Lennar is still in a contingency period. Tibone replied that they are still within the contingency period. Martin asked the amount of right-of-way that would be dedicated along the Tamarack corridor. Tibone replied that they would be dedicating their 40 feet, which would be half the roadway. Martin thanked everyone for their comments. She stated that the Council is always looking to ensure that its opinion is not slanted towards a proposed development and is instead fair to all the property owners. Pederson stated that this is a complicated subject and agreed that the right-of-way should be taken equally amongst each property owner and the stormwater ponds should be divided to the best of the engineer’s ability. He stated that he finds it difficult to make the left-hand turn coming into that property. He asked if the roundabout would serve as it should or whether a traditional intersection should be considered. He also believed that the Council should be careful of splitting properties and devaluing those properties. Albers echoed the comments of Pederson that perhaps instead of a roundabout, two intersections should be created. He stated that option may also be more cost effective. He stated that maximizing the developable value of the land is important from a tax perspective and would not want to see infrastructure hinder that ability. He stated that he would prefer to continue to look at the plan and work with all the property owners to find the best option. He stated that this is the opportunity for the City to do this right and more time should be spent on it. Martin asked if Albers believes that City staff should sit down with the adjacent property owners and their engineers to work on the plan. Albers confirmed that would be his recommendation. DesLauriers stated that he believes that additional work would be needed by all parties to come to some type of agreement. He stated that he likes the roundabout and would like to see it shifted to the north. He stated that he understands that commercial development needs a three quarters access, but it would be challenging to have that traffic crossing the road and could cause accidents. He stated that taking away the Tamarack access to Lennar could be a good idea to reduce the potential for a dangerous and congested intersection in the future. Anderson echoed the comments of the members thus far in that there are not firm development proposals from the commercial property. He encouraged the parties to sit down with their engineers and City staff to try to find a solution. Martin stated that she would assume that the paramount interest is public safety and a close second would be to preserve and enhance land value. She stated that neighboring cities have sometimes overengineered road improvements. She commented that having the City work with Medina City Council Excerpt from 7/21/2020 Minutes 7 adjacent property owners can provide benefit. She noted that she does not want to leave remnant parcels. She confirmed the consensus of the Council for additional work to be done. Moved by Anderson, seconded by DesLauriers, to direct staff to work with the property owners with the goal of public safety and enhancing land values. A roll call vote was performed: Pederson aye Anderson aye DesLauriers aye Albers aye Martin aye Motion passed unanimously. Medina City Council Excerpt from 8/18/2020 Minutes 1 Tamarack Drive Corridor Visioning Study – Final Concept Plan (7:27 p.m.) Johnson stated that at the July 21st meeting the Council reviewed this concept and directed staff to work with the adjacent property owners in order to develop a plan that meets the interests of all parties. He stated that staff held that meeting and thought that all the parties agreed on the proposal being presented tonight. He stated that emails were received from Anderson and Eric Miller, representing the Cavanaughs, that were distributed to the Council. He stated that this is a visioning study that sets the parameters for the corridor. Martin stated that this does not commit the City or any parties to these improvements and is simply intended to guide future development of the corridor. Stremel provided background information on the process thus far. He stated that a draft of the final study was presented at the last meeting with a review of the concept plan. He stated that comments were provided from adjacent landowners and the direction from Council was for staff to setup a meeting with the adjacent landowners to further discuss the corridor. He felt that the meeting went well and there were great discussions for the corridor and adjacent development needs. He provided a comparison of the previous concept and the revised concept. He stated that there is general support for the roundabout in the newly proposed location. He highlighted the additional elements that were added to the new concept following the meeting with those landowners. He stated that the next step would be for the Council to adopt the study with the fully signalized intersection at TH 55. Martin appreciated the work that was put into the revised plan. Albers asked how far south the roundabout shifted and whether the amount of right-of-way is equitable between the property owners. Stremel replied that the roundabout was moved about 60 feet to the south, which was as far south as staff was comfortable with. He stated that staff attempted to make the right-of-way split as equitable as they could. Pederson asked for details on the Loram property and the wetland. Stremel confirmed that Loram would need access from Tamarack because of the wetland location. Pederson asked if Loram was comfortable with the right-of-way being taken. Stremel stated that he did not receive a response from Loram but noted that the median cannot be reduced because of quiet zone requirements. He stated that they have not yet received a development plan for that portion of the Loram property. Finke stated that Loram’s interest was to minimize the right-of-way as much as possible. He commented that the right-of-way split is 2 to1 between the City and Loram. DesLauriers asked if Wayzata Schools was invited to the meeting with staff. Finke stated that he was unsure if the School District was invited to this discussion as the corridor study concentrated on the north side. He stated that the School District has been a part of the broader process. Medina City Council Excerpt from 8/18/2020 Minutes 2 DesLauriers stated that the previous discussion was for a desire to move the roundabout closer to the lot lines. He asked if the property owners were in agreement with the alignment. Stremel stated that it is not a straight alignment, noting that typically roundabouts have some curve to them, and staff did the best they could to balance the right-of-way needed on all properties. DesLauriers commented that he is concerned with the intersection to the north coming out of Lennar, noting that could be very troublesome with people coming from that access, the roundabout, and from Meander. Stremel replied that the idea would be that the roundabout would serve as the primary commercial access and the Lennar access would have less commercial access. He stated that the amount of traffic generated from the residential side would be less than the commercial side and noted that the peak times for residential and commercial are usually different. DesLauriers stated that he would like to limit the volume to that intersection. Stremel stated that based on input from adjacent landowners, it was important for them to have a second access to the commercial properties. Martin asked the concern of DesLauriers. DesLauriers stated that he is concerned with the volume of traffic in the roundabout and then with the Lennar and Meander intersections. Martin stated that she is not bothered by the proposed alignment. She stated that other cities have roundabouts and straight intersections that seem to work fine. She believed that there was sufficient length available for those actions. Anderson stated that he can see the point raised by DesLauriers and asked if there is a right-in or left-out for Lennar. Stremel stated that there is no right-out but there is a southbound left turn into the development. DesLauriers asked and received confirmation that vehicles coming from Lennar could go left, right, or straight. Finke stated that the volumes are slightly higher for Tamarack north of the roundabout than Meander but not by much. Stremel stated that the traffic flow between the intersections was not updated. He stated that given that the roundabout would serve as the primary access to commercial, there would be a reduction in the flow to the secondary commercial access and then further north to Meander. He again mentioned that the peak times for the commercial and residential properties would be different. Finke stated that the intent would be to have a low speed for the corridor, at 30 mph, further slowed by the roundabout. Medina City Council Excerpt from 8/18/2020 Minutes 3 Anderson referenced the projected cost for the south portion of the project and asked if the intent would be that Wayzata Schools and other developers would pay for those improvements. Stremel replied that much of the cost to the south is the railroad crossing. He stated that cost would be split between the properties to the south side: Wayzata Schools, the City, and Loram. Finke commented that based on acreage, most of the property in that area is owned by the School District. DesLauriers commented that Wayzata appears to own the majority of the land on the south side and therefore it would seem that they should have been involved. Finke stated that the School District has been involved in the process throughout, with the exception of the last meeting to discuss the improvement to the north. Martin confirmed that the School District was involved in the discussions but most likely did not have any interest in the improvements to the north that were discussed at the last meeting. Pederson stated that it was his understanding that the railroad crossing improvements in other areas included grant funds to implement quiet zones and the remaining funds were paid by the City. Stremel stated that the railroad improvements could be paired with the TH 55 intersection. He confirmed that it would be a City project. Pederson noted that the last three quiet zone projects were City projects that involved grant funds and he would then think this would follow the same process. Martin agreed that she would not be willing to commit City funds if there were not grant funds involved. She noted that if the improvement is desired without grant funds because of development, that cost could involve participation from the developers. Pederson stated that he believed that access should be provided to the Cavanaugh property to ensure that area is viable and successful and therefore supports the alignment as proposed. Stremel commented that turn lanes were added along with the slow speed to ensure that could be provided safely. Eric Miller, representing the Cavanaughs, stated that they recognize that a certain amount of the improvements are going to move forward with the townhome development that will set an alignment for the roadway based on the visioning study. He stated that they are still uncertain as to the financial obligations, stormwater management allocations and right-of-way dedication that would be necessary. He stated that they are concerned that there will be a question placed upon the Cavanaughs for right-of-way dedications to be provided to support the development to the south. He stated that they will want a clear picture of the entire project and related obligations. He stated that they would like to move forward with full transparency and hopes that they will not be put in a position where they do not have time to think through the requests in a thoughtful and responsible manner. He stated that just because they are not objecting to this does not mean they fully support requests that could be made in the future to support development to the south. Medina City Council Excerpt from 8/18/2020 Minutes 4 Anderson commented that this is a visioning study that would not commit the City to expenditure of funds. He referenced a portion of the study that states it is not anticipated that a cost share of the Hamel Road or TH 55 would be possible, and that the City would need to fund a portion of the watermain loop. He stated that on the one hand the City wants to move ahead and adopt the visioning study, but within the study it is clear that two primary funding sources, Hennepin County and MNDOT, would not be available for the cost-shares of those intersections. He stated that if a motion is made, he would want a statement made that makes it clear that at this time the City will not bear any costs associated with this project. Martin stated by adopting the visioning study the City is not committing any funds. She stated that in the future there may be a decision for the City to contribute funds. She recognized the language and at this time the City does not have funding partners but that does not mean there may not be partners in the future. She confirmed the consensus of the Council that adopting the visioning study would not commit the City to expenditure of funds. Moved by Martin, seconded by Anderson, to adopt the Tamarack Drive Corridor Visioning Study with fully signalized intersection at TH 55 provided, however that in adopting such visioning study the City Council does not commit to spending funds for any of the road improvements envisioned by the study or taking any additional steps as outlined in the study. A roll call vote was performed: Pederson aye Anderson aye DesLauriers nay Albers aye Martin aye Motion passed. DesLauriers stated that he supports the roundabout and signalized traffic signal but does not support the secondary Lennar access. December 2021 Meander Park & Boardwalk Development 1472 Highway 55 Medina, MN 55340 PUD Concept Plan Submission Medina Ventures, LLC PUD Concept Plan Application General Information and Present Status References Subd. 2. Information Required according to section 827. Zoning -Zoning Districts of Medina City Code Sections (a), (b), (d), (e), (f), (g), (h), (i), (j) (a) General Information: Land Owned by R&J Partnership of Medina with plans to sell property to Medina Ventures LLC for development Reg Pederson 2821 Comstock Lane Plymouth, MN 55447 Jeff Pederson 4145 Mohawk Drive Medina, MN 55340 Applicant Name Chris Pederson – Owner Medina Ventures, LLC 4130 Fescue Drive Medina, MN 55340 Professional Consultants David Kalogerson – Owner of Kalcon Construction – General Contractor 2859 Gale Road, Minnetonka MN 55391 Pablo Villamil – Owner of Villamil Architecture – Architect 2324 Brewster Street St. Paul, MN 55108 Kelly Ness – Owner of Skysurv - Surveyor 5775 Wayzata Blvd. #700 St. Louis Park, MN 55416 Peter Galzki – Civil Engineering Consultant 413 Ridgeview Circle Medina, MN 55340 Jon Knudsen – Owner of Area M Consulting, LLC – Environmental Consultant 2023 Alameda Street Roseville, MN 55113 Mark Radke – Felhaber Larson – Attorney 220 S. 6th Street Suite 2200 Minneapolis, MN 55402 Matthew Plec – Great Southern Bank – Lending Consultant 7685 Zachary Lane North Maple Grove, MN 55369 Evidence that Applicant has sufficient control over property See attached/enlocsed Letter of Intent signed by owners of R&J Partnership (b) Present Status: 4172 Highway 55 Medina, MN Zoning Classification is Commercial Highway for property south of Meander Road and low density residential for property north of Meander road See additional attachments showcasing zoning classifications, map depicting subject property within 1,000 feet and written statement described as project narrative (d) Site Conditions: Please refer to attached/enclosed documents including but not limited to the site survey and wetland delineation (e) Schematic drawings of proposed development: Please refer to attached/enclosed documents including but not limited to the site plan (f) Statement of estimated number of dwelling units: Please refer to attached/enclosed documents including but not limited to the zoning map and site plan (g) Construction Stage Statement: At this time we hope to have all buildings to be built in one construction season but will depend greatly on the timing and status of city approvals and individual pads being sold beyond the venue. Refer to project narrative for greater detail on buildings. (h) Provisions for public or private open space or service facilities, a statement describing the provision that is to be made for the care and maintenance of such open space or service facilities. We anticipate having a single entity control the service, care and maintenance of all open, public and private outdoor spaces and any service facilities onsite. (i) General intents of any restrictive covenants that are to be recorded with respect to property included in the proposed PUD. – We intend to have some type of restrictive covenants in place but will depend on concept plan feedback from the Planning Commission, City Council and additional internal discussions with project consultants as the project progresses. (j) Schematic utilities plans indicating placement of water, wells, sanitary sewer, septic and storm sewers. Please refer to attached/enclosed plan grading, drainage and utility plans December 8, 2021 Meander Park & Boardwalk – Medina, MN, by Medina Ventures, LLC Project Narrative Meander Park & Boardwalk is a proposed commercial planned unit development located on the north side of Highway 55, 900 feet east of Arrowhead Drive. As the over 18-acre site is surrounded by wetlands to the west and to the south, a wetland delineation was conducted in September of 2021, which revealed approximately 6 acres of developable land on the site. Access to the site is located at Meander Road on the north side of the main property. A development review meeting took place on October 29, 2021 with the City Planner, Dusty Finke, and Public Works Director, Steve Scherer. From discussions with the City Planning department and consultation with the City engineer, the main road access to the development should be placed at least four hundred feet from the nearest intersection, which is located to the east and serves as the main access to the Fields of Medina West neighborhood. There have been multiple iterations of the concept plan