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HomeMy Public PortalAbout09.15.2015 City Council Meeting PacketMEDINA AGENDA FOR THE REGULAR MEETING OF THE MEDINA CITY COUNCIL Tuesday, September 15, 2015 7:00 P.M. Medina City Hall 2052 County Road 24 CALL TO ORDER PLEDGE OF ALLEGIANCE ADDITIONS TO THE AGENDA APPROVAL OF MINUTES Meeting Rules of Conduct: • Fill out and turn in white comment card • Give name and address • Indicate if representing a group • Limit remarks to 3-5 minutes A. Minutes of the September 1, 2015 Special Council Meeting B. Minutes of the September 1, 2015 Regular Council Meeting V. CONSENT AGENDA A. Resolution Granting Preliminary and Final Plat Approval with Variance for Willow Manor B. Resolution Approving Variance to Brian Etzel for Property Located at 2942 Lakeshore Avenue C. Resolution Adopting the Updated Lake Minnetonka Emergency Operations Plan (LMEO) D. Resolution Ordering Preparation of a Feasibility Report on the Sioux Drive Turn Lane Improvement Project E. Amendment to Upland Buffer Easement Agreement with Charles W. Morse and Berit E. S. Morse VI. COMMENTS A. From Citizens on Items Not on the Agenda B. Park Commission C. Planning Commission VII. OLD BUSINESS A. Stonegate CD-PUD General Plan and Preliminary Plat 1. Ordinance Establishing a Conservation Design -Planned Unit Development District for "Stonegate" and Amending the Official Zoning Map 2. Resolution Authorizing Publication of the Ordinance by Title and Summary 3. Resolution Approving a Preliminary Plat and Establishing Findings of Fact for a General Plan Planned Unit Development for a Subdivision to be Known as "Stonegate" B. Wealshire of Medina — Rezoning, Site Plan Review, Interim Use Permit C. Sewer and Water Connection Fee Policy Discussion 1. Ordinance Amending the City of Medina Fee Schedule 2. Resolution Authorizing Publication of the Ordinance by Title and Summary VIII. CITY ADMINISTRATOR REPORT IX. MAYOR & CITY COUNCIL REPORTS X. APPROVAL TO PAY BILLS XI. CLOSED SESSION: UNION CONTRACT NEGOTIATIONS XII. ADJOURN Posted 9/11 /2015 Page 1 of 1 MEMORANDUM TO: Medina City Council FROM: Scott Johnson, City Administrator DATE OF REPORT: September 10, 2015 DATE OF MEETING: September 15, 2015 SUBJECT: City Council Meeting Report V. CONSENT A. Resolution Granting Preliminary and Final Plat Approval with Variance for Willow Manor — The City Council reviewed this item at the September 1st meeting and directed staff to bring the item forward for approval on the consent agenda. Staff recommends approval. See attached resolution. B. Resolution Approving Variance to Brian Etzel for Property Located at 2942 Lakeshore Avenue — At the September 1, 2015 Council meeting, the Council approved a 10' x 22' deck for Brian Etzel, the applicant at 2942 Lakeshore Avenue. Since the September 1st meeting, the applicant asked staff to ask for an additional two feet in depth that would go towards Lakeshore Avenue. Staff recommends approval. See attached resolution and plans. C. Resolution Adopting the Updated Lake Minnetonka Emergency Operations Plan (LMEO) — Over the past eight months, the Lake Minnetonka Emergency Management Group has been working on updating our emergency operations plan. We have completed the final revisions and it has been distributed to all jurisdictions involved in our emergency management group. The changes to the plan include three new annexes: Domestic and Exotic Animal Directory, Terrorism, and Volunteer/Donations, along with other updates such as name changes and several minor grammatical changes. Staff recommends approval. See attached memo and resolution. D. Resolution Ordering Preparation of a Feasibility Report on the Sioux Drive Turn Lane Improvement Project — With new commercial developments currently underway in the immediate area, including an ALDI grocery store, the City is anticipating an increase in traffic volumes and turn lanes will be required to accommodate additional vehicular movements. The 2016 construction project consists of adding turn lanes and extending existing turn lanes along Sioux Drive between Trunk Highway 55 and the railroad tracks to the south. The work will involve widening portions of the roadway, replacing concrete medians and curb, modifying storm sewer systems, bituminous paving, and restriping the intersection and turn lane areas to accommodate the proposed improvements. Staff recommends approval of the resolution ordering the preparation of a feasibility report on the Sioux Drive Turn Lane Improvement Project. See attached letter, proposed fees, and resolution. E. Amendment to Upland Buffer Easement Agreement with Charles W. Morse and Berit E. S. Morse — City regulations permit the width of the Upland Buffer Easement to vary, provided certain requirements are met. Mr. Morse desires to alter the location of the Upland Buffer Easement on the Property 3224 Butternut Drive in the Enclave Development. Staff reviewed the request and determined that the proposed Amended Upland Buffer Easement is consistent with City regulations. Staff recommends approval. See attached agreement. VII. OLD BUSINESS A. Stonegate CD-PUD General Plan and Preliminary Plat — The City Council reviewed an updated site plan for the Stonegate Conservation Design subdivision at the August 18th meeting. Following review, the Council directed staff to prepare approval documents, provided the applicant updated the plans and plat consistent with Council's discussion. The applicant submitted updated documents on September 1st. The applicant has requested adjustments to a number of the conditions previously discussed by the City Council. The requested adjustments are addressed in the attached report. See attached report, ordinance and resolutions. Recommended Motion # 1: Adopt Ordinance Establishing a Conservation Design -Planned Unit Development District for "Stonegate" and Amending the Official Zoning Map Recommended Motion # 2: Adopt Resolution Authorizing Publication of the Ordinance by Title and Summary Recommended Motion # 3: Adopt Resolution Approving a Preliminary Plat and Establishing Findings of Fact for a General Plan Planned Unit Development for a Subdivision to be known as "Stonegate" B. Wealshire of Medina — Rezoning, Site Plan Review, Interim Use Permit — Earlier this year, the Planning Commission recommended approval of the applicant's request to construct a 171,392 s.f one story, 150-resident memory care facility. Since then, the applicant has altered the site plan to adjust the layout of the proposed structure and proposes more surface parking and less underground parking. The applicant is still working to finalize their plans, at which time the approval documents will be presented to the City Council. There is no action necessary from the Council, unless there are 2 concerns with the updated site plan which would alter the direction previously given to staff. See attached report. C. Sewer and Water Connection Fee Policy Discussion — The Council discussed this topic at the September 1, 2015 meeting and Council members suggested a couple of changes which have been incorporated into the policy. Staff red -lined the changes to the policy from the version reviewed by the Council on September 1st. Staff changed the calculation for restaurants to 23 seats=1 unit, to keep more in line with a higher unit account for uses which would be projected to use more water (in comparison to coffee shops and bars). Staff also changed the credit for new uses in existing buildings, limiting the credit to 100% above the number of units already paid (capped at 2 units). See attached policy, ordinance and resolution. Recommended Motion # 1: Motion to adopt the ordinance amending the City of Medina fee schedule. Recommended Motion # 2: Motion to adopt the resolution authorizing publication of the ordinance by title and summary. Recommended Motion # 3: Motion to approve Policy 21.10 related to Sewer and Water Connection Fees. X. APPROVAL TO PAY BILLS Recommended Motion: Motion to approve the bills, EFT 003308E-003325E for $43,923.02, order check numbers 43311-43377 for $921,711.49, and payroll EFT 506639-506668 for $44, 536.44. XI. CLOSED SESSION: UNION CONTRACT NEGOTIATIONS INFORMATION PACKET • Planning Department Update • Police Department Update • Public Works Department Update • Claims List 3 SPECIAL MEDINA CITY COUNCIL MEETING MINUTES OF SEPTEMBER 1, 2015 The City Council of Medina, Minnesota met in special session on September 1, 2015 at 6:00 p.m. in the City Hall Chambers. Mayor Mitchell presided. I. ROLL CALL Members present: Anderson, Pederson, Martin, Cousineau, and Mitchell. Members absent: Also present: City Planner Dusty Finke, Public Works Director Steve Scherer, Public Safety Director Ed Belland, Finance Director Erin Barnhart and City Administrator Scott Johnson. II. 2016 CITY OF MEDINA PROPOSED TAXES AND EXPENDITURES Barnhart provided the City Council with the 2016 proposed budget and levy. The proposed 2016 tax levy was $3,748,650 with a tax levy rate of 23.46%. The preliminary estimates show the City's property tax rate would decrease from 23.58% in pay 2015 to 23.46% in pay 2016, or a .5% decrease in the rate. The proposed budget includes a 5.2% increase to the General Fund property tax levy for 2016. The General Fund Budget was proposed at $4,251,953. The $132,446 proposed increase will be utilized for the Tower Drive road project bonds (a year and a half payment), yearly allotments for the comprehensive plan and elections, increased insurance costs, and a proposed 2.5% cost of living increase for staff. Council reviewed the long-term needs for fire, equipment, road pavement management planning, utilities, neighboring cities tax rates, and the financial management plan. The financial management plan was updated and posted on the website. Robert Franklin, 2819 Lakeshore Avenue, asked how much of the increase would fall on existing home owners and why the utility increases are set at 3%. Barnhart explained the increase is approximately 5% on existing homes and the utility increases of 3% are based on the most current utility study. Mario Fabrizio, 290 Calamus Circle, suggested Medina use benchmarks across the board to allow residents to compare city functions with other cities in the country. Mayor Mitchell stated Medina is currently working on benchmarks and that it is tough to compare Medina with other cities from other states because the funding mechanisms for cities are different in each state. Medina City Council Special Meeting Minutes 1 September 1, 2015 IV. ADJOURN Mayor Mitchell adjourned the Work Session at 6:56 p.m. Bob Mitchell, Mayor Attest: Scott Johnson, City Administrator -Clerk Medina City Council Special Meeting Minutes 2 September 1, 2015 1 DRAFT 2 3 MEDINA CITY COUNCIL MEETING MINUTES OF SEPTEMBER 1, 2015 4 5 The City Council of Medina, Minnesota met in regular session on September 1, 2015 at 6 7:00 p.m. in the City Hall Chambers. Mayor Mitchell presided. 7 8 I. ROLL CALL 9 10 Members present: Anderson, Cousineau, Pederson, Martin, and Mitchell. 11 12 Members absent: None. 13 14 Also present: City Administrator Scott Johnson, City Attorney Ron Batty, City Engineer 15 Jim Stremel, City Planner Dusty Finke, Finance Director Erin Barnhart, Public Works 16 Director Steve Scherer, and Public Safety Director Ed Belland. 17 18 II. PLEDGE OF ALLEGIANCE (7:00 p.m.) 19 20 III. ADDITIONS TO THE AGENDA (7:00 p.m.) 21 The agenda was approved as presented. 22 23 IV. APPROVAL OF MINUTES (7:00 p.m.) 24 25 A. Approval of the August 18, 2015 Special City Council Meeting Minutes 26 Moved by Pederson, seconded by Martin, to approve the August 18, 2015 special City 27 Council meeting minutes as presented. Motion passed unanimously. 28 29 B. Approval of the August 18, 2015 Regular City Council Meeting Minutes 30 It was noted on page three, line 22, it should state, "similar to other prairie plantings 31 lots..." On page three, line 31, it should state, "...68 50 foot right of way..." On page 32 seven, beginning line 38, the following text should be added, "Finke also discussed the 33 possible trail to the south. Staff had concerns with the proposed connection to the 34 Medina Morningside Neighborhood from the August 11t" plan revision because of the 35 steep slopes. The applicant addressed these concerns through a trail connection to the 36 north with their latest revised plans. However, the possible trail to south would also 37 provide an adventuresome connection for some residents, but would still require 38 maintenance. 39 40 Pederson asked if the trail to the south could be closed during the winter months. 41 42 Finke stated that the trails could not be plowed, but could be available for cross country 43 skiing or other activities per the direction of the Park Commission and City Council. 44 45 Finke reviewed the proposed recommended motion in the staff report." 46 47 Moved by Anderson, seconded by Pederson, to approve the August 18, 2015 regular 48 City Council meeting minutes as amended. Motion passed unanimously. 49 Medina City Council Meeting Minutes 1 September 1, 2015 l V. CONSENT AGENDA (7:03 p.m.) 2 3 A. Approve 2015 Staff Needs Analysis 4 B. Approve Job Description and Appointment of Full-time 5 Transcriptionist/Finance Clerk Position 6 C. Approve Assistant City Administrator/City Clerk Job Description and 7 Reclassification 8 D. Approve Letter in Support of Mediacom Broadband Development Grant 9 Application with DEED to E. Resolution No. 2015-73 Accepting Resignation of Jacque! Nissen 11 F. Approve Job Description for Part-time Planning Office Assistant and 12 Authorize Recruitment and Appointment of Position 13 Cousineau referenced an organizational chart that was discussed previously and 14 received confirmation that will be provided. 15 16 Martin confirmed that the person next in charge behind Johnson will be a senior 17 Department Head and would also be identified. 18 19 Moved by Anderson, seconded by Cousineau, to approve the consent agenda. Motion 20 passed unanimously. 21 22 VI. COMMENTS (7:05 p.m.) 23 24 A. Comments from Citizens on Items not on the Agenda 25 There were none. 26 27 B. Park Commission 28 Scherer reported that the Park Commission did not meet this month but held an open 29 house the previous week. 30 31 Johnson reported that the Fields of Medina Park grand opening occurred the previous 32 Wednesday and a movie in the park was hosted there as well. He stated that there was 33 an excellent turn out and thanked the residents that attended along with the staff and 34 sponsors (Highway 55 Rental and Jimmy's Pizza) that assisted with the event. 35 36 C. Planning Commission 37 Finke stated that the Planning Commission will meet the following week to consider a 38 Conditional Use Permit for Three Rivers Church to operate in an existing office building 39 in Uptown Hamel. He noted that the Commission will also consider an amendment to 40 the Wealshire Site Plan. 41 42 VII. PRESENTATIONS 43 44 A. 2016 Preliminary Budget and Tax Levy (7:08 p.m.) 45 Mitchell stated that the Council has reviewed the preliminary 2016 budget and tax levy 46 and there are a number of Resolutions for approval to consider along with the 47 establishment of a public hearing date. 48 49 Johnson stated that Barnhart was present at the 6:00 p.m. Council work session to 50 review the budget items in detail and will provide a brief overview. 51 Medina City Council Meeting Minutes 2 September 1, 2015 1 Barnhart stated that this is the preliminary budget and tax levy as the final figures would 2 be adopted at the first meeting in December. She stated that the Council has discussed 3 major budget issues including the fact that revenues continue to decrease as 4 expenditures continue to increase. She explained that while department budgets have 5 remained stable, contracts and operation costs have increased by three to four percent 6 each year. She stated that the City does not receive local State aid, although municipal 7 State aid was restored in 2013. She highlighted the differences between the 2015 8 general fund and the proposed budget for 2015 and noted that the tax levy would 9 decrease from 23.58 percent in 2015 to 23.46 percent in 2016. She briefly reviewed 10 changes to the general fund, expenditures and revenue figures. She stated that there 11 will be additional expenditures for the Comprehensive Plan updates that will be 12 necessary and noted that in the future the item will be planned for by setting funds aside 13 each year in order to plan for expenditures such as the Comprehensive Plan and 14 elections. She reviewed the proposed staff changes and title changes. She reviewed 15 the proposed property tax levy and the impact of the Tower Drive improvement project, 16 which was bonded for this year. 17 18 Martin asked if the City spent more on roads this year with the Tower Drive project 19 compared to the average year. 20 21 Barnhart confirmed that the Tower Drive project was a large project that had been 22 pushed off during the recession and noted the increase to the levy due to the project. 23 However, she noted that the road costs will decrease in the next year. She stated that 24 staff attempts to spread out the funds evenly. 25 26 Mitchell stated that Tower Drive is an urban roadway with curb and gutter, noting that 27 rural roadways do not include that aspect and therefore would not be as expensive. 28 29 Barnhart provided a comparison of the tax rate for Medina to neighboring communities 30 and also reviewed the taxes payable and tax rate history for Medina from 2007 through 31 2015. She stated that there were increases but that has leveled off with the completion 32 of the second City facility (the police and public works building). She reviewed the long- 33 term road needs including the upgrades to the Highway 55/CR 116 intersection that will 34 occur in 2017 and the Capital Improvement Plan. She stated that fire will continue to be 35 a long-term need including equipment and facility expansions, noting that those items 36 will continue to be discussed along with renovations to City Hall. She stated that the 37 replacement needs of City equipment will also be considered along with the best method 38 for funding. 39 40 Mitchell asked if the City is satisfied that the 20 year financial plan is stable. 41 42 Barnhart confirmed that the plan is up to date. She highlighted the utility increase of 43 three percent, which is standard and is in line with the utility analysis. 44 45 Mitchell explained that if adopted the preliminary levy could be reduced until the 46 December 1st public hearing when the final decision would be made, noting that the 47 preliminary levy cannot be increased during that time. 48 49 1. Resolution No. 2015-74 Approving Proposed Tax Levy for 2016 50 Moved by Martin, seconded by Anderson, to adopt resolution no. 2015-74 approving the 51 2016 preliminary tax levy. Motion passed unanimously. Medina City Council Meeting Minutes 3 September 1, 2015 1 2 2. Resolution No. 2015-75 Approving Proposed General Fund Budget 3 for 2016 4 Moved by Martin, seconded by Anderson, to adopt resolution no. 2015-75 approving the 5 2016 preliminary general fund budget. Motion passed unanimously. 6 7 3. Resolution No. 2015-76 Reducing Debt Service Tax Levies for 2016 8 Moved by Martin, seconded by Anderson, to adopt resolution no. 2015-76 reducing debt 9 service tax levies for 2016. Motion passed unanimously. to 11 4. Establish Public Discussion Date for Final 2016 Tax Levy and 12 Budget 13 Moved by Martin, seconded by Anderson, to establish the 2016 final tax levy and budget 14 discussion for December 1, 2015 at 7:00 p.m. in City Hall. Motion passed 15 unanimously. 16 17 VIII. OLD BUSINESS 18 19 A. Ordinance Regarding Setbacks for Decks from Upland Buffers. Amending 20 Chapter 8 of the City Code (7:27 p.m.) 21 Finke stated that the Council requested additional information following their discussion 22 at the last meeting. He stated that three examples were provided as they were the most 23 interested in the process and are all homeowners within The Enclave development. He 24 stated that staff has been working with the most interested homeowners on possible 25 alternatives and believed that they have found a way to accommodate decks that they 26 would be satisfied with, using the average wetland buffers. He stated that the Planning 27 Commission did not recommend action on this item. 28 29 Mitchell stated that it appears the pressing need seems to have gone away and noted 30 that if the Council does not want to amend Chapter 8 of the Code a motion could be 31 made to that effect. 32 33 Finke stated that the application has been withdrawn and therefore no action is 34 necessary if the Council does not wish to amend Chapter 8 of the City Code. 35 36 Mitchell confirmed that the Council would not like to take any action. 37 38 B. Sewer and Water connection Fee Policy Discussion 39 Finke stated that during the work session at the last meeting this policy was discussed. 40 He stated that the issue arose due to the fact that the sewer and water connection (SAC) 41 fees are high compared to other communities, which is due to the infrastructure needed 42 to generate water and the small base the City has to recoup those costs. He stated that 43 the Council expressed some interest in looking into ways, which could lessen the blow to 44 smaller business owners as the connection fee does have an impact on those small 45 business owners. He stated that the connection fees are established in the City's fee 46 schedule and noted that the Ordinance is proposed to be amended to include text that 47 would state the City could deviate from the Metropolitan (Met) Council's SAC policy. He 48 noted that the connection fee per unit would be changed but the policy would give credit 49 to the small businesses, to which the fee would be applied. He explained that two 50 credits would be granted to a use moving into a building that has previously paid City 51 fees. He provided examples of how this could apply to recently approved applications. Medina City Council Meeting Minutes 4 September 1, 2015 1 He referenced restaurants and stated that there has been an interest in the city in trying 2 to locate a restaurant in Medina and noted that the way the fees are based that would be 3 a very significant upfront cost for a restaurant. He stated that staff is suggesting a 4 reduction in the fee for a restaurant use, if the Council is interested in procuring a 5 restaurant in the city. He stated that another example would be bars and coffee shops 6 that use a different calculation and therefore have half of the fee a restaurant would 7 have, and could be a method to ease into the reduction. He noted that further reduction 8 could be made if desired in the future. He asked for discussion and direction from the 9 Council on that type of use. 10 11 Mitchell asked what Caribou Coffee did. 12 13 Finke replied that Caribou paid the fee based on one unit equaling 23 seats, noting that 14 use has fewer dishes than a restaurant would have and that is possibly why the Met 15 Council calculations come up differently. He stated that in the past staff has felt that the 16 Met Council numbers differ from actual uses. He stated that if the fee is reduced for 17 restaurants it would not be based on actual use but the attempt to incentivize that type of 18 use. 19 20 Pederson stated that he feels that it is important to reduce the fee for restaurants in 21 order to attract that type of use and also believed that it would be beneficial to do 22 something similar for commercial and industrial uses as well in order to draw in those 23 uses as well. 24 25 Johnson agreed that this could be the first step and industrial and commercial uses 26 could be reviewed next. He stated that staff could work on industrial and commercial 27 uses in the future and bring that back to the Council for further review. 28 29 Mitchell asked why SAC charges would come into play if a warehouse was expanding 30 warehouse space but not creating an additional bathroom. 31 32 Johnson explained that it would be based on anticipated water use and in essence 33 additional employees would have an additional water use. 34 35 Martin asked if the City fees are comparable to other metro cities. 36 37 Finke explained that Medina's fees are three to four times higher than other communities 38 are because there is a difficulty getting the water and making it of quality to be used. He 39 stated that there are more wells to get the same amount of water that someone on the 40 sand plains gets, plus the water is not great and needs to be treated. He noted that 41 there is a smaller base of expected growth to support the infrastructure necessary. 42 43 Mitchell stated that he liked the concept of issuing credits rather than reducing the fee 44 amount. 45 46 Johnson confirmed that industrial and commercial uses could also be explored; noting 47 that restaurants were a starting point and staff can continue the analysis. 48 49 Mitchell stated that as the City moves forward on this and a restaurant moves in during 50 2016, perhaps an analysis could be done in 2018 to determine the amount of usage that 51 the business actually had. Medina City Council Meeting Minutes 5 September 1, 2015 1 2 Finke stated that it is anticipated that the actual water usage would be more but the 3 credits would help to incentivize uses that the City would like to attract. 4 5 Martin referenced the proposed credit of two units for a business moving into an existing 6 space. 7 8 Finke stated that staff looked at the option of four credits but that would be a relatively 9 large use and slid that down to two units. 10 11 Martin clarified that the credits would be given to businesses moving into a building that 12 has already paid an equal amount of at least two SAC units. She asked how the 13 reduced figure would compare to fees for similar restaurant uses in other communities in 14 this area. 15 16 Finke stated that Medina has a higher fee per unit, about three to four times that of other 17 communities, and noted that if reduced by two units the fee would then be in line with 18 neighboring communities. 19 20 Martin referenced Item 2A and asked if a restaurant has one more seat, such as 32 21 instead of 31, would it be required to add another unit. 22 23 Finke stated that rounding would be used and noted that additional clarifying language 24 could be added. 25 26 Martin asked if a full service restaurant should have a greater water allocation charged 27 compared to a coffee shop or wine bar, which would have a more limited use of water. 28 29 Mitchell stated that there is faster turnover in a coffee shop or wine bar. 30 31 Finke stated that restaurants could be shifted to the figure used for coffee shops and 32 bars and coffee shops and bars could be raised to one unit per 31 seats, or both could 33 be set at the one per 23 seats. 34 35 Martin stated that the credit mentioned in 2B should be clarified that it could only be 36 used to the extent of the new use being not greater than the prior use. 37 38 Finke provided additional information regarding a multi -tenant retail center and noted 39 that a multiplier could be used to add additional clarification. 40 41 Mitchell stated that staff could make the amendments proposed tonight and bring back 42 the revised version for the Council to review at the next meeting. 43 44 Martin stated that there is also a broad policy discussion as the fees are set to provide 45 for the infrastructure needed in the future and the decision that will be necessary as to 46 whether the tax payers are willing to make up the difference in order to bring in desired 47 businesses and uses. 48 49 Moved by Anderson, seconded by Martin, to direct staff to amend the proposed 50 ordinance as directed by the Council. Motion passed unanimously. 51 Medina City Council Meeting Minutes 6 September 1, 2015 1 IX. NEW BUSINESS 2 3 A. Willow Manor — Preliminary and Final Plat with Variance — 2782 Willow 4 Drive (and property to east) — Public Hearing (8:01 p.m.) 5 Finke presented a request to subdivide a property into one buildable lot and one outlot. 6 He stated that history on the subject property is included in the staff report noting that 7 the property is one parcel that was issued two property identification numbers (PID) 8 because the property lies within two watershed jurisdictions. He stated that at a point 9 the property was conveyed to two different property owners, so the parcel is now owned 10 by two different parties. He stated that the requested subdivision would divide the 11 property based on the ownership lines. He stated that by platting one lot in an outlot that 12 attempts to mimic the City's vision that construction could only occur on one half of the 13 lot. He stated that there was a home on the western half of the property that was 14 demolished in anticipation of building a new home on the property. He stated that the 15 property and surrounding lands are zoned rural residential, noting that the proposed lot 16 includes 3.5 acres of suitable soil which does not meet the minimum of five acres of 17 suitable soils required in the zoning district. He stated that one acre of the lot is currently 18 held in easement and staff has suggested those easements be cleared up to unrestrict 19 further acreage. He stated that the applicant seeks to replace the demolished home. 20 He noted that staff has had a number of conversations with the applicant over the years 21 and suggested that one of the owners buy out the other but that was not agreed upon. 22 He stated that the designation of one lot as an outlot would ensure that area would not 23 be built upon and increase the density of the area. He reviewed the variance and 24 subdivision criteria the Council must consider when reviewing the request. He stated 25 that the Planning Commission had a fair amount of discussion when considering this 26 request last month and were ultimately split three to three in their vote. He stated that 27 the Council should hold a public hearing on the variance request. 28 29 Bob Beuhler, 1321 South Street in Wayzata, stated that they did a fair amount of due 30 diligence before purchasing the property in February of 2011 and were satisfied that they 31 would be able to purchase a conforming lot where they could demolish the three existing 32 structures, which totaled 3,000 square feet, and construct a home on the lot. He stated 33 that based on the existence of the PIDs and ongoing discussions with the City they 34 purchased the property along with title insurance. He stated that two years later they 35 discovered through discussion that they only own a portion of a lot and they did not have 36 recourse against the seller or agent and that the title insurance would not assist either. 37 He stated that they have not found any financially viable options to purchase additional 38 land. He stated that he has no complaints on the recommended conditions included in 39 the staff report and noted that the owner of the outlot has also signed off on the 40 application and supports the request. He stated that the Planning Commission was 41 worried that this would create a precedent but did not believe that would be a risk 42 because there are probably not many other lots in the City that have two separate 43 owners. He stated that they are not asking for any other variances to setbacks or 44 anything of that nature. He asked for the help of the Council as he feels that they have 45 exhausted all other options. 46 47 Mitchell opened the public hearing at 8:13 p.m. 48 49 No comments made. 50 51 Mitchell closed the public hearing at 8:13 p.m. Medina City Council Meeting Minutes 7 September 1, 2015 1 2 Mitchell received confirmation that Beuhler owns lot one and the name of the resident 3 that owns the outlot portion of the lot. He asked for clarification on the driveway 4 easement. 5 6 Finke stated that there is a shared driveway and an easement could be placed on that, 7 removing the easement that goes across lot one. 8 9 Batty stated that there are multiple residents that use the shared driveway and explained 10 that the purpose would be to move the easement to the used shared driveway and 11 remove the easement that is not of use across lot one. 12 13 Martin referenced the driveway and asked when the existing easement was granted. 14 15 Finke believed that occurred in 1980 or 1981. 16 17 Mitchell asked and received confirmation that the new home would be in the same place 18 as the previous home. 19 20 Cousineau asked if the home would be the same size. 21 22 Beuhler stated that he was unsure but noted that the home would be smaller than the 23 3,000 square feet occupied by the three previous buildings on the site. 24 25 Martin clarified that 3,000 square feet of foundation is not the same as a 3,000 square 26 foot home as a 3,000 square foot foundation often creates a home much larger in size 27 because of the multiple levels and garage. 28 29 Mitchell stated that because Beuhler does not own oulot A, what authority would the City 30 have to assign that as an outlot. 31 32 Batty explained that both property owners were required to sign the application and plat. 33 He stated that the language states that the outlot is not currently a buildable lot. 34 35 Mitchell asked for identification of the drainage easement. 36 37 Finke identified the easement, which is extensive and covers a large portion of the 38 outlot. 39 40 Mitchell provided another example that occurred in the City, where the City considered 41 the lot to be one and the County considered the lot to be two parcels. 42 43 Batty stated that this case has a lot of messy history and the County accepted deeds 44 that it should not have accepted. He noted that he and Finke had spoken about this 45 parcel multiple times over the years and this may be the best method to resolve a messy 46 situation. He was not worried about setting precedent. 47 48 Anderson stated that it is rare for government to have a chance to clean up errors of the 49 past and therefore would support the variance request. 50 Medina City Council Meeting Minutes 8 September 1, 2015 1 Cousineau agreed that she did not see a reason to punish the current property owner for 2 the mistakes of past owners. 3 4 Martin stated that this is not an issue that the applicant created and creating a home on 5 the property would leave the property in the rural residential zoning district that would be 6 harmonious with the surrounding uses. She stated that this would also be in harmony 7 with the intent of the Comprehensive Plan, there are practical difficulties that have been 8 demonstrated, and the property would be used in a reasonable manner. She 9 appreciated the comments of the applicant regarding title insurance, noting that she 10 would be hard pressed to think that many title issuers would have caught this issue. 11 12 Moved by Martin, seconded by Anderson, to grant the variance request based upon the 13 findings of the Council as previously discussed. 14 15 Further discussion: Pederson asked for additional information regarding the driveway 16 and easement. 17 18 Batty stated that would be an issue for the parties to work out and would be an element 19 of Plat approval. 20 21 Mitchell stated that there are two applicants and the Council assumes that they are both 22 aware of the conditions and agree upon those conditions, as the Plat would not move 23 forward without acceptance of the conditions. 24 25 Batty stated that the variance could be conditioned upon the Plat. 26 27 Mitchell confirmed that the maker and seconder of the motion were amenable to the 28 amendment to the motion that the variance be conditioned upon the Plat. 29 30 Motion passed unanimously. 31 32 Mitchell received confirmation that the identification of the other parcel as an outlot 33 would ensure that it is not buildable. 34 35 Batty stated that it is not correct to say that there will not be two parcels, but Outlot A 36 would not be a buildable parcel on its own. 37 38 Moved by Martin, seconded by Pederson, to direct staff to prepare a resolution 39 approving the variance and plat subject to the conditions noted in the staff report and 40 discussed by the Council tonight. Motion passed unanimously. 41 42 B. Brian Etzel — Setback Variance — 2942 Lakeshore Avenue — Public Hearing 43 (8:33 p.m.) 44 Finke presented a request for a variance from the required front yard setback from 45 Balsam Street for expansion of an existing deck. He noted that the property as exists is 46 nonconforming to a number of the zoning district requirements. He stated that the 47 existing deck fronts Balsam Street and the proposed extension would appear on the 48 west side of the home and wrap around to tie in with the existing deck along the Balsam 49 Street side. He stated that the proposed deck would meet setback requirements from 50 Lakeshore Avenue but would require a variance for the setback to Balsam Street. He 51 stated that the existing right-of-way for Balsam Street is fairly large compared to other Medina City Council Meeting Minutes 9 September 1, 2015 I streets within the Independence Beach neighborhood and noted that the street sits 2 further north as there is unutilized right-of-way in front of the home. He stated that the 3 deck would still be 30 feet from the driving surface of the roadway. He reviewed the 4 criteria for considering a variance request and noted that findings of fact were included in 5 the staff report. He stated that the Planning Commission reviewed the request and 6 endorsed the findings of fact, recommending approval of the request at their meeting last 7 month. He stated that the applicant has taken measures to reduce the amount of 8 hardcover on the property in anticipation for the deck expansion. 9 10 Brian Etzel, 2942 Lakeshore Avenue, stated that he is present to answer any questions. 11 He stated that his existing deck needs a new face and he would like to wrap the deck 12 around to take advantage of the lake view. He stated that there are trees he has planted 13 around the boundary of his property over the years and therefore did not see that there 14 would be any impact aesthetically. 15 16 Mitchell opened the public hearing at 8:38 p.m. 17 18 No comments made. 19 20 Mitchell closed the public hearing at 8:38 p.m. 21 22 Cousineau asked and received confirmation that the new deck would not be any closer 23 than the existing deck to Balsam Street. 24 25 Moved by Anderson, seconded by Pederson, to direct staff to prepare a resolution 26 approving the variance based upon the findings noted in the staff report and subject to 27 conditions recommended by the Planning Commission. Motion passed unanimously. 28 29 C. Comprehensive Plan Timelines (8:39 p.m.) 30 Finke stated that staff is seeking direction related to the 2040 Comprehensive Plan 31 update process. He stated that the Met Council is about to release system statements 32 to the metro cities which will require that the decennial updates of the cities be submitted 33 by 2018. He stated through discussions on the staging and growth plans the previous 34 year there was direction that staff aggressively pursue updates once the system 35 statements are available. He stated that staff has proposed an aggressive schedule 36 which would make the draft version of the updated Comprehensive Plan for comment in 37 one year. He stated that the expedited process means that the City needs to be 38 strategic on the opportunities for public comment and review, noting that additional 39 public meetings can be added but that would delay the schedule. He stated that staff 40 intends to work with the planning wing of WSB regarding public participation aspects. 41 He stated that staff will also focus on online public participation, noting that WSB will be 42 able to provide input and assistance in that area and can solicit better input through that 43 type of participation. He stated that staff also recommends a Steering Committee that 44 can provide additional assistance. 45 46 Mitchell stated that there was so much work done last year and the thought process was 47 to build upon that momentum. 48 49 Martin referenced the detailed schedule and asked for clarification. 50 Medina City Council Meeting Minutes 10 September 1, 2015 1 Finke noted that is the online portal that would be used for online public participation. 2 He stated that the content and delivery method would be flexible. 3 4 Cousineau questioned how WSB would come into that process. 5 6 Finke stated that he would coordinate the process and the WSB consultant would assist 7 with the public participation and online participation aspects. He noted that he would 8 coordinate the various pieces. 9 10 Mitchell asked if there is a change to the MUSA line. 11 12 Finke did not anticipate a change to the MUSA line. 13 14 Martin referenced the Steering Committee and believed that with the process being 15 condensed it would be important to have a group of individuals that are interested in the 16 City but are not expressing only their personal interest. She stated that she would like to 17 see an application process and would prefer people that have been through the process 18 or have a background in planning. She stated that perhaps the at large positions on the 19 group should have some sort of municipal or planning experience. She acknowledged 20 that it may seem like a drawn out process but she wants to ensure that the people 21 understand the ordinances and Comprehensive Plan process. 22 23 Johnson stated that the Council could appoint two Councilmembers that could, along 24 with staff, go through an application process for the open seats, and the full Council 25 could then ratify the selections. 26 27 Mitchell confirmed that there would be two Council members, two members of the 28 Planning Commission, one Park Commissioner and two at large positions. 29 30 Martin received confirmation that you could only have two members from any group, 31 such as City Council or Planning Commission without having a quorum. 32 33 Batty noted that the meeting would be noticed but agreed that if more than two members 34 from any other group are included a meeting for that group would also need to be 35 noticed. He noted that staff suggested this makeup because if you add too many people 36 scheduling can become difficult. 37 38 Cousineau stated that it is nice to have experience and would like to see different 39 quadrants of the City represented as well. 40 41 Anderson stated that he would be interested in being a member of the Steering 42 Committee. 43 44 Moved by Anderson, seconded by Cousineau, to approve the proposed process and 45 schedule to update the Comprehensive Plan as described in the memorandum. Motion 46 passed unanimously. 47 48 Finke stated that the makeup of the Committee can be adjusted dependent upon the 49 applications the City receives but can use the suggested makeup as a guideline. He 50 stated that he would prefer the two members of the Council that would like to be involved Medina City Council Meeting Minutes 11 September 1, 2015 1 to assist in reviewing applications. He noted that the first meeting of the Steering 2 Committee is scheduled for October. 3 4 Mitchell stated that publication of the notice soliciting members of the Steering 5 Committee could begin immediately in order to keep on schedule. 6 7 Pederson stated that businesses should be represented in some format. 8 9 Martin stated that staff and the desired Council members could solicit input from the 10 Commissions to determine their interested members. 11 12 Finke stated that if the Steering Committee is going to have at large members, the public 13 solicitation process can begin even without knowing the exact makeup of the group. He 14 stated that there can be a discussion on the Council members that will join at the 15 September 15th work session. 16 17 X. CITY ADMINISTRATOR REPORT (8:58 p.m.) 18 Mario Fabrizio, Hamel Fire Department, provided a brief update on the self-contained 19 breathing apparatus (SCBAs) grant to replace outdated equipment and advised that they 20 did receive a grant for that purchase. He stated that does not solve the entire problem 21 but will make a dent in that issue. 22 23 Stremel stated that the weekly construction meeting for Tower Drive occurred today and 24 the contractor is working on utilities. He stated that the utilities should be completed this 25 week and the roadway work will continue with gravel and improved access to the 26 businesses along Tower Drive will occur. He noted that the weather and rain have 27 caused delays. He stated that the curb and boulevard restoration will then occur along 28 with sod installation. He noted that sidewalk work will occur after that and believed that 29 significant progress towards completion should be made in the next two to four weeks 30 with the project to be completed in the next four to six weeks. 