reviewed by the Development team, and the current site plan is optimized to achieve the overall intent of the development,: To provide a walkable, aesthetically pleasing entertainment and relaxation destination that incorporates the natural beauty of the land while providing access to desirable amenities that benefit nearby residents of Medina as well as other surrounding communities. The proposed development achieves this intent by focusing on the incorporation of some unique design elements described below. These elements all support the 2040 Comprehensive Plan and Community Goals which are noted and described in more detail below. The Boardwalk The most important of these is a long and winding boardwalk that follows the natural curves of the existing wetlands. This expansive boardwalk is meant to serve three main purposes for the development. The first is functional in that it will provide the buildings within the development, the benefit of having, if they so choose, an additional access point with visibility and/or outdoor seating and service areas to potential guests, depending on the type of business. The second purpose of the boardwalk is to immerse all guests, including the public, in the natural beauty of the wetlands and to interact directly with the wildlife that frequent the site. The final purpose of the boardwalk is to provide a unique design aesthetic for the entire development that sets it apart from the majority of other commercial developments in neighboring suburbs, where asphalt tends to dominate majority of the public access points. These three functions directly support multiple parts of the Comprehensive Plan’s community goals, including preserving rural vistas, open spaces, wetlands and encouraging an attractive, vibrant business community that complements residential areas of the City. Furthermore, if given prudent consideration, the boardwalk could be key in helping preserve and expand the trail and park system to connect neighborhoods and encourage healthy lifestyles for its residents via the Diamond Lake Regional Trail. Parks, Plazas and Ponding The next unique component of Meander Park & Boardwalk will be to incorporate parks, plazas and ponding throughout the development. As guests arrive, their eyes will be drawn to ponding and green space surrounding the entrance at Meander Road. These green spaces will feature trees, native grasses, small flower gardens and some designated areas for casual lawn games such as bean bags, shuffleboard and bocce ball. As guests park and begin walking toward the site, Meander Park’s plazas will greet them next. Whether it is the calming sounds from the water fountains or the visual appeal of locally commissioned art sculptures, the plazas create an incredible space between buildings that provides an ambience that will make people forget they just pulled off the Highway. The parks, plazas and ponding component also supports the Comprehensive Plan’s community goals by preserving open spaces. The Venue The anchor of the development will be a multi-story entertainment venue. The venue will be majority- owned, financed and run by the developer which will not only provide a beautiful building on-site, but one that will also attract the type of businesses that a high-end, venue would lend itself to. The venue will be designed to host a wide variety of events such as weddings, celebrations of life, corporate events, smaller music recitals, artistic performances, fine art displays, botanical showcases, local fundraisers, fashion shows, speaking engagements, religious celebrations, and other cultural experiences. The design of the building will have a focus on form and function with the intent of being able to serve a wide range of event types and thus attract a larger network of people, businesses and organizations. We believe the demographics of Medina and the surrounding communities tend to be highly educated, upper-middle class residents with an increasingly diverse population of religious, racial and ethnic backgrounds, which this venue would seek to serve through its ability to accommodate the needs of potential clients, whatever those needs may be. For example, the venue itself will feature a large, commissary kitchen that will be built to accommodate a variety of pre-approved local restaurants and caterers in the area. So, whether it be a classic American meat and potatoes party, a private Diwali celebration or a vegan luncheon, the venue’s business model can provide the necessary flexibility. This model also is attractive given the current state of the food service industry and the desire of many companies within that market to expand or begin to provide off-site catering. Furthermore, the venue will be designed with outdoor space available for professional tenting, allowing guests the option of holding a ceremony, reception or event outdoors. There will also be areas designated for lawn games and commissioned art sculptures to adorn the venue and park plaza areas as time and resources allow. Lastly, the conservatory and gazebo will be additional highlights of the venue explained below. The Venue: Conservatory If meandering down a boardwalk on a fall Friday afternoon with close friends or seeing a child smile while snacking on an ice cream cone in summer isn’t enough, imagine walking through an expansive conservatory on a day with clear blue skies in the heart of a cold Minnesota winter. The conservatory will add another unique element to Meander Park and, just like the other elements, will serve more than one purpose. First of all, the conservatory will serve as an additional feature to the venue providing a space that adds grandeur to a wedding ceremony, visceral intimacy to a celebration of life or perhaps just a little humidity and respite from the bitter cold and dryness of a cold winter’s day. Lastly, the conservatory will operate with the intention of being open to guests of the development as well as for private events and thus provide additional opportunities to utilize the development. This could include, educational opportunities for local school field trips, a non-profit brunch fundraiser or private soirees for any reason whatsoever. The Venue: Gazebo Area The Gazebo Area is located in a small portion of the site near the southwest corner of the property. We expect this area to be accessed via an extension of the boardwalk, and may feature elements like a small bar, fire pit, and/or intimate gathering space for a private ceremony. Given the relatively close proximity to Highway 55 and the potential noise and visual challenges it could bring, this part of the development is being reviewed with additional research required to determine what may work best. Regardless of the final design, this space will provide yet another area of the development for guests to enjoy. The venue, it’s nearby gazebo and conservatory components also effectively support the community goals of the Comprehensive Plan in similar ways as the previous elements, especially in the promotion of public and private gathering places and civic events that serve the entire community. Mixture of Additional Businesses Although the developer will not have full control over what businesses decide to call Meander Park & Boardwalk home, we plan to market directly to the following types of businesses: Family restaurants, professional offices, cocktail lounges, breweries, indoor/outdoor food halls, daycares, salons, med spas, bakeries, ice cream shops, toy stores, fast casual food services, boutique fitness facilities, wine/craft brew shops and/or photography studios. At this stage, aside from the venue and its components, we have six additional buildings/spaces on the site plan we would like to have occupied by the businesses mentioned above. Our current priority is attracting both a restaurant and daycare as we feel these two business types are critical to the development’s overall success. The restaurant is a priority given the large and ongoing demand for additional dining options in Medina and the daycare to help fill the large need for families with young children, some who continue to be on waiting lists at several daycare centers throughout the West Metro. Also, these two businesses in particular help offset parking given the former will see the most traffic on nights and weekends and the latter on weekdays alone. North Property Villas The north side of the development, which is located north of Meander Road and just west of the Fields of Medina neighborhood, is zoned Low Density Residential. Although this is in direct contrast to the south side described above which is zoned Highway Commercial, we are still looking to develop the northern portion and believe the approximately 1.5 acres of buildable land would allow for up to three villa style dwellings. By developing the north and south properties at the same time, the timing impact of construction operations could be minimized and could provide a better economy of scale for the entire project. Especially considering the sewer and water connections that will be required on both sides of Meander Road. The access drive to the north side of the development would be to the west to line up directly across from the entrance to the south side of the development. These villas would be constructed to take advantage of the sweeping views of protected wetland located on and just west of the property and could also take into account the buildable upland area and how it tapers from being fairly wide near Meander Road to narrow as it extends north. 5100 Venue 2700 Conservatory 5100 Space 2200 Space 2200 Space 2700 Space 1600 Gazebo 2100 Space 7500 Day Care 235 PARKING SPACES PLAZA BOARDWALK PLAZA PARK Meander Rd HWY 55 SETBACK WETLAND DELINIATION S T O R MW ATE R P O N D 7500 Fenced Play Area 25'15' Ca v a n a u g h D r i v e Architect Pablo Villamil 612.388.6622 PabloV@VillamilArchitecture.com \//\ VILLAMIL ARCHITECTURE Owner Chris Pederson Medina Ventures LLC MadMrChristopher@gmail.com A0212/07/21 Concept 1" = 100'-0"1 Site Plan 5100 Venue 2700 Conservatory 5100 Space 2200 Space 2200 Space 2700 Space 1600 Gazebo 2100 Space 7500 Day Care HWY 55 2000 Unit 1 2000 Unit 2 2000 Unit 3 Meander Rd x 1 0 0 0 ' x 9 9 8 'x 9 9 6 'x 9 9 4 'x 9 9 2 'x 9 9 0 'x 9 8 8 'x 9 8 6 ' x 1 0 0 0 ' x 9 9 8 ' x 9 9 6 ' x 9 9 4 ' x 9 9 2 ' x 9 9 0 ' S T O R MW A TE R P O N D Ca v a n a u g h D r i v e Architect Pablo Villamil 612.388.6622 PabloV@VillamilArchitecture.com \//\ V IL L A M IL A R C H IT E C T U R E Owner Chris Pederson Medina Ventures LLC MadMrChristopher@gmail.com A03 1 2 / 0 7 / 2 1 C o n c ep t 1" = 100'-0"1 Grading and Drainage Plan 5100 Venue 2700 Conservatory 5100 Space 2200 Space 2200 Space 2700 Space 1600 Gazebo 2100 Space 7500 Day Care Meander Rd HWY 55 2000 Unit 1 2000 Unit 2 2000 Unit 3 SEWER WATER Ca v a n a u g h D r i v e Architect Pablo Villamil 612.388.6622 PabloV@VillamilArchitecture.com \//\ V IL L A M IL A R C H IT E C T U R E Owner Chris Pederson Medina Ventures LLC MadMrChristopher@gmail.com A04 1 2 / 0 7 / 2 1 C o n c ep t 1" = 100'-0"1 Utility Plan Architect Pablo Villamil 612.388.6622 PabloV@VillamilArchitecture.com \//\ VILLAMIL ARCHITECTURE Owner Chris Pederson Medina Ventures LLC MadMrChristopher@gmail.com A0112/08/21 Concept 1 Existing Conditions 1"=100' Architect Pablo Villamil 612.388.6622 PabloV@VillamilArchitecture.com \//\ VILLAMIL ARCHITECTURE Owner Chris Pederson Medina Ventures LLC MadMrChristopher@gmail.com A0509/09/21 Concept Postframe Fun Childcare Boardwalks Articulated Storefronts, Sidewalk Plaza Passage Boardwalk Storefronts Meandering Boardwalk Inside / Outside Venue -Interior/Exterior Beerhouse Plaza Park Plaza Handsome Modern Standalone Modern In-Out Perimeter alkip Tpr orsPopmwm oig • 0"'L • �, J1,aYj�i4,..�,i_� .R+•.a k_ a Xe. is ll..liF ,r.1I Liµ �,h •.1 I ti • tl : '� � i `.�IW X lith-;111141, 1100,1 N;11Y7, �h L ..! fiM ;: lr �YJ I I,L x J y Y '1 1 Ird • �1,Jri-' �J�1a^ �� sw�l�� fir � •, Yr 4�.I 1 iT 1 1 .1� i 1 , rz:11 ���0 ifkrir , ik: N L. • r1 id �' � '3 Ii • '1 Jeff and Chris Cates Page 1 of 2 March 1, 2022 Environmental Assessment Worksheet 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 SUBJECT: Jeffery and Chris Cates – Environmental Assessment Worksheet (EAW) – Proposed Commercial/Industrial Development – PIDs 04-118-23-11-0002, 04-118-23-14-0004 Background On December 21, 2021, the City Council authorized release of the Cates Industrial Park Environmental Assessment Worksheet (EAW) for comment. The comment period ended on February 3. The applicant has also requested a Comprehensive Plan Amendment to allow for the development. Review of the Comp Plan Amendment is pending, awaiting completion of the EAW. State Rules establish the City as the Responsible Governmental Unit (RGU) for this type of EAW. This City is now responsible to review comments from the public and other agencies, to respond to the comments as necessary, and to make a determination on whether or not additional environmental review is necessary via an Environmental Impact Statement (EIS). During the comment period, the City received eight written comments from the following agencies: • State Historic Preservation Office (SHPO) • Minnesota Pollution Control Agency (MPCA) • Metropolitan Council • Minnesota Department of Natural Resources (DNR) • Minnesota Department of Transportation (MnDOT) • Elm Creek Watershed Management Commission • City of Corcoran • Minnesota Department of Administration State Archaeologist These comments are exhibits to the draft Findings of Fact and Record of Decision (FOF/ROD) which is attached for City Council review and approval. None of the agencies recommended that an EIS be required. Staff has included draft responses to the comments within the FOF/ROD. Review of the Concept Plan Review and Comprehensive Plan Amendment is underway and is tentatively scheduled to be presented to Council on March 15. Processing the EAW as required by state Rules does not bind the City’s decisions on subsequent land use requests. MEMORANDUM Agenda Item #8B Jeff and Chris Cates Page 2 of 2 March 1, 2022 Environmental Assessment Worksheet City Council Meeting The City retains discretion when ultimately making decisions on the Comprehensive Plan Amendment and other relevant land use applications. The City’s determination on whether an EIS is required does not limit the City’s decision-making on land use requests. The Comp Plan Amendment will be reviewed through the formal process, where more information will be provided for review. The comments and report from the EAW will be one component of this information. Staff Recommendation After preparing the EAW and reviewing and preparing responses to comments, staff does not believe the project meets the criteria for requiring an EIS as described in state rules. The project would be subject to review by various agencies if it were to proceed with final design, and staff believes the regulatory process would provide adequate opportunity for review and implementation of appropriate mitigative measures. As such, staff recommends the following actions: 1. Motion to approve the Cates Industrial Park EAW Findings of Fact and Record of Decision 2. Motion to adopt the resolution approving the response to comments, findings of fact, and record of decision for the Cates Industrial Park EAW and making a negative declaration upon the need for an Environmental Impact Statement Attachment 1. Draft Findings of Fact and Record of Decision 2. Draft Resolution Cates Industrial Park Finding of Facts and Record of Decision 1 CATES INDUSTRIAL PARK Findings of Fact and Record of Decision City of Medina March 1, 2022 Cates Industrial Park Finding of Facts and Record of Decision 2 1. Administrative Background The Cates Family is proposing to redevelop an approximately 69.8-acre site located north of Highway 55 at Chippewa Road and Willow Drive in Medina. The proposed project consists of a total of approximately 664,500 square feet of office/warehouse uses on the site. Development would include new infrastructure, including water service, sewer, stormwater, streets, and utilities. All of these new services would be extensions to existing infrastructure or upgrading existing systems to support the new land development. The City of Medina is the Responsible Governmental Unit (RGU) for this project. An Environmental Assessment Worksheet (EAW) has been prepared in accordance with Minnesota Rules Chapter 4410. The EAW was mandatory per Minnesota Rules, part 4410.4300, subpart 14: Industrial, commercial, and institutional facilities. The EAW was filed with the Minnesota Environmental Quality Board (EQB) and circulated for review and comment to the required distribution list. A notice of availability was published in the EQB Monitor on January 4, 2022. This notice included a description of the project, information on where copies of the EAW were available, and invited the public to provide comments. The EAW was made available electronically on the City of Medina’s website at https://medinamn.us/cates-ranch-eaw/. The EAW comment period extended from January 4 to February 3, 2022. Written comments were received from eight agencies. All comments received were considered in determining the potential for significant environmental impacts. Based on the information in the record, which is composed of the EAW for the proposed project, the comments submitted during the public comment period, the responses to comments, and other supporting documents, the City of Medina makes the following Findings of Fact and Conclusions. Cates Industrial Park Finding of Facts and Record of Decision 3 2. Findings of Fact 2.1 Project Description The Cates Family owns three parcels of approximately 68.9 acres of agricultural land located north of Highway 55 at Chippewa Road and Willow Drive in Medina. There is an existing farmstead and associated structures on the site. The proposed project consists of a total of approximately 664,500 square feet of office/warehouse uses on the site. Development would include new infrastructure, including water service, sewer, stormwater, streets, and utilities. All of these new services would be extensions to existing infrastructure or upgrading existing systems to support the new land development. The proposed project would necessitate an amendment to the City’s Comprehensive Plan and various land use approvals for which the City would maintain discretion and authority to decide irrespective of the determination on whether an Environmental Impact Statement shall be ordered. 2.2 Corrections to the EAW or Changes to the Project since the EAW was Published There have been no changes to the proposed project design since the EAW was published. 2.3 Agency and Public Comments on the EAW During the comment period, the City of Medina received eight written comments from the following agencies: • State Historic Preservation Office (SHPO) • Minnesota Pollution Control Agency (MPCA) • Metropolitan Council • Minnesota Department of Natural Resources (DNR) • Minnesota Department of Transportation (MnDOT) • Elm Creek Watershed Management Commission • City of Corcoran • Minnesota Department of Administration State Archaeologist Consistent with state environmental rules, responses have been prepared below for all substantive comments received during the comment period. Original comments in their entirety are included in Appendix A. 1) State Historic Preservation Office (SHPO), February 2, 2022 Comment: “Based on our review of the project information, we conclude that there are no properties listed in the National or State Registers of Historic Places, and no known or suspected archaeological properties in the area that will be affected by this project .” Cates Industrial Park Finding of Facts and Record of Decision 4 Response: Comment noted. Thank you for your review. Per the additional comments from the OSA, the developer still intends to complete a Phase I archeological reconnaissance survey prior to development to determine if the project could damage any unrecorded sites. 2) Minnesota Pollution Control Agency (MPCA), January 31, 2022 Comment: “Permits and Approvals (Item 8) Please be aware, if the U.S. Army Corps of Engineers (USACE) 404 permit is required, the MPCA 401 Water Quality Certification must also be included and becomes an enforceable component of the associated federal license or permit. The scope of a Clean Water Act Section 401 certification is limited to assuring that a discharge from a federally licensed or permitted activity will comply with water quality requirements. Along with an Antidegradation Assessment, the 401 program recommends that the applicant meet with the MPCA in advance of requesting a 401 Water Quality Certification. The MPCA is the 401 certifying authority in the State of Minnesota.” Response: Thank you for your comment. An MPCA 401 Water Quality Certification is included in the Permits and Approvals table in Section 8 of the EAW. If required, a pre-filing meeting will be requested from the MPCA at least 30 days prior to submitting the 401 Water Quality Certification request. Comment: “Permits and Approvals (Item 8) In addition, in accordance with Minnesota Statutes, the Project should include the MPCA as a regulator of all surface waters as defined by MN Stat. § 115.01 subd. 22. Waters of the state. Even though there may be surface waters that are determined to be USACE non-jurisdictional, or exempt from the WCA, all surface waters are regulated by the MPCA and any surface water impact needs to be described in the application and may require mitigation. For further information about the 401 Water Quality Certification process, please contact Bill Wilde at 651-757- 2825 or William.wilde@state.mn.us.” Response: Comment noted. The proposer will coordinate with MPCA on any 401 Water Quality Certification process, if needed. Comment: “Water Resources (Item 11) If the 68.9 acre Project will disturb 50 or more acres and has the ability to discharge to the impaired North Bay of Peter Lake, the Stormwater Pollution Prevention Plan (SWPPP) will need to be submitted to MPCA for review and approval prior to issuance of the National Pollutant Discharge Elimination System/State Disposal System (NPDES/SDS) Construction Stormwater Permit (CSW Permit). Note that the SWPPP will require plans for additional Best Management Practices (BMPs), not mentioned in the EAW, during construction for runoff that ultimately discharges to the impaired water. Also, redundant down gradient sediment controls will be required if the construction must encroach the existing 50 ft. of natural buffer to the wetlands.” Response: Comment noted. A SWPPP will be submitted to the MPCA and BMPs will be described in the SWPPP. Redundant down gradient sediment controls will Cates Industrial Park Finding of Facts and Record of Decision 5 be installed if the construction must encroach the existing 50 feet of natural buffer to the wetlands. Comment: “Water Resources (Item 11) A volume reduction method must be considered first for management of stormwater runoff. In addition to the planned stormwater basins or potential infiltration areas, the Project proposer should also consider reducing stormwater volume through use of pervious pavements, stormwater reuse and green roofs on buildings, which also reduce energy consumption. Response: Comment noted. A volume reduction method will be considered, and the project proposer will also consider reducing stormwater volume through recommended methods. Comment: “Water Resources (Item 11) In addition, the Project proposer is strongly encouraged to plant deeper rooted native vegetation and trees instead of lawns on the 29.5 acres of open space to help absorb stormwater from the site as well as provide pollinator habitat. Please direct questions regarding CSW Permit requirements to Roberta Getman at 507-206-2629 or Roberta.Getman@state.mn.us. Response: Comment noted. The proposer will consider planting deep rooted vegetation. 3) Metropolitan Council, February 3, 2022 Comment: “Item 9 – Planned Land Use (Freya Thamman, 651-602-1322; Todd Graham, 651-602-1750) As the EAW notes, the site is currently guided as Future Development Area and staged for development post-2040. A comprehensive plan amendment is needed to reguide the site and stage for near-term development. Should the development proceed, employment in Medina will surpass the 2030 forecast, with the 2040 employment forecast also likely too low. The development would add three new buildings including 664,500 square feet of light in dustrial, warehouse, and office space. A communitywide employment forecast increase should accompany the amendment. If the development may employ as many as 500 or 600 jobs, Council staff advise adding +300 or +400 jobs to the current communitywide employment forecast. Council staff are responsible for maintaining forecast allocations to Transportation Analysis Zones (TAZs). Following approval of the amendment, Council staff would allocate the forecast increase to TAZ #913 for both the 2030 and 2040 decennial milestones. City staff are welcome to contact Council Research with any questions.” Response: The City will consult with Metropolitan Council staff on the need to update these projections in connection with the Comprehensive Plan Amendment, if it is approved. The City does not believe communitywide employment forecasts will likely need to be adjusted because other recent developments approved by the City have resulted in comparatively low employment per acre. Cates Industrial Park Finding of Facts and Record of Decision 6 Comment: “Item 11 – Water Resources - Wastewater (Roger Janzig, 651-602-1122) Although the Metropolitan Disposal System has adequate capacity for this project location, it is not currently included in the 2030 MUSA. As identified above, the Council will require an amendment to the guiding land use and staging plan for the site prior to extension of wastewater service.” Response: Comment noted. Comment: “Item 18 – Transportation (Victoria Dan, 612-349-7648) The Cates Industrial Park development does not presently impact fixed route transit. As the City is aware, the Metropolitan Council in coordination with MnDOT have begun to study the feasibility of future bus rapid transit in the Trunk Highway 55 corridor between downtown Minneapolis and Medina. At this early stage, it is not clear what impacts, if any, the project may have on transit feasibility.” Response: Comment noted. 4) Minnesota Department of Natural Resources (DNR), February 3, 2022 Comment: “Page 7, Geology. The section should discuss the glacially deposited unconsolidated sediments that exist in this area and overlie the consolidated Paleozoic bedrock. The sediments appear to consist mostly of clay and are at least 150 feet thick.” Response: Thank you for the additional information. Comment: “Page 12, Stormwater. The DNR recommends that water from the stormwater ponds be used for irrigating the landscaping on the site. The use of stormwater from constructed stormwater features does not require a DNR Water Appropriation Permit.” Response: The City prohibits the use of water from the municipal water supply for landscape and lawn irrigation. Any landscape irrigation system would be required to be supplied from stormwater ponds as required by City ordinance. Comment: “Page 12, Stormwater. The planned increase in impervious surfaces will also increase the amount of road salt used in the project area. Chloride released into local lakes and streams does not break down, and instead accumulates in the environment, potentially reaching levels that are toxic to aquatic wildlife and plants. Consider promoting local business and city participation in the Smart Salting Training offered through the Minnesota Pollution Control Agency. There are a variety of classes available for road applicators, sidewalk applicators, and property managers. More information and resources can be found at this website. Many winter maintenance staff who have attended the Smart Salting training — both from cities and counties and from private companies — have used their knowledge to reduce salt use and save money for their organizations. Cates Industrial Park Finding of Facts and Record of Decision 7 We also encourage cities and counties to consider how they may participate in the Statewide Chloride Management Plan and provide public outreach to reduce the overuse of chloride. Here are some educational resources for residents as well as a sample ordinance regarding chloride use.” Response: Comment noted. The project will comply with all city of Medina, Elm Creek Watershed Management, MPCA, county, and state rules for stormwater management, and chloride use will be addressed in the Stormwater Management Plan that will be reviewed by the city for compliance. City public works maintenance staff has completed MPCA Smart Salt training. Comment: “Page 13, Water Appropriation. Ditches border each of the parcels and connect to wetlands on the site. In addition to construction dewatering for utilities and footings, It should be noted that if there is a need to pump water to allow culverts to be placed for roads to cross the ditches, or to construct the wastewater lift station & associated sewer lines, then a DNR Water Appropriation Permit could be needed for the dewatering if the volume of water exceeds 10,000 gallons per day (or one million gallons of water per year).” Response: Comment noted. Comment: “Page 18, Rare Features. The DNR concurs that impacts to rare features are unlikely to occur as a result of this project.” Response: Comment noted. Thank you for your review. Comment: “Page 18, Rare Features. We appreciate that the development will use native seed mixes and plants in project stormwater features and landscaping in order to provide pollinator habitat. The Board of Soil and Water Resources’ website contains many great resources for choosing seed mixes and establishing native plants. Response: Comment noted. 5) Minnesota Department of Transportation (MnDOT), February 2, 2022 Comment: “Traffic: A pan, tilt, zoom (PTZ) camera should be added to the signal system at MN 55 and Willow Dr as mitigation for the proposed development traffic, as it will enable MnDOT Signal Operations to monitor and adjust operations as needed. Fiber optic cable will be needed to connect the camera to the existing fiber network. Minor signal timing adjustments (ie lengthen cycle) may be considered. The connection of Chippewa Road to Arrowhead Dr is important to provide alternate routes onto MN 55. Questions regarding these comments should be directed to Eric Lauer-Hunt, MnDOT Metro District Traffic at eric.lauer-hunt@state.mn.us or 651-234-7875.” Cates Industrial Park Finding of Facts and Record of Decision 8 Response: A camera will be added to the signal system at MN 55 and Willow Drive, as recommended for monitoring the TH 55 at Willow Drive intersection. MnDOT staff indicated in preliminary meetings that neither significant alteration of signal timing nor the addition of a second southbound left-turn lane on Willow Drive would be supported until Highway 55 is expanded to a four-lane configuration through Willow Drive. Additional study will be completed as part of the Comprehensive Plan amendment and/or with the site design and review process to determine if the local transportation system can support the proposed project and what improvements are necessary to mitigate potential impacts. The study will include review of site traffic distribution assuming Chippewa Road is extended ; inclusion of other anticipated developments in the area; analysis of interim design year phasing; analysis of access, lane configuration and traffic control mitigation alternatives on Willow Drive and Chippewa Road. Comment: “Permits: Any use of, or work within or affecting, MnDOT right of way will require a permit. Permits can be applied for at this site: https://olpa.dot.state.mn.us/OLPA/. Please upload a copy of this letter when applying for any permits. Please direct questions regarding permit requirements to Buck Craig of MnDOT’s Metro Permits Section at 651-775-0405 or Buck.Craig@state.mn.us.” Response: Comment noted. A MnDOT permit will be applied for if any use of, or work within or affecting, MnDOT right of way. 6) Elm Creek Watershed Management Commission, December 21, 2021 Comment: Future development on the project site shall conform to ECWMC rules and standards. A complete list of the Elm Creek WMC rules and standards can be viewed at Application Requirements – Elm Creek Watershed. Site development must meet these stormwater, wetlands, buffers, floodplains, and erosion control standards. Response: Comment noted. The site plan will comply with all City of Medina, Elm Creek Watershed Management, MPCA, county, and state rules for surface water management. Comment: Please be advised that the property immediately to the north, in Corcoran, includes Hennepin County Ditch #3 and a designated FEMA floodplain. This mapped FEMA floodplain is inconsistent with topography and future remapping efforts are likely to extend the FEMA mapping onto the proposed Cates Industrial Park site. Response: Comment noted. As site plans progress, the site development will conform to the applicable floodplain regulations and setbacks. FEMA designates the adjacent parcel as Flood Zone A. Zone A does not have a Base Flood Elevation or depth of flooding defined. The applicant will work with FEMA to Determine a BFE and use this information in determining whether the subject Cates Industrial Park Finding of Facts and Record of Decision 9 project will be impacted. The site will conform to the applicable floodplain regulations and setbacks. Comment: The cumulative effect of increased runoff volume is an emerging issue in the ECWMC due to rapid development and the construction of impervious issues on the landscape. Increased runoff volume is associated with increased flood risk for downstream communities and degradation of channel banks due to increased non-peak flows, aquatic species disturbance due to hydrologic regime changes, and the warming of stormwater runoff. Site soils show Hydrologic Soil Groups C and D, low and very low infiltration potential (high runoff potential). To the extent reasonable, the site design should limit increased annual runoff volume by using best management practices. Response: Comment noted. Per City of Medina Guidelines there is no allowable Increase in runoff rates for the 2-, 10-, and 100-year storm events. Proposed rates must be equal to or less than existing conditions. Volume control is required at a rate of 1.1 inches of runoff from the net new impervious surface, which is more stringent than state guidelines. Volume control onsite will be maximized to the extent feasible. Refer to the Medina Design Guidelines for Volume control credits when infiltration is not feasible. 