31 32 Anderson asked for input regarding the impact to the businesses. 33 34 Scherer stated that it has been difficult, especially in regard to deliveries as the clay is 35 not drying with the rainfall. He stated that the property owners have been very patient 36 and cooperative. 37 38 XI. MAYOR & CITY COUNCIL REPORTS (9:03 p.m.) 39 Pederson reported that he attended the Fields of Medina grand opening, which was well 40 attended and was a very fun event. 41 42 Cousineau stated that she also attended. 43 44 XII. APPROVAL TO PAY THE BILLS (9:04 p.m.) 45 Moved by Martin, seconded by Pederson, to approve the bills, EFT 003293E-003307E 46 for $39,836.19, order check numbers 43262-43310 for $295,408.02, and payroll EFT 47 506614-506638 for $44,196.89. Motion passed unanimously. 48 49 XIII. CLOSED SESSION: UNION CONTRACT NEGOTIATIONS 50 The meeting adjourned to closed session at 9:05 to discuss contract negotiations. 51 Medina City Council Meeting Minutes 12 September 1, 2015 1 Moved by Martin, seconded by Anderson, to move to close session to discuss contract 2 negotiations at 9:05 p.m. Motion passed unanimously. 3 4 The Council returned to open session at 9:41 p.m. 5 6 XIV. ADJOURN 7 Moved by Anderson, seconded by Cousineau, to adjourn the meeting at 9:42 p.m. 8 Motion passed unanimously. 9 10 11 12 Bob Mitchell, Mayor 13 Attest: 14 15 16 Scott Johnson, City Administrator Medina City Council Meeting Minutes 13 September 1, 2015 Agenda Item # 5A Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION 20154# RESOLUTION GRANTING PRELIMINARY AND FINAL PLAT APPROVAL WITH VARIANCE FOR WILLOW MANOR WHEREAS, the city of Medina (the "City") is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, Robert G. Buehler and Nancy U. Buehler (the "Applicants") own property located at 2782 Willow Drive (the "Buehler Land"), which is legally described as: The North 125 feet of the Northeast Quarter of the Southeast Quarter of Section 16, Township 118 North, Range 23 West of the 5th Principal Meridian, lying east of the centerline of the public road as now laid out and travelled; ALSO that part of the Southeast Quarter of the Northeast Quarter of said Section 16 lying east of the following described line: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 895 feet north from the southeast corner of said Southeast Quarter of the Northeast Quarter thence south along said East line a distance of 100 feet, thence along a tangential curve to the right having a radius of 575 feet and a central angle of 38 degrees 20 minutes a distance of 384.70 feet; thence southwesterly tangent to said curve to the South line of said Southeast Quarter of the Northeast Quarter, and said line there ending. ; and WHEREAS, the Paul O. Harmel Revocable Trust U/A owns property (hereinafter, the "Harmel Land") which is legally described as: The North 259.38 feet of the West 824.69 feet of the Northwest Quarter of the Southwest Quarter of Section 15, Township 118 North, Range 23 West of the 5th Principal Meridian, ; and WHEREAS, the Buehler Land and Harmel Land (collectively, the "Property"), despite being owned by two separate parties, has never been legally subdivided from one another; and WHEREAS, the Applicants have requested preliminary and final approval of a plat to subdivide the Property into a single parcel and an outlot; and WHEREAS, the Applicants have also requested approval of a variance to reduce the required minimum lot size for Lot 1, Block 1, from five acres contiguous suitable soils to 3.5 acres contiguous suitable soils; and WHEREAS, the Planning Commission reviewed the requested variance and held a duly noticed public hearing on the plat on August 11, 2015; and Resolution No. 2015-## September 15, 2015 WHEREAS, the City Council held a public hearing related to the variance request and reviewed the proposal at the September 1, 2015 meeting; and WHEREAS, the City Council has, subject to the terms and conditions contained herein, made the following findings of fact with regards to the requested variance: 1. The requested variance is consistent with the comprehensive plan and is in harmony with the general purposes and intent of the zoning ordinance because it does not increase the density of development. 2. The Applicant proposes to use the Property in a reasonable manner, as a single rural residential parcel. 3. The variance allows the Applicant to replace the home which was demolished on the Property and does not confer upon the Applicant any special privileges that are denied to the owners of other lands, structures, or buildings in the same district. 4. The fact that Hennepin County accepted a land transfer on a portion of the Property without it being properly subdivided and the fact that the variance only allows replacement of a home which was previously located on the Property are unique to the Property. 5. The variance will not alter the essential character of the locality because it does not allow an increase in density and only allows replacement of a previously demolished home; and WHEREAS, the City Council has, subject to the terms and conditions contained herein, made the following findings of fact with regards to the requested variance: 1. The proposed subdivision does not conflict with the general and specific plans of the City and is not premature as defined in Section 820.28 of the City Code. 2. The subdivision is appropriate for the physical conditions on the site including the topography, storm water, natural resources, and soils. 3. The subdivision does not alter the density of development and, while proposed Lot 1, Block 1 does not meet minimum lot size standards of the rural residential zoning district, a variance is granted as described in this resolution. 4. The proposed subdivision is not likely to cause substantial environmental damage not is it likely to be injurious to public health. 5. 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 a variance to reduce the required lot area of Lot 1, Block 1 to 3.5 acres of contiguous suitable soils and also hereby grants preliminary and final plat approval for the plat subject to the following terms and conditions: 1) The Applicants shall extinguish the portion of the private roadway easement bisecting Lot 1, Block 1 and grant an easement to the satisfaction of the City over the existing driveways on the lot. Resolution No. 2015-## 2 September 15, 2015 2) Access for Lot 1, Block 1 shall be provided from the existing shared driveway and no direct access shall be permitted to Willow Drive. 3) The Applicants shall establish upland buffers adjacent to the wetland on proposed Lot 1, Block 1, consistent with the City's wetland protection ordinance. This shall include planting of vegetation if necessary, signage, and easements. 4) The Applicants shall address all comments of the City Attorney and abide by the City Attorney's recommendations related to title issues and recording procedures. 5) The plat shall be recorded within 120 days of the date of approval or such approval shall be considered void, unless a written request for a time extension is submitted by the Applicants and approved by the City Council for good cause. 6) The Applicants shall pay to the City a fee in an amount sufficient to reimburse the City for the cost of reviewing the plat and variance. Dated: September 15, 2015. By: Bob Mitchell, Mayor Attest: By: Scott T. Johnson, City Administrator -Clerk The motion for the adoption of the foregoing resolution was duly seconded by member Pederson and upon vote being taken thereon, the following voted in favor thereof: And the following voted against same: (Absent: ) Whereupon said resolution was declared duly passed and adopted. Resolution No. 2015-## 3 September 15, 2015 Agenda Item # 5B MEMORANDUM TO: City Council FROM: Debra Peterson, Planning Assistant; through City Planner Dusty Finke DATE: September 8, 2015 MEETING: September 15, 2015 City Council SUBJ: Brian Etzel - Setback Variance — 2942 Lakeshore Avenue Review Deadline Complete Application Received: July 8, 2015 Review Deadline: November 4, 2015 Overview of Request At the September 1, 2015 Council meeting, the Council approved a 10' x 22' deck for Brian Etzel, the applicant at 2942 Lakeshore Avenue. Since the September 1st meeting, the applicant asked staff to ask for an additional two feet in depth that would go towards Lakeshore Avenue. The revised deck size would be 12' x 22' along Lakeshore Avenue, which is an increase of 44 square feet of additional hardcover. The additional two feet would meet the 30 foot setback requirement along Lakeshore Avenue. The applicant would like to increase the size of the deck since the maintenance free decking material he's planning to use for the deck construction only comes in 12 foot board lengths. Staff researched maintenance free decking and confirmed the 12 foot deck boards are typical as the minimum length however they can be cut just the same as regular wood to accommodate various designs. Attachments 1. Resolution Approving Variance to Brian Etzel for Property Located at 2942 Lakeshore Avenue 2. Original - Site Plan received by the City 7/13/2015 (approved size) 3. Revised Site Plan received by the City 9/7/15 (proposed size) Brian Etzel Setback Variance Page 1 of 1 September 15, 2015 City Council Meeting Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. 2015- RESOLUTION APPROVING VARIANCE TO BRIAN ETZEL FOR PROPERTY LOCATED AT 2942 LAKESHORE AVENUE WHEREAS, the city of Medina (the "City") is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, Brian Etzel (the "Applicant") owns property at 2942 Lakeshore Avenue which is legally described on Exhibit A, attached hereto (the "Property"); and WHEREAS, the Applicant has requested approval from the City for a variance from the setback requirements of the City Code in order to expand a deck on their home. The variance request would reduce the required setback from the Balsam Street right-of-way from 30 feet to 12 feet; and WHEREAS, on August 11, 2015, the Planning Commission held a duly noticed public meeting where testimony was heard from the Applicant, city staff, and other interested parties; and WHEREAS, on September 1, 2015, the City Council held a public hearing, reviewed the request, considered the recommendations of the Planning Commission and heard comments from interested parties; and WHEREAS, the City Council has made the following findings of facts with regards to the requested variance: (a) An undue hardship exists as a result of the narrowness of the lot and this circumstance does not apply generally to other property in the same zoning district. (b) The literal interpretation of the setback provisions of the City Code would prevent the Applicant from constructing a deck onto their home on the subject property, which is a reasonable use and a right commonly enjoyed by other properties in the district. (c) The narrow width of the existing lot does not result from the actions of the Applicant. (d) Granting of the variance does not confer on the Applicant any special privileges that are denied to owners of other property in the same district. Resolution No. 2015- September 15, 2015 (e) The variance will not alter the essential character of the area and the deck is of an average size for the home. NOW, THEREFORE BE IT RESOLVED, that the City Council of Medina, Minnesota hereby grants approval of the variance referenced above, subject to the following terms and conditions: 1) The Applicant shall convert hardcover areas to pervious surfaces to the satisfaction of City staff in order to reduce the overall impervious surfaces on the Property. 2) The Applicant shall not remove any of the trees or vegetation surrounding the proposed deck. 3) The Applicant shall utilize the variance within one year of approval, or the variance shall be considered null and void. 4) The Applicant shall pay to the City a fee in an amount sufficient to reimburse the City for the cost of reviewing the variance and other relevant documents. Dated: September 15, 2015. By: Bob Mitchell, Mayor Attest: By: Scott Johnson, City Administrator 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: (Absent: ) Whereupon said resolution was declared duly passed and adopted. Resolution No. 2015- 2 September 15, 2015 Exhibit A Legal Description of the Property A certain tract or parcel of land in Hennepin County, in the State of Minnesota, described as follows: All of Lot 1 and the Westerly 40 feet of Lots 2 and 19, Block 26, "Independence Beach, Hennepin County, Minnesota", except that part thereof described as follows: Commencing at the Southwest corner of said Lot 1; thence Southeasterly along the Northerly line of Main Street a distance of 140 feet more or less to the Southeast corner of the Westerly 40 feet of said Lot 19; thence North parallel with the East line of said Lot 1 a distance of 54.33 feet; thence Northwesterly to a point on the Westerly line of said Lot 1 distance 40 feet Southwesterly from the Northwest corner thereof; thence Southwesterly a distance of 55 feet to point of beginning. Resolution No. 2015- 3 September 15, 2015 N LOTS 1, 2 & 19, BLOCK 26, "Independencartseacn- /344sArm 1_ HENNEPIN COUNTY, MINNESOTA ... 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S101 N 51,sogy ›/Dia_igg /or MEDINA POLICE DEP� Agenda Item #5C 6 U Ulydesdale Iran MEMORANDUM Medina, MN 55340.9790 p: 763-473-9209 f:763.473-8858 non -emergency: 763-525-6210 Emergency 9-1-1 TO: Administrator Scott Johnson and Medina City Council FROM: Director of Public Safety Ed Belland DATE: September 8, 2015 RE: Lake Minnetonka Emergency Management Plan Over the past eight months, the Lake Minnetonka Emergency Management Group has been working on updating our emergency operations plan. We have completed the final revisions and it has been distributed to all jurisdictions involved in our emergency management group. The changes to the plan include three new annexes: Domestic and Exotic Animal Directory, Terrorism, and Volunteer/Donations, along with other updates such as name changes and several minor grammatical changes. You will find a copy of the emergency management operations plan in digital format, along with a hard copy at the September 15, 2015, Medina City Council meeting. Attached to this memo is a resolution asking for your acceptance of the Lake Minnetonka Emergency Management Operations Plan. We would ask the City Council to approve the resolution accepting the changes to the plan and authorizing the Mayor and Administrator to sign the resolution accepting the changes. If you have any questions, please feel free to contact me. Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. 2015- RESOLUTION ADOPTING THE UPDATED LAKE MINNETONKA EMERGENCY OPERATIONS PLAN (LMEO) WHEREAS, the City of Medina is a member of the Lake Minnetonka Emergency Management Group; and WHEREAS, the City of Medina holds a common ordinance describing the responsibilities of the Lake Minnetonka Emergency Management Group with the other jurisdictions; and WHEREAS, the Emergency Mangers for each jurisdiction, who are appointed by their elected boards, are responsible for the Lake Minnetonka Emergency Operations Plan; and WHEREAS, the Lake Minnetonka Emergency Operations Plan must be updated and reviewed to ensure compliance with the latest laws and requirements; and WHEREAS, the Lake Minnetonka Emergency Operations Plan has been updated and approved by the Lake Minnetonka Emergency Managers. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Medina approves the updates to the Lake Minnetonka Emergency Operations Plan as of September 15, 2015. Dated: September 15, 2015. Bob Mitchell, Mayor ATTEST: Scott T. Johnson, City Administrator - 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. 2015- September 15, 2015 Agenda Item # 5D Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. RESOLUTION ORDERING PREPARATION OF A FEASIBILITY REPORT ON THE SIOUX DRIVE TURN LANE IMPROVEMENT PROJECT WHEREAS, it is proposed to improve turn lanes on Sioux Drive between 150 and 500 feet south of Trunk Highway 55 and to assess the benefitted properties for all or a portion of the cost of the improvement, pursuant to Minnesota Statutes, Chapter 429; and WHEREAS, the City of Medina has on file executed petition and waiver agreements from the benefitted property owners. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Medina, Minnesota, as follows: That the proposed improvement, called the Sioux Drive Turn Lane Improvement Project, be referred to the City Engineer for study and that WSB & Associates is instructed to report to the City Council with all convenient speed advising the City Council in a preliminary way as to whether the proposed improvement is necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate the individual assessments for affected parcels. Dated: September 15, 2015. Bob Mitchell, Mayor ATTEST: Scott T. Johnson, Administrator -Clerk The motion for the adoption of the foregoing resolutions 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. 2015- September 15, 2015 YY SB Associates, Inc. engineering • planning • environmental • construction September 9, 2015 Mr. Steve Scherer Public Works Director City of Medina 2052 County Rd 24 Medina, MN 55340 701 Xenia Avenue South Suite 300 Minneapolis, MN55416 TeL 763-541-4800 Fax: 763-541-1700 Re: City of Medina 2016 Sioux Drive Turn Lane Improvement Project Proposal to Provide Engineering for Feasibility, Final Design, & Bidding Services Dear Mr. Scherer: As requested, the following proposal outlines the scope of services and the associated engineering fees necessary to complete the 2016 Sioux Drive Turn Lane Improvement Project. PROJECT UNDERSTANDING With new commercial developments currently underway in the immediate area, including an ALDI grocery store, the City is anticipating an increase in traffic volumes and turn lanes will be required to accommodate additional vehicular movements. The 2016 construction project consists of adding turn lanes and extending existing turn lanes along Sioux Drive between Trunk Highway 55 and the railroad tracks to the south. The work will involve widening portions of the roadway, replacing concrete medians and curb, modifying storm sewer systems, bituminous paving, and restriping the intersection and turn lane areas to accommodate the proposed improvements. Any significant improvements in and around the existing railroad tracks, that may be identified during the public input process or final design, are not included in this scope of work and will be considered an extra to this scope of services. It is also understood that the project financing does not include State or Federal Aid funding. The proposed scope of services will include the completion of a topographic survey, base -map creation in an AutoCAD format, the preparation of a feasibility report, assessment roll, and development of construction documents including final plans and project specifications, and bidding assistance. A detailed estimate for construction services has not been included in this scope of work,. The cost for the construction services required is primarily based on the construction time needed for the contractor to complete the proposed work. An estimate of the cost for these services can be provided when the project design, schedule, and contract documents are complete. Equal Opportunity Employer wsbeng. com K:\PersonalWim Strom! of Medina\_City Projects\Project - Turn Lanes at Wealshire & AldhAldi Site\Contract\2015-09-09 Medina Sioux Drive- \ Medina Sioux Drive Turn Lanes — Engineering Proposal September 9, 2015 Page 2 SCOPE SERVICES The following list of tasks is needed to complete the project from preliminary design, feasibility reporting, through final plans/specifications and bidding. Task 1: Topographic Survey, Feasibility, and Preliminary Design A design level topographic survey will be completed for the entire project area to identify surficial information/landmarks, existing grades, property corners/lines, and public/private utility locations. This information will not constitute an official boundary survey. The overall task will include obtaining record plan information from the City on the location and potential conflicts with other utilities, finalizing an AutoCAD base map, notification of private utility companies within the project corridor, and any other related information for the area that may impact design or construction. This task includes a preliminary layout and design based upon public comments, City staff review and engineering judgment. The preliminary layout will be a representation of horizontal and vertical alignments with potential construction limits shown and potential construction conflicts. Minor revisions will be made based upon City staff or Council direction. A feasibility report depicting the improvement corridor existing conditions, proposed improvements, funding requirements and resources, figures depicting the improvements, and feasibility statements regarding the improvements will be drafted in accordance with Minnesota Statutes Chapter 429. A detailed preliminary opinion of potential construction/project costs, along with a project schedule, and assessment roll will also be prepared. Public involvement is also included as a part of this task including the attendance at two City Council meetings, one meeting with City staff regarding design, as well as preparation of the necessary resolutions and related information. It has been assumed that a neighborhood meeting will not be required for this project. Task 2: Develop Final Plans and Specifications Final plans and specifications will be prepared for the project. Specific work included with this task will be development of the project documents including plans and specifications for bidding. The plans will detail the improvements including the geometries of the turn lane extensions and additions, pavement section, pavement marking/striping, centerline elevations for curb replacement, removals and restoration, erosion control, and SWPPP documentation if needed. This task will also include a meeting with private utility companies prior to final plan completion, acquiring the necessary permits and providing an engineer's opinion of probable cost.. 10Personahhm Stremel\City of Medina\_City Projects \Project - Tum Lanes at Wealshire & A]diWldi Site \Contract\2015-09-09 Medina Sioux Drive - Work PI& Medina Sioux Drive Turn Lanes — Engineering Proposal September 9, 2015 Page 3 Task 3: Provide Bidding/Support Services WSB staff will prepare the advertisement for bids, respond to contractor questions, attend a bid opening, provide a bid tabulation, conduct at pre -bid meeting if needed, evaluate the bids and qualifications, and provide an award recommendation. ANTICIPATED PROJECT SCHEDULE City Council Orders Feasibility Study and Engineering Services September 15, 2015 City Council Receives Feasibility Study & Orders Project October 20, 2015 Final Design October, 2015 - January, 2016 Council Approve Plans and Specifications / Authorize Ad for Bid January 19, 2016 Open Bids February 23, 2016 City Council Receives Bids & Adopts Assessment Roll March, 2016 Council Awards Construction Contract March, 2016 City Approves Consultant Contract (Construction Services) March, 2016 Begin Construction May/June, 2016 Final Completion August/September, 2016 10Personahhm Stremel\City of Medina\_City Projects \Project - Tum Lanes at Wealshire & A]diWldi Site \Contract\2015-09-09 Medina Sioux Drive - Work PI& Medina Sioux Drive Turn Lanes Engineering Proposal September 9, 2015 Page 4 PROPOSED FEE A copy of the project task hour budget is attached for your reference. Based on the proposed task hour budget, WSB will complete the scope of work previously discussed on hourly basis for a not -to -exceed amount of $25,383. This represents our complete understanding and scope of the project. If you wish to authorize this work please sign below and return one copy to my attention. We are available to begin work immediately based on your authorization. We appreciate the opportunity to provide the City of Medina with this proposal and we are again looking forward to working with you and your staff toward the completion of the project. Please feel free to contact me with any questions or concerns you have. Sincerely, WSB & Associates, Inc. Jim Stremel, P.E. Project Manager Attachments City of Medina: Authorized signature Title Date K:\PersonalVim Stremel\City of Medina\_City Projects \Project - Tum Lanes at Wealshire & A1dhAldi Site \Contract\2015-09-09 Medina Sioux Drive zRi`�Z Sala'IVZOI £8t SZ S ter S ! UZS`£ $ 866`L S 916`£ S Z8L7 S 198£`t $ 1 L8Z`I $ siso J .aogirl palm lelo,L u2paall £8£`SZ S SIZ 81 ZZ Z9 tt 9Z t£ 6 sznoilmoi L90`£ $ 6Z 8 8 ZT T saalutas poddnsi8ulpplg apino.ld '£ ZZt`6 $ Z8 8 Ot 9T 8 8 Z suolleagpads pue weld Full dolauaa •Z P6871 $ POI Z ZZ ZZ OZ 81 ti 9 puoagns 096`i $ 91 t t t t (uupumoutaw `(s)duuaay AuD `suouniosau) ssaootd ougnd •O tS£`9 $ 9S Z 9 9 91 91 8 Z 92IsaQ unsaid `XPn1S X1IIITsead •g 08S`t $ Z£ 9I ZI Z Z uoueuusloop kepi l `uouendaid dew meg `Xonins atgdeJ odoi .d al a mpaad tg i m:pseag 1 uopdtaasaa sisu,L 000 sing Iew! m uepleupay =_ITO ntau /Swans uosiad-Z IA lstletaads 8uuaaut8uq III Bug alenput0 JooluSuq laafotd JoSeuew pa fold Iecijoupd sang paletuusq klunop utdauuaH �uipay� Jo A1.13 pafoad luatuanoaduii auu7 u.anZ ani.aQ xnois 9i0Z SIOZ `6 JacquialdaS saawas tumaauitua jo ai uuma aflj `SOMOOSSIf STA4 Agenda Item # 5E AMENDMENT TO UPLAND BUFFER EASEMENT AGREEMENT THIS AMENDMENT TO UPLAND BUFFER EASEMENT AGREEMENT (the "Amendment") is made this day of , 2015, by and between the city of Medina, a Minnesota municipal corporation (the "City"), and Charles W. Morse and Berit E. S. Morse, married to each other (collectively, the "Grantor"). RECITALS A. Grantor is the fee owner of property located in Hennepin County, Minnesota, legally described in Exhibit A attached hereto (the "Property"). B. The Property is subject to an Upland Buffer Easement (the "Upland Buffer Easement"), which was created by the Upland Buffer Easement Agreement (the "Agreement"). The Agreement was recorded in the office of the Hennepin County Recorder on July 8, 2011 as doc. no. A9672811. The Upland Buffer Easement is also referenced in the Master Declaration of Covenants for The Enclave recorded September 20, 2012 as doc. no. A9844055 and the First Annexation Amendment to Amended and Restated Master Declaration of Covenants for The Enclave recorded on September 28, 2012 as doc. no. A9849343. C. City regulations permit the width of the Upland Buffer Easement to vary, provided certain requirements are met. D. Grantor desires to alter the location of the Upland Buffer Easement on the Property. E. The City has reviewed the request and determined that the proposed Amended Upland Buffer Easement is consistent with City regulations and agrees to the new location. 1 467401v2 ME230-1PZ PROVISIONS In consideration of the mutual promises of the parties contained herein, the parties agree as follows: 1. Grantor hereby grants to the City a non-exclusive easement for upland buffer purposes, as such purposes are more fully described in the Agreement. The legal description of the Amended Upland Buffer Easement on the Property is included in Exhibit B, attached hereto. 2. The location of the Amended Upland Buffer Easement is depicted in Exhibit C, attached hereto. 3. Except as explicitly noted in this Amendment, all other terms and conditions of the Agreement shall remain in full force and effect. 4. Grantor represents that Grantor owns the Property in fee simple, subject only to the encumbrances of record and has the right and authority to amend the Agreement as set forth herein. 5. Any notice required in this Amendment shall be delivered personally or sent by U.S. certified mail, return receipt requested: a) as to Grantor: Charles and Berit Morse 3224 Butternut Drive Medina, MN 55340 b) as to City: with a copy to: City of Medina 2052 County Road 24 Medina, MN 55340 ATTN: City Administrator Ronald H. Batty Kennedy & Graven 470 U.S. Bank Plaza 200 South Sixth Street Minneapolis, MN 55402 or at such other address as either party may from time to time notify the other in writing in accordance with this paragraph. 6. The Agreement recorded as doc. no. A9672811 was also recorded against other parcels in addition to the Property. This Amendment affects only the Upland Buffer Easement on the Property and does not affect any other parcel against which the Agreement was originally recorded. 2 467401v2 ME230-1PZ IN WITNESS WHEREOF, the parties to this Amended Upland Buffer Easement Agreement have caused these presents to be executed as of the day and year aforesaid. Charles W. Morse Berit E. S. Morse STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) This instrument was acknowledged before me this day of , 2015, by and Charles W. Morse and Berit E. S. Morse, married to each other. Notary Public 3 467401v2 ME230-1PZ CITY OF MEDINA By: By: STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) Bob Mitchell, Mayor Scott T. Johnson, City Administrator -Clerk The foregoing instrument was acknowledged before me this day of 2015, by Bob Mitchell and Scott T. Johnson, the mayor and city administrator -clerk, respectively, of the city of Medina, a Minnesota municipal corporation, on behalf of the municipal corporation. This instrument drafted by: City of Medina (DDF) 2052 County Road 24 Medina, MN 55340 Notary Public 4 467401v2 ME230-1PZ EXHIBIT A LEGAL DESCRIPTION OF THE PROPERTY Lot 3, Block 2, The Enclave at Medina 2nd Addition, according to the recorded plat thereof, Hennepin County, Minnesota A-1 467401v2 ME230-1PZ EXHIBIT B LEGAL DESCRIPTION OF THE AMENDED UPLAND BUFFER EASEMENT Commencing at the northwest lot corner of said lot 3; thence on an assumed bearing North 82 degrees 49 minutes 05 seconds East, along the north line of said Lot 3, a distance of 111.17 feet to the point of beginning; thence North 82 degrees 49 minutes 05 seconds East, along said north line said Lot 3, a distance of 15.20 feet; thence South 41 degrees 54 minutes 58 seconds East, along the northeasterly line of said Lot 3, a distance of 45.83 feet; thence South 15 degrees 58 minutes 31 seconds East, along the east line of said Lot 3, a distance of 15.12 feet; thence South 71 degrees 10 minutes 41 seconds West, along a southeasterly line of said Lot 3, a distance of 28.48 feet; thence North 32 degrees 57 minutes 26 seconds West, a distance of 19.69 feet; thence North 07 degrees 14 minutes 47 seconds West, a distance of 12.34 feet; thence North 34 degrees 01 minutes 50 seconds West, a distance of 19.73 feet; thence North 02 degrees 10 minutes 04 seconds East, a distance of 10.82 feet to the point of beginning. B-1 467401v2 ME230-1PZ EXHIBIT C DEPICTION OF AMENDED UPLAND BUFFER EASEMENT EXISTING OUSE .F- n1' 0 NORTHWEST LOT CORNER N82°49'05"E 111. 7 i LOT 3 JOB R_ 60388-041 REVISIONS FIELD CREW: DRAWN BY: EMW CHECKED BY: DEP DATE: 08-2575 i _NORTH LINE OE LOT 2. �26.37 i pOINT OE EEGINNINO = 582°32'04'N 85. 14 615, WETLAND NWL 100200 HWL 1003.9 (ry. •-� r(1A 4 1 s9i0 .gp 6 Be Ors \ „11 60'4 ,* 51 \"`6.,,,,,4 m n s � A 1 SATHRE-BERGQUIST, INC. n 150506TH BROADWAY WAYZATA, MN 55.1 (95O.O55000 BUFFER EXHIBIT PREPARED FOR CHARLES MORSE 3224 BUTTERNUT DRIVE CITY OF MEDINA, MINNESOTA Propaeed Buffer PROPOSED BUFFER T.1 , D ADDITION. Renown 1 L. i.. I..,,,,hd as follows: Co.:..iao v lot cum,:.I -..i I:. a.,.an assumed bcariag Voi I _ i, n.s05.661 - •li,.• I.,, of said Lot 3,a s.uno, 11 1,'.(I I thence So1h 41 tl g[res 5J I • I I I c f said Lot d distance of 45.62 A. I .6t. along the east lone of said Lm'4 .,emu IS-.2 I-mutes41 seconds Wee, alon„ .-1,casterly hac of of sald Lel s Afsfeet, thence North 32 degrc.c+v 1, 11,'_G seconds West, a &son. INoma O 1 degrees [ra , ,„ n . i..-n 015taoec Df10.82 I;,,, .1.i - 1,540 So-14 1 I.. moved = 53 Sq-Ft. Las: ter a:ca :� he added - 53 Sq. Fe a.nc 1 E.w�ruwJ David B. Pemberton, PIS MinnowmN. 4034A P mMrnmyathrr rnm 20 10 0 10 20 40 SCALE IN FEET 467401v2 ME230-1PZ Agenda Item # 7A MEMORANDUM TO: Mayor Mitchell and Members of the City Council FROM: Dusty Finke, City Planner; through City Administrator Scott Johnson DATE: September 10, 2015 MEETING: September 15, 2015 City Council SUBJ: Stonegate — PUD General Plan and Preliminary Plat Background The City Council reviewed an updated site plan for the Stonegate Conservation Design subdivision at the August 18 meeting. Following review, the Council directed staff to prepare approval documents, provided the applicant updated the plans and plat consistent with Council's discussion. The applicant submitted updated documents on September 1. These are attached for reference. These documents generally made the changes noted in the August 18 site plan with the following exceptions: 1) Lots 4 and 5, Block 7 were increased in size and Lot 3, Block 7 was reduced in size. This resulted in a net decrease of approximately 0.14 acre of Conservation Area in this location. 2) Lot 2, Block 8 was adjusted to provide frontage on the cul-de-sac in addition to frontage on Deerhill Road. This resulted in a net increase in the size of the lot and a net decrease of approximately 0.1 acre of Conservation Area. 3) Rear lot line of Lot 1, Block 5 was adjusted slightly so that the septic system met setbacks from the rear lot line. This resulted in a net increase in the size of the lot and a net decrease of approximately 0.01 acre of Conservation Area. 4) Lot lines were adjusted between lots in a number of locations, altering the shapes of lots but not changing Conservation Area. The changes would reduce the conservation area by approximately 0.24 acres, from 35.4% of the buildable area to 35.3%. However, the lot arrangement in the August 18 site plan allowed a stormwater pipe to be located along a property line. In the updated plan, the pipe bisects Lot 4, Block 7. Staff has suggested a condition within the resolution (condition 6) that requires either the location of the stormwater pipe or the lot line be adjusted. If the City Council is concerned about the reduction of 0.24 acre of Conservation Area, condition 6 could be amended to: "The final plat shall decrease the depth of Lot 4, Block 7 in order to increase the amount of Conservation Area to match the sketch provided by the Developer on August 18, 2015." This would also place the stormwater pipe along the property line. The updated plans include the trail requested by Council from Morningside to the south, but staff recommends that this trail location be adjusted slightly west (probably 10-15 feet) so that it is clear of the tree line on the eastern property boundary. The applicant also proposes 15-foot wide trail easements rather than the width requested by staff. Staff believes it is important to have a minimum 20-foot easement width where the trail easement is not adjacent to right-of-way in Stonegate Page 1 of 3 September 15, 2015 PUD General Plan/Prelim Plat City Council Meeting order to provide flexibility when laying out and constructing the trail base. As such, the attached resolution includes a condition requiring 20-foot easements where not adjacent to right-of-way. The applicant has requested adjustments to a number of the conditions previously discussed by the City Council. Their attached cover letter describes these requests. Staff did not have concerns with many of the requested changes, and many have been incorporated into the attached resolution. Changes which were made at the request of the applicant are highlighted in yellow in the resolution. The conditions have been rearranged in the resolution from the order they were described in previous staff reports (because a number of the conditions had been satisfied by the plans submitted by the applicant). As such, it is difficult to compare the applicant's list of requested changes with the attached resolution. For convenience, staff has summarized below: • 1st bullet (trail easements): As noted above, staff believes the 20-foot wide easements are important where there is no adjacent public right-of-way. Staff had previously suggested 35 foot wide easements in some locations to maximize flexibility, but believe 20-feet should suffice. Staff has amended the condition to accept a 15-foot wide easement adjacent to rights -of -way and require 20-feet in other cases (condition 11). • 2nd bullet (easement over Orono property): Staff has adjusted the condition to note that the Developer is responsible to grant the right-of-way easement over the Orono property (condition 24). Agreements and permits may still be necessary for construction of the street, but the reference to the Developer being directly responsible for them has been removed. • 3rd bullet (conservation areas): Staff believes it is important that all conservation easements be in place at the time of the initial final plat recording, since the benefits of the conservation design subdivision are being immediately realized by the Developer. Staff believes it is reasonable to require the restoration of the conservation areas at the same time as adjacent development and has adjusted the condition to reflect this allowance (condition 15). Staff also believes it is reasonable to require a financial guarantee for the restoration of the conservation area if the Developer chooses to delay restoration until the adjacent phase of development. These requirements are also included in condition 15. • 4th bullet (wetland delineation/yield plan): Staff believes the Developer's requested language change is reasonable and has incorporated it into condition 16. • 5th bullet (street trees): Staff believes the Developer's requested language change is reasonable and has incorporated it into condition 18. • 6th bullet (significant trees): Staff believes the Developer's requested language change is reasonable and has incorporated it into condition 17. • 7th bullet (conservation area maintenance escrow): Staff believes the Developer's requested language change is reasonable and has incorporated it into condition 20. • 8th bullet (bonding for Deerhill Road): Staff believes the Developer's requested language change is reasonable and has incorporated it into condition 1. Stonegate Page 2 of 3 September 15, 2015 PUD General Plan/Prelim Plat City Council Meeting Potential Motions If the Council finds that the application meets the objectives of the CD-PUD ordinance and should be approved, the following motions may be in order. Move to adopt the ordinance establishing a Conservation Design -Planned Use Development district for "Stonegate " and amending the official zoning map. Move to adopt the resolution authorizing publication of the ordinance by title and summary. Move to adopt the resolution approving a preliminary plat and establishing findings of fact for a general plan Planned Unit Development for a subdivision to be known as "Stonegate. " Attachments 1. Ordinance establishing CD-PUD district and amending official zoning map 2. Resolution authorizing publication by title and summary 3. Resolution approving preliminary plat 4. City Engineer Comments dated 9/9/2015 5. Applicant letter describing concerns with conditions 6. Preliminary plat and plan documents Stonegate Page 3 of 3 September 15, 2015 PUD General Plan/Prelim Plat City Council Meeting Agenda Item # 7A1 CITY OF MEDINA ORDINANCE NO. AN ORDINANCE ESTABLISHING A CONSERVATION DESIGN -PLANNED UNIT DEVELOPMENT DISTRICT FOR "STONEGATE" 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 certain property in the City (the "Property") which is legally described as: The East Half of the Southwest Quarter of Section 21, Township 118, Range 23, Hennepin County, Minnesota. and The Northeast Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota. and The Southeast Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota except that part thereof that lies Westerly of the following described line: Commencing at the Northwest corner of said Southeast Quarter of the Northwest Quarter; thence on an assumed bearing of South 0 degrees, 07 minutes, 42 seconds West along the West line of said Southeast Quarter of the Northwest Quarter, a distance of 925.33 feet to the actual point of beginning of the line being described; thence South 45 degrees, 52 minutes, 18 seconds East, a distance of 115.25 feet; thence South 11 degrees 56 minutes, 18 seconds East, a distance of 53.92 feet; thence Southwesterly to a point in the West line of said Southeast Quarter of the Northwest Quarter, distant 1140.18 feet Southerly of the Northwest corner of said Southeast Quarter of the Northwest Quarter and said line there ending. and That part of the Southwest Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota as described as follows: Beginning at the Northeast corner said Southwest Quarter of the Northwest Quarter; thence South along the East line of said Southwest Quarter of the Northwest Quarter a distance of 668.33 feet; thence West parallel with the North line of said Southwest Quarter of the Northwest Quarter, a distance of 548.47 feet to the Easterly line of Dillman Road; thence Northwesterly deflecting to the right 41 degrees, 13 minutes, 16 seconds along Easterly line of said Road, a distance of 60.15 feet; thence Northerly 239.14 feet along the Easterly line of said Road being a tangential curve to the right having a radius of 254.35 feet; thence Northerly 249.7 feet along easterly line of said Road, being tangent to last described curve; thence Northerly 166.62 feet along the Easterly line of said Road to the North line of said Southwest Quarter of the Northwest Quarter; said 166.62 feet being along a tangential curve to the left having a radius of 650.97 feet; thence East along North line of said Southwest Quarter of the Northwest Quarter 655.43 feet to the point of beginning Section 2. The Property is hereby zoned CD-PUD, Conservation Design District - Planned Unit Development. Section 3. Stonegate Conservation Design Planned Unit Development Plan. A. All entitlements, including but not limited to, allowed dwelling units, allowed uses, and development standards established within this CD-PUD District are hereby set forth by the Stonegate General Plan received by the City on September 1, 2015 incorporated herein by reference as Exhibit A and as may be modified by this ordinance and Resolution 2015-_ approving the preliminary plat for "Stonegate". B. Any allowed uses and standards not specifically addressed by this Ordinance shall be subject to the requirements set forth by the City of Medina Zoning Ordinance and the requirements of the Rural Residential zoning district. Section 4. Lot Area and Dimensional Requirements. Lot requirements shall conform to the general width and area of the lots as represented on the Stonegate CD-PUD General Plan. Section 5. Lot Setback and Performance Standards. All standards of the Medina City Code and the Rural Residential zoning district shall apply to the property unless explicitly amended in this ordinance or explicitly addressed in the CD-PUD, Conservation Design -Planned Unit Development zoning district. The following setback and performance standards are hereby in place for the Stonegate Conservation Design -Planned Unit Development: Front yard setback/setback to streets: 40 feet Side yard setbacks: 20 feet Rear yard setbacks: 40 feet Section 6. The City of Medina Zoning Administrator is hereby directed to make the appropriate changes to the official zoning map of the City of Medina to reflect the change in zoning classifications as set forth above upon this ordinance becoming effective. Section 7. A copy of this Ordinance and the updated map shall be kept on file at the Medina City Hall. Section 8. This Ordinance shall be effective upon its passage and publication and recording of the final plat of Stonegate. Adopted by the Medina City Council this 15th day of September 2015. CITY OF MEDINA By: Jeff Pederson, Acting Mayor Attest: By: Scott T. Johnson, City Administrator -Clerk Published in the South Crow River News on this day of September, 2015 ]NiAcrRlr >a P 35, rem ne MM reiWnrws leill On1011 ArgA.7M"r Dli—iKn ,ansanr • +rseYbl/n OC1.40.1eerrl'r1.•• Me' W�Vn raeli0e .1114911.. • 1- MOW. wf.11O NL 41 K•� rl I avormasiseotxMl lC.�, as. • ' Y l+erlM 413 SHEET INDEX TABLE '+ Tale Snea1 1-1 Bounder, 5+rvey1Exhdn6 Cartllknla 14 Prelln•.hary leg I-0 Gradl-q• OralnaS», a Erode., Cor4t1 -home, ow.. 'um 1.11mx1 041•11NYAM16111111. mamma aa WOW w.