7) City of Corcoran, January 27, 2022 Comment: When the City of Medina's draft 2040 Comprehensive Plan was made available for review in 2017, the City of Corcoran submitted a letter (dated June 22, 2017) that did not provide specific feedback on the parcels guided as "Future Development Area" other than a recommendation that the City of Medina consider modifying this area to allow development within the 20-year planning period to support regional sanitary sewer improvement. Additionally, the City of Corcoran noted that the areas between Willow Drive and Rolling Hills Road, to the east of Cates Ranch Industrial, were guided for Business and Rural Commercial which was inconsistent with the Existing Residential and Low-Density Residential designations immediately adjacent to the north in Corcoran. At that time, we asked for the City of Medina to consider requiring buffering between proposed industrial uses and the existing residential uses in Corcoran. This same scenario applies to the two parcels in the request, and we again ask the City of Medina to require buffering and screening to mitigate impacts from light and noise from industrial uses developed on Cates Ranch Industrial should the comprehensive plan amendment move forward. Response: Comment noted. Any future development request will be subject to relevant requirements related to buffering, landscaping, and lighting limitations. Comment: Also, in the letter to the City of Medina dated June 22, 2017, the City of Corcoran asked the City of Medina to consider extending the planned trail for a portion of Willow Drive to the north boundary to align with the City of Corcoran's own plan for a trail along Willow Drive. Since this time, the City of Corcoran has further contemplated an improvement project along Willow Drive that includes bituminous trail to the Medina border along the west side of the roadway. We recommend you require construction of Cates Industrial Park Finding of Facts and Record of Decision 10 the trail within Medina, or at a minimum preserve right-of-way to allow for a future trail connection. Response: Thank you for the comment. Any development will be subject to Subdivision review and the City will consider trail improvements when determining appropriate amount of right-of-way. Comment: Floodplain elevations indicate that a portion of the site has floodplain within the site, and the floodplain extends north into Corcoran. We request that the applicant be required to study this floodplain to define the Base Flood Elevation around this are a and ensure the development does not impact adjacent parcels. Response: Comment noted. Flood Zone A is shown on the adjacent property without a BFE. Currently FEMA does not show the subject property within Zone A. The applicant will work to determine the BFE for this area to determine if the proposed project has any floodplain impacts. If the subject property is shown to be within Zone A the site will be required conform to the applicable floodplain regulations and setbacks. Comment: Willow Drive to the north of Medina is a gravel road which is not able to support significant traffic from a proposed industrial development. We ask that all reasonable measures be implemented to ensure development traffic goes south to Highway 55. Response: Comment noted. See Response to MnDOT comments above (#5). In addition, as outlined in the EAW Traffic Study, Willow Drive will be paved up to the site boundary and right turn lanes will be provided at each site access. The City will consider other practices to limit traffic to the north including site design and signage. Comment: Our two cities have an interconnection of water systems at Wild Meadows and Ravinia along Hackamore Road for use during maintenance or emergencies. Although Corcoran is rural, we recommend a watermain stub be considered to the Corcoran boundary to serve as a future interconnect. Response: The City will discuss potential for interconnect with the City of Corcoran at the time of subdivision and site plan review if the project proceeds. 8) Minnesota Department of Administration State Archaeologist, January 25, 2022 Comment: I appreciate being given the opportunity to comment on the above listed project. Although no archaeological site is currently recorded within the proposed project area, and the majority of the project area has previously been cultivated, it does not mean archaeological sites are not preserved, intact beneath the plowzone. Therefore, I recommend a qualified archaeologist conduct a phase I reconnaissance survey to determine if the project could damage unrecorded archaeological sites, including archaeological sites from the historical period. The Minnesota Historical Cates Industrial Park Finding of Facts and Record of Decision 11 Society maintains a list of archaeologists at: http://www.mnhs.org/preservation/directory. Response: Comment noted. The proposer will conduct a phase I reconnaissance survey to determine if the project could damage any unrecorded archaeological sites. 2.4 Decision Regarding Need for an Environmental Impact Statement The City of Medina finds that the analysis completed for the EAW and the additional information considered in this document of findings of fact and conclusions are adequate to determine whether the project has the potential for significant environmental effects based on consideration of the four criteria identified in Minnesota Rules, part 4410, subpart 7. 2.4.1 Type, Extent and Reversibility of Impacts The City of Medina finds that the analysis completed for the EAW is adequate to determine whether the project has the potential for significant environmental effects. The EAW described the type and extent of impacts to the natural and built environment anticipated to result from the proposed project. Based on the EAW analysis and mitigation commitments, t he proposed project is not anticipated to result in substantial impacts. Any potential impacts would be subject to and mitigated by ongoing public regulatory authority. 2.4.2 Cumulative Potential Effects of Related or Anticipated Future Projects Cumulative effects result from the incremental impact of the proposed project when added to other past, present, and reasonably foreseeable future actions, regardless of what agency or person undertakes such other actions. Impacts from the residential development adjacent to the project site will be addressed via the regulatory permitting and approval processes and will be individually mitigated to ensure minimal cumulative impacts occur. 2.4.3 Extent to which the Environmental Effects are Subject to Mitigation by the Ongoing Public Regulatory Authority The mitigation of environmental impacts will be designed and implemented in coordination with regulatory agencies and will be subject to the plan approval and permitting process. Permits and approvals that have been obtained or may be required prior to project construction are shown below: Cates Industrial Park Finding of Facts and Record of Decision 12 Unit of Government Type of Application Status Local City of Medina Comprehensive Plan Amendment Applied for Rezoning To be applied for Preliminary and Final Plat To be applied for Site Plan Approval To be applied for Right-of-Way Permit To be applied for Building Permits To be applied for Erosion Control, Grading, and Stormwater Permit To be applied for Sewer and Water Permit To be applied for, if needed Wetland Conversation Act Replacement Plan Approval To be applied for Elm Creek Watershed District Watershed District Permit To be applied for Regional Metropolitan Council Comprehensive Plan Amendment To be applied for, if needed State Minnesota Department of Health Water Extension Permit To be applied for, if needed Minnesota Department of Natural Resources Water Appropriation Permit To be applied for, if needed Minnesota Pollution Control Agency Construction Site Stormwater Permit To be applied for Section 401 Water Quality Certification To be applied for, if needed Sanitary Sewer Extension Permit To be applied for, if needed Notice of Intent of Demolition To be applied for, if needed National Pollutant Discharge Elimination System (NPDES) permit To be applied for Minnesota Department of Transportation Right of Way Permit To be applied for, if needed Federal U.S. Army Corps of Engineers Section 404 Permit To be applied for, if needed 2.4.4 Extent to which Environmental Effects can be Anticipated and Controlled as a Result of Other Environmental Studies The City finds that the environmental effects of the project can be anticipated and controlled as a result of environmental review, regulatory procedures, and experience on similar projects. Cates Industrial Park Finding of Facts and Record of Decision 13 3. Conclusions and Record of Decision 1. All requirements for the environmental assessment worksheet of the proposed project have been met. 2. The EAW and the permit development processes related to the project have generated information that is adequate to determine whether the project has the potential for significant environmental effects. 3. Areas where potential environmental effects have been identified will be addressed during the final design of the project. If the project were to proceed, it would be subject to regulatory authority which will be sufficient to implement mitigation necessary to address potential environmental effects. Mitigation will be provided where impacts are expected to result from project construction, operation, or maintenance. Mitigation measures are incorporated into project design and have been or will be coordinated with state and federal agencies during the permit process. 4. Based on the criteria in Minnesota Rules, part 4410 .1700, the project does not have the potential for significant environmental effects. 5. An environmental impact statement is not required for the proposed project. Cates Industrial Park Finding of Facts and Record of Decision 14 Appendix A Agency Comments MINNESOTA STATE HISTORIC PRESERVATION OFFICE 50 Sherburne Avenue ▪ Administration Building 203 ▪ Saint Paul, Minnesota 55155 ▪ 651-201-3287 mn.gov/admin/shpo ▪ mnshpo@state.mn.us AN EQUAL OPPORTUNITY AND SERVICE PROVIDER February 2, 2022 Dusty Finke Planning Director City of Medina 2052 Co Rd 24 Medina, MN 55340 RE: EAW – Cates Industrial Park Medina, Hennepin County SHPO Number: 2022-0484 Dear Dusty Finke: Thank you for providing this office with a copy of the Environmental Assessment Worksheet (EAW) for the above-referenced project. Based on our review of the project information, we conclude that there are no properties listed in the National or State Registers of Historic Places, and no known or suspected archaeological properties in the area that will be affected by this project. Please note that this comment letter does not address the requirements of Section 106 of the National Historic Preservation Act of 1966 and 36 CFR § 800. If this project is considered for federal financial assistance, or requires a federal permit or license, then review and consultation with our office will need to be initiated by the lead federal agency. Be advised that comments and recommendations provided by our office for this state-level review may differ from findings and determinations made by the federal agency as part of review and consultation under Section 106. Please contact Kelly Gragg-Johnson, Environmental Review Program Specialist, at kelly.graggjohnson@state.mn.us if you have any questions regarding our review of this project. Sincerely, Sarah J. Beimers Environmental Review Program Manager January 31, 2022 Dusty Finke Planning Director City of Medina 2052 County Road 24 Medina, MN 55340 Re: Cates Industrial Park Environmental Assessment Worksheet Dear Dusty Finke: Thank you for the opportunity to review and comment on the Environmental Assessment Worksheet (EAW) for the Cates Industrial Park project (Project) in the city of Medina, Hennepin County, Minnesota. The Project consists of a new office and warehouse development. Regarding matters for which the Minnesota Pollution Control Agency (MPCA) has regulatory responsibility or other interests, the MPCA staff has the following comments for your consideration. Permits and Approvals (Item 8) • Please be aware, if the U.S. Army Corps of Engineers (USACE) 404 permit is required, the MPCA 401 Water Quality Certification must also be included and becomes an enforceable component of the associated federal license or permit. The scope of a Clean Water Act Section 401 certification is limited to assuring that a discharge from a federally licensed or permitted activity will comply with water quality requirements. Along with an Antidegradation Assessment, the 401 program recommends that the applicant meet with the MPCA in advance of requesting a 401 Water Quality Certification. The MPCA is the 401 certifying authority in the State of Minnesota. • In addition, in accordance with Minnesota Statutes, the Project should include the MPCA as a regulator of all surface waters as defined by MN Stat. § 115.01 subd. 22. Waters of the state. Even though there may be surface waters that are determined to be USACE non-jurisdictional, or exempt from the WCA, all surface waters are regulated by the MPCA and any surface water impact needs to be described in the application and may require mitigation. For further information about the 401 Water Quality Certification process, please contact Bill Wilde at 651-757-2825 or William.wilde@state.mn.us. Water Resources (Item 11) • If the 68.9 acre Project will disturb 50 or more acres and has the ability to discharge to the impaired North Bay of Peter Lake, the Stormwater Pollution Prevention Plan (SWPPP) will need to be submitted to MPCA for review and approval prior to issuance of the National Pollutant Discharge Elimination System/State Disposal System (NPDES/SDS) Construction Stormwater Permit (CSW Permit). Note that the SWPPP will require plans for additional Best Management Practices (BMPs), not mentioned in the EAW, during construction for runoff that ultimately discharges to the impaired water. Also, redundant down gradient sediment controls will be required if the construction must encroach the existing 50 ft. of natural buffer to the wetlands. Dusty Finke Page 2 January 31, 2022 • A volume reduction method must be considered first for management of stormwater runoff. In addition to the planned stormwater basins or potential infiltration areas, the Project proposer should also consider reducing stormwater volume through use of pervious pavements, stormwater reuse and green roofs on buildings, which also reduce energy consumption. • In addition, the Project proposer is strongly encouraged to plant deeper rooted native vegetation and trees instead of lawns on the 29.5 acres of open space to help absorb stormwater from the site as well as provide pollinator habitat. Please direct questions regarding CSW Permit requirements to Roberta Getman at 507-206-2629 or Roberta.Getman@state.mn.us. We appreciate the opportunity to review this Project. Please provide your specific responses to our comments and notice of decision on the need for an Environmental Impact Statement. Please be aware that this letter does not constitute approval by the MPCA of any or all elements of the Project for the purpose of pending or future permit action(s) by the MPCA. Ultimately, it is the responsibility of the Project proposer to secure any required permits and to comply with any requisite permit conditions. If you have any questions concerning our review of this EAW, please contact me by email at Karen.kromar@state.mn.us or by telephone at 651-757-2508. Sincerely, Karen Kromar This document has been electronically signed. Karen Kromar Project Manager Environmental Review Unit Resource Management and Assistance Division KK:rs cc: Dan Card, MPCA, St. Paul Roberta Getman, MPCA, Rochester Bill Wilde, MPCA, St. Paul February 3, 2022 Dusty Finke, Planning Director City of Medina 2052 County Road 24 Medina, MN 55340 RE: City of Medina- Environmental Assessment Worksheet (EAW) – Cates Industrial Park Metropolitan Council Review No. 22721-1 Metropolitan Council District No. 1 Dear Dusty Finke: The Metropolitan Council received the EAW for the Cates Industrial Park project in the City of Medina on December 28, 2021. The proposed project is located north of Highway 55 at Chippewa Road and Willow Drive. There is currently an existing farmstead on the site. The proposed project consists of approximately 664,500 square feet of office/warehouse uses. Development would include new infrastructure, including water service, sewer, stormwater, streets, and utilities. The staff review finds that the EAW is complete and accurate with respect to regional concerns and does not raise major issues of consistency with Council policies. An EIS is not necessary for regional purposes. We offer the following comments for your consideration. Item 9 – Land Use (Freya Thamman, 651-602-1322; Todd Graham, 651-602-1750) As the EAW notes, the site is currently guided as Future Development Area and staged for development post-2040. A comprehensive plan amendment is needed to reguide the site and stage for near-term development. Should the development proceed, employment in Medina will surpass the 2030 forecast, with the 2040 employment forecast also likely too low. The development would add three new buildings including 664,500 square feet of light industrial, warehouse, and office space. A communitywide employment forecast increase should accompany the amendment. If the development may employ as many as 500 or 600 jobs, Council staff advise adding +300 or +400 jobs to the current communitywide employment forecast. Council staff are responsible for maintaining forecast allocations to Transportation Analysis Zones (TAZs). Following approval of the amendment, Council staff would allocate the forecast increase to TAZ #913 for both the 2030 and 2040 decennial milestones. City staff are welcome to contact Council Research with any questions. Items 11– Water Resources - Wastewater (Roger Janzig, 651-602-1122) Although the Metropolitan Disposal System has adequate capacity for this project location, it is not currently included in the 2030 MUSA. As identified above, the Council will require an amendment to the guiding land use and staging plan for the site prior to extension of wastewater service. Page - 2 | February 3, 2022 | METROPOLITAN COUNCIL Item 18 – Transportation (Victoria Dan, 612-349-7648) The Cates Industrial Park development does not presently impact fixed route transit. As the City is aware, the Metropolitan Council in coordination with MnDOT have begun to study the feasibility of future bus rapid transit in the Trunk Highway 55 corridor between downtown Minneapolis and Medina. At this early stage, it is not clear what impacts, if any, the project may have on transit feasibility. This concludes the Council’s review of the EAW. The Council will not take formal action on the EAW. If you have any questions or need further information, please contact Michael Larson, Principal Reviewer, at 651-602-1407 or via email at Michael.Larson@metc.state.mn.us. Sincerely, Angela R. Torres, AICP, Manager Local Planning Assistance CC: Tod Sherman, Development Reviews Coordinator, MnDOT - Metro Division Judy Johnson, Metropolitan Council District 1 Freya Thamman, Sector Representative Michael Larson, Principal Reviewer Reviews Coordinator N:\CommDev\LPA\Communities\Medina\Letters\Medina 2022 Cates Industrial Park EAW OK w Comments Review 22721-1.docx Division of Ecological and Water Resources Transmitted by Email Region 3 Headquarters 1200 Warner Road Saint Paul, MN 55106 February 3, 2022 Dusty Finke, Planning Director City of Medina 2052 County Road 24 Medina, MN 55340 Dear Dusty Finke, Thank you for the opportunity to review the Cates Industrial Park EAW. The DNR respectfully submits the following comments for your consideration: 1. Page 7, Geology. The section should discuss the glacially deposited unconsolidated sediments that exist in this area and overlie the consolidated Paleozoic bedrock. The sediments appear to consist mostly of clay and are at least 150 feet thick. 2. Page 12, Stormwater. The DNR recommends that water from the stormwater ponds be used for irrigating the landscaping on the site. The use of stormwater from constructed stormwater features does not require a DNR Water Appropriation Permit. 3. Page 12, Stormwater. The planned increase in impervious surfaces will also increase the amount of road salt used in the project area. Chloride released into local lakes and streams does not break down, and instead accumulates in the environment, potentially reaching levels that are toxic to aquatic wildlife and plants. Consider promoting local business and city participation in the Smart Salting Training offered through the Minnesota Pollution Control Agency. There are a variety of classes available for road applicators, sidewalk applicators, and property managers. More information and resources can be found at this website. Many winter maintenance staff who have attended the Smart Salting training — both from cities and counties and from private companies — have used their knowledge to reduce salt use and save money for their organizations. We also encourage cities and counties to consider how they may participate in the Statewide Chloride Management Plan and provide public outreach to reduce the overuse of chloride. Here are some educational resources for residents as well as a sample ordinance regarding chloride use. 4. Page 13, Water Appropriation. Ditches border each of the parcels and connect to wetlands on the site. In addition to construction dewatering for utilities and footings, It should be noted that if there is a need to pump water to allow culverts to be placed for roa ds to cross the ditches, or to construct the wastewater lift station & associated sewer lines, then a DNR Water Appropriation Permit could be needed for the dewatering if the volume of water exceeds 10,000 gallons per day (or one million gallons of water per year). 5. Page 18, Rare Features. The DNR concurs that impacts to rare features are unlikely to occur as a result of this project. 6. Page 19, Rare Features. We appreciate that the development will use native seed mixes and plants in project stormwater features and landscaping in order to provide pollinator habitat. The Board of Soil and Water Resources’ website contains many great resources for choosing seed mixes and establishing native plants. Thank you again for the opportunity to review this document. Please let me know if you have any questions. Sincerely, Melissa Collins Regional Environmental Assessment Ecologist | Ecological and Water Resources Minnesota Department of Natural Resources 1200 Warner Road St. Paul, MN 55106 Phone: 651-259-5755 Email: melissa.collins@state.mn.us CC: Equal Opportunity Employer Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 An equal opportunity employer MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 February 2, 2022 Dusty Finke Planning Director City of Medina 2052 County Road 24 Medina, MN 55340 SUBJECT: MnDOT Review #CPA21-009 Cates Industrial Park CPA NE Quad MN 55 & Willow Drive Medina, Hennepin County Dear Mr. Finke: Thank you for the opportunity to review the plans for the Cates Industrial Park CPA. MnDOT has reviewed the documents and has the following comments: Traffic: A pan, tilt, zoom (PTZ) camera should be added to the signal system at MN 55 and Willow Dr as mitigation for the proposed development traffic, as it will enable MnDOT Signal Operations to monitor and adjust operations as needed. Fiber optic cable will be needed to connect the camera to the existing fiber network. Minor signal timing adjustments (ie lengthen cycle) may be considered. The connection of Chippewa Road to Arrowhead Dr is important to provide alternate routes onto MN 55. Questions regarding these comments should be directed to Eric Lauer-Hunt, MnDOT Metro District Traffic at eric.lauer-hunt@state.mn.us or 651-234-7875. Permits: Any use of, or work within or affecting, MnDOT right of way will require a permit. Permits can be applied for at this site: https://olpa.dot.state.mn.us/OLPA/. Please upload a copy of this letter when applying for any permits. Please direct questions regarding permit requirements to Buck Craig of MnDOT’s Metro Permits Section at 651-775-0405 or Buck.Craig@state.mn.us. Review Submittal Options MnDOT’s goal is to complete reviews within 30 calendar days. Review materials received electronically can be processed more rapidly. Do not submit files via a cloud service or SharePoint link. In order of preference, review materials may be submitted as: MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 1. Email documents and plans in PDF format to metrodevreviews.dot@state.mn.us. Attachments may not exceed 20 megabytes per email. Documents can be zipped as well. If multiple emails are necessary, number each message. 2. PDF file(s) uploaded to MnDOT’s external shared internet workspace site at: https://mft.dot.state.mn.usmetrodevreviews.dot@state.mn.us. Contact MnDOT Planning development review staff at for uploading instructions, and send an email listing the file name(s) after the document(s) has/have been uploaded. If you have any questions concerning this review, please contact me at (651) 234-7797. Sincerely, Cameron Muhic Senior Planner Copy sent via E-Mail: Buck Craig, Permits Lance Schowalter, Design Jason Swenson, Water Resources Eric Lauer-Hunt, Traffic Andrew Lutaya, Area Engineer Doug Nelson, Right-of-Way Michael Samuelson, Multimodal Jesse Thornsen, Multimodal Jason Junge, Transit Russell Owen, Metropolitan Council elm creek Watershed Management Commi ssion ADMINISTRATIVE OFFICE 3235 Fernbrook Lane Plymouth, MN 55447 PH: 763.553.1144 E-mail: judie@jass.biz CHAMPLIN • CORCORAN • DAYTON • MAPLE GROVE • M EDINA • PLYMOUTH • ROGERS December 21, 2021 City of Medina Mr. Dusty Finke, Planning Directory 2052 County Road 24 Medina, Minnesota 55340 Re: Medina Comprehensive Plan Amendment - Cates Industrial Park Dear Mr. Finke On behalf of the Elm Creek Watershed Management Commission (ECWMC), I would like to offer the comments below on the Medina Comprehensive Plan Amendment- Cates Industrial Park based on the Watershed’s purpose as defined in Minnesota Statutes 103B.210 and its goals identified in the 2015 Third Generation Plan: • Future development on the project site shall conform to ECWMC rules and standards. A complete list of the Elm Creek WMC rules and standards can be viewed at Application Requirements - Elm Creek Watershed. Site development must meet these stormwater, wetlands, buffers, floodplains, and erosion control standards. o Please be advised that the property immediately to the north, in Corcoran, includes Hennepin County Ditch #3 and a designated FEMA floodplain. This mapped FEMA floodplain is inconsistent with topography and future remapping efforts are likely to extend the FEMA mapping onto the proposed Cates Industrial Park site. o The cumulative effect of increased runoff volume is an emerging issue in the ECWMC due to rapid development and the construction of impervious issues on the landscape. Increased runoff volume is associated with increased flood risk for downstream communities and degradation of channel banks due to increased non-peak flows, aquatic species disturbance due to hydrologic regime changes, and the warming of stormwater runoff. Site soils show Hydrologic Soil Groups C and D, low and very low infiltration potential (high runoff potential). To the extent reasonable, the site design should limit increased annual runoff volume by using best management practices. Please contact me if you have any questions on this information. Sincerely Ross Mullen, Technical Advisor to the Commission Cc Jim Kujawa, ECWMC; Judie Anderson, ECWMC CITY OF CORCORAN A Hidden Gem Waiting To Be Discovered www.corcorannmgoa January 27, 2022 Dusty Finke City of Medina 2052 County Road 24 Medina, MN 55340-9790 RE: Comprehensive Plan Amendment for Cates Ranch Industrial Mr. Finke, Thank you for the opportunity to comment on the proposed Comprehensive Plan Amendment in reference to the property known as "Cates Ranch Industrial", located on Willow Drive, North of Highway 55. It is our understanding that this request will re -guide approximately 70 acres of land currently identified as "Future Development Area" to "Business" within the 2040 Comprehensive Plan for Medina. This change in land use guiding will allow for an Industrial Park Zoning designation, and three industrial buildings for warehouse or light manufacturing are anticipated as a result. The City of Corcoran has reviewed the materials received by the City on December 16, 2021, and offers the following comments: 1. When the City of Medina's draft 2040 Comprehensive Plan was made available for review in 2017, the City of Corcoran submitted a letter (dated June 22, 2017) that did not provide specific feedback on the parcels guided as "Future Development Area" other than a recommendation that the City of Medina consider modifying this area to allow development within the 20 -year planning period to support regional sanitary sewer improvement. Additionally, the City of Corcoran noted that the areas between Willow Drive and Rolling Hills Road, to the east of Cates Ranch Industrial, were guided for Business and Rural Commercial which was inconsistent with the Existing Residential and Low -Density Residential designations immediately adjacent to the north in Corcoran. At that time, we asked for the City of Medina to consider requiring buffering between proposed industrial uses and the existing residential uses in Corcoran. This same scenario applies to the two parcels in the request, and we again ask the City of Medina to require buffering and screening to mitigate impacts from light and noise from industrial uses developed on Cates Ranch Industrial should the comprehensive plan amendment move forward. Continued on the following page... Administrative Offices 8200 County Road 116 Corcoran, MN 55340 Phone: 763-420-2288 Police Department Offices 8200 County Road 116 Corcoran, MN 55340 Phone: 763-420-8966 Public Works Offices 9100 County Road 19 Corcoran, MN 55357 Phone: 763-420-2652 CITY OF CORCORAN A Hidden Gem Waiting To Be Discovered www.corcoraman.gov 2. Also, in the letter to the City of Medina dated June 22, 2017, the City of Corcoran asked the City of Medina to consider extending the planned trail for a portion of Willow Drive to the north boundary to align with the City of Corcoran's own plan for a trail along Willow Drive. Since this time, the City of Corcoran has further contemplated an improvement project along Willow Drive that includes bituminous trail to the Medina border along the west side of the roadway. We recommend you require construction of the trail within Medina, or at a minimum preserve right-of-way to allow for a future trail connection. 3. Floodplain elevations indicate that a portion of the site has floodplain within the site, and the floodplain extends north into Corcoran. We request that the applicant be required to study this floodplain to define the Base Flood Elevation around this area and ensure the development does not impact adjacent parcels. 4. Willow Drive to the north of Medina is a gravel road which is not able to support significant traffic from a proposed industrial development. We ask that all reasonable measures be implemented to ensure development traffic goes south to Highway 55. 5. Our two cities have an interconnection of water systems at Wild Meadows and Ravinia along Hackamore Road for use during maintenance or emergencies. Although Corcoran is rural, we recommend a watermain stub be considered to the Corcoran boundary to serve as a future interconnect. Please feel free to contact Interim City Administrator, Jessica Beise, with questions at jbeise corcoranmn.gov or 763-400-7029. Sincerely, Tom McKee //Jessica Beise Mayor / Interim City Administrator City of Corcoran City of Corcoran Copy: Kendra Lindahl, City Planner Natalie Davis McKeown, Planner City File Administrative Offices 8200 County Road 116 Corcoran, MN 55340 Phone: 763-420-2288 Police Department Offices 8200 County Road 116 Corcoran, MN 55340 Phone: 763-420-8966 Public Works Offices 9100 County Road 19 Corcoran, MN 55357 Phone: 763-420-2652 Letter 1 328 West Kellogg Blvd St Paul, MN 55102 OSA.Project.Reviews.adm@state.mn.us Date: 01/25/2022 Dusty Finke City of Medina 763-473-8846 dusty.finke@medinamn.gov Project Name: Cates Industrial Park Known or Suspected Cemeteries ☐ Platted Cemeteries ☐ Unplatted Cemeteries ☐ Burial File Notes/Comments I appreciate being given the opportunity to comment on the above listed project. Although no archaeological site is currently recorded within the proposed project area, and the majority of the project area has previously been cultivated, it does not mean archaeological sites are not preserved, intact beneath the plowzone. Therefore, I recommend a qualified archaeologist conduct a phase I reconnaissance survey to determine if the project could damage unrecorded archaeological sites, including archaeological sites from the historical period. The Minnesota Historical Society maintains a list of archaeologists at: http://www.mnhs.org/preservation/directory. Recommendations Letter 2 ☐ Not Applicable ☐ No Concerns ☐ Monitoring ☐ Phase Ia – Literature Review ☒ Phase I – Reconnaissance survey ☐ Phase II – Evaluation ☐ Phase III – Data Recovery If you require additional information or have questions, comments, or concerns please contact our office. Sincerely, Jennifer Tworzyanski Assistant to the State Archaeologist OSA Kellogg Center 328 Kellogg Blvd W St Paul MN 55102 651.201.2265 jennifer.tworzyanski@state.mn.us Resolution No. 2022-## March 1, 2022 Member _________ introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. 2022-## RESOLUTION APPROVING THE RESPONSE TO COMMENTS, FINDINGS OF FACT, AND RECORD OF DECISION FOR THE CATES INDUSTRIAL PARK EAW AND MAKING A NEGATIVE DECLARATION REGARDING THE NEED FOR AN ENVIRONMENTAL IMPACT STATEMENT WHEREAS, the city of Medina (the “City”) is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, Minnesota Rules 4410.4300 subpart 14, requires that an Environmental Assessment Worksheet be prepared for projects that involve construction of a new or expansion of an existing warehousing or light industrial facility equal to or in excess of 300,000 square feet; and WHEREAS, on December 22, 2021, the Cates Industrial Park Environmental Assessment Worksheet (the “EAW”) was completed relating to a proposed project to consist of a total of approximately 665,000 square feet of office/warehouse uses on the site and new infrastructure, including water service, sewer, stormwater, streets, and utilities; and WHEREAS, the City is the Responsible Government Unit for preparing the EAW for the project pursuant to above-stated Rules; and WHEREAS, on December 30, 2021, the City submitted a press release to the Crow River News announcing the completion of the EAW and its availability for public comment; and WHEREAS, by January 4, 2022, copies of the EAW were distributed to all persons and agencies on the official Environmental Quality Board (EQB) distribution list and other interested parties; and WHEREAS, on January 4, 2022, the EAW was publicly noticed in the EQB Monitor, commencing the 30-day public comment period; and WHEREAS, the 30-day comment period ended February 3, 2022 at 4:30 p.m., and the City accepted and responded to all written comments received in accordance with state requirements; and WHEREAS, none of the comments received recommended preparation of an Environmental Impact Statement (an “EIS) for the project; and WHEREAS, the proposed project requires an amendment to the City’s Comprehensive Plan and various other land use approvals for which the City maintains discretion and authority notwithstanding the EAW process or determination whether an EIS is required; and Resolution No. 2022-## 2 March 1, 2022 WHEREAS, the proposed project is also subject to relevant regulatory authority and review by various agencies related to mitigating potential environmental impacts during the review process; and WHEREAS, the City has prepared the Response to Comments, Findings of Fact, and Record of Decision dated March 1, 2022 related to the EAW, which is incorporated into this resolution as if fully set forth herein. NOW, THEREFORE BE IT RESOLVED, by the City Council of Medina, Minnesota that: 1. The EAW was prepared in compliance with the procedures of the Minnesota Environmental Policy Act and Minnesota Rules, Parts 4410.1000 to 4410.1700. 2. The EAW satisfactorily addressed the environmental issues for which existing information could have been reasonably obtained. 3. Based on the criteria established in Minnesota Rules 4410.1700, the proposed project does not have the potential for significant environmental effects. 4. The City adopts the Response to Comments, Findings of Fact, and Record of Decision for the Cates Industrial Park Environmental Assessment Worksheet (the “Record of Decision”) and directs the Planning Director to maintain the Record of Decision and to distribute it in accordance with the EQB rules. 