+*" r�.r Tnaloits + l �eeeTMemioe1M04 «`a 7� t•s *An Cordrione M, y $ATHRE-BERGt]VIST, INC_ Y sun4eYilw•+ka, Ws. w.ie aril �e nO tom; NSF ,ASFn SY - "1 ar m,.,.r41 I OXDINA. MINNE80TA Mir STONI7DATi :a�C T1 Agenda Item # 7A2 Member _ introduced the following resolution and moved its adoption. CITY OF MEDINA RESOLUTION NO. 2015-## 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 conservation design -planned unit development district for "Stonegate" and amending the official zoning map; and WHEREAS, Minnesota Statutes § 412.191, subdivision 4 allows publication by title and summary in the case of lengthy ordinances or those containing charts or maps; and WHEREAS, the ordinance is three 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 administrator -clerk shall cause the following summary of Ordinance No. ### to be published in the official newspaper in lieu of the ordinance in its entirety, but only upon recording of the Stonegate plat: Public Notice The city council of the city of Medina has adopted Ordinance No. ###, an ordinance establishing a planned unit development district for "Stonegate" and amending the official zoning map. The ordinance rezones certain property east of Homestead Trail and west of Deerhill Road to a Conservation Design -Planned Unit Development (CD-PUD) district, establishing alternative development standards to the standard zoning requirements of the City related to a conservation design subdivision. The full text and map exhibits of Ordinance No. ### are available from the city administrator -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 administrator -clerk keep a copy of the ordinance in his office at city hall for public inspection and that he post a full copy of the ordinance in a public place within the city. Resolution No. 2015-## September 15, 2015 Dated: September 15, 2015 Jeff Pederson, Acting Mayor ATTEST: Scott T. Johnson, City Administrator -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: (Recused:) Whereupon said resolution was declared duly passed and adopted. Resolution No. 2015-## 2 September 15, 2015 Agenda Item # 7A3 Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO.2015-## RESOLUTION APPROVING A PRELIMINARY PLAT AND ESTABLISHING FINDINGS OF FACT FOR A GENERAL PLAN PLANNED UNIT DEVELOPMENT FOR A SUBDIVISION TO BE KNOWN AS "STONEGATE" WHEREAS, the city of Medina (the "City") is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, Stonegate Farm, Inc. (the "Owner") owns approximately 170 acres of property in the City (the "Property") west of Deehill Road and east of Homestead Trail which is legally described in Exhibit A; WHEREAS, Property Resources Development Corporation (the "Developer") has made an application for a general plan planned unit development and preliminary plat for the Property; and WHEREAS, the Developer proposes to develop the Property as a conservation design planned unit development with 41 residential units; and WHEREAS, the Planning Commission held a duly noticed public hearing on July 14, 2015; and WHEREAS, the City Council reviewed the proposed development and the Planning Commission recommendation on August 5, 2015 and August 18, 2015; and WHEREAS, the City Council makes the following findings of fact in regards to the general plan planned unit development: a. The proposed plan is compatible with the standards, purposes and intent of the PUD Ordinance and the Conservation Design district. b. The proposed conservation areas provide protection of natural areas in excess of that provided through development following rural residential standards. c. The proposed conservation area makes connections between ecologically significant natural areas. d. The PUD provides preservation and restoration of desirable site characteristics and maintains open space. WHEREAS, subject to the fulfillment of the conditions noted below, the City Council makes the following findings of fact in regards to the preliminary plat based on the requirements of the Subdivision Ordinance: Resolution No. 2015-## September 15, 2015 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. c. The proposed subdivision will not cause substantial environmental damage. d. The proposed subdivision is not likely to be injurious to public health. e. 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 preliminary plat approval and finds it to be consistent with the general plan planned unit development subject to the terms and conditions herein: 1. The Developer shall install all improvements shown on the plans received by the City on September 1, 2015, except as modified herein. The construction of Deerhill Road may be completed through a public improvement project assessable entirely to the Property under terms and contractual obligations acceptable to the City. The Developer shall submit final construction plans for all other improvements for review and approval by the City Engineer prior to any construction. 2. The Developer shall enter into a development agreement with the City, which shall be in a form and of substance acceptable to the City and which shall include the conditions described in this approval as well as other requirements by City ordinance or policy. 3. The Developer shall provide to a City a letter of credit prior to any site construction in an amount recommended by the City Engineer to ensure completion of the required improvements, including all restoration of conservation areas. 4. Except as explicitly authorized by City resolution or ordinance, all aspects of this subdivision shall comply with all applicable state laws, city codes, ordinances and regulations. 5. The Developer shall obtain wetland replacement plan approval prior to approval of the final plat. 6. The Developer shall adjust the location of the stormwater pipe cutting across Lot 4, Block 7 to be along the side property line or adjust the lot alignment so that the stormwater pipe is along a property line. 7. The new portion of Deerhill Road constructed within the Property shall be built to the standards required by City ordinances and standards, including a 24 foot wide driving surface and adequate shoulders. 8. The Developer shall submit Homeowner Association (HOA) documents for review and approval of the City. Such documents shall ensure maintenance of conservation areas, stormwater facilities, private roads, and other common elements. HOA documents shall also include enforcement provisions by which the HOA will ensure homeowners abide by management plans for subsurface sewage treatment systems. 9. Street names shall be consistent with City street -naming practices (i.e. Fox Hill Court; Stags Ridge Court). Resolution No. 2015-## 2 September 15, 2015 10. Shared driveways shall meet relevant standards and include a reciprocal easement and maintenance agreement satisfactory to the City, which shall be recorded against the properties. 11. The Developer shall grant trail easements in the locations shown on the plans received by the City on September 1, 2015, except as follows. Trail easements which are not immediately adjacent to public rights -of -way shall be a minimum of 20-feet in width. The trail easement north of the center point of the Fox Hill Court cul-de-sac shall be located to abut the western property line of the Property until a point north of Lot 9, Block 1, at which point it shall extend onto the island. The trail easement south of Morningside Road shall be shifted west as necessary to locate a trail west of the existing tree line along the property line, but still east of the planted trees. The Developer shall construct a base section as recommended by the City Engineer, cover with two inches of top soil and then seed. The conservation easement and land stewardship plan shall not prohibit the City from converting the trails to hard surface in the future. 12. The Developer shall deed the upland to the northeast of the large wetland to the City for parks, trails, and open space purposes. The Developer shall update the plat to show this area as a separate outlot from the adjacent wetland area. In -lieu of dedicating additional property, the Developer shall pay a park dedication fee -in -lieu of $214.213.00, from which the construction cost of the turf trails shall be deducted. The estimated construction cost is $70,843.50, which shall leave an outstanding park dedication fee due of $143,369.50. 13. Construction traffic shall be permitted only upon those roads approved by city staff and specified in the development agreement. 14. Conservation easements shall be granted over all conservation areas and shall be in a form and of substance acceptable to the City. The easement shall include enforcement and collection methods by which the easement holder can ensure payment of ongoing annual maintenance costs of the conservation areas by the homeowners within the subdivision. The easement holder for the conservation area shall be secured prior to application for final plat and be willing to accept the easement in the manner required by the CD-PUD District Ordinance. The proposed easement holder shall be an entity acceptable to the City and the Minnehaha Creek Watershed District is acceptable as the holder. 15. Conservation easements shall be granted over all conservation areas in connection with recording of the plat for the first phase of the development. Restoration of conservation areas may occur in phases along with adjacent development rather than occurring all upon the first phase, provided adequate financial guarantees are provided for restoration of the future phases. 16. The Developer shall obtain and submit an approved wetland delineation for the southern 90 acres of the subject Property prior to or concurrent with the application for final plat. If the delineation, as approved, identifies more than 1.6 acres of wetlands in excess of those identified on the plans submitted June 19, 2015, the Developer shall submit an updated Yield Plan. If the updated Yield Plan identifies a reduction of the Base Density on the southern 90 acres, the preliminary plat approval may be considered null and void. Under such circumstances, the Developer may submit a revised preliminary plat for consideration which adjusts the number of lots accordingly. 17. Details on any significant tree removal shall be provided. Resolution No. 2015-## 3 September 15, 2015 18. Street tree placement in the right-of-way shall be subject to review and approval by the City Engineer and Public Works Director. Landscaping plans shall be updated to shift as many trees as practical out of the public rights -of -way and into adjacent lots or conservation areas. 19. Final planting plans, including but not limited to upland buffers and conservation areas, shall be subject to review and approval by the City along with the final land stewardship plan. 20. The Developer shall provide funds sufficient to cover the maintenance and operation of the conservation areas for four years following establishment of the vegetation within each phase of development. 21. The Developer shall address all comments from the City Attorney, City Engineer, and Hennepin County. 22. The Developer shall submit revised plans at the time of final plat application demonstrating that all primary and alternate septic sites meet the necessary setbacks as required by City Ordinance. Up to 25% of the lots may have secondary septic drainfields in the Conservation Area if it can be established that there is no reasonable alternative to locate a secondary drainfield on a lot. The location of the secondary site within the Conservation Area shall be subject to approval by the easement holder, be compliant with all applicable city and state regulations, and be acceptable only if the installation of a septic system would not result in significant hardwood tree loss. 23. All wells within the City's Drinking Water Supply Management Area shall be registered to monitor possible contamination sites. 24. The Developer shall obtain a public right-of-way easement over adjacent property related to the proposed street construction within Orono. 25. Any agreement deemed necessary by the City Attorney between Orono and Medina related to the proposed street construction within Orono shall be obtained, as shall any required permits from all relevant agencies. 26. No plan or document received by the City prior to August 18, 2015 which is inconsistent with the plan received by the City on September 1, 2015 shall be considered approved through adoption of this resolution, having not yet been updated to be consistent with subsequent revisions. 27. The Developer shall submit title evidence satisfactory to the City Attorney at the time of submission of the final plat application. 28. The Developer shall obtain necessary approvals and permits from the Minnehaha Creek Watershed District, Hennepin County, the Minnesota Pollution Control Agency, the Minnesota Department of Health, and other relevant agencies. 29. The application for final plat shall be submitted to the City within 360 days of preliminary approval or the preliminary plat shall be considered null and void. 30. The Developer shall pay to the City a fee in an amount sufficient to reimburse the City for the cost of reviewing the Planned Unit Development, preliminary plat, construction plans, and other relevant documents. Dated: September 15, 2015. Resolution No. 2015-## 4 September 15, 2015 Attest: By: Scott T. Johnson, City Administrator -Clerk By: Jeff Pederson, Acting Mayor 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. 2015-## 5 September 15, 2015 YY SB Associates, Inc. engineering • planning • environmental • construction September 9, 2015 Mr. Dusty Finke Planner City of Medina 2052 County Road 24 Medina, MN 55340-9790 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 Re: City Project: Updated Stonegate Farm CD-PUD General Plan and Preliminary Plat WSB Project No. 02712-460 Dear Dusty: We have reviewed the General Plan and Preliminary Plat submittal dated August 28, 2015 for the Stonegate Farm CD-PUD. The plans propose to construct improvements to serve a 41 single family homes. 1. Street design should meet a 30-mph design speed. The horizontal curve on Deer Hill Road shown south of Lot 1, Block 7 does not meet the minimum horizontal radius of 250 feet and should be revised. The proximity of this curve to the proposed storm pond and the down gradient of the profile approaching the curve form the north is of concern. The minimum length for both sag and crest vertical curves is 90 feet; curves 5 and 6 on Deer Hill Road do not meet this requirement. 2. Primary and alternate septic system locations on several lots encroach into perimeter drainage and utility easements. The perimeter drainage and utility easements are meant for future utilities, if necessary, as well as grading drainage swales to convey stormwater to the street and rear yard without creating drainage problems for neighboring properties. Constructing drain fields that encroach into these easements will limit the use of these easements for their intended purpose and therefore the drainfield should be relocated so as not to encroach into these easements. 3. See additional comments provided under separate cover for stormwater management related items. 4. In regards to the turf trail installation, the City requests a section design containing geotextile fabric (MnDOT Type V) underlying 6-inches of Class 5 (virgin limestone aggregate only), 2- inches of select topsoil borrow, and appropriate seed mixture placement. 5. The plans have been updated along Deer Hill Road as requested to meet the City's rural low volume typical street pavement section width of 24 feet. The City's standard also requires a 3 foot gravel shoulder; verify that this has been considered in the roadway design and add a typical section detail to future submittals. Equal Opportunity Employer wsbeng.com 1002712-4601Admin\D0.12015-09-01 Plan Submittal & Review Stonegate Farm - Engineering Review 090915.docx Updated Stonegate Farm CD-PUD General Plan and Preliminary Plat September 9, 2015 Page 2 6. The narrative states all lots will be custom graded. It should be noted that care will need to be taken when building permit surveys are submitted to insure drainage does not adversely impact neighboring properties. It may be necessary for building permit surveys to include abutting properties along with possible grading on these properties to verify that the grading on the building permit survey works. Please contact me at 763-287-8532 if you have any questions. Sincerely, WSB & Associates, Inc. Jim Stremel, P.E. 1002712-460 Admin\Does \2015-09-01 Plan Submittal & Review \Stonegate Farm - Engineering Review 090915.doex WSB & A,rca'�` engineering • planning • environmental • construction 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 Memorandum To: Tom Kellogg, P.E., City Engineer City of Medina From: Earth Evans, P.E. Water Resources Project Manager WSB & Associates, Inc. Date: September 9, 2015 Re: Stonegate Farms Stormwater Management Plan Review City Project No. LR-15-162 WSB Project No. 2712-46 We have completed a preliminary review of the Stonegate Farms development in Medina, MN. The site was previously reviewed on 5.15.15. Documents provided for review by Sathre-Berquist include the following: • Grading and Utility Plans dated 8.28.15 These plans were reviewed for general conformance with the City of Medina's Stormwater Design Manual and general engineering practices for stormwater management. 1. Future submittals should include updated stormwater modeling and calculations. The calculations should also include a comparison of the existing and proposed runoff volume and discharge tributary to Three Rivers Park District. Many of the comments in this review are similar to the previous review as updated modeling was not provided. 2. A minimum of three feet of separation is required from the bottom of proposed infiltration basins to the seasonal groundwater elevation. The normal water level of the existing wetlands generally corresponds with the groundwater elevation. Confirm that adequate separation is provided. If filtration is provided due to poorly draining soils, then 3' of separation is not required, however draintile should be shown on the plans. It appears that Infiltration basin 1 does not meet the 3' separation requirement. 3. Draintile is recommended for infiltration basins located in hydrologic soil group (HSG) C and D soils. The Soil Survey provided indicates that the majority of the site is HSG C. St. Cloud • Minneapolis • St. Paul Equal Opportunity Employer wsbeng.com K.\02712-460\Admin\Docs\2015-09-01 Plan Submittal & Review\Stonegate Farm - Stormwater Management Plan Review 090915.doc Stonegate Farms — Stormwater Management Plan Review September 9, 2015 Page 2 Confirm that conversion of the proposed BMPs to filtration still meets the City's filtration volume requirement. 4. Indicate the HWL of all wetlands on the plan sheets to verify if sufficient freeboard to properties and septic systems is provided. All interior wetlands should be incorporated into the model. Wetlands adjacent to the property also should have the HWL noted on the plans to verify freeboard. Either incorporate the wetlands into the model or utilized MCWD results. If Atlas 14 HWLs are available through MCWD modeling, please indicate the Atlas 14 HWL on the plans. 5. Where outlet control structures are provided, incorporate the downstream pipe into the model to verify adequate capacity. 6. Provide storm sewer calculations with future submittals. 7. Incorporate draintile into the model as necessary based on soils to confirm that the 48 hour drawdown requirement is met. 8. Provide outlet control structure details corresponding with the model. 9. Provide a cross section detail through the filtration basins. 10. Submerged inlets are not allowed by the City. 11. Incorporate the outlet from FES A9 into the model to confirm sufficient capacity. This culvert conveys the majority of the runoff from the center of the site and the outlet from the wetland on the south edge of the property. 12. Driveway culverts will be required at all driveways. A minimum of a 12-inch diameter culvert is recommended. 13. The HWL of Pond 5 overtops the berm. The HWL should be contained within the pond footprint. 14. Infiltration basin HWLs should be shown on the plans. 