5. Based upon the adopted Record of Decision, the City herby makes a “negative declaration” as it relates to the EAW and hereby determines that an Environmental Impact Statement is not required for the proposed project. Dated: March 1, 2022. __________________________________ Kathleen Martin, Mayor ATTEST: _______________________________________ Caitlyn Walker, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member ____________ and upon vote being taken thereon, the following voted in favor thereof: and the following voted against same: Whereupon said resolution was declared duly passed and adopted. Resolution No. 2022-## 3 March 1, 2022 EXHIBIT A Legal Description of the Property Lot 3, Block 1 and Outlot A, Cates Ranch, Hennepin County, Minnesota; And Lot 1, Block 1, Cates Ranch 2nd Addition, Hennepin County, Minnesota Huajie Deng – 2472 Parkview Dr. Page 1 of 3 March 1, 2022 Variance – ISTS Wetland Setback 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 SUBJECT: Huajie Deng – Variance from setback from ISTS to wetland – 2472 Parkview Drive (PID 1611823330002) – Public Hearing Summary of Request Jet Deng has requested a variance from the City’s minimum setback requirement for components of an individual subsurface sewage treatment system (ISTS, or septic system) to a wetland at 2472 Parkview Drive. The subject site is located at the northeast corner of County Road 24 and Parkview Drive. An aerial of the site and proposed ISTS location can be found below. MEMORANDUM Agenda Item #9A Huajie Deng – 2472 Parkview Dr. Page 2 of 3 March 1, 2022 Variance – ISTS Wetland Setback City Council Meeting Section 720.09 Subd. 5 requires that “Tanks and soil treatment and dispersal areas shall be setback a minimum of 75 feet from wetlands.” This requirement was enacted by the City as an additional requirement beyond the minimum state standard. The City has the authority to adopt more stringent requirements, but not less. State requirements do not include a minimum setback from wetland locations. The applicant proposes to add an addition on the home, adding a bedroom. Adding a bedroom requires expansion of the ISTS and the tanks also need to be updated. The existing tanks and soil treatment and dispersal area (mound) of the ISTS are approximately 30 feet from the wetland and do not currently meet the 75-foot setback. The new proposed tanks would be further from the wetland than the existing tanks. However, the proposed expansion of the mound would be approximately three feet closer to the wetland. Analysis The existing home and ISTS were constructed prior to the City adopting the wetland setback and the existing ISTS does not meet wetland setback requirements. The applicant proposes to increase the setback from the tanks to the wetland. Staff believes it would be reasonable to approve of the location of the tanks as proposed because the existing service line exits the home in this location and because the applicant proposes to increase the setback compared to the existing tanks. The applicant reviewed for other locations for the septic mound. The applicant’s designer indicates that locations near the home are either too steep or have been impacted by site construction. Alternative locations are over 500 feet from the home and in areas that are wooded. Section 720.21 states that the City Council has the authority to consider variances from certain requirements of the septic ordinance, including required setbacks to wetlands. The ordinance establishes the following criteria for reviewing variance requests for ISTS. Staff has provided potential findings for each criterion in italics: 1. The granting of the variance is in harmony with the general purpose and intent of this Section, and is in accordance with Minnesota Rules, Chapters 7080, 7081, and 7082. As noted above, the wetland setback is above and beyond the minimum Minnesota standard requirement. The applicant proposes to increase the setback for the tanks from the wetland, which is more in line with City requirements. Staff recommends a condition requiring additional monitoring of the system to serve the purpose and intent of the septic ordinance. 2. The City Council determines that the applicant has established there are practical difficulties in meeting the strict letter of this Section. The applicant has submitted a letter from their septic design describing the practical difficulties they have identified to locate an ISTS in a location meeting the wetland setback requirement. Huajie Deng – 2472 Parkview Dr. Page 3 of 3 March 1, 2022 Variance – ISTS Wetland Setback City Council Meeting 3. The condition causing the demonstrated difficulty is unique to the property and was not caused by the actions of applicant. Staff believes the physical conditions noted by the applicant (service line exiting home toward adjacent wetland, limitations related to steep slopes and impacted soils, and wooded site) are not common on other properties and were not caused by the applicant. 4. The granting of the variance will not be contrary to the public interest or damaging to the rights of other persons in the vicinity. Staff recommends a condition which allows the City to require more active or frequent monitoring or maintenance, if necessary, to reduce potential for impact impacts. The ordinance states “in granting a request for a variance, the City may attach such conditions as it deems necessary to conform to the purpose and intent of this Section and to protect the health, safety, and welfare.” Staff Recommendation Staff believes the request overall meets the criteria presented in this report. Staff recommends approval subject to the following conditions: 1. The owner shall have the ISTS inspected and assessed by an ISTS designer following three years of operation to determine whether additional monitoring and maintenance requirements shall be implemented to improve long-term operation of the ISTS. The owner shall submit record of this inspection and recommendations of the designer to the City. 2. The owner shall take necessary actions in the future as directed by the professional monitoring the ISTS, which may include, but is not limited to: a. adjusting dosing b. additional pumping c. maintenance 3. A permit for installation of the ISTS shall be obtained within one calendar year of approval of the variance. 4. The Applicant shall pay to the City a fee in the amount sufficient to pay for all costs associated with the review of the application for the variance. Potential Action The ISTS ordinance states that the City Council will hold a public hearing on any variance request for variance before taking action. Following the hearing, if the City Council finds that the variance criteria have been satisfied, the following action could be taken: Move to direct staff to draft a resolution approving the variance subject to the conditions noted in the staff report. Attachments 1. Comments from Building Official 2. Letter from Applicant’s designer 3. Septic Site Plan 1 Dusty Finke From:Todd Geske <tg@mwimn.com> Sent:Thursday, February 10, 2022 12:21 PM To:Dusty Finke Subject:Jet Deng property, drainfield location variance request Dusty,    Based upon the information provided from the septic designer Tristan Ende, I would approve the variance request to use  the existing location for the reconstruction and 15 foot (approximate) expansion of the mound/drainfield. Both the rock  bed and absorption area will be shifted to the west with a small portion extending east into the setback. A septic review  and permit is required for all reconstructive work prior to installation. Please let me know if you have any questions.    Metro West Inspections  689 North Medina St  Loretto, MN 55357  763-479-1720  24910 Territorial Road, Rogers, Minnesota 55374 • 763-428-4489 info@endeseptic.com • www.endeseptic.com ______________________________________________________________________________ Project: 2472 Parkview Drive Medina, MN A variance for a septic tank replacement and mound rockbed rebuild is being requested. The reason for the variance request is the layout of the property. There is a very large wetland that surrounds most of the property. The land to the south of the home has compacted vehicle trails and land slopes that exceed 15-20 percent which make building a new mound system nearly impossible. The only other possible usable portions of land are nearly 500 feet away from the home making the installation process impossible in addition some of the usable portions are too close to the County Roads. The property is surrounded with large, mature trees. A number of these trees would need to be cut down to accommodate room for a new system. Therefore the most logical conclusion is to place the new mound where the old mound was located by obtaining a variance to be within 50 feet of the wetland. Tristan Ende Ende Septic Service LIC#C9206 Conditional Use Permit Page 1 of 6 March 1, 2022 Abraham Accessory Dwelling Unit City Council Meeting TO: Mayor Martin and Members of the City Council FROM: Colette Baumgardner, Planning Intern; through Planning Director Finke DATE: February 14, 2022 MEETING: March 1, 2022, City Council SUBJECT: Conditional Use Permit for Accessory Dwelling Unit – 3003 Hamel Rd Public Hearing Summary of Request Rehkamp Larson Architects has submitted a request for a Conditional Use Permit (CUP) on behalf of the Abraham family to build an Accessory Dwelling Unit on their property at 3003 Hamel Rd. The Accessory Dwelling Unit (ADU) will have two bedrooms, a living space, a kitchen, and a two-car garage. The ADU will be built in conjunction with a new home on their property and will have compatible building materials and architectural style as the main house. MEMORANDUM Approximate Location of Home and ADU Agenda Item #9B Conditional Use Permit Page 2 of 6 March 1, 2022 Abraham Accessory Dwelling Unit City Council Meeting The subject property is 16.97 acres in size and is zoned Rural Residential. An aerial view of the property can be found on the previous page. The majority of the southern border of the property is on School Lake or its shoreland. The property is bordered to the north by Hamel Rd (County Rd 115). The neighboring property to the east is vacant and to the west is a single-family home. The lot is subject to the requirements of the Shoreland Overlay District because it is located adjacent to School Lake. The previous home and barn on the property were demolished in 2017, so the subject property is currently vacant. The proposed use would develop the property to have a single-family home and one accessory structure. Following is a comparison of the proposed ADU to the setback requirements of the RR district: RR Requirement Proposed Minimum Front Setback 50 feet 760 feet Minimum Side Setback 50 feet 206 feet (east) 244 feet (west) Minimum Rear Setback 50 feet 540 feet Minimum Setback from School Lake 150 feet 292 feet Maximum Hardcover (shoreland overlay district) 25% ~7% (with house/driveway) CUP Standards for Accessory Dwelling Units An ADU is an allowed conditional use within the Rural Residential zoning district, subject to the following review criteria (City Code Section 826.98, Subd. p). Staff has provided potential findings for each in italics. (i) No more than one accessory dwelling unit shall be located on a property. No accessory dwelling unit shall be permitted upon a property on which a lodging room or a second residential dwelling is located; The proposed ADU would be the only accessory dwelling on the property, and it would be an accessory to the single-family home. (ii) Accessory dwelling units within the SR (Suburban Residential), UR (Urban Residential), R1 (Single-Family Residential) or R2 (Two-Family Residential) zoning districts shall be attached to the principal single family structure; The property is zoned Rural Residential, so an ADU is permitted as an accessory structure. The ADU is connected to the principal building with a covered breezeway, so depending on construction of the breezeway, it will likely be considered “attached” to the principal building in this case. (iii) The lot shall contain an existing single-family dwelling unit; The applicant is proposing to construct a single-family dwelling and the ADU concurrently. Staff recommends a condition that the ADU becomes effective upon issuance of a Certificate of Occupancy for the home. Conditional Use Permit Page 3 of 6 March 1, 2022 Abraham Accessory Dwelling Unit City Council Meeting (iv) The habitable area of the accessory dwelling unit shall not exceed the lesser of the following: 1) 750 square feet for a one-bedroom unit; 2) 1,000 square feet for a two-bedroom unit; or 3) 40 percent of the habitable area of the principal single-family dwelling; The habitable area of the ADU is 908 square feet, and it is less than 40% the habitable area of the principal dwelling. (v) The accessory dwelling unit shall contain a minimum of 300 square feet of habitable space; The habitable area of the ADU is 908 square feet, which exceeds 300 square feet. (vi) The accessory dwelling unit shall contain no more than two bedrooms; The ADU contains two bedrooms. (vii) A minimum of one off-street parking space shall be provided per bedroom for the accessory dwelling unit. Such parking spaces shall not interfere with accessing the required garage spaces for the principal single-family dwelling; The ADU has two dedicated garage spaces that do not interfere with the principal structure garage. (viii) No separate driveway or curb cut shall be permitted to serve the accessory dwelling unit; The ADU shares a driveway with the principal dwelling. (ix) No accessory dwelling unit shall be sold or conveyed separately from the principal single-family dwelling; This is an on-going requirement, which staff recommends as a condition if approved. (x) The property owner shall occupy either the principal single-family dwelling or the accessory dwelling unit as their primary residence; This is an on-going requirement, which staff recommends as a condition if approved. The property owner intends to live in the principal structure and friends and family members will occupy the ADU when visiting. (xi) If the accessory dwelling unit is located within a structure detached from the principal single-family dwelling, the architectural design and building materials shall be of the same or higher quality and shall complement the single-family dwelling. Additionally, the structure shall meet the setback requirements of the principal structure and shall count towards the maximum number and building size of accessory structures permitted on a property; The ADU will be built at the same time as the principal dwelling, and the two structures are designed to be architecturally compatible with each other. The ADU meets the requirements for setbacks, and would be the only accessory structure on the property. Conditional Use Permit Page 4 of 6 March 1, 2022 Abraham Accessory Dwelling Unit City Council Meeting (xii) Adequate utility services shall be available to serve the accessory dwelling unit. This shall include adequate capacity within individual sewage treatment systems for both the principal single family dwelling and the accessory dwelling, where applicable. The application contained a design report for a new primary and secondary sewage treatment system. The design has been reviewed by the City Building Official, and it is expected to be adequate. (xiii) Any exterior stairway which accesses an accessory dwelling unit above the first floor shall be located in a way to minimize visibility from the street and, to the extent possible, from neighboring property. Such stairway shall incorporate a deck a minimum of 27 square feet in area; No exterior stairway is proposed. (xiv) The City Council may require compliance with any other conditions, restrictions or limitations it deems to be reasonably necessary to protect the single-family residential character of the surrounding area. A copy of the resolution approving an accessory dwelling unit and describing the conditions, restrictions and limitations on the use shall be recorded against the property. The Planning Commission and City Council may wish to discuss any additional limitations which are deemed appropriate. General Conditional Use Permit Standards In addition to the specific standards for both the accessory structures and the accessory dwelling unit noted above, the Planning Commission and City Council are to consider the following general criteria when reviewing all CUPs (City Code Section 825.39): 1. That the conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the immediate vicinity. Staff does not believe the ADU will be injurious to the use or enjoyment of other property nor will the CUP impair property values. 2. That the establishment of the conditional use will not impede the normal and orderly development of surrounding vacant property for uses predominant in the area. Staff does not believe the ADU will impede the normal and orderly development of surrounding vacant property. 3. That adequate utilities, access roads, drainage and other necessary facilities have been or are being provided. Staff recommends the provision of these facilities and compliance with City Engineer review comments as a condition, if approved. 4. That adequate measures have been or will be taken to provide sufficient off-street parking and loading space to serve the proposed use. Staff believes adequate parking exists on the property. Conditional Use Permit Page 5 of 6 March 1, 2022 Abraham Accessory Dwelling Unit City Council Meeting 5. That adequate measures have been or will be taken to prevent or control offensive odor, fumes, dust, noise and vibration, so that none of these will constitute a nuisance, and to control lighted signs and other lights in such a manner that no disturbance to neighboring properties will result. Staff does not believe an accessory dwelling structure would bring up these concerns, as they are more relevant for commercial uses. 6. The use, in the opinion of the City Council, is reasonably related to the overall needs of the City and to the existing land use. The proposed uses are listed as allowed conditional uses. 7. The use is consistent with the purposes of the zoning code and the purposes of the zoning district in which the applicant intends to locate the proposed use. Staff believes accessory dwelling units are consistent with the purposes of the zoning code and the RR zoning district. 8. The use is not in conflict with the policies of the City. Staff does not believe the proposed use is in conflict with the policies of the City. 9. The use will not cause traffic hazard or congestion. Staff does not believe the CUP would cause traffic or congestion concerns. 10. Existing businesses nearby will not be adversely affected by intrusion of noise, glare or general unsightliness. Staff does not believe the use would cause these concerns. 11. The developer shall submit a time schedule for completion of the project. The applicant intends to construct the new home later this year. 12. The developer shall provide proof of ownership of the property to the Zoning Officer. The City Attorney has not requested additional documentation with regards to ownership at this time. Planning Commission Recommendation The City has a relatively low amount of discretion regarding conditional use permits. If the proposal meets the specific and general standards discussed above, it should be approved. The City may impose additional conditions that the City Council considers necessary to protect the best interests of the community. The Planning Commission held a public hearing on the proposed CUP on February 8th. An excerpt from the draft meeting minutes is attached for reference. No members of the public submitted comments on the proposed CUP during the public hearing. The Planning Commissioners all expressed support for the project, and they did not propose any changes to the staff recommendation presented. Conditional Use Permit Page 6 of 6 March 1, 2022 Abraham Accessory Dwelling Unit City Council Meeting The Planning Commissioners and Staff recommend approval of the CUP, subject to the following conditions: 1) This conditional use permit shall be contingent upon construction of a new single-family home on the Property, and issuance of a Certificate of Occupancy. 