1002712-4601Admin\D0.12015-09-01 Plan Submittal & Review\Stonegate Farm - Stormwater Management Plan Review 090915.doc swansor l nas;amp-;nsulting, TRANSMITTAL LETTER To: Dusty Finke, City Planner ......... ..... .. From: Jennifer Haskamp, SHC . I Susan Seeland, PRDC Mike Seeland, Stonegate Farm, Inc. Gerry Duffy, MMB Leslie Witterschein, MMB Nate Sparks, NAC REMARKS Date: I September 1, 2015 RE: I Stonegate — Updated Plans & Response to Conditions dated 8/13/2015 Dusty — please find the provided updates and/or revisions to the Stonegate General Plan of Development application. Per the recommendation contained within the Staff Report dated August 13, 2015 and the discussion of the City Council on August 18, 2015, PRDC has prepared the following updates to the CD- PUD General Plan of Development Application: ■ Update the preliminary plat and plans consistent with the Site Plan prepared by Sathre-Bergquist dated 8/18/2015; and ■ Update the Preliminary Plat and Plans to reflect conditions 1 through 5 contained within the staff report dated 8/13/2015 The changes reflected on the preliminary plat and plans are summarized in the following: ■ Site Plan changes from 8/18/2015 are reflected on the Preliminary Plat and applicable plans. (See narrative dated 8/18/2015 for summary of all changes contained on the Site Plan). ■ The two private cul-de-sacs have been placed into separate Outlots. ■ The steep slope area adjacent to Homestead Trail has been added to Outlot C and included within the Conservation Area. This change has been reflected on the preliminary plat, applicable plans and Land Stewardship Plan (LSP). ■ The Land Stewardship Plan has been updated to reflect conservation plantings in Outlot E, and additional conservation areas have added to Figure 1. Additionally, the text in the report has been updated to reflect the Site Plan changes, including an update of the quantities contained within the Conservation Areas. ■ 15-foot trail easements have been identified on the preliminary plat and applicable plans, in addition to the trails identified on the Site Plan dated 8/18/2015 PRDC is willing to provide the 15-foot trail easement south of Momingside road connecting to the new portion of Deer Hill Road. This is reflected on the updated plan set. Further discussion regarding the trails can be found the following page. Objection to Conditions sv.onsor.as :amp r_ nsulhng. Ilc As stated within PRDC's narrative revised August 18, 2015 there are several conditions which we believe are contrary to the Contingent Settlement Agreement. A summary of our objections are identified below: ■ Condition #5: The condition states that public trail easements shall be granted in the locations shown on the exhibit found on page 4 of the staff report dated August 13, 2015. It is our understanding that Council Member Martin then modified the condition slightly to omit one of the east -west connections, but otherwise accepted staff's condition to require 20-foot trail easements throughout the Project, with a 35-foot trail easement along the westernmost edge north of the cul-de-sac. As previously stated, PRDC is only willing to grant 15-foot trail easements for the construction of Turf Trails as depicted on the Site Plan dated 8/18/2015 and updated on the submitted plans dated 9/1/2015 (see bullet 5 above). ■ Condition #9: PRDC will obtain an easement for access over the adjacent Orono property. This condition should be written to accurately reflect that an easement for access is acceptable. ■ Condition #11: PRDC objects to this condition as stated. The Contingent Settlement Agreement clearly states that the Project will be phased, and "Project" refers to the development in its entirety, including Conservation Areas. Further, PRDC will not agree to the statement "Restoration of all Conservation Areas shall occur during the first phase of the development." The Project, including restoration areas must be phased in order for the development to be successful. ■ Condition #13: PRDC objects to this condition as written which states, "If the updated Yield Plan identifies a reduction of the Base Density on the southern 90 acres, the preliminary plat approval shall be considered null and void." The Contingent Settlement Agreement clearly states that, "Applicants will adjust their plans for the Project accordingly" if the new wetland delineation shows more than 1.6 acres of increased wetlands. PRDC would request that `shall' be replaced with `may' since any number of solutions may be acceptable without having to resubmit and start the process over. This is particularly true since PRDC has already reduced the plat by one lot. ■ Condition #17: PRDC would request the language in this condition be updated to reflect that street tree placement within the right-of-way would be subject to review and approval by the City Engineer and Public Works Director. ■ Condition #18: PRDC would request this language be updated to reflect that details on significant tree removal shall be provided. ■ Condition #20: PRDC objects to this statement as written. The statement should be modified to reflect that the escrow should be determined at time of Final Plat with the corresponding phase of development. ■ Condition #28: PRDC would request clarification regarding this condition with respect to Deer Hill Road and the bonding process, as agreed to within the Contingent Settlement Agreement. Please let us know if you have any questions or concerns about the revised information, or if there is anything else that would aid in your review. Thanks! VICINITY MAP VORRIS T. 13A4ER PARK RESERVE 200 100 0 100 200 400 SCALE IN FEET r--- 1 � i _ ,--� 1 'J r --)- , 1 � ,� \ / , I I r \7 � 1 A / _./ -/1 1--11— — 7 — I I r— — — _A I I I I I I /� I I I y_J L---- ---< I -- —IL -- -- I ` I I I I I I ---I —I I I I ri 9 1 — 1 I I 1 I I I 1 I SHEET INDEX TABLE SHEET Description T1 Title Sheet 1-4 Boundary Survey/Existing Conditions 1-4 Preliminary Plat 1-9 Grading, Drainage, & Erosion Control 1-3 Existing Conditions 1 Landscape Plans PREPARED BY PREPARED FOR ENGINEER X DEVELOPER SATHRE-BERGOUIST, INC. 150 SOUTH BROADWAY WAYZATA. MINNESOTA 55391 6851 FLYING CLOUD DRIVE EDEN PRAIRIE, MN 55344 PHONE: (952) 47fi-9000 FAX:(952)4760104 PHONE. (612) 991-1823 CONTACT, DANIEL L. SCHMIDT. P.E. EMAIL: SCHMIDTQSATHRE.COM v I I I I I I I I DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF Base SGF 01 DSG 06/19/15 CITY REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT DRAWN BY 02 DSG 06/24/15 DELINEATION UPDATE SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT DSG 03 DSG 08/05/15 DELINEATION UPDATE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY CHECKED BY 04 DSG 08/10/15 60'ROW SITE PLAN INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. DLS DSG 08/17/15 REV. SITE PLAN SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE O6 SSG — 08/28/i5 �LANUPUA I E USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE FROM ILLEGITMATE USE. 05/01/15 1 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 y SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO MEDINA, MINNESOTA TITLE STONEGATE PRDC FILE NO. 7282-010-200 T1 8,1 PRELIMINARY PLAT OF STONEGATE Reimer E..., Trstee sUR„ SATHRE—BERGQUIST, INC. SHEET 2 of 4 *Or 200 100 0 100 200 SCALE IN FEET GENERAL NOTES Flood Zone Information: This property is contained in Zone X (areas detemhined to be outside the 0.2%annual chance tloodplain) and Zone. A (Special Flood hazard areas subject to Inundation by the 1%annual change flood, no base Flood elevation determined) per Flood Insurance Rate Map, Community Panel No. 27053C0I 65E, effective date of September 2, 2004. The property is also contained in Zone X (areas determined to be outside the 0.2%annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053C0301 E, effective date of September 2, 2004. Parcel Area Information: The Grass land arca is 7,431,309 +/- square feet or 170.60+/- acres. Site Elevation: Elevations are based on MN/DOT Geodetic Station Name: LUTE MN053 which has an elevation of: 978.673 feet (NAW88). Zeroing Information: Medina: The current Zoning for the subject property is RR (Rural Residential) per the City ofMedhna8 zoning map dated January 23, 2014 The setback, and height restrictions for said zoning designation were obtained from the City of Medina found on their web siteon the date of March 13, 2015 and the follows Principal Structure Setbacks Front. 50 feet Side: 20 feet (less than 5 acres) Rear. 40 feet (less than 5 acres) Height: 30 fret Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments ifthey are not in a recorded document provided togs. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. We have no[ received the current zoning classification and building setback requirements from the insurer. Utilities: We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground f cores cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. A Gopher State One Cell was submitted for this survey. Please reference Ticket No. 150720601 for a list of utility operators in this area. Wetland Delineation: The wetland delineation north of Deerhill Road was preformed by Arrowhead Environmental Consulting (A.E.C.) and was flagged on September 2011. The wetlands south of Deerhill Road was preformed by Hooray Environmental Services, LLC, in 2015. fief`- '\ \ Ci<� yfl� D M LinkFi K — END ADD" >s' C�� N• LM nuP"l7 175.74 0x P< r 400 DESCRIPTION SUBJECT PROPERTY Parcel 1: The East Half of the Southwest Quarter of Section 21, Township 118, Range 23, Hennepin County, Minnesota. Parcel 2: The Northeast Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota. Parce13: The Southeast Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota except that part thereof which lies Westerly of the following described line: Commencing at the Northwest comer of said Southeast Quarter of the Northwest QuMer,, thence on an assumed bearing of South 0 degrees, 07 minutes, 42 seconds West along dt West line of thid Southeast Quarter of the Northwest Quarter, a distance of 925.33 feet to the actual point of beginning of the line being described, thence South 45 degrees, 52 minutes, IR seconds East, a distance of 115.25 fear, thence South 11 degrees 56 minutes, 18 seconds East, a distance of 53.92 feet; thence Southwesterly to a point in the West line of said Southeast Quarter of the Northwest Quarter, distant 1140.18 feet Southerly of the Northwest comer of said Southeast Quarter of the Northwest Quarter and said line there ending Parcel 4: That pan of the Southwest Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota described as follows: Beginning at the Northeast comer of said Southwest Quarter of the Northwest Quarter; thence South along the East line of said Southwest Quarter of the Northwest Quarter, a distance of 668.33 feet; thence West parallel with the North line of said Southwest Quarter of the Northwest Quarter, a distance of 548.47 feet to the Easterly line of Dilhnan Road; thence Northwesterly deflecting to the right 41 degrees, 13 minutes, 16 seconds along Easterly line of said Road, a distance of 60.15 feet; thence Northerly 239.14 feet along the Easterly line of said Road being a tangential curve to the right having a radius of 254.35 feet thence Northerly 249.7 feet along easterly line of said Road, being tangent to last described curve; thence Northerly 166.62 feet along the Easterly line of said Road to the North line of said Southwest Quarter of the Northwest Quarter; said 166.62 fret being along a tangential curve to the left having a radius of650.97 feet; thence East along North line of said Southwest Quarter of the Northwest Quarter 655.43 feet to the point of beginning. Parce15: That part of the East Half of the Somhwest Quarter of Section 28, Township 118, Range 23 Iying North of the center line of County Road No. 6 as monumented and platted in the plat of Hennepin County State Aid Highway Number Six, Plat Five, Hennepin County, Minnesota. Torrens Property Certificate of Title N.): 862516 SITE ADDRESS. Unnssigcd, Medina, MN 55356 2940 Seth Avenue North, Orono, MN 55356 Stephen R, &Ann FM) JLM A I-I:S ,:ev.`A4,..V n Hood., tt B�Ott� e noldwir, Fi e E M... nherty C C °held 1, Ci FOC?,c WSk. Et n -e Rivers F'... r. District SHEET 1 OF 4 SHEETS 1 4 4 4 4 4 4 1 4 4 4 4 4 4 4 4 7.598 46 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 � _ EAST LINE OF THE SOUTHWEST QUA ER 3 4 4 4 -44 4 4 4 4 4 3 4 4 4 _ 4_ _ 4 4 4 4 3 4 • 4 4 4 • 4 4 4 4 4 4 PER TORRENra CASE] NO. 1-7158 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 r.L 4-1I 4 4 4 1 14 • 4 4 • 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ?® i 4 4 4 1� 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3~-4 I 4 4 5r 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 (55 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 � R 1 4 3 t ' j- 4 4 • 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ▪ 4--'4 4 Z 14 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ® 4 4 4 4 4 4 4 4 4 4 1 „/>/ 4 3o I 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 L �j Q`//f ( �� 4 4 ce 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4� d w\{� 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 O Q L- �\ 4 4 4 14 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 WET4LAND4 4 4 4 4 4 4 4 Lj _ j J 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 44 4 4 4 4 4 4 4 4 4 44 4 4 14 4 4 4 t,', I 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 4 4 4 4 g 1> 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3)-i'- 3/5 4\ 4 4 4 SV 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 414 I ,3 4 \35 4 4�� 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 t 4\ 4 4 4` \ 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3, 4 4 4 45 /, 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 t\ 4., 4 4 4 4 // 83 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 38\ \/3 4 4 4 4 4 /�0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 OU 1TLO T 4 G 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 �4 �4 4 4 4 4 4 4 4 4 4 4/ i 4 4 4 4 4 4 4 4 4 4 4 DRAIAAGE AD UTI7'ITY EkSEMEN3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 / 4/ ----i— 4 4 4 4 4 4 4 4 4 4 4 4 OVT ALL 4:3 OgLOT G4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 _4 4 4 j' 4/ 4 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 h' �4 „ 4\ -4� 4 a 4 4 4 43 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 /3 4 57�2 �45 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 I` 4 °\ 4 4/ 4 '26' w 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4n 4 4 4 ( 4 4 ) 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4' 4 4 o a 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 j l 4 4 4if 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4( / 4 4 4 4°V7' TO N 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4r 4`/ 4 4 4 4/ �i- f, z 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4-) 4 4 4 4 4 TND wz4 4 4 4 4 4 4 4 4 4 4 4 WET4LAND4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 / 4 ro �� 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 /4 co W�T LA4iJD/ �> �zH 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4' 4 4 4 4 4 /4 4 I ZI / jl �� 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4</4 4 4 4 4 /4 4 4 d= �4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 �D \ 4 4 4 4 /4 4 4�- uNj f a 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 /� 4 4 m �I; 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ,i 4 4 4 z 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 33 4 4 4 4� � 3- � 4 /�_4EDGE 3/F WE14 LAND 47.,e 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4\ v�\ 4 O. j_ 4 4 4 4 4 4 4 4 >- _ 757. s3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 _3°��4 4 L I 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4\ n \� 4{U/\,. 3545gE4 S00°12'S6"W G 661 S08°i l'43" _ •�� 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 \ \4� 472.663 -a �g r_',`L6 ) W 205.54 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 J° 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 \45 4 4 4 4 4 4 4 4 4 4 4 4 \4 4 4 4 4 4 4 4 4 4 EAST LINE OF THE SOUTHWEST QUARTER OF 5E0.21, TWP.118, RGE.23 -T PER H.C. SECTION BREAKDOWN I STONEGATE S00°24'13"W 2631.18 / 4 4 4 4 4 4 4 4 4 4 - 4 4 4 4 4 4 4 4 4 I I 4 4 4 4 4 4 4 4 4 4 I 4 4 4 4 4 4 4 4 4 wl I 4 4 4 4 4 4 4 4 4 1 4 4 4 4 4 4 4 4 4 4 4 4 WE1 LAN4J 4 4 4 4 4 041 I 4 4 4 4 4 4 4 4 4 4 I 4 4 4 4 4 4 4 4 4 4 \ I 4w 1 1 4 4 4 4 4 4 4 4 4 4 ,\ \ 4 4 4 4 4 4 4 4 4 4\ 4 \ 4 4 4 4 4 4 4 4 4\ 41/ 4\\ 4 4 4 4 4 4 4 4 t, 4 4 4 4 4 4 4 4. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 \ 4 4 4 4 4 4 4 4 4 4 4 4 j\\, ! 4 4 4 4 4 4 �/ ,5.? 4 4 y 4 ` 3/' \ 3 4 \*. 4 / 4 `4`, v \ 4 4, 4 (53) ^ 0 °N 54 -f1/5 4 4 4 4 _. x ��� 4 a'1 / 3 4 ^' / 1n / 4 4 4 4 4 4 4 4 4 4 4 4 WEST4LwE C3 THE 3AST 13ALF 013 THE 4 4 4 SQUTHWEV QUARTER OF SEC. 1, TW118, 35 RGE-23 PERH.C.SECTIONBREAKDOWN 4 4H 4 /4 4 4 732486 4 4 4 4/ 4 4 4 \ •\q 4 4 4 f6,,t4, 4 4 t 4�Fii�r?� 4 4 \ WET4 LAND - 4 4 4 52.96 WEST LINE OF THE EAST HALF OF THE SOUTHWEST QUARTER PER - 1 TORRENS CASE NO. 17158 1� 1.35 ACRES 1 1 1S, T3Q \ N00°56154'_E_ 349.73 _ Tik �®1 9 87,241 SQ. FT.n 2.00 ACRES U - O'17_31"W 565.35 NO2°3515611E 229. 88 7 68,935 SQ. FT. 1.58 ACRES 166a, \\ 4,34 S00°15'42"W 2638.91 3 . S03°40'39"W — 74.90�Y / 1RAIL EASEMENT ^Cti D� 210A4 — 'I I�I m N 31 �I 0 �i 6 I �I 1 60,509 SQ. 1.39 ACRES 99� 172. 4/ 4 4 4// 4 4 4 / 4 4 4 /4 4 V 4 / 4 /4 4/ / m m N L I\ / 3 61,489 SQ. FT. 1.41 ACRES ,�jf h� <i tit' a� 60 / 4 i \ 2g& 0 \ J 9 \ No II oI L 1 4 1 91,560 SQ. ET. UI ( 2.10 ACRES / \ I'I \/\ I / 1 J— / II 1 0"E 199.222�18 1 0 I� IIO I I"'II D 110 ro H ,N, 5 III lz T .,7, 62,536 SQ. FT.t.ii 1 1.44 ACRES m 1 I o r 212� N 111` 58'47" �`O R=235.00 5, n - IN 0� I� �251720 �� . 5' a "� 103.4�/_.4 3� 556�,' I O,I,.; I f FO 1 1 U • 84� 85° 67 2—�" ^�_ 87.84 �/— p; .0V0 r YA—�2-2°12'79., aiT�4L �O I`' -TRAIL EASEMENT R=225.00 7.2J36-b �5 1191.31 AO 4 4 4j 4 4 4 w WET LAND � Id a � 40 4 0 4 � io 4 4 4� 4 N00'24'14- E 27 SEE SHEET 3 OF 4 SHEETS I I I I I w U Z Q � N O o 0 0 s o o O N z w m 3 w 3 w 3 w 3 w 0 E O= E E i6. O NO NO co of J � N N . M !'> 7- : 0D \ r ro W ^ 4 a o O U N 1n Z In Z Z N Z_ J < w 0 Z CO N Lo m D ¢ E O o- o m U i- al 18 � • 0 0 M d H N t0 r co co co I� U Z N M r 0, r N N r � r <t N r N N W - r I` N d- M a 0 0 m U J a J ,0J J CO41 I- 80 40 40 80 160 SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: �I NOT TO SCALE f Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. SHEET 2 OF 4 SHEETS DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: NOT TO SCALE Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, „ unless otherwise indicated, as shown on the plat. I� W x U A / I / i / --- 1/ ,/ EAST LINE OF THE SOUTHWEST QUARTER OF SEC.21, TWP.118, RGE.23 - PER H.C. SECTION BREAKDOWN I -- - -- ---- S00°24'13"W 2631.18 ---- 4 41 4 4 N 4 oco O 44,4 N 4 \ 4 4 4 4 4 4 4'LJ ET LyAND \4 4 4 \ 4 4 4 \ Edge of wetland 4 \4 I, I, I 4 /I I II I I I \ I \ SEE SHEET 2 OF 4 SHEETS \ N00157'38"E 16a 161.75 p OUTLOT E (5( DRAINAGE AND UTIL T`EASEMENT OVER ALL OF O,. TLOT E \moo- 's vi 4B2 �o sz00 ,w 136600 SATHRE-BERGQUIST, INC. 1 540. 78 E SO TH.EST QUARTER -I WET LAND DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT F N00°24.14"E 349.85 A/, �� ',R. 2 �\8' 59,002 SQ. FT ./ �� ":‘,..,6_, 1.35 ACRES / 74,902 SQ. FT 1.72 ACRES �� STONEGATE / -7 78 IJ08,23,50 \N 347. � M o 75,722 SO. FT.\ ;4 ^ro \ 1.74 ACRES \ '\ \\ \ \ 4 \ \\ 1 V V A \� -\ \\II _----- \\ \\�\• \ 1&,\Qi\I. I \o\\\ N \ O8. \ 6 - \ o� I 68,690 SQ. FT\\\\\''?�ih,1g� 1.58 ACRES \\ 1 Dom% 300.33 _1 325.03 DEER HILL R A=51138' 25" 00 ---- N00°34'25"E 2677.33 ---- TRAIL EASEMENT _ ---\\ 7' EAST LINE of THE NORTHWEST '�/I \ /� WEB LAND -� m QUARTER OF SEG28, 8, RGE.23 C� j / j a PER H.C. SECTION BREAKDOWN j j j jjWN \ \ 4 \y,\\ ` ,n� 3 4 4 ___A- 4 4 -----_,, 4 - f �•M FND JLM NO0'30'32'E 334.05 61,480 SQ? 1.41 ACRES 244.36 8 83,349 SQ. FT. 1.91 ACRES p_600.00 0 w 4 4 4 4 / 4 I WET LAND TRAIL EASEMENT / OUTLOT B DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT B S0314 35' 262.68 97.49 -1 2 59,234 SQ. FT. 7-1)=-YyrES 165.20 �.9/ 61,674 SQ. FT. 1.42 ACRES 4P F196 81 64,282 SQ. FT. 1.48 ACRES ---� S00°13'17"W 1334.90 ----� WEST LINE OF THE NORTHEAST \ QUARTER OF THE SOUTHWEST - - / WEST LINE OF THE NORTHEAST QUARTER OF THE J QUARTER OF SEC.28, TWP.118 SOUTHWEST QUARTER PER TORRENS CASE NO. 17158 RGE.23 PER H.C. SECTION BREAKDOWN EAST LINE OF THE NORTHWEST QUARTER PER. TORRENS CASE NO. 17158. t 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 W€T LA,ND 4 4 4 4 4 4 4 4 / \y �OF N'BT LAN 4 l - a� 4 4 %TR 4 1,'C I 5 86,236 SQ. FT. 1.98 ACRES 4 344) Av_k_kJ� N06°19'28"W 149 J 46 C=5910.27 =43°29 6 101,967 SQ. 2.34 ACRES 198.91 80 40 0 40 80 160 SCALE IN FEET bo of o I I 4 I I I I I I I I I I I I I I I I I SEE SHEET 4 OF 4 SHEETS I I I I I I I I SHEET 3 OF 4 SHEETS - -\ SO 40 0 40 SO 160 SCALE IN FEET DRAINAGE AND UTILITY EASEMENT'S ARE SHOWN THUS: 5 O NOT TO SCALE Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. I I 1 I I I I I s._ o_oe/W. Doe or carp TM° P' NR DR Sig J CASE_ ,7I .°;M \r CAMR N SEO. rise CURVE AND LINE TABLE TAG # LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE C1 177.13 A=36°54'15" 275.00 S86°13'12"E 174.08 C2 212.52 A=37'27'56" 325.00 S86'30'03"E 208.75 C3 153.66 A=5018'36" 175.00 S42'36'47"E 148.77 C4 102.06 A=46°46'58" 125.00 S44'22'36"E 99.25 C5 32.41 A=30°57'03" 60.00 S78°28'16"W 32.02 L1 60.00 S16'18'08"W L2 60.00 S33'48'41"E SUR °N SATHRE-BERGQUIST, INC. NFRS NUR I QUARTER QUARTER OF PER H.C. SECTI- E OF THE SOUTHWEST THE NORTHWEST 28, TWP.118, RGE23 REAKDOINN A iJ N87°37'38"W 288.10 66,439 SQ. FT 1.53 ACRES STONEGATE S89144'18"E 510.2 6 �NO. 1Y159 (NOT FOUND) -- `9 OLifL• Hu ro onu Hu OHU Onu 1 ` -COFR- 0 U H") OHu rvU _. ice' fN` >_ _.._._.._` -..- _ FND IP s..e570 a�a oe co."EdRAINAGE ANO TT1TFY EASEMEOV- - �D OVER ALL OF OUTLOT C 589°53'18"E 41-8.21 - - - - / 1 \ I' \ 0 �o`O<h / : 05 3'44'42"E 336.36 1 • 4�37 --- J 1 / N I 7 a.29�->-- w v e' •-5/ ' 4 79,130 SQ. FT D� J \ C J• � L$2 ACRES. // /5�°66 / D- \ Ac�6Cj/ / �Q��S 77,881 SQ. FT. 1.79 ACRES 089°02'04"E 547.55 _ WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER PER TORRENS CASE NO. 17158 2 83,003 SO. FT. 1.91 ACRES S81'5i=35"E 308.1s C': -------- �. - CT � N s. d V / S.7/7 s° s / Rs \ / LOT REARRANGEMENT R3! /s\ PER DOC. NO. 6564451 -H___y (ITEM NO. 21) I \ Ln STT•511053 g \ \ ;I 9'5Q,/2 -N- DR6� 153\" 1 6z Ggo c 9� 25 I TLOT A DRAINAG LrJO UTILITY EASEMENT 4s \ oR<Y zoo//Q. 2 PER TO JLM OVER AL OF OUTLOT A -+. jtn7tr_71g87 - 4 87,489 SQ. FT. 2.01 ACRES �J HU --- MATCH LINE ------------ N88'53'42"E 288.85 93,372 SQ. FT. 2.14 ACRES SEE SHEET 3 OF 4 SHEETS \ I I HU HU HU 1 TIF 0 U_ _ 10H= _ _ HU 4OK I_ HU ,IF_ HU HU HU Hu - ar+rT- �Hu � 'Owe ..._.. iu �1 S88'48'29"E 776.86 a jI u� w , _ NORTH LINE OF THE `% J.4 - - HE NORTHEAST / I � / / \ TH LINE OF THE -SOUTHEAST QUARTER OF / v- QU RTER OF THE NORTHWEST F /y,� THE NORTHWEST C, Q RTER OF SEC.28, TWP.118, RGE.23 QUARTER OF SEC.28, / TWP.118, RGE.23 96,570 SQ. FT. 2.22 ACRES 22 °%; 3 i J�// < / \ I 81.936 SO AES� / / � / / "/ 4)/ *.J v T/rpa`�\ �k� JJ O3', � 2 O o:C'C// $1.881 ACRESSO T N �J °, v Ix';')/ v ' / J ® ��/ C� " �,,/ A \ �A o� �� // V '\ XN J� ,1,�5 �/ A P a9 \ F, '� v >?\ \o/fi \ .'// 64,952 SQ. FT. \\ 2- 1.49 ACRES \g6 i w,a A\ A� a vNPE Z 1.87 ACRES a- RIGHT-OF-WAY EASEMENT PER BDOC. NO. 4227544 (ITEM NO. 18) ANSMISSIO HOC. TRAIL EASEMENT 1 OUTLOT DRAINAGE AND UTILITY EASEMENT1 OVER ALL OF OUTLOT B TRAIL EASEMENT PON•- 986 0 9.99i@ OF THE PER HrC"5'EL'TION B / S88°52'.52"E 1270.85 W 4 4, . u ' W a - onoH' �E41 Hu •w sic "-�T pQ HIE4AeRT1NYEST- � - -4.---4.- - �- - _ INE EASEMENT PERDOC. - �QIQWTE" TOMREP6 caSF NIO t p,_. m (ITEM NO. 17) / W �/ - - W 4, 4,, `Y y 4 W r, vN. 4. U. .,. .-.17- T-1 J SHEET 4 OF 4 SHEETS JSE FLOWED nELD-i INFILTRATON BASIN/RAIN TH WEST GARDEN •.118, RGE23--� DOWN r EDGE OF WET LANt6-,,,„ MD IP S ossy E DID or re.Ne r 1LM P VERTICAL CURVE INFORMATION DEER HILL RD No. PVI Station PVI Elevation Grade In Grade Out A(Grade Change) Profile Curve Type Sub -Entity Type Profile Curve Length K Value Curve Radius 1 0+00.00' 991.522' -1.00% 2 3 4 5 6 7 5+85.08' 8+15.81' 13+67.70' 20+95.65' 29+25.09' 36+91.76' 985.671' 992.593' 1036.744' 1052.126' 1060.421' 1052.754' -1.00% 3.00% 3.00% 8.00% 2.11% 1.00% -1.00% -8.00% 4.00% 8.00% 2.11% 1.00% -1.00% 5.00% 5.89% 1.11% 2.00% 7.00% Sag Sag Crest Crest Crest Crest Symmetric Parabola Symmetric Parabola Symmetric Parabola Symmetric Parabola Symmetric Parabola Symmetric Parabola 160.000' 200.000' 235.477' 44.523' 80.000' 280.000' 40 40 40 40 40 40 4000.000' 4000.000' 4000.000' 4000.000' 4000.000' 4000.000' 8 40+27.32' 1025.909' -8.00% 1.0070 9.00% Sag Symmetric Parabola 360.000' 40 4000.000' 9 43+95.89' 1029.595' 1.0070 -6.08% 7.08% Crest Symmetric Parabola 283.316' 40 4000.000' 10 47+90.98' 1005.562' -6.08% 1.00% 7.08% Sag Symmetric Parabola. 