2) The single-family dwelling and accessory dwelling unit may not be conveyed separately and shall at all times be under common ownership. 3) The property owner shall occupy either the principal single-family dwelling or the accessory dwelling unit as their primary residence. 4) The applicant shall address the comments of the City Engineer and obtain necessary permits from the City, Hennepin County, Minnehaha Creek Watershed, and other relevant agencies. 5) Grading, drainage, and erosion control plans shall be subject to review and approval by the City Engineer prior to commencing construction. 6) The application shall meet the requirements of the wetland protection ordinance, including provisions for recordation of easements, planting of appropriate vegetation and installation of required signs. 7) The property owner shall abide by all conditions of Medina City Code Section 826.98, Subd. 2(p). 8) The Applicant shall pay to the City a fee in the amount sufficient to pay for all costs associated with the review of the application for the Conditional Use Permit. Potential Action If the City Council finds that the proposed CUP is consistent with City objectives and intends to act at the March 15 meeting, the following actions could be taken:  Move to direct staff to draft a resolution approving the Conditional Use Permit based upon the findings and subject to the conditions described in the staff report. Attachments 1. Excerpt from 2/8/2022 Planning Commission minutes 1.2.Applicant narrative 2.3.Applicant description of compliance with Conditional Use Permit Application requirements 3.4.Site Plan/Building Plans Medina Planning Commission Excerpt from Draft 2/8/2022 Minutes 1 Public Hearing – Rehkamp Larson on Behalf of Chad and MT Abraham – 3003 Hamel Road – Conditional Use Permit for Construction of Accessory Dwelling Unit – PID 1611823210007 Baumgardner presented an application for a Conditional Use Permit (CUP) to construct a two- bedroom accessory dwelling unit (ADU) and provided details on the subject site. She provided renderings of the proposed ADU noting that there will be two dedicated garage stalls for the ADU. She reviewed the specific conditions related to an ADU and noted that staff believes that all general conditions are met within the proposal. She reviewed the staff recommended conditions and stated that staff recommends approval of the request. Popp asked for details on a well and whether that is included in the utilities. Baumgardner confirmed that would be included in the review process by the City Engineer. Ryan Bicek, representing the applicant, stated that he was present to address any questions. He stated that the ADU will be constructed with the main house for the purpose of using it as a guest house. Nielsen opened the public hearing at 7:19 p.m. No comments. Nielsen closed the public hearing at 7:20 p.m. The Commission members expressed support for the project and had no additional questions. Nielsen asked and received confirmation that the applicant agrees with the conditions as recommended by staff. Motion by Piper, seconded by Jacob, to recommend approval of the Conditional Use Permit with the conditions noted by staff. A roll call vote was performed: Grajczyk aye Jacob aye Piper aye Popp aye Rhem aye Sedabres aye Nielsen aye Motion carries unanimously. Guest House Conditional Use Permit 3003 Hamel Road, Medina, MN January 28, 2022 Along with the design and construction of a new house at 3003 Hamel Road, a Conditional Use Permit for an Accessory Dwelling Unit (Guest House) is being requested for this property. This Guest House will have two bedrooms/living spaces and will meet all the City of Medina’s requirements relating to Accessory Dwelling Units. The Guest House will be located directly adjacent to the Main House and has been designed with massing, proportions, and materials that will visually tie the buildings together. Thank you Abraham Guest House Conditional Use Permit Application 3003 Hammel Road, Medina, MN January 7, 2022 Accessory Dwelling unit requirement summary for 3003 Hammel Road, Medina MN (i)This will be the only accessory dwelling unit located on the property (ii) This dwelling unit is not in UR, R1, or R2 zoning districts so requirement to be attached does not apply. (iii) This will be built along with a principle single family dwelling unit. (iv) The habitable area of the accessory dwelling unit shall not exceed 1000 sf as it will be a 2 Bedroom unit. Refer to drawings showing the square footages that apply. (v) The accessory unit contains more than 300 SF of habitable space (908 SF of habitable space) as shown on the drawings. (vi) This accessory dwelling unit contains 2 bedrooms as shown on the drawings. (vii) The design has 2+ parking spaces so meets the 1 off street parking space per bedroom rule and will not interfere with accessing the required garage spaces for the principle single family dwelling. This is shown on the Site plan A01 and A02. (viii) This accessory dwelling unit will not have a 2nd driveway (ix) This accessory dwelling will be used as guest house so will not be sold or conveyed separately from the principle single family dwelling. (x) The property owner will occupy the principle single family dwelling unit. (xi) This accessory dwelling unit meets all setbacks required for the principle structure and also compliments the design of the principle dwelling by matching materials, Architectural proportions, and design elements. See 3D model views on A08 and exterior elevation drawings. (xii) Adequate utility services are being planned for and will be available to serve the accessory dwelling unit including septic system that will be designed to adequately meet the needs of both the principle single family dwelling and the accessory dwelling unit. (xiii) There is no exterior stairway to the accessory dwelling unit. Medina City Code 826. Zoning – District Provisions 826. Zoning – District Provisions Page 74 of 78 (vii) a grading plan shall be submitted and approved by the City in accordance with the recommendations of the University of Minnesota Extension Service and approved by the City Engineer. Said plan shall clearly demonstrate that storm water runoff from the hard surfaces on the property is directed away from the stable areas and manure containment facilities, and surrounding wetlands, streams or lakes (if any) and the site must maintain these drainage patterns to the satisfaction of the City; (viii) the site shall install runoff retention and vegetative infiltration systems, consistent with the recommendations of the University of Minnesota Extension Service and as approved by the City, down slope from the stables and manure containment area. The vegetation adjacent to any wetlands shall be subject to the city’s wetland protection ordinance; (ix) diligent effort shall be made to prevent the cribbing of trees in or near pastures, and efforts to maintain grass in the pastures by limiting use thereof as appropriate and by providing supplemental feed to prevent over grazing by instituting a pasture management program in accordance with the recommendation of the University of Minnesota Extension Service and as approved by the City; and (x) the city council may require compliance with any other conditions, restrictions or limitations it deems to be reasonably necessary to protect the residential character of the neighborhood. (p) Accessory Dwelling Units. (i) No more than one accessory dwelling unit shall be located on a property. No accessory dwelling unit shall be permitted upon a property on which a lodging room or a second residential dwelling is located; (ii) Accessory dwelling units within the SR (Suburban Residential), UR (Urban Residential), R1 (Single-Family Residential) or R2 (Two-Family Residential) zoning districts shall be attached to the principal single family structure; (iii) The lot shall contain an existing single-family dwelling unit; (iv) The habitable area of the accessory dwelling unit shall not exceed the lesser of the following: 1) 750 square feet for a one-bedroom unit; 2) 1,000 square feet for a two-bedroom unit; or 3) 40 percent of the habitable area of the principal single-family dwelling; (v) The accessory dwelling unit shall contain a minimum of 300 square feet of habitable space; (vi) The accessory dwelling unit shall contain no more than two bedrooms; Medina City Code 826. Zoning – District Provisions 826. Zoning – District Provisions Page 75 of 78 (vii) A minimum of one off-street parking space shall be provided per bedroom for the accessory dwelling unit. Such parking spaces shall not interfere with accessing the required garage spaces for the principal single-family dwelling; (viii) No separate driveway or curb cut shall be permitted to serve the accessory dwelling unit; (ix) No accessory dwelling unit shall be sold or conveyed separately from the principal single-family dwelling; (x) The property owner shall occupy either the principal single-family dwelling or the accessory dwelling unit as their primary residence; (xi) If the accessory dwelling unit is located within a structure detached from the principal single-family dwelling, the architectural design and building materials shall be of the same or higher quality and shall complement the single-family dwelling. Additionally, the structure shall meet the setback requirements of the principal structure and shall count towards the maximum number and building size of accessory structures permitted on a property; (xii) Adequate utility services shall be available to serve the accessory dwelling unit. This shall include adequate capacity within individual sewage treatment systems for both the principal single family dwelling and the accessory dwelling, where applicable. (xiii) Any exterior stairway which accesses an accessory dwelling unit above the first floor shall be located in a way to minimize visibility from the street and, to the extent possible, from neighboring property. Such stairway shall incorporate a deck a minimum of 27 square feet in area; and (xiv) The city council may require compliance with any other conditions, restrictions or limitations it deems to be reasonably necessary to protect the single-family residential character of the surrounding area. A copy of the resolution approving an accessory dwelling unit and describing the conditions, restrictions and limitations on the use shall be recorded against the property. Amendment History of this Section November 5, 1985 – Ord. 224 – Added Section 826.26 and Subd. 3 of Section 826.01, establishing the Rural Residential 1 Zoning District. THE ABRAHAM FARMHOUSE 3003 Hamel Road, Medina, MN GENERAL NOTE: FULL-SIZE SET: 24" x 36" SHEETS- SCALE AS NOTED @ EACH DWG. HALF-SIZE SET: 11" x 17" SHEETS- SCALE IS 1/2 OF NOTED @ EACH DWG. Owners: Chad and Mikki Abraham 2920 Fox Street Orono, MN 55356 Architect: Rehkamp Larson Architects Inc. 2732 West 43rd Street Minneapolis, MN 55410 t. 612.285.7275 Contacts: Jean Rehkamp Larson, AIA jean@rehkamplarson.com Ryan Bicek, AIA ryan@rehkamplarson.com CONTACTS Landscape Architect: Keenan Sveiven 15119 Minnetonka Boulevard Minnetonka, MN 55345 Contact: Kevin Keenan kevin@kslandarch.com t. 952.475.1229 c. 612.328.2560 DRAWING INDEX Interior Designer: Brooke Voss 530 N 3rd Street Studio 320 Minneapolis, MN 55401 t. 763.227.0008 Contacts: Brooke Voss brooke@brookevossdesign.com Structural Engineer: Bunkers & Associates, LLC Structural Engineers 6687 Forest Street Farmington, MN 55024 t. (651) 366.2853 Contact: Eric Bunkers, P.E. A00 A01 A02 A08 A10 A10.3 A11 A11.3 A13 A20 A21 A27 TITLE SHEET SITE DIAGRAM SITE DIAGRAM PRELIMINARY 3D VIEWS LOWER LEVEL REFERENCE PLAN LOWER LEVEL DETAILED PLAN MAIN LEVEL PLAN REFERENCE PLAN MAIN LEVEL DETAILED PLAN ROOF PLAN REFERENCE EXTERIOR ELEVATIONS REFERENCE EXTERIOR ELEVATIONS REFERENCE GUEST EXTERIOR ELEVATIONS- DETAILED FOR CONDITIONAL USE PERMIT APPLICATION FOR 2 BEDROOM GUEST HOUSE (ADU) Builder Streeter & Associates Deephaven Office 18312 Minnetonka Blvd. Wayzata, MN 55391 t: (952) 449-9448 Contacts: Nate Wissink nwissink@streeterhomes.com t: (952) 346-2488 c: (612) 250-0829 Contact Josh Swanson jswanson@streeterhomes.com c: (612) 799-7620 RE H K A M P L A R S O N A R C H I T E C T S I N C . 27 3 2 W e s t 4 3 r d S t r e e t , M p l s , M N 5 5 4 1 0 Te l . 6 1 2 - 2 8 5 - 7 2 7 5 DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER: Ab r a h a m F a r m h o u s e 30 0 3 H a m e l R o a d Med i n a , M N JANUARY 7, 2022 CONDITIONAL USE PERMIT SET 21-004 CO N D I T I O N A L U S E P E R M I T _ J A N U A R Y 7 , 2 0 2 2 A00 TITLE SHEET RB, JRL TH E A B R A H A M P R O P E R T Y 216'-11" 82'-8" PR O P O S E D MA I N L E V E L AT 1 0 5 2 PROPOSED GUEST HOUSE (ADU) PROPOSED HOUSE RE H K A M P L A R S O N A R C H I T E C T S I N C . 27 3 2 W e s t 4 3 r d S t r e e t , M p l s , M N 5 5 4 1 0 Te l . 6 1 2 - 2 8 5 - 7 2 7 5 DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER: Ab r a h a m F a r m h o u s e 30 0 3 H a m e l R o a d Med i n a , M N JANUARY 7, 2022 CONDITIONAL USE PERMIT SET 21-004 CO N D I T I O N A L U S E P E R M I T _ J A N U A R Y 7 , 2 0 2 2 SITE DIAGRAM JRL DN DN UP DN DN 2 DN 15 30 DN 2 216'-11" 82'-8" DN DN UP DN DN 2 DN 15 30 DN 2 PROPOSED MAIN LEVEL AT 1052 PROPOSED GUEST HOUSE (ADU) PROPOSED HOUSE RE H K A M P L A R S O N A R C H I T E C T S I N C . 27 3 2 W e s t 4 3 r d S t r e e t , M p l s , M N 5 5 4 1 0 Te l . 6 1 2 - 2 8 5 - 7 2 7 5 DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER: Ab r a h a m F a r m h o u s e 30 0 3 H a m e l R o a d Med i n a , M N JANUARY 7, 2022 CONDITIONAL USE PERMIT SET 21-004 CO N D I T I O N A L U S E P E R M I T _ J A N U A R Y 7 , 2 0 2 2 SITE DIAGRAM JRL 1 3D VIEWS 3D VIEWS RE H K A M P L A R S O N A R C H I T E C T S I N C . 27 3 2 W e s t 4 3 r d S t r e e t , M p l s , M N 5 5 4 1 0 Te l . 6 1 2 - 2 8 5 - 7 2 7 5 DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER: Ab r a h a m F a r m h o u s e 30 0 3 H a m e l R o a d Med i n a , M N JANUARY 7, 2022 CONDITIONAL USE PERMIT SET 21-004 CO N D I T I O N A L U S E P E R M I T _ J A N U A R Y 7 , 2 0 2 2 UP 32STORAGE 006 32 32 UP 32 36 32 BEDROOM 2 002 MECH ROOM 006 BATHROOM 004 4'-6" 5' - 8 " 3'-2" 10 ' - 8 " 18'-11" 32 CLOSET 003 18'-11" ELEVATOR 008 LOWER STAIR 007 TILE FLOOR DRAIN LAUNDRY 005 POLISHED RUBBER CONCRETE ELEVATOR HALL 009 LOWER STAIR HALL 001 STAIR UNEXCAVATED 006a 008a 003a 004a 004b 004c 005a 006a 006b 005a STONE THESE WALLS AT INTERIOR BE N C H W D BE N C H ASSUME GYP. BOARD WALLS MA T C H L I N E MATCH LINE MA T C H L I N E K 32 002a 275 SF 14 ' - 4 " HABITABLE SPACE FOR ADU ON THIS LEVEL= 275 SF 7' - 6 " 7' - 6 " 25 ' - 0 " 14 ' - 0 " 25 ' - 0 " A B C D A2 4 A21 1 A31 2 A31 RE H K A M P L A R S O N A R C H I T E C T S I N C . 27 3 2 W e s t 4 3 r d S t r e e t , M p l s , M N 5 5 4 1 0 Te l . 6 1 2 - 2 8 5 - 7 2 7 5 DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER: Ab r a h a m F a r m h o u s e 30 0 3 H a m e l R o a d Med i n a , M N JANUARY 7, 2022 CONDITIONAL USE PERMIT SET 21-004 CO N D I T I O N A L U S E P E R M I T _ J A N U A R Y 7 , 2 0 2 2 LOWER FLOOR PLAN RB, JRL 1 LOWER LEVEL FLOOR PLAN 1/4" = 1'-0" 24x36 1/8" ON 11x17 = 1'-0" GENERAL NOTES: 1. PLAN DIMENSIONS ARE TO FACE OF SHEATHING OR FACE OF CONCRETE WALLS @ EXTERIOR WALLS. 2. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED @ CL OR OTHERWISE. 3. COORDINATE ALL MECHANICAL OPENINGS IN WALLS, FLOORS, CEILINGS, ROOFS OR OTHERWISE W/ ARCHITECT & OWNER. 4.CONTRACTOR TO COORDINATE ALL MAIN PLUMBING DRAINS/VENTS WITH TRUSS LAYOUT. 5. CONTRACTOR TO PROVIDE MILLWORK SHOP DRAWINGS FOR OWNER/ ARCHITECT REVIEW PRIOR TO MILLWORK FABRICATION. 6. NO SPRAY TEXTURED OR KNOCK DOWN CEILINGS 7. ALL KITCHEN CABINETS TO GO FULL HEIGHT TO CEILING U.N.O. 8. COORDINATE LOCATION OF ALL EXTERIOR METER/EQUIPMENT (GAS, ELEC, ETC.) W/ OWNER AND ARCHITECT. 9. PROVIDE ACOUSTIC BATT INSULATION IN WALLS AROUND ALL BEDROOMS, BATHROOMS, LAUNDRY, ETC. AND IN FLOORS BETWEEN LEVELS. 10.TEMPERED GLASS TO BE PROVIDED IN ALL WINDOWS & DOORS WHERE REQUIRED BY CODE DN 11'-4" 4'-41 2" 3' - 7 " 3'-7" 6'-0" 3' - 6 " 14'-0" 15 ' - 2 " 21'-0" 8' - 7 " UPDN 71 . 5 " x 3 9 . 5 " x 3 0 . 5 " t a l l K FILES STONE STONE STONE 8'-47 8"8'-47 8" 8'-47 8" 8'-6"8'-6" 26'-0" GAS FP 31 2" 8'-55 8"8'-1" WOOD WOOD FLOOR WOOD WOOD STONE/TILE WOOD TILE WOOD WINDOW SEAT FLOOR DRAIN FLOOR DRAIN CURBLESS SHOWER 101a 105a 105b 106a 103a 107a 101a 109a 108a 108b COAT CLOSET BUILT IN SHELVES BENCH W/ HOOKS COAT CLOSET REF. 30" VFY SIZE DW TRASH/ REC. BALCONY 24 ' - 6 " 4'-6" 4'-0"4'-0" 4' - 0 " OSE BIB HOSE BIB HOSE BIB 4'-10" 8' - 2 " 6' - 6 " 10 ' - 3 " 2' - 0 " 16'-6" 15 ' - 0 " STONE BENCH- OPEN TO STAIR STEEL BAR STOCK AND WOOD COMBO RAILING- DESIGN TBD STONE WALLS STONE WALLS STONE WALLS 5' - 1 0 " 3'-61 2" 6' - 9 " 9'-4" BUILT-IN UNDER WINDOWS BUILT-IN UNDER WINDOWS CONCRETE ASSUME EPOXY IPE DECKING DRAWER MIC. 12 ' - 0 " MATCH LINE MA T C H L I N E 32 48 36 32 32 36 ENTRY 101 MIKKI'S OFFICE ELEVATOR 109 STAIR 102 LIVING ROOM 103 GUEST KITCHEN 102 GUEST BATH 105 GUEST BEDROOM 106 MUDROOM 107 GUEST GARAGE 108 STAIR HALL 104 PANTRY 111 36" REF. 168 SF FOR BEDROOM SPACE 465 SF FOR KITCHEN AND LIVING ROOM DN 2 ENTRY HALL 101 8'-47 8" 4'-10" 16'-2" 14 ' - 9 " HABITABLE SPACE FOR ADU ON THIS LEVEL= 168 SF + 465 SF= 633 SF 7' - 6 " 7' - 6 " 25 ' - 0 " 14 ' - 0 " 25 ' - 0 " A2 4 A21 1 A31 2 A31 RE H K A M P L A R S O N A R C H I T E C T S I N C . 27 3 2 W e s t 4 3 r d S t r e e t , M p l s , M N 5 5 4 1 0 Te l . 6 1 2 - 2 8 5 - 7 2 7 5 DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER: Ab r a h a m F a r m h o u s e 30 0 3 H a m e l R o a d Med i n a , M N JANUARY 7, 2022 CONDITIONAL USE PERMIT SET 21-004 CO N D I T I O N A L U S E P E R M I T _ J A N U A R Y 7 , 2 0 2 2 MAIN LEVEL FLOOR PLAN RB, JRL 1 MAIN LEVEL FLOOR PLAN 1/4" = 1'-0" 24x36 1/8" ON 11x17 = 1'-0" GENERAL NOTES: 1. PLAN DIMENSIONS ARE TO FACE OF SHEATHING OR FACE OF CONCRETE WALLS @ EXTERIOR WALLS. 2. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED @ CL OR OTHERWISE. 3. COORDINATE ALL MECHANICAL OPENINGS IN WALLS, FLOORS, CEILINGS, ROOFS OR OTHERWISE W/ ARCHITECT & OWNER. 4.CONTRACTOR TO COORDINATE ALL MAIN PLUMBING DRAINS/VENTS WITH TRUSS LAYOUT. 5. CONTRACTOR TO PROVIDE MILLWORK SHOP DRAWINGS FOR OWNER/ ARCHITECT REVIEW PRIOR TO MILLWORK FABRICATION. 6. NO SPRAY TEXTURED OR KNOCK DOWN CEILINGS 7. ALL KITCHEN CABINETS TO GO FULL HEIGHT TO CEILING U.N.O. 8. COORDINATE LOCATION OF ALL EXTERIOR METER/EQUIPMENT (GAS, ELEC, ETC.) W/ OWNER AND ARCHITECT. 9. PROVIDE ACOUSTIC BATT INSULATION IN WALLS AROUND ALL BEDROOMS, BATHROOMS, LAUNDRY, ETC. AND IN FLOORS BETWEEN LEVELS. 10.TEMPERED GLASS TO BE PROVIDED IN ALL WINDOWS & DOORS WHERE REQUIRED BY CODE 51 X 105 51 X 60 28 X 35 28 X 3528 X 3528 X 3528 X 35 36 X 59 36 X 59 36 X 59 36 X 59 36 X 59 36 X 59 36 X 59 36 X 59 36 X 59 64 X 24 64 X 67 36 X 63 36 X 55 69 X 24 69 X 67 36 X 55 70 X 67 70 X 24 36 X 39 58 X 63 8/0 X 7/10 015a 003a 003b 003c 004a 004b 004c 004d 005a 005b 119h 119i 119j 119e 119f 119g 119k 107a 108e 108f 108g 108h 108i 108j 108n108m108k 106a 105a 105b 105c 105d 105e 104c 104d 104b104a 002d 212d 212e 214a 213a 205f 205a 205b 205c 205d 205e 205g 205h 205i 205j 206a 206b 206c 103F 51 X 6050 X 60 50 X 60 50 X 60 50 X 105 50 X 105 50 X 105 51 X 105 ARCADIA STEEL ARCADIA STEEL ARCADIA STEEL ARCADIA STEEL ARCADIA STEEL ARCADIA STEEL ARCADIA STEEL ARCADIA STEEL ARCADIA STEEL ARCADIA STEEL DECORATIVE CUPOLA WITH VENTS DECORATIVE CUPOLA WITH VENTS METAL STANDING SEAM ROOFING-RED METAL STANDING SEAM ROOFING-RED CEDAR SHINGLES PHANTOM SCREENS SCREENS SCREENS SCREENS SCREENS VERTICAL T&G BARN WOOD- RED EGRESS HORIZONTAL RECLAIMED SHIPLAP BARN WOOD- RED 8' - 1 0 " 5" 4' - 7 1 2" 7' - 0 " 9 12 7' - 9 " 7' - 1 0 1 2" 19 ' - 8 " 29 ' - 9 " 18 ' - 9 " 8 12 STONE 18 ' - 9 " T.O. MAIN SUBFLOOR EL. T.O. LOWER FLR. SLAB EL: T.O.PL. TYPICAL EL. 1' - 8 3 4" 8' - 6 1 2" 10 ' - 1 1 8" T.O. FOUNDATION EL. T.O. UPPER SUBFLOOR EL. T.O.PL. TYPICAL EL. 1' - 6 3 4" 8' - 1 1 8" 32 X 37 32 X 37 32 X 39 69 X 24 69 X 67 36 X 57 36 X 57 36 X 57 36 X 57 36 X 57 36 X 57 67 X 24 67 X 67 3/0 X 8/0 3/0 X 8/0 123b 123c 120c 119a 119b 119c 119d 108a 108c 108d 108b 209b 209c 209d 212a 212b 212c 108R 108S ARCADIA STEEL ARCADIA STEEL ARCADIA STEEL ARCADIA STEEL PHANTOM SCREENS STEEL BAR STOCK HORIZONTAL RAILING DECORATIVE CUPOLA WITH VENTS DECORATIVE CUPOLA WITH VENTS CEDAR SHINGLES CEDAR SHINGLES METAL STANDING SEAM ROOFING WB FIREPLACE PHANTOM SCREENS SCREENSSCREENS SCREENS VERTICAL T&G BARN WOOD- GRAY VERTICAL T&G RECLAIMED BARN WOOD- GRAY 6' - 6 " 7' - 0 " 8' - 0 " 8' - 0 1 2" 7' - 2 1 2" AT BAR WINDOW WALL BEYOND ASSUME (4) 24X48 WINDOW PANELS THAT ARE BIFOLD. SO 2 EACH SIDE. 10 ' - 1 1 1 2" 20 ' - 5 " T.O. MAIN SUBFLOOR EL. T.O. LOWER FLR. SLAB EL: T.O.PL. TYPICAL EL. 1' - 8 3 4" 8' - 6 1 2" 10 ' - 1 1 8" T.O. FOUNDATION EL. T.O. UPPER SUBFLOOR EL. T.O.PL. TYPICAL EL. 1' - 6 3 4" 8' - 1 1 8" RE H K A M P L A R S O N A R C H I T E C T S I N C . 27 3 2 W e s t 4 3 r d S t r e e t , M p l s , M N 5 5 4 1 0 Te l . 6 1 2 - 2 8 5 - 7 2 7 5 DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER: Ab r a h a m F a r m h o u s e 30 0 3 H a m e l R o a d Med i n a , M N JANUARY 7, 2022 CONDITIONAL USE PERMIT SET 21-004 CO N D I T I O N A L U S E P E R M I T _ J A N U A R Y 7 , 2 0 2 2 EXTERIOR ELEVATIONS RB, JRL 1 EXTERIOR ELEVATIONS 1/8" = 1'-0" 24x36 1/16" ON 11x17 = 1'-0" 2 EXTERIOR ELEVATIONS 1/8" = 1'-0" 24x36 1/16" ON 11x17 = 1'-0" 36 X 45 28 X 35 28 X 35 28 X 35 28 X 35 28 X 35 36 X 51 36 X 51 28 X 33 28 X 33 36 X 45 32 X 37 32 X 37 60 X 67 60 X 67 51 X 63 108c 103d 103e 102a 102b 123a 117a 118a 120a 120b 207a 208a 203a 203b 203c 203d 203e 203f 203g 203h 203i 203j 210a 210b 209a ARCADIA STEEL ARCADIA STEEL DECORATIVE CUPOLA WITH VENTS DECORATIVE CUPOLA WITH VENTS METAL STANDING SEAM ROOFING-RED CEDAR SHINGLES VERTICAL T&G RECLAIMED BARN WOOD- WEATHERED RED VERTICAL T&G RECLAIMED BARN WOOD- GRAY HORIZONATL SHIPLAP BARN WOOD- GRAY VERTICAL T&G BARN WOOD- GRAY HORIZONTAL RECLAIMED SHIPLAP BARN WOOD- RED CUSTOM WD. DOOR RECLAIMED BARNWOOD TRIM, FASCIA, SOFFITS, RAFTER TAILS 7' - 2 1 2" 7' - 2 1 2" 8' - 0 " 11 ' - 3 5 8" 21 ' - 4 " 11 ' - 1 1 1 2" 11 ' - 4 " 8 12 8 12 T.O. MAIN SUBFLOOR EL. T.O.PL. TYPICAL EL. 1' - 8 3 4" 8' - 6 1 2" 10 ' - 1 1 8" T.O. FOUNDATION EL. T.O. UPPER SUBFLOOR EL. T.O.PL. TYPICAL EL. 1' - 6 3 4" 8' - 1 1 8" 32 X 47 32 X 47 64 X 67 64 X 24 36 X 5154 X 92 36 X 51 36 X 43 8/2 X 8/2 003d 003e 005c 005d 005e 005f 005g 108p 104e 104f 104g 104h 103a 103b 103c 113a 114a 114b 114c 206D ARCADIA STEEL ARCADIA STEEL ARCADIA STEEL DECORATIVE TIMBER BEAMS COPPER CHIMNEY CAPS COPPER HALF ROUND GUTTERS STEEL BARSTOCK RAILINGS 8' - 0 " DECORATIVE CUPOLA WITH VENTS DECORATIVE CUPOLA WITH VENTS METAL STANDING SEAM ROOFING-RED CEDAR SHINGLES CEDAR SHINGLES DECORATIVE TIMBER BEAMS VERTICAL T&G BARN WOOD- GRAY HORIZONATL SHIPLAP RECLAIMED BARN WOOD- GRAY VERTICAL T&G RECLAIMED BARN WOOD- GRAY CUSTOM WOOD GARAGE DOORS- CLAD IN WEATHERED RED HORIZONTAL SHIPLAP RECLAIMED BARN WOOD- GRAY 19 ' - 1 0 " T.O. MAIN SUBFLOOR EL. T.O. LOWER FLR. SLAB EL: T.O.PL. TYPICAL EL. 1' - 8 3 4" 8' - 6 1 2" 10 ' - 1 1 8" T.O. FOUNDATION EL. T.O. UPPER SUBFLOOR EL. T.O.PL. TYPICAL EL. 1' - 6 3 4" 8' - 1 1 8" 36 X 39 36 X 39 36 X 39 36 X 39 27 X 33 27 X 33 27 X 33 27 X 33 60 X 67 001a 002a 002b 002c 103a 103c107a104a 104b 101a60 X 67 DECORATIVE CUPOLA WITH VENTS DECORATIVE CUPOLA WITH VENTS METAL STANDING SEAM ROOFING (GRAY) CUSTOM WOOD GARAGE DOORS- CLAD IN WEATHERED GRAY VERTICAL RECLAIMED SHIPLAP BARN WOOD- RED 18 ' - 9 " 11 ' - 1 1 1 2" STONE 36 X 39 36 X 39 36 X 39 36 X 39 36 X 39 36 X 39 27 X 33 27 X 33 27 X 33 27 X 33002e002f004a004b 103d 103e 102a 105a 108a 108b DECORATIVE CUPOLA WITH VENTS DECORATIVE CUPOLA WITH VENTS METAL STANDING SEAM ROOFING 60 X 67 10X EGRESS VERTICAL RECLAIMED SHIPLAP BARN WOOD- RED 18 ' - 9 " 11 ' - 1 1 1 2" STONE T.O. MAIN SUBFLOOR EL. T.O. LOWER FLR. SLAB EL: T.O.PL. TYPICAL EL. 1' - 8 3 4" 8' - 6 1 2" 10 ' - 1 1 8" T.O. FOUNDATION EL. T.O. UPPER SUBFLOOR EL. T.O.PL. TYPICAL EL. 1' - 6 3 4" 8' - 1 1 8" RE H K A M P L A R S O N A R C H I T E C T S I N C . 27 3 2 W e s t 4 3 r d S t r e e t , M p l s , M N 5 5 4 1 0 Te l . 6 1 2 - 2 8 5 - 7 2 7 5 DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER: Ab r a h a m F a r m h o u s e 30 0 3 H a m e l R o a d Med i n a , M N JANUARY 7, 2022 CONDITIONAL USE PERMIT SET 21-004 CO N D I T I O N A L U S E P E R M I T _ J A N U A R Y 7 , 2 0 2 2 EXTERIOR ELEVATIONS RB, JRL 1 EXTERIOR ELEVATIONS 1/8" = 1'-0" 24x36 1/16" ON 11x17 = 1'-0" 2 EXTERIOR ELEVATIONS 1/8" = 1'-0" 24x36 1/16" ON 11x17 = 1'-0" 3 GUEST HOUSE- EXTERIOR ELEVATIONS 1/8" = 1'-0" 24x36 1/16" ON 11x17 = 1'-0" 4 GUEST HOUSE- EXTERIOR ELEVATIONS 1/8" = 1'-0" 24x36 1/16" ON 11x17 = 1'-0" 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. ORDER CHECKS FEBRUARY 15, 2022 – MARCH 1, 2022 052621 SUBURBAN TIRE WHOLESALE INC ........................................ $255.22 052622 AMERICAN MAILING MACHINES ............................................. $270.00 052623 ASPEN MILLS INC ...................................................................... $35.00 052624 ASSN OF TRAINING OFFICERS .............................................. $175.00 052625 BATTERIES + BULBS ............................................................... $131.99 052626 BEAUDRY OIL & PROPANE .................................................. $6,094.29 052627 BLUE CROSS BLUE SHIELD OF MN ................................... $31,979.48 052628 CHARLES CUDD CO, LLC ................................................... $10,000.00 052629 CHAUDHRI, YASMIN ................................................................ $700.00 052630 CONTEMPORARY IMAGES ................................................... $2,767.07 052631 EAGLE BROOK CHURCH ......................................................... $250.00 052632 ECKBERG LAMMERS, P.C. ................................................... $1,701.00 052633 ECM PUBLISHERS INC ............................................................ $363.32 052634 ERICKSON, BRIDGET .............................................................. $500.00 052635 FERGUSON ENTERPRISES INC .............................................. $184.46 052636 GOODIN COMPANY ................................................................. $334.94 052637 GOPHER STATE ONE CALL ...................................................... $54.00 052638 GRAINGER.................................................................................. $16.56 052639 HAMEL LUMBER INC ................................................................ $141.06 052640 HAMEL LIONS CLUB ............................................................. $1,175.00 052641 HAWKINS INC. ....................................................................... $1,871.94 052642 HENN COUNTY INFO TECH .................................................. $2,542.82 052643 HENNEPIN COUNTY TREASURER ............................................ $25.00 052644 HOTSY MINNESOTA ................................................................ $579.74 052645 MATTHEW E HUNZ .................................................................. $370.80 052646 JACOBS, SHELLEY .................................................................. $100.00 052647 JIMMY'S JOHNNYS INC ............................................................ $116.08 052648 KRISHNA SANKIRTAN SOCIETY ............................................. $640.00 052649 KROLL, JEAN/KARL .................................................................. $500.00 052650 LEAGUE OF MINNESOTA CITIES ............................................ $640.00 052651 LEXISNEXIS RISK DATA MGMT INC .......................................... $37.00 052652 CITY OF MAPLE PLAIN ............................................................ $927.71 052653 MARCO INC .............................................................................. $232.32 052654 METROPOLITAN COUNCIL ................................................. $17,221.05 052655 METROPOLITAN COUNCIL ................................................. $32,291.02 052656 MN SECRETARY OF STATE-NOTARY .................................... $120.00 052657 NAPA OF CORCORAN INC ...................................................... $633.60 052658 NORTH MEMORIAL MEDICAL CENTER .................................. $560.00 052659 OFFICE DEPOT ........................................................................ $527.90 052660 CITY OF ORONO ................................................................... $1,276.92 052661 PERRY'S TRUCK REPAIR ........................................................ $266.00 052662 PREMIUM WATERS INC ............................................................. $31.00 052663 RUSSELL SECURITY RESOURCE INC .................................... $215.00 052664 SOLUTION BUILDERS INC .................................................... $3,566.25 052665 STREICHER'S ........................................................................... $237.96 052666 SUBURBAN TIRE WHOLESALE INC ........................................ $589.68 052667 TALLEN & BAERTSCHI .......................................................... $2,389.97 052668 TIMESAVER OFFSITE ........................................................... $1,107.76 052669 TRITECH SOFTWARE SYSTEMS ............................................ $150.00 052670 TRUEMAN WELTERS INC ........................................................ $128.00 052671 ALL AMERICAN TITLE CO., INC ............................................ $8,790.00 052672 ADAMS PEST CONTROL INC .................................................... $97.93 052673 ALL TRAFFIC SOLUTIONS INC ................................................ $600.00 052674 ASPEN MILLS INC .................................................................... $146.80 052675 FINANCE AND COMMERCE ..................................................... $251.04 052676 LANO EQUIPMENT INC ............................................................ $167.96 052677 LEAGUE OF MINNESOTA CITIES .............................................. $55.00 052678 MINNESOTA EQUIPMENT INC................................................... $89.51 052679 NAPA OF CORCORAN INC ...................................................... $138.18 052680 OCCUPATIONAL MEDICINE CONSULTA .................................. $12.00 052681 SUN LIFE FINANCIAL ............................................................... $618.01 052682 TEGRETE CORP .................................................................... $2,518.00 052683 SSI MN TRANCHE 1 #10322006 ............................................ $2,264.86 052684 SSI MN TRANCHE 3 #10327096 ............................................ $1,950.78 Total Checks $144,723.98 ELECTRONIC PAYMENTS FEBRUARY 15, 2022 – MARCH 1, 2022 006258E PR PERA .............................................................................. $18,182.81 006259E PR FED/FICA ....................................................................... $17,513.23 006260E PR MN Deferred Comp ........................................................... $3,034.00 006261E PR STATE OF MINNESOTA .................................................. $4,097.55 006262E CITY OF MEDINA ........................................................................ $24.00 006263E FURTHER .............................................................................. $1,784.37 006264E MN CHILD SUPPORT PAYMENT ............................................. $235.50 006265E MARCO (LEASE) .................................................................... $1,537.04 006266E WRIGHT HENN COOP ELEC ASSN ...................................... $2,212.13 006267E AFLAC ....................................................................................... $491.08 006268E CIPHER LABORATORIES INC. .............................................. $1,122.00 006269E CULLIGAN-METRO ..................................................................... $34.40 006270E FP MAILING SOL POSTAGE BY PHON ................................. $1,000.00 006271E FRONTIER .................................................................................. $57.23 006272E FURTHER ................................................................................. $629.28 006273E GREAT AMERICA FINANCIAL SERVI ...................................... $178.65 006274E DELTA DENTAL ..................................................................... $2,438.31 006275E MEDIACOM OF MN LLC ........................................................... $930.79 006276E PAYMENT SERVICE NETWORK INC .................................... $1,069.53 006277E XCEL ENERGY ...................................................................... $9,285.33 006278E CENTURYLINK.......................................................................... $252.82 006279E CENTERPOINT ENERGY ...................................................... $6,249.31 006280E FARMERS STATE BANK OF HAMEL ......................................... $12.00 006281E FARMERS STATE BANK OF HAMEL ....................................... $150.00 006282E ELAN FINANCIAL SERVICE .................................................. $9,054.10 006283E DELTA DENTAL ..................................................................... $2,438.31 006284E WRIGHT HENN COOP ELEC ASSN ...................................... $2,487.87 Total Electronic Checks $86,501.64 PAYROLL DIRECT DEPOSIT – FEBRUARY 16, 2022 0511649 BILLMAN, JACKSON CARROLL ............................................... $629.02 0511650 COOK, JUSTIN W ..................................................................... $364.11 0511651 ALTENDORF, JENNIFER L. ................................................... $1,137.75 0511652 BARNHART, ERIN A. ............................................................. $2,788.42 0511653 BAUMGARDNER, COLETTE J .................................................. $506.69 0511654 BOECKER, KEVIN D. ............................................................. $2,768.55 0511655 CONVERSE, KEITH A. ........................................................... $2,082.79 0511656 DEMARS, LISA ....................................................................... $1,558.38 0511657 DINGMANN, IVAN W ................................................................. $463.81 0511658 DION, DEBRA A. .................................................................... $2,091.51 0511659 ENDE, JOSEPH...................................................................... $2,008.33 0511660 FINKE, DUSTIN D. ................................................................. $2,869.01 0511661 GLEASON, JOHN M. .............................................................. $1,877.22 0511662 GREGORY, THOMAS ............................................................ $1,981.81 0511663 HALL, DAVID M. ..................................................................... $2,128.20 0511664 HANSON, JUSTIN .................................................................. $2,279.88 0511665 JACOBSON, NICOLE ............................................................. $1,089.38 0511666 JESSEN, JEREMIAH S. .......................................................... $2,441.82 0511667 JOHNSON, SCOTT T. ............................................................ $2,277.01 0511668 KLAERS, ANNE M. ................................................................. $1,616.29 0511669 LEUER, GREGORY J. ............................................................ $2,127.85 0511670 MCGILL, CHRISTOPHER R. .................................................. $1,473.75 0511671 MCKINLEY, JOSHUA D .......................................................... $2,087.92 0511672 NELSON, JASON ................................................................... $2,795.93 0511673 REINKING, DEREK M ............................................................ $2,364.22 0511674 RUTH, BRENDA L. ................................................................. $1,699.25 0511675 SCHARF, ANDREW ............................................................... $2,367.90 0511676 SCHERER, STEVEN T. .......................................................... $2,527.21 0511677 VINCK, JOHN J ...................................................................... $1,842.74 0511678 VOGEL, NICHOLE .................................................................. $1,140.70 0511679 BURSCH, JEFFREY .................................................................. $873.50 Total Payroll Direct Deposit $56,260.95