283.316' 40 4000.000' 11 54+63.05' 1012.283' 1.00% 8.00% 7.00% Sag Symmetric Parabola 280.000' 40 4000.000' 12 57+41.61' 1034.567' 8.0070 5.00% 3.00% Crest Symmetric Parabola 120.000' 40 4000.000' 13 14 60+91.47' 1052.060' 5.00% 1.0070 63+05.11' 1054.197' 1.00% 4.00% Crest Symmetric Parabola 160.000' 40 4000.000' NORTH CDS No. PVI Station PVI Elevation Grade In Grade Out A (Grade Change) Profile Curve Type Sub -Entity Type Profile Curve Length K Value Curve Radius 1 -0+00.00' 1018.926' -3.33% 2 0+48.95' 1017.296' -333% 3.32% 6.65% Sag Symmetric Parabola 25.019' 3.763 376.338' 3 2+05.51' 1022.489' 3.32% -5.21% 8.53% Crest Symmetric Parabola 255.966' 30 3000.000' 4 4+65.79' 1008.916' -5.21% 1.00% 6.21% Sag Symmetric Parabola 223.737' 36 3600.000' 5 5+77.95' 1010.038' 1.00% SOUTH CDS No. PVI Station PVI Elevation Grade In Grade Out A(Grade Change) Profile Curve Type Sub -Entity Type Profile Curve Length KValue Curve Radius 1 -0+00.00' 1046.254' -3.33% 2 0+42.21' 1044.849' -3.33% -4.75% 1.42% 3 1+46.09' 1039.915' -4.75% 1.00% 5.74% Sag Symmetric Parabola 206.810' 36 3600.000' 4 3+74.24' 1042.185' 1.00% -1.00% 2.00% Crest Symmetric Parabola 59.854' 30 3000.000' 5 5+49.96' 1040.428' -1.00% SEPTIC SITE LEGEND 1 PROPOSED SEPTIC LOCATION p PERC BORING m COIL BORING CONTOUR LEGEND - - 2' CONTOUR EXISTING - - 10' CONTOUR EXISTING 2' CONTOUR PROPOSED 10' CONTOUR EXISTING 2' CONTOUR PROPOSED CUSTOM GRADED 10' CONTOUR PROPOSED CUSTOM GRADED I I I I q1 eta OQ O I EROSION CONTROL LEGEND O'O0000 QDOQO Ts_ _ �Ek�3 ROCK ENTRANCE BERM SILT FENCE SILT FENCE (POST CONSTRUCTION) B10-ROLL CONCRETE WASHOUT INLET PROTECTION CAT.3 STRAW BLANKET oW\ r - - - i ; I / / I 1 , /---� 1 » r---�-- \ �__, , / r \ I \ /, \ / / I I /r \> / `�I A / _i -1/ I--11 -T I I I- - - - -I II I I II //- I I I y_J L---- - -< I--�'1,, I ` I I 1 �_-1 f�-1 -C I I I' 9--- I 1 1 1 1 1 ON -SITE BMPS - (For more detailed information Section 2.2 of the SWPPP) 1. REDUCE IMPERVIOUS AREA- REDUCTION IN STREET WIDTH FROM 24'TO 22'. 2. RIP RAP -RIP RAP WILL BE UTILIZED AT ALL APRONS FOR ENERGY DISSIPATION AND PROVIDE SEDIMENT CONTROL- (Utility Contractor) 3. INLET PROTECTION - INLET PROTECTION WILL BE INSTALLED AND MAINTAINED IN ALL CATCH BASINS 8 REAR YARD STRUCTURES. (WIMCO'S OR EQUAL){Utility Contractor) 4. SLOPE STABILIZATION - SILT FENCE WILL BE INSTALLED ALONG DOWN GRADIENT GRADING LIMITS AND WOODFIBER BLANKET WILL BE UTILIZED ON ALL SLOPES 3:1 OR GREATER TO PROVIDE ADEQUATE SLOPE STABILIZATION. (Grading Contractor) 5. BIOROLLS - BIOROLLS WILL BE INSTALLED ALONG REAR YARD SWALES TO PREVENT SEDIMENT FROM REACHING THE NURP POND AND ULTIMATELY DOWNSTREAM WETLANDS(Grading Contractor). 6. STREET SWEEPING - STREET SWEEPING WILL BE DONE A MINIMUM OF ONCE PER WEEK OR AS NEEDED TO MINIMIZE DUST CONTROL AND VEHICLE TRACKING.(Grading and Utility Contractor) 10. PHOSPHOROUS FREE FERTILIZER- PHOSPHOROUS FREE FERTILIZER WILL ALSO BE USED ON SITE.- 11. ALL CONCRETE WASHOUT WASTE PRODUCED SHALL BE REMOVED FROM THE SITE. (Utility Contractor) h 200 100 0 100 200 400 Z SCALE IN FEET -----. =2 wmL---- CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF MEDINA, ELM CREEK WATERSHED DISTRICT OR DIRECTED BY TH ENGINEER. 2. INSPECT POND, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 3. LO$ WO PADS 3:I MAX. 4. RESTORATION -8.6 ACRES PLUS WETLAND RESTORATION AREAS 4.1. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ON -SITE ORGANIC MTRL. 4.2. SEED ALL DISTURBED AREAS WITH MNDOT MIXTURE 6260 AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE. (UNLESS OTHERWISE NOTED) WETLAND RESTORATION - BWSR SEED MIX FOR WETLANDS (AS NOTED IN THE WETLAND REPLACEMENT PLAN APPLICATION) 4.3. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. 4.4. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. 4.5. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. 4.6. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. 4.7, RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 5. SILT FENCE, BEFORE GRADING - 19,000 LF 6. SILT FENCE AFTER GRADING-2,400 LF 7. ALL INDIVIDUAL LOTS WILL BE CUSTOM GRADED, INCLUDING POOL AREA. HOUSES AND DRIVEWAYS ARE FOR ILLUSTRATIVE PURPOSES ONLY: THE PROPOSED CONTOURS SHOWN ARE 1 POSSIBLE GRADING OPTION. AS PART OF THE BUILDING PERMIT, CUSTOM GRADING 8 DRAINAGE AND EROSION CONTROL PLANS W ILL BE PREPARED. 1 1 1 1 1 1 DRAWING NAME Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 NO 01 02 03 04 03 O6 BY DATE DSG 06/19/15 REVISIONS CITY REVISIONS DSG 06/24/15 DELINEATION UPDATE DSG 08/05/15 DELINEATION UPDATE DSG 08/10/15 60'ROW SITE PLAN DSG 08/17/15 -DSG - 08/28/13 REV. SITE PLAN -PLANUPUA I t USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 y SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. MEDINA, MINNESOTA PRELIMINARY GRADING AND DRAINAGE PLANS STONEGATE PRDC FILE NO. 7282-010-200 I I 1 1 1 1 1 1 I 1 I I I I v v vv \ \ I / \ / / / // / I I I / / G /`.\ / // /eA ,r / / ///e // \/ / // / 1/ ;/ / \ / i / / /. 1 ^ / / / // :, / / / i // �/ /, 4.I 1 / // / i I,r ssO: E ! i l �� ° r / / I i / ',� 1 / / /� / I I---- 1 / ,1 ---'I �I I \----I------1/ / /` /— `�— --r-- L r i ;1. -rt t- 1 7 / / ---- / - g /� / / //// / / _ 31 — — 633 AT Eigtht l �`• — ♦ 1 /J 1♦ • / �♦• v ♦`„, 1\ .4, NORTH \ • J. ``• \♦ • • v \\ \ `\• • \ ♦♦ • j v � y 4, v 4, 4, v, � v v v v v v, ,V / / _ _1 / r_ / ) y- / / WETLAND 1 \•-, /992- 27. \ INv ssz2s INV: 9922�1 W /i •. / A, f_ v' v' v, r--• y I v • \w 4.1 v. � / � 1 4, w v V v, v, / / /s V �/ /.'' y V w /' r— <v'v w y / � 4,----v _—. \ V' v. \ v I �♦ \� ♦ Al \\ _. \ 1 r \ �\ V' v -.1.,v � 4, v • w v 4, v •1., w 4, \ v, v v. v. .V \ v, y \ w v, v. y 4,\ w 4/ .I. v J. V---4—_/ 4 � ✓ V V V, V V V 4, V V V v. v. v. V, V. .V V .I. v. W v. V, v. V/ v. W v. W � V V. V V W v. v. V. i V • y • • X 50 25 0 25 50 100 SCALE IN FEET v v v � v v v 4, V V yr V V V -4, V V V, \ _ / \ • \ ✓ \f � 1 10v01'" YEA-TLOODPLAIN I A-S PER MCWD-STUDY T\ ELEVATION 989.2 W �V OUTLOT' G Wf7,LAND 1 AC. v, • • • I I v DRAWING NAME NO BY DATE REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 01 02 03 04 05 06 DSG 06/19/15 DSG 06/24/15 DSG 08/05/15 DSG 08/10/15 CITY REVISIONS DELINEATION UPDATE DELINEATION UPDATE 60'ROW SITE PLAN DSG 08/17/15 -OSG — 08/28/1.5 REV. SITE PLAN —PLANUPUA 1 E USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 y SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO MEDINA, MINNESOTA PRELIMINARY GRADING AND DRAINAGE PLANS STONEGATE PRDC FILE NO. 7282-010-200 STONEGATE 7282-010-200 / / / / / / / / \ '�♦ / / / / // / I / '`/// /// / / / ///`*/ / / / / // \1 / / \ //' ////// `// //// / /' / // / \ / //`'/ // / / /•. / /// ' ,// �•` l'i`* —<— — I / / \ _ / /' .Ig 1 // // // i/_ii'/ ice'---- �C) ` 4 `k (_ s �},d / // / __- _-- `jy��� \ - / .- _ — I 3 k O(Nr /' / \ 1 N. / / \ / // _-1 1 \ '/ /-\ \ \ \ / // 1 / \ \ ' �\ 1 \ \ 11 `---\ _ __1 1 \ L \\ \ -, \ 1\ 1 \ \ \ 1, \ \ I \� / / I,// / / / / / /-------- V . 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DC.EOFW DELINEATED tPTEMBER / \ I 1 I 1 I I I I I� r�\��) I I I I i L DRAWING NAME NO BY DATE REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 01 02 03 04 05 06 DSG 06/19/15 DSG 06/24/15 DSG 08/05/15 DSG 08/10/15 CITY REVISIONS DELINEATION UPDATE DELINEATION UPDATE 60'ROW SITE PLAN DSG 08/17/15 SSG - 08/28/T5 REV. SITE PLAN -191ANUPUA I t USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 y SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO MEDINA, MINNESOTA PRELIMINARY GRADING AND DRAINAGE PLANS STONEGATE PRDC FILE NO. 7282-010-200 STONEGATE 7282-010-200 I 1 I / � 1 � 1 I I I / j l l 1 I I I / I I I 1\ 1 I I I I I I I I 1 1 I / 11 I I I\\ 1 I I 1 1\ 1\ 1 I I 1 11\\ \ I I I \ 1 1\\ III 1 1 \\\ 1 I I 1 1 I 1 I I 1 1 1 I 1 I I 1 I I 1 I I 1 I I / I I I 1 / I/ I 1 1 I / / / / I / / I I / / / / / // / I I / I / / / / / 1 / I / / / / / / I I I / / / / I I/ 1/ I I/ (I 1 / / / / 1 / 1 I , 1/ I I 1 1\ I I I I 1 1 I\ 11 1 1 1 1 1 1 \ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 / / 1 1 1 1 1 / / / 1 1 1 1 / / / / I I 1 / // 1 / // I / / I // I ' 1 / / // / / / // // / / / / // / / / ' / / / / / / / / / /' / / / // // -- / / // // // / / / / // / //// // // // , r_/--.-- 1 / / // / / / / / V / ' i/ //i i i // // // //I // ,I— / \ / / / / / / / / / / I / / \ / � / / / / / // // // /, /� / / / / / / / / / / 1 / / i / / / / // / // // // /r / i o o / I / / / / / / / o , �I / / 1 1 / / /,/ / / / /� / / 1 o o Ml // /l / / O Op0 I ( 11 \off` / I / I I I I I I I i I 1 I I I �YrJ• 1 / I I J-• '111 I I A\ ✓ \\ Y ,Avv I / / / / / \102 1 I I 9 I I Q I I o I\ • - 28-'r -rt---\ )\ 1\ — — — � I 1 SEPTIC 5. 7 5.6P 11 1 — —-430-I' 30 I I �I SEPTIC a'95 I d32 1 I 594 .�-EA — D3� —1 I --.....-_ ..---------------- -i q-I -- ‘ W36-L- { I (uE2p 0381—= �. 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SITE PLAN -PLANUPUA I t USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 y SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO MEDINA, MINNESOTA PRELIMINARY GRADING AND DRAINAGE PLANS STONEGATE PRDC FILE NO. 7282-010-200 ( I 1 1 1 I 1 1 1 1 1 ) 1 I I 1 1 1 I \° / / / / I I I I 0\6 / / / , 1 11 1 1 /� �55 // / / / / // // 1 I I ' / 2 o�$ // // //////// // /// /) /I / / // O`' / / / / / / // // // / / ' / / / / / o� / / / / / / / // /// // // /�ry• 0 0 // // ////' //////// / / / / / 16 0'5 �/ // // / / / / // // // / / /r % \o"' 46 / // // // // / / / / / / o / / / / // / // / / /\ NO �6 bO, // / // / / / / / / / / / p N/ // // / / / / / / / / o`% / / / / / / / / / / ;. ,o,' / • / / / / / / / / / / ,.O 6/ / / / / / / / / / / OH / // / / / / I f / / / q / / / I I 1 I / ^o°` / / / // // / I I I � // / ,;) / / / I I —LI / / / / —� hti � / / I I / / / / / /.N 1m5e / I I / / / / / , I I I I I 1 I I I \ l / \ \ \ I \ \ \ \ I \ \ \ \ I \ \ \ \ 1 \ \ \ 1 \ \ I / I I I I / I II I I / // I \\ I \ / I I I I / 1 / I I I I / / I I I 1 1 1 I / 1 1 1 I 1 I / I I / 1 I 1 I i I 1 1 I I 1 I I I I / I I I I 1 I / I I I I I I I / I I I I I I 1 / I I 1 1 I I / / 1 I I I I I I I I I //// 1 1 I I I 1/// /// / 1 1 /1/ / // // I I I / 1 / / / / / I / / , / 1 I I I/ l 1 1 / // // // / / / /////�/ // 1 I 1 I \ / / // /// / / / / I / I \ / / / / /// / / I I I \ \ / ) I ' I I I I 1 1 I I 1 I 1 1\ \ \ WETLPND FILE \7655 SR FT. • • • 1 ' 1 / "\ / / / / / / / / / / / / / / \ \)-032------// / // / \ .--40-N1--- 7%/ / / /' / / \ \_-1s'�// // / // /__ V//// /// / l /"?',, // / / / / --'//�///� /// -Az //`- ///I( / / // / // / / / / / // I T � / / / / I / // 1 1 / ( / / 1(\�/ r. \. 1 1\ \ , \ �I/// 11 // I I I I \ I / r I I I \\ I . � ^ mTO �- T aOwo 11 f 1050.0 • 1051.0'.._ /.• .4 1052.0 Q 054-'I P 5., 5 — —FES CY INV: 10511.9 ySSR / I I / / 6 1053.1 POND 3 NWL 1054.0 HWL 1055.9 \ :\ 1 ) \ '----,----_,, WETLAND 'OUTLET / � ELEV-1033.0 I I I I I 215- I 1 1 I 50 25 0 25 50 1 100 SCALE IN FEET 4d�� — 1-05„3- / I 1 y1�I I I 1 I SEPT/C AREA • • • 1 \ 1 / I \ I I OUTLOT B \� 1 / DRAWING NAME NO BY DATE REVISIONS Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 01 02 03 04 05 O6 DSG 06/19/15 DSG 06/24/15 DSG 08/05/15 DSG 08/10/15 CITY REVISIONS DELINEATION UPDATE DELINEATION UPDATE 60'ROW SITE PLAN DSG 08/17/15 SSG — 08/28/i5 REV. SITE PLAN -PLANUPUA I E USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 y SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. 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USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 66MH E6 L— ��,. T BLo 8.9' ` — ARE �_ —2T9-- / — - —�-- / 1/ `129)SN r A --\ \ \ 4 \ / \ \ ��1_l �I••h?; \w \ V •1 '. \ J NORTH I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 \ •/ • • \\\ 50 25 0 25 50 100 SCALE IN FEET y SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 / %— - CITY PROJECT NO i _ 217 05 / / / I I I I � I ' I I I I I I I / / / / / I I / / . /' • / / / � / // / / / / i , .// / // / - / / ' MEDINA, MINNESOTA / / /' \ • \ \ I 1 1 I 1 I I i PRELIMINARY GRADING AND DRAINAGE PLANS STONEGATE PRDC \\ \\ • I 1 1 1 1 1 1 1 TT 1 FILE NO. 7282-010-200 %qR) \\_ _ n.. �17 \ / \/ \ \\ o \..... \ 3 \\ / / i / —, \ \ • \ �21 • \\ \�---h—� TC• D: 0/ IN :1e4�.aN \ \ \ • \ \\ \\ \\\ \\ \\\ \\ \ \- \\ \\ \\\ \\\\\\ \\ \\ \\ I \\ \\ \\ \\ \\ •\\ \\ \ \ \I I \• \ \\ \ `\ \ \ \ \ \ \ \ \\\\ / / - \\ \ \\ \\ \ \\ \ \\\ \\\ / / /^\ �\\ \ \ \\ \\ \ \\ •\ \ \\\ \ / / \ \ \\ \\ \N. \\ \\ \ \\\\ \` \��/ \• \ \\ \\ •\\ \ \ \ \ \\\ \ \----� \\ \\ \\ \ \ \ _ \\ \ \ \\ \\ \\ \\ \\\\ \\ \\ \\ \\ \\ \1 \\ \ \ \ \ \ \ \ \ \ \ \ I \ \\: \ \ \ \ • \\ \ \ \ \ \ 1 I \ \ \ \ \ \ 11 \. \\\\\�-� \\ \\ \\ 1 \ \ \\ \\ \\ \\ \\ `\\ v V A \ 1 1 A A V vv \v vv \ \ \ \ 1 I \ \ \ \ \ \ \\\\ \\� \\\ \\ \ \ I 1 \ \ \ \ \\ \ \ \\ \ \\ 11 1\ \\ \\\ \\\ \\\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \` \ \ \ \ \ \ \ \ \ \ • O \ \ \ \ \ \ \ \\ \ \ \�- _ \ \ \\ \\\ `\ \ \ \ \ • \ \ \\ • \ \ \ \ \\• \ \ \ \ \• \ \ \ \ s,• \ _\\ \\•\\•\\���\\\ \ \ \ • • \\\\\\\`\ \ \ \ \- • \•\ \ \•\\\ \ \ • \ \ \ \\ \ \ \ \\ `• _— \ \ \ \ \ \ \ • \ \ •\ \ \\ \ \. -• DRAWING NAME NO. BY DATE REVISIONS Base SGF DRAWN BY DSG \ \ \ \\ \\ / \ ) //�--/ ' -i // /' / / / / // — / ' / / / // / / / / / - / / / / / CHECKED BY DLS DATE 05/01/15 01 02 03 04 05 06 - DSG 06/19/15 DSG 06/24/15 DSG 08/05/15 DSG 08/10/15 CITY REVISIONS DELINEATION UPDATE DELINEATION UPDATE 60'ROW SITE PLAN DSG 08/17/15 SSG - 08/28/i5 REV. 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USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. • �'INtr981.3 NW I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 I / / / �/ iLL L\ // /J �,T'�35:5-"�4 ' PREP -45 ��� h/�\� \ \ \ \ / ` \ \ \ \ i /�� /\ \ \\ , \\ \\ I1 //' / // \1\ \ \\ \\\ • • • . .. LLLL�j / / / \\\\ 6....,\ \\\ 'L \,off 0,2 ' •.-. / / ' ' \ \ _ / / / \\ '•.!. / LLL-,_/ 1/ I-Iy` __�O.3Q/ i/ //�/ \ \ \ \ ELL LLL, \ 1 i� �/ /%' \ `\ \ \\ \\ L L. LLL, \ 1 i / \ \ \ \\ -_�- L� L� LL _ 028 / / / N. \ L l LL 1 i j/ / /.� \ \ \ N. \ \ LLL',. L L -1026� // .'' / \ \ \\ \ \\ N. • 7L — � \ 1 / /`\ \ \\ ES AND OAKS 100 SCALE IN FEET y SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 \ \- - • \ \ \\ _ \ __-\\ \ • _\ _ CITY PROJECT NO MEDINA, MINNESOTA \ \ \ \ \ \ \ \ \ \\ 9 \\ \ \ 255 WETLAND A _ ,N984o 0 3 Ac. ( v / / PRELIMINARY GRADING AND DRAINAGE PLANS STONEGATE PRDC 4, ---Ek., 4- N, ,I1 N., 1, 4, / FILE NO. 7282-010-200 STONEGATE 7282 10-200 ROCK, 161646.61 DEPTH 2 FOGIPITVORTBNETOtrIED PROMP61.22 ROAM. DPW OP MOPE SWAM. WILL DE USED OVALL VEHICLES EWER. OP ...ME MEDINA 4 4 3 3 4 4 4 3 3 3 4 3 3 3 3 3 3 4 3 4 4 3 4 4 4 4 4 3 4 4 3 3 3 3 4 4 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 4 4 3 3 4 4 3 3 3 3 4 4 3 3 3 3 3 3 3 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 3 4 4 3 4 4 4 4 4 4 4 4 4 3 4 4 3 ROCK CONSTRUCTION ENTRANCE 3 3 3 3 3 3 3 4 4 4 4 4 4 4 3 4 4 4 4 4 3 3 3 3 3 3 3 3 4 4 4 4 4 4 3 4 3 4 4 4 4 4 3 4 3 3 4 4 4 4 4 4 4 3 3 4 4 4 3 4 3 3 4 3 3 3 3 4 4 4 3 3 3 4 4 4 3 3 3 3 3 3 3 4 3 4 4 4 4 4 4 3 4 4 4 4 3 3 3 3 3 3 3 3 3 4 4 4 4 4 3 4 3 4 4 3 3 4 4 3 3 3 3 3 4 4 4 4 3 3 4 4 4 3 3 3 3 3 4 3 3 4 4 4 4 4 4 4 3 3 3 4 -3 3L1 3 3 3 4 4 4 3,"� 3 3 r? 3 4 3 4 4 30 3 3 3 3 3 4 4 3 3� 3 3 4 3 4 3 3 3 3 4 4 4 3 3 3 3 4 3 3 3 3 3 j 3 4 3 3 3 3 3 3 3 3 3 3 4 4 \ 4 3 i► 4 4 4 4 41 3 3 4 / 4 4 3 OF 9BRIC. OSTM. Soµ LOMB... 1. S.C.... FE MADE AT 0.9PG FEKKOPOSTSWIPLACIN PO. a roEEIT �TMZEroT6 �o 3 3 3 3 3 4 3 4 4 4 3 3 4 3 3 3 3 4 4 4 4 3 4 4 4 4 4 4 4 4 3 4 3 3 4 3 3 4 4 4 4 3 3 3 3 SILT FENCE HEAVY DUTY 3 3 , 4 4 4 14 3 3 3 d 4 3 4 d 4 4 3i 3 3 3 4 4 4 .,3 3 3 3 4 3 4 4 4 3 j 3 4 3 3 3 3 3 i 4 4 4 4 4 i4 4 4 4 3 4 4 3 3 3 4 4 S 3 CONTOUR LEGEND 2' CONTOUR EXISTING 10' CONTOUR EXISTING 2' CONTOUR PROPOSED 10' CONTOUR EXISTING 2' CONTOUR PROPOSED CUSTOM GRADED 10' CONTOUR PROPOSED CUSTOM GRADED 4 4 3 4 4 4 4 4 3 4 4 3 EROSION CONTROL LEGEND 0000°00 00QO „Q,.0Q„Q ROCK ENTRANCE BERM SILT FENCE SILT FENCE (POST CONSTRUCTION) BIO-ROLL CONCRETE WASHOUT INLET PROTECTION WOODFIBER BLANKET ON -SITE BMPS - (For more detailed information Section 2.2 of the SWPPP) 1. REDUCE IMPERVIOUS AREA- REDUCTION IN STREET WIDTH FROM 24'TO 22'. 2. RIP RAP -RIP RAP WILL BE UTILIZED AT ALL APRONS FOR ENERGY DISSIPATION AND PROVIDE SEDIMENT CONTROL- (Utility Contractor) 3. INLET PROTECTION - INLET PROTECTION WILL BE INSTALLED AND MAINTAINED IN ALL CATCH BASINS & REAR YARD STRUCTURES. (WIMCO'S OR EQUAL) -(Utility Contractor) 4. SLOPE STABILIZATION -SILT FENCE WILL BE INSTALLED ALONG DOWN GRADIENT GRADING LIMITS AND WOODFIBER BLANKET WILL BE UTILIZED ON ALL SLOPES 3:1 OR GREATER TO PROVIDE ADEQUATE SLOPE STABILIZATION. (Grading Contractor) 5. BIOROLLS - BIOROLLS WILL BE INSTALLED ALONG REAR YARD S WALES TO PREVENT SEDIMENT FROM REACHING THE NURP POND AND ULTIMATELY DOWNSTREAM WETLANDS(Grading Contractor). 6. STREET SWEEPING - STREET SWEEPING WILL BE DONE A MINIMUM OF ONCE PER WEEK OR AS NEEDED TO MINIMIZE DUST CONTROL AND VEHICLE TRACKING.(Grading and Utility Contractor) 10. PHOSPHOROUS FREE FERTILIZER- PHOSPHOROUS FREE FERTILIZER WILL ALSO BE USED ON SITE.- 11. ALL CONCRETE WASHOUT WASTE PRODUCED SHALL BE REMOVED FROM THE SITE. (Utility Contractor) 100 50 0 50 100 200 SCALE IN FEET LO CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF MEDINA, ELM CREEK WATERSHED DISTRICT OR DIRECTED BY THE ENGINEER. 2. INSPECT POND. SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 3. LO & WO PADS 33 MAX. 4. RESTORATION -8.6 ACRES PLUS WETLAND RESTORATION AREAS 4.1. RESTORE ALL DISTURBED AREAS WITH 4" TO 6' OF TOPSOIL, OR EXISTING ON -SITE ORGANIC MTRL. 4.2. SEED ALL DISTURBED AREAS WITH MNDOT MIXTURE 8250 AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 2OA10 AT 100 LBS./ACRE. (UNLESS OTHERWISE NOTED) WETLAND RESTORATION - BWSR SEED MIX FOR WETLANDS (AS NOTED IN THE WETLAND REPLACEMENT PLAN APPLICATION) 4.3. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. 4.4. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. 4.5. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. 4.6. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. 4.7. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 5. SILT FENCE, BEFORE GRADING - 19,000 LF 6. SILT FENCE AFTER GRADING-2,400 LF 7. ALL INDIVIDUAL LOTS WILL BE CUSTOM GRADED. INCLUDING POOL AREA. THE PROPOSED CONTOURS SHOWN ARE I POSSIBLE GRADING OPTION. AS PART OF THE BUILDING PERMIT, CUSTOM GRADING& DRAINAGE AND EROSION CONTROL PLANS WILL BE PREPARED. M " --- r- WO e„ �+a° .F Gov+ DRAWING NAME Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 NO 01 02 03 04 BY DATE DSG 06/19/15 DSG 06/24/15 DSG 08/05/15 DSG 08/10/15 DSG 08/17/15 -DSG — 88/28/15 REVISIONS CITY REVISIONS DELINEATION UPDATE DELINEATION UPDATE 60'ROW SITE PLAN REV. SITE PLAN —PLAfJ-UPUA I E USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 y SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MEDINA, MINNESOTA EROSION CONTROL STONEGATE PRDC FILE NO. 7282-010-200 NEGATE 7282-010-200 r-- F ------ DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF 06/19/15 CITY REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT 06/24/15 DELINEATION UPDATE SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT 08/05/15 DELINEATION UPDATE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY 08/10/15 60'ROW SITE PLAN INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. Base SGF CHECKED BY DSG -DSG 05/01/15 08/17/15 08/28/15 REV. SITE PLAN -PLAN-UPUA I E 4,4: ��eti°°a a y3►w00 0�04�,0p000 p .eE0y4�➢01,y4 , .t�30ot�Oti�'t►�O�ZrDrtrii00000/ y0iO4?S440d.Z6014* 000'i00is��� v �0�f►000�YR'h0 �1 .0eF�i41°4-. �eCtitZte. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 P� P STONEGATE y SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO MEDINA, MINNESOTA 3 3 3 3 3 3 x___3, 3 3 3 II 3 / 3 3 13 ,4 > � _>—I \I ksgxvia�'IitN1dT1 \ I II I I , I 100 50 0 �1 50 100 • SCALE IN FEET' - `` 1 EROSION CONTROL STONEGATE PRDC 1, 1\. 1 11 II CF:r \\ 1� I 1 FILE NO. 7282-010-200 LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. .SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 4, CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5. ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS SIDEWALKS AND CURBS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE PERMITS. 7. CONTRACTOR SHALL CONTACT GOPHER STATE "ONE CALL" (651-454-0002) TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING ANY WORK ON SITE. 8. ALL WORK SHALL BE LAID OUT BY LANDSCAPE CONTRACTOR FOR THE OWNER'S APPROVAL PRIOR TO INSTALLATION. ALL MATERIAL SHALL BE SUBJECT TO OWNER APPROVAL. 9. WRITTEN APPROVAL IS REQUIRED BY THE OWNER FOR ANY SUBSTITUTIONS OR CHANGES IN MATERIAL. 11. 12. THE LANDSCAPE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ANY EXISTING BUILDINGS OR STRUCTURES ON THE SITE AND SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND LABOR FOR (12) TWELVE MONTHS AFTER ACCEPTANCE OF PROJECT FOR MATERIAL EITHER DEAD OR NOT IN HEALTHY CONDITION. CONTRACTOR SHALL WATER ALL MATERIAL DURING INITIAL ESTABLISHMENT PERIOD UNTIL OWNER ACCEPTANCE. 13. IT SHALL BE THE RESPONSIBILITY OF LANDSCAPE CONTRACTOR TO PREVENT PLANTS FROM FALLING OR BEING BLOWN OVER AND TO STRAIGHTEN OR REPLANT ALL PLANTS WHICH ARE DAMAGED DUE TO LACK OF GUYING OR STAKING.. PLANTS BLOWN OVER BY WIND SHALL NOT CAUSE ADDITIONAL EXPENSE TO THE OWNER BUT SHALL BE THE FINANCIAL RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 14. LANDSCAPE CONTRACTOR SHALL NOT BE RESPONSIBLE AT ANY TIME TO REPLACE OR HONOR ANY WARRANTY FOR THE LOSS OF ANY TREE, PLANTS, GROUNDCOVER OR SOD DUE TO FIRES, FLOODS, FREEZING TEMPERATURES, LIGHTNING, WINDS IN EXCESS OF 50 MPH, OR ANY NATURAL DISASTER. 15. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINE GRADING OF THE PLANTING OF ANY SODDED AREAS. FINE GRADING SHALL CONSIST OF THE FINAL .10 FOOT OF THE GRADE TO BE ACHIEVED. 16. TOPSOIL MATERIAL, WHEN CALLED FOR ON THE PLANS, SHALL BE FREE OF HARD CLODS, STIFF CLAY, HARD PAN, STONES LARGER THAN 3/4" DIAMETER, OBNOXIOUS WEEDS AND PLANTS, SOD, PARTIALLY DISINTEGRATED DEBRIS, INSECTS OR ANY OTHER UNDESIRABLE MATERIAL, PLANTS OR SEEDS THAT WOULD BE TOXIC OR HARMFUL TO PROPER GROWTH. aCGy'o wrva. 18. PLANT LIST QUANTITIES ARE PROVIDED AS AN AID TO BIDDERS ONLY. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFICATIONS OF PLANT MATERIAL QUANTITIES ON PLAN. IMPROPER PLANT COUNTS MADE BY THE LANDSCAPE CONTRACTOR SHALL BE NO CAUSE FOR ADDITIONAL EXPENSE TO THE OWNER. 19. SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60,1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 20. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE COMPLIANCE OF LANDSCAPE PLANS WITH THE CITY REQUIREMENTS. 21. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION (WITH PHYSICAL BARRIERS) AND MAINTENANCE OF EXISTING AND TRANSPLANTED. TREES DURING CONSTRUCTION (WHERE APPLICABLE). 22. WRAP ALL SMOOTH -BARKED TREES - FASTEN TO TOP AND BOTTOM. REMOVE BY APRIL 1. 23. ALL STREET BOULEVARDS TO BE SEEDED UNLESS OTHERWISE NOTED: ALL AREAS TO BE PREPARED WITH 4" OF TOPSOIL 24. ALL TREES LOCATED WITHIN TURF AREAS TO BE MULCHED USING 4" OF SHREDDED HARDWOOD BARK MULCH. 25. PLANTINGS SHALL NOT BE PLANTED ON TOP OF UTILITIES. 26. STREET AND BOULEVARD TREES SHALL BE PLANTED A MIN. OF 8 FEET FROM THE BACK OF CURB. 50 25 0 25 50 100 SCALE IN FEET LANDSCAPE LEGEND: leDECIDUOUS CANOPY TREE (TYP.) 40 EVERGREEN TREE (NB) • ORNAMENTAL TREE(TYR) ORNAMENTAL GRASS/SHRUBS (TYP.) N OUTCROPPING STONE (M.) PRELIMINARY LANDSCAPE STONEGATE FARMS Revisions: 6.19.2015 8.31.2015 Scale: 1 " = 50'-0" Job No: 2014-0076 Date: 5.7.2015 Sheet No: 10. LANDSCAPE CONTRACTOR TO PROVIDE DAILY CLEANUP AND MAINTENANCE THROUGH COMPLETION. 17. THE LANDSCAPE CONTRACTOR SHALL BE ADVISED OF THE EXISTENCE OF UNDERGROUND UTILITIES ON THE SITE. THEIR EXACT LOCATION SHALL BE VERIFIED IN THE FIELD WITH THE OWNER OR THE GENERAL CONTRACTOR PRIOR TO THE COMMENCEMENT OF ANY DIGGING OPERATIONS. IN THE EVENT THEY ARE UNCOVERED, THE LANDSCAPE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES TO UTILITIES- L-1.0 I DRAWING NAME 4' 7 7 NMOONV3NEI NOI103S '0'H 83,21 €430N '2l1'dM4 62036 3O 6316V50 LS gH1n9S31-11 30\31\111 1SV3 I ITjr 4 4 4 dl == '; y' �'� \ 4 4 1 4 \\ 4 4 4 4 4 4 4 •'. 3 • -�3 • • • 3\3� 3 �; ILl 'ON 3 V0 N3a21 1 vno k53MH�nos H1 at 1�5d3 'I ' 4 4 4 / 4 1 4 114 1,4 4 4 4 4 4--'4_, 4 4 4 4 4 4 4 �� 'I'' 9 -> 11 4 `v4 4 4 4 4 4 -> 4 4 4 1 4 j 4 4 4/ 4 4 4 3 4 3 { 4 4 4 4 4 4 1 4 i /4 _i r; <a4 / 4 4 4 4 4 d 4 4 4 4 4 4 ->,/ ->( I 4 /-> ,I 4 ;� 4 4 � 4 (4 4 v 4 i 4 4 4 4 4 \ y \ \ C aJ) i J 4 a 4 a J I--, 4� > 4 4 /4 A -- 4, 4 �a 4 4 4 '34; 4 4 4,1 4 i� rc3 4 4 4 4 �\4 4 4 4 4 4 4 -› 4 4 '\ 4 4 4 4 CO 4 4 4 4 4 _� 4 4 4 W 4 4 4 4 4 %4 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 n 4 4 4 4/ / 4 4 4 4 4 4 4 4 4 4 4 4� 4 4 4 4 4�411i-4`4/ 4 4 4 4 4 4 4 4 1 4 4 4 4 -› 4 4 -> H 4 4 4 4 4 4 4 4 -4 4 4 4 4 4 4 4 -> 4 4 • 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 --> 4 4 4 4 4 4 4 -> 4 4 4 4 4 4 4 4/ 4 / 4 i t 4 44 4 4 4 )44 3-� '�\ 4 4 J 4 4 \ 41 4 4 4 I. 4 /'-3" 4 /-> 4 4 - 4 e 4 4 4 44 4 4 4 -> 4 4 "-�14 4 4 4 4 4' 4 4 4 4 4 4 4 4 4 4 10. 1 41\ 4 4 4 4_ _3_ ,i 4 4i 4 4 4 4 4 4 4 4 4 4 \ /4 ....„4 4 4 4 -> 4 4 7// \4 ,1 4 4 4 4 4 4 4 4/ 4 4 4 4 4 4 4 4 4 4 /4 4 4 4 4 4 4 -> 4. 4 -> 41 4 -> 4 4 -> 4 4 4 4 4 4 i 4 4 4 -4.\1 4 4 4 41 14 3 4 -,� -> 4 4 V 41',\ 4 \ 4 i 4 1 4 4 4 4 4 4 '\ j c--c. 4 4 v 4 /A 41) i' 4 4 � 4 �' 4 4 4 41 4 \� 14 4 4 4 4 4 4 1\ 4 4 1 4111� 4 4 4 4 4 J �'24'14"W 26'14.58 -------> 4 4 4 4 4 4 4 4 4 4 4 -> 4 4 -> 4 4 4' 4 4 4 4 4 4 4 4 4 I} 4 j 4 4 4 4 4 4 4 4 4\ 4 4 4 4 4 � 4 / 4 4 4 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 -> 4 4 -> 4 4 4 4 4 4 4 4 4 4 4� 4 4 4� 4 4 ` J,,,°(-1 u \ I `, ". 4 4 4 4 4 4 4 4 4 4 4> 4 4\ 4 V/� 4. W 4 4 4_ 4�\ 4 4�\ "4 4 4 4 4 4 4 4 I 4 4 4 4 4 4/ 4 A 4 __4 _I 4 \ / \• 9/4 J 4 4 � 4 4 4 4 �\�(y6' 4 -› 4 4 / 4 4// 4 r4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ) 4 4 4 4 4 41 4/ 4 \ 4 1\ 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 42 4 ' j j\ 3 4 4 4 --> 4 4 --> 4 4 -> 4 4 -> 4 4 -> 4 4 -> ,i)' 4 -> 4 4 )` 4 4 3 4 3 d d \d 9 d //j; 4 3 4 d d d ;3 d d 3 d 9 4. 4 7 4 4(--->1 3 1_`%\ 3 (4 -> 3 3 �\'-"-.44-\ 3 �� % 3 3 4 3 3 4 4 a_,j 4 1 3 7.-, .v \._,) 3 4 3 l--/4 3 a C/ #j 4 3 4 a 3 a 4 4 > 4 N-_L/\ 41\ 4 4„, -4, 4 4 4 ,"� 4 4 /'3 --3_/ 4 4 4 4 4 4 4 4 4 \-> 4 4 7 \\4 _-j-\ i\ 4 -� 'I4 j 4 4 4 4 3/ 4 4 4 4 4 4 4 4 a'' "_14 4 / 4 4 . 4 4 u' - 4 _ - ---j' 4 4 4 4 4 4 4 ,\ vri /21 4 4 4 4 4 4 4 4 � 4 44 4 4 4 -� 4. 4 � 4 4 4 4 4 4 4 4 4 4 4 4 4 4 _3 -> 4 4 -> 4/-l2 a 4 4 4 j 4 %4 4 4 4 3_ 4 4 NO BY DATE 4 l4 i 4" 4 i 4 41 �, 4 H 4 4/ 4 \ 4 , 4 4 /4 4 // 4 3--, 4 \ 4 __4 4 4 ` J j' �yy\ � 4 M0Q0V333 NO;A:15 �d 1160'30qJ-J}' i' 4 dMl "IZ>035 430�2i aV 0 S3MHLn®/ 4 5->-- 4 L4 4 431A1 .ip 33\4H 1Sy`7, 3O43Nn .4.S3M.A--, 4 4 .,, 4,-,4 I 4 • 44 4 4 4 '� ‘,A REVISIONS I \ a IC C, ofy-35a0. 3aao1 aid 631211,50'1 153M1-11n0S 361,60;.11VH 15V3 312 30 3N11 Base SGF DRAWN BY DSG CHECKED BY DLS DATE 05/01/15 01 02 03 04 05 06 DSG O6/19/15 CITY REVISIONS DSG O6/24/15 DELINEATION UPDATE DSG 08/05/15 DELINEATION UPDATE DSG 08/10/15 60'ROW SITE PLAN DSG 08/17/15 -DSG — 88/28/1i5 REV. SITE PLAN -PLANUPUA I E ' / /3 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 \ 4 4 4 -)1.* 4 4 4 4\-` -, 4 4 4 4 4 4 4 \ 4 `\ 4 4 4 4 4 4 4 4 4 4 i, 4 4 4 /4 \_� 4 4 4 4 7.4 4�/i `7��3 4 4 4 4 /4 H � l I idD[T`15'E 2d22. 41 1 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 1 � � 4 4 4 4 4 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 SATHRE—BERGQUIST, INC. CITY PROJECT NO MINNESOTA ::: ,-f L:v 7:73: 116 ,,i3N,Ny ,O, I, , , i ,,, ..,),,.......0s4(./Ar 'kV), ',41-L'Ijkli(A:41\''':1:Ht'll. 7111111r.1.-‘1'- 1,Y1'y'C ..• ______ /Ci»t?"` s'..,, f:73 `-___,' NMOMPV3/2, 116,11:3,15, 0 H 6,3c1 tZ ----------------- ------------ EXISTING CONDITIONS STONEGATE PRDC 7282-010-200 NDC°1}427 E//2622'41 ; -- ,__ - -- ,------"?-__-___ y›. '3o fvy.t SPL¢f 9+3 1sly3aaaLS3a�xaa'ncr�; ,\ ` - z J.F3nrII"s 31-�S`d3 3S�1-xr Ewu153,w�° Q ` (e 1� �0 P��_, \ / I •,\iD(lb-� € ET E-6- -d i EWEi E-+ \�� NMOONV3a9 N01103S '0'H a3d Z� '8Z'03S 30 a318YrO 1S3M ON 3H1 T C6-9 1- \\\ WET wGi /G4-8 \I. LL ON 3SY0 SN3aa01 aid 'I Y ---•IC361 30 3NIl 1SV3- J -TFD@ J '=8i!'�OA1_flZ �35 30 a31aY00 1SY I ---Y� --- - - --- ! I Cs00T3a-ryi 1318.40 \� �'8��1L1 'ON 3�)` aid a31jY✓n0 1531A 110 O �111-1a 2131aVf1 tSY3w121E7fr 3H1 d0i3Nll S yOG4 `_-___________ _- ----- `. EO g2 7� l ---- 6 -__ _ _- - -- -- __ _---- - _______ r�_ - ��, OJT,` `��__ -� �_______', _r_ _ _ Nss ``I /I � I I,/ I _-f I I / DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF Base SGF 01 DSG 06/19/15 CITY REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT 02 DSG 06/24/15 DELINEATION UPDATE SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT 03 DSG 08/05/15 DELINEATION UPDATE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY 04 INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 05 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE OEFROM ILLEGITMATE USE. DRAWN DSG BY CHECKED BY DLS 05/01/15 DSG 08/10/15 60'ROW SITE PLAN DSG 08/17/15 REV. SITE PLAN -PLANUPUA I E ---1054-1 1 31a (10 1S3M1-11NOS 3 FT1T36 $3tIIl 1S3MI- , I / / o toe -se 9'/ \ �6 1a6 ___ zoo 24- . \ . r--------- R� \\\\________________ \ %�--- _ err -- `-SCALE IN FESt-----�. _,L_____-i4Y�Q' i/ I i % '-' 1---H4}18' `\\\.i l i _ }Bib �_ 40+4__—____ I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel L Schmidt, P.E. Date: 05/01/2015 Lic. No. 26147 y SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 a' o-----tt v------_ -on CITY PROJECT NO MEDINA, MINNESOTA h EXISTING CONDITIONS STONEGATE PRDC 1 I I , I I w 1 c 1 C S00°13'1 -DSG - 03/28l15 c - _ N II , j�� i Illl j I 11 I _� 1XII �I 1 000 I I1rf ��( i \ 1 IIII, �y I101 R I I � II llll I tip A. cP I � I < (/j % / • �x �1 l\A i / NORTAEASy CORNER OF OUA,ATERr'OF THE NR4f U FV TSPRENS CA NO. '' Ol4}i F vSO ST' DF, JHF NO Th'WEST QWii NSICASE p10 1715>' I I � 1 1 1 CN I I I I I 1 rl�r �i N � I I I I 1 I. 1 I 4 —g of ,w fld Wy1 / . ; `\� `\II ♦`------- Edge \ 1 / a r \ I ' T- \ \ /1056 - NORTH AST Eflge of well dt_j QUARTER WEST / _ T LINE OF THE SOUTHEAST QU A(iTEi?, OF THE,' N WFST-QQARTEft-P{rR TORRENS CASENO17158 QUARTER OF SEC.28, TWP.118, RGE23 ♦'OSO - _ ._70" `•`_ �``-----------------1054.''' n 8 dge of (wetland IDUITION QY\ \ -_ \� \ w - E D I N A-- - � � � ,I �', ,♦ %; ,, �2'i'% M 0 R N I N C��I D � , A / I / nl �C / \``iR__ CEL �'; ,�� ,I 1AK`♦-``/=i `L- `♦ �- I I I\ ey - MO,I - ___ --�-- 111 \ `Z �a��aII `\ s,oP,cicg mEEAw I l G"EAKWf ♦\♦ I - ` ♦ \\/ _\_�_i 1 \1 `` _- �`\\` '�10N�, � - � �-1-J'�IS I I / i I I ' \ ' ^\ I I i `\I l``♦` I \ C�N ------------------------------- 1 \ ♦ e/ \ o. __\\\ \\ 1, \`\\\ � `��8.` �\��. , ',_ ,, _____` 1036. ♦528.. __ ,� _ N-----= � � / ' � ♦\ \I� ``\ \_______'': i :'�' : \ \\ `. 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CW SECZION"QREAI�YSWNw i _ - `fd Je of s,\ rfcr A T AI �' w ,QUl�2,TE PER 70RRENS CASE N0:"18135 _ `\ ""^V] kT AS w H' w wW `!�' `W. w V� w N, w \I, r wV w Jw w J/ w J, w J, r wWl w •Yv / \\\I, 1 1 '1 '\ \\ \\ \\ ; J r -----= ------ w$ w 12 `Kk; 1 1 .A'17 i [t 1 O�ii _____; WE yt§W C/ ------_-_ - /^ro ` \ \\ `\ `\ ` w \\ w / W w w W w II J ._ ---- - , -'_ - lj w J�I�(j�(�■/'/J��'1� W w wR IV\\,\ W w WL W yI I 1 \ `\ ` WEr.lAts AMCELw v� w w W w w w w w i w W w W w \I, w .,w w \w. w Wi- \w, w �✓ w W w w .t, w o I \ _ _ _ `�' I\` / yw wW J, w \l' w J, J \L '� w \L' �w w•L. W __1 _ w �J-a- ' ""__ 1 \ _ ``WW NORTH `w wrT A14 ____O I , I / // i / , , , '--_--_ — ' __' 11 11 \ \- \\ \ `_\ - _,___ ___ \ \` \ \ II♦ ` `-`--- ' /_%' ,/ - // II 1I / / 1 II / I %/ // /' -F�b_ .A.-ag$4 - I .O -�KN t.',l / wv~¢>i a�Q.I� .`. ,`- --_-_- - - -_ `\ \\ `\`\,\ \\\\\ \ \ \1 `\ \ \\\\ \\\` \\ \\\ \I\` \ �\ \\ !\\\\\�\w\ \µ a'1dgo, ,l _♦_\/W _'\/ `./ - 100 50 0 50 l I,' 100 - - --__ipNU, 2I I/ SCALE( EET---- ---- - / - - _- Av S. I/ I%iI 1 r W DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. Base SGF 01 DSG 06/19/15 CITY REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I eSls su,, L EXISTING CONDITIONS — -- ------------------- AM REGISTERED PROFESSIONAL ENGINEER UNDER THE 6 7282-010-200 DRAWN BY 02 DSG O6/24/15 DELINEATION UPDATE SATHRETHRIZATIO,ICONEXPRESS WRITTEN AUTHORIZATION. USE WITHOUT <y SATHRE-BERGQUIST, INC. DSG 03 DSG 08/05/15 DELINEATION UPDATE SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA, a2 Dp --- Is SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. MEDINA, STONEGATE 3 CHECKED BY 04 DSG 08/10/15 60'ROW SITE PLAN_ _ _ _ _ 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m "' y DLS �5 DSG 08/17/15 REV. SITE PLAN USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING e N 'yam M I N N E SOTA P R DC DATE 06 -DSG �/28fT5 -PUAN-UPDATE FROM ILLEGITMATE USE. Daniel L Schmidt, P.E. 04,,, P P�2 - -- ------------------- 3 05l01/15 Date: 05I01/2015 Lic. No. 26147 MATCHLINE A MATCHLINE A 7 I � �` ` ar ` " y aeann9s are bases Pn Ne Hennepin County W a- r � W r � coorainam system (rvAoa3-tsar salt ISHEET 2of4',`y"�" \ I e 300 150 0 150 300 600 SCALE IN FEET _ - PARCEL 1 - -.- I _ I _ _ I _ I MATCHLINE A / MATCHLINE A I✓ I I I I I I I SHEET 3 of 4 I � � ---jr- PARCEL2' I — — — — — — — — I MATCHLINE B MATCHLINE B MATCHLINE B r • 1LLJ MATCHLINE B --PARCEL 4 - \ Y 1I/ / i I PARCEL 3- v SHEET 4 of 4 I —PARCEL 57, 1 IO tr x 4 \ 6TH AVE_N. COUNTY ROAD NO. 6 DESCRIPTION OF PROPERTY SURVEYED (Per Sehadule A of the herein refs—eed Tide Comnnmree) Parcel 1: The East Half of the Somhwest Quarter of Section 21, Township 118, Range 23, Hennepin County, Minnesota. Pad, 12: The Nordteast Quarter ofihe Northwest Quarter of S=tioa 28, Township I I8, Range 23, Hennepin County, Mien, ate. Pale 13: The Southeast Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Hennepin County, Minnesota except that pan thereof which It,, Westerly of the fllowing deserhad It,,: Commencing a the Northwest co . of said Southeast Quarter of the Nmrthwea Quarter, then= on an assumed hearing of South 0 degrees, 07 minutes, 42 s=ovds West along the West It,, of said Southeast Quad, of the Nort ovea Quarter, a dimade of 925.33 feet to the aewal point of beginding of the line being deee bed; thence South 45 degrees, 52 minutes, 18 seconds East, a them., of 115.25 feet; thence South 11 degrees 56 middles, 18 seconds East, a distance .f 53.92 feet; thence Soahvv. ally to a pan in the West It.. of said Southeast Quaver of the Northwest Quarter, dimes 1140.18 feet Southerly of the Northwest corner of said Southeast Qdede aF the Nowest rthQuarter and said line there ending. Parcel 4: That part of the Sod evert Quarter of the Northwest Quarter of Section 28, Township 118, Range 23, Howeve, County, Mimresota described as follows: Beginning a[ the Northeast corner of said Southwest Quarter of the Northwest Quarter; thence South along the East line of said Southwest Quarter of the Northwest Quarter, a distance of 668.33 het; thence West parallel with the Nona fine l f said Southwest env of the Nodh eo dntmrce of 54947 feet m the Fleetly hne of DUh nd Road thence Nodhwea dfl deft to then t 41 de es 13 =mutes 16 seconds aloe (u 0. Y Y acing gh gre y Easterly line n mid Road, a thf mid f 60.15 f e[ thence Northerly 239 d feet along the Easterly Ime .6 said Road the a tangential curve h the tight havingNo a ides of id 35 feet, thence Northerly 249.7 Let along c; aid Inc of t tl Road being t gent us last described curve, thence Northerly 166.62 e.. along the Easterly Inc of mid Road to the North Inc of son Southwest Quarter of tlrc Northwest Quaver, said 166.62 fact being along a tavgwnal verve w the Icfl having a mdms of 650.97 fat, dtence East slung North lint of said Southwest Caere, of the Northwest Quarter 655.43 fact to the point ofbeginving. Parcel 5: That part of the East Half of the Southwest Gen —of Seen,, 28, Township 118, Range 23 lying North of the centerline of County Road No. 6 m ...umeatd and planed in the plat of Hennepin County Smle Aid Highway Numb= St., Plat Five, Hennepin County, Minnesota. Tom" PrW M Cda iflcate of Title N,(s): 862516 ALTA/ACSM OPTIONAL TABLE A NOTES (The following items reference Table A optional survey m pa..ibilitim and Vdvi frcndons) 2) Site Address: U.—aged, Medina. MN 55356 2940 Sixth Avenue North, Orono, MN 55356 3) Flood Zane loformatied This property is anduadd to Zone X (areas determined to be outside the 0.2%annasl chance floodplain) and Zone A (Special flood hazard areas subject to Inundation by the I'V annual change flood, no base Fund elevation determined) per Flood Insuran= Rate Map, Community Panel No. 27053CO 165E, effective den of September 2, 2I(I4. The property is also .dmind in Zone X (areas determined to be outside the 0.2%annual chance floodple.) per Flood Nuen.ce Rate Map, Commodity Panel No. 27053CO301 E, effective date of September 2, 21A,t 4) Parcel Are. Informnd— Net: 8,369,544 sq.R-192.138 acres R/W: 50175 ap. ft.- 1.152 acres Gross:8,419,719 sq. ft. - 193.290 acres 5) Site Elevation: Elevations ere bard on MN/DOT Geodetic Smtioa Name: KATE MN053 which has an de-wo of-. 978.673 feet (NAVD88). 6) Zoning lnfornation: Medide The current Zoning for the subject property is RR (Real Residential) per tie City of Medi..'s zoning rsap ded January 23, 2014. The setback, and height oemnetions for said zoning designation were obtained from the City of Medina found on their web site no the date TMarch 13, 2015 and are as follows: Principal Staladde Setbacks -Front: 50 feel Side: 20 feet (less van 5 acres) Rear: 40 feet(1— than 5 acres) Height: 3U feet Orono: The current Zoning for the s.bjwt property is RR- 1B (One Feely Residentnl2 Acres) per the City of 0rono's zoning map dated Meeh 2011. The setback, end height reshictions for said zoning dcsignmivnwere obtained Gom tie City of Grano found on theirweb site on tie date of Mmch 13, 2015 and me as follows: Palatine Stmcture Setbacks -Front: 50 feet Side: 30 feet Rear. 50 feet Height. 2 } wdids or 30 feet Please ante that and general rcsninions for the subject property may have been amended though a city process. We could be aaawme of such amendments ifnry are not in a rewrdd document d wn poeu to e. We rcmend that a zoning lever be obo i,d from the Zoning Administrator for the caner nestrictions for Nis site. STONE GATE 6851 Flying Cloud Drive Ed.. Pam., Mind.... 55344 U Z /I—/� VJ D 0 Of wW LUL/I L.L 2 llQ^ VJ We have not received the cadent zoning classification and building setback requirements from the insurer. OdRdn 11Hb) We have shown the I n £ 'I'ti s to tie best of our ebili based on ob=rved eviden=to then win eviJende firm the follow= so s Ian 6 d f tih = ty ee g .rce p ry meanies, tans mvtddb elren[ mmkm b '1 send adore r date soumes We have used na mformanon to develo a esv afne under round 1 f h e However lackrn P P Y 8 Y IY Padre PP oP P yr g � 8 a�asm one a`mw'vi iow v ovation, the exact Iccehon of underground features cammt be accumhly, completely and rehably depicted. Where additional or more detailed infotmahon is required, the cliem ins dvised that xcavetiov may be necessary. Also, please note that seasonal conditions may inhibit .... bility w visibly observe all the.tilifies located ad the subject property. A GI Stan, One Call was Quality Assurance: submitted fr this survey. Please reference Ticket No. 150720601 fr a list.f mikry opeand, in this area. 19) Wetland Delineation: The wetland delineation north of Deerhill Roadwas prefonmd by Arrowhead Envidenenal Consulting(A.E.CJ and was flagged on September2011. Thewetlandssouth of Deerhill Road was preformed by Bopmy Environmental Services, LLC, in 2015. SURVEY REPORT TbI map and report was prepared with the benefit of a Commitment for Title heoumnce issued by Find American Title Indian= Company Issued by its Agent. Land Title, Inc., File Na. 520986, dated April, 2015. 1) We rah the following with regards to Schedule B of the herein referenced Title Commitment: Item no.'s 1-12 are not stuv related e) ey b Item no. 73-Set-w Deer Hill Road u ant to Resolution fled June as Documenl No. 3777442. Affects Parcels land2 1 P rsu ( ) c) Item de. IT Power line easement and incidental tights wan edA therewith in favor of Wright -Hennepin d) Coupat­ Eloeed Amdefiftion, . Meet.. inco.p.mted cooperative ­uld. m le,va by amadedent rem dd ha Rook 1449 of Deeds, page 29, Document Number 19560% m to the South Qua f h So h Q arter of Section 21, Township 118, Rang 23 S 'd cement was pantally rel=sad by Document Number T2029625 and T'2051210 (ef etc Panel U) e) Item 15- Pao., line t d incw denal rights nnwtd Ihd.dilh f f N rthern Statesower PCompany, a Minnesota cmn. —en ded m Book 2009 of Deeds, page 37, Document Number 2891209 m'. the South 46.5 feet of he Northeast (barter oflhe Northwest Dan— of Section 28, Township 118, Range 23. (aff etc Paed 2) 0 Item ad. 16- Document is not entirely legible. It appears to be potential ambiguous too as the paints ofbegineng are described m being "mare or le,". CERTIFICATION To Stoncgate Farm, lac., a Minnewm coryomtion, and First American Title insurance Compatry: This is to certify that this map er plat and the survey on whicb it is based were made in nworden d, with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Tithe Surveys, jointly esmblimed and depted by ALTA and NSPS in 2011, and includes Items I - 4, 7a, 8,9 and I1(b) of Table A thereof. The field work ens completed on April 22, 2015, Dam Pla[ or Map: 2015 �Hah C David B. Pemberton, PUS Minnesota License No. 40344 pembe .daiitmil end, CAST IRON MONUMENT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND Q SURVEY CONTROL POINT 4 FLARED END SECTION D< GATE VALVE 'Ci HYDRANT (S SANITARY MANHOLE ® STORM DRAIN 0 STORM MANHOLE SURVEYLEGEND © CABLE TV PEDESTAL El ELECTRIC TRANSFORMER ® ELECTRIC METER GAS METER 0 GAS VALVE rI TELEPHONE PEDESTAL 111 UTILITY PEDESTAL 0 LIGHT POLE 'Cl, POWER POLE < GUY WIRE CONCRETE CURB 0 BITUMINOUS 0 CONCRETE GRAVEL x— FENCE o6u OVERHEAD UTILITY > SANITARY SEWER » STORM SEWER uTL UTILITY UNDERGROUND I WATERMAIN I Hereby Ced that Nis survey Ian or=pod was prepared by r ue.1ra direct supervisi dNatl era e.duy Licensed LandSurveyor tlar the laws o t an6mm of Minnesoa. Damd Nls I2.a yof Juns, 201 . Davitl B. Pemm on -PLR SAD 100111 na No. 403 emberton satire tom Title: ALTA/ACSM LAND TITLE SURVEY File No.: 7282-008 Sheet: Sheet 1 of 4 - - — I N$$°52'47eW 328.$8 NORTH LINE OF THE SOUTHWEST CHARTER OF SEC.21,--- -� TWP.11R RGE.23 PER H-C. SECTION BREAKDOWN Project STONE LINE OF THE SOUTHWEST OWUARTER _ FND JLM -- 4--NORTH '�' � � I I PER TORRENS CASE N0. 17158 11 I GATE ` Project Location: ra WETLAND 1 Medina, Minnesota Client. y W W Property Rewurce. Development Company, - v i b ✓ w ✓ y i 6851 Flying Cload Drive Eden Paine, Minnesota 5534 ;n Phone: 612.991.1823 Consultant: yt O W r W y W y oz N 3 / I - No•i OON Z d 3 o ---Edge of wetland---- vI io WETLANDI �� WETLAND W 3 ioa -Edge of wetland d E we Edge of tlan w w , LIJ LL 2m O D n PARCEL 1 yDas i.-A v7� J N3 SNP V3 \G2 DE S og og '-1 n J %,.,. Quality Control: W \ N N 3 Lo o z WETLAND td w w o Quality Assurance: ti . ✓� i 0 n cM1eorsa: DeP cNewa a: Vicinity Map: C) zozl V 221 R R N DEER HI Edge of wetland- *I1E�� f WETLAND 1 =II rEL_ n \ \ � \ \ Submittals: � O J I'll J­ "J Edge of wetland- Signature: I Hereby Cert Nat Nis survey Ian r report was prepared by untlerm direct supervise dNatl emetluly Licensed Lenarse,aeyer. aar Nelawe a"smte er Minnesors. Dabid NIa 12N d y or Juna, 201 `. , 100 50 0 50 100 200 �yb", O �i � Edge of wetland- ! ;.', SCALE IN FEET amen Ne R.,net°aes�Ilncw c�,ahmsrrem len0 as- D,,d B. Pambedon-PLS Minnesota Dcense No. 403M °" �1M1fe °m SURVEY LEGEND isle: Title: / ALTA/ACSM LAND TITLE SURVEY \ ` '� A;, / WETLANDS / / / CAST IRON MONUMENT 0 SURVEY MONUMENT SET • SURVEY MONUMENT FOUND Q SURVEY CONTROL POINT FLARED END SECTION W GATE VALVE '0' HYDRANT QS SANITARY MANHOLE ® STORM DRAIN RI CABLE TV PEDESTAL 21 ELECTRIC 21 ELECTRIC TRANSFORMER METER 0 GAS METER © GAS VALVE 0 TELEPHONE PEDESTAL ILI UTILITY PEDESTAL 0 LIGHT POLE 7, POWER POLE GUY WIRE CONCRETE CURB O BITUMINOUS 0 CONCRETE GRAVEL — FENCE r-H OVERHEAD UTILITY SANITARY SEWER STORM SEWER Urt UTILITY UNDERGROUND File7282-008 Sheet: Sheet 2 4 MATCHLINE A _______________________________________ Edge of wetland-y , - J �� 1� �:� MATCHLINE A 5 O STORM MANHOLE WATERMAN of MATCHLINE A MATCHLINE A CAST IRON MONUMENT 0 SURVEY MONUMENT SET • SURVEY MONUMENT FOUND Q SURVEY CONTROL POINT 4 FLARED END SECTION lK GATE VALVE ZY HYDRANT Q SANITARY MANHOLE ® STORM DRAIN SO STORM MANHOLE SURVEYLEGEND 17 CABLE TV PEDESTAL © ELECTRIC TRANSFORMER ® ELECTRIC METER © GAS METER m GAS VALVE O TELEPHONE PEDESTAL 0 UTILITY PEDESTAL 0 LIGHT POLE '0., POWER. POLE < GUY WIRE CONCRETE CURB 0 BITUMINOUS 0 CONCRETE GRAVEL —xx— FENCE 3 4 OHU OVERHEAD UTILITY N (V > SANITARY SEWER. N » STORM SEWER W urL UTILITY UNDERGROUND f �^ N 0o a I WATERMAIN N O iQ O Z w� 30 1 END WETLAND 5 Edge of wetland, 0 Dg POWER LINE EASEMENT PER DOC. NO, 1956096, DOC. N U SOUTH LINE OF THE SOUTHWEST N(h 2029625 AND DOC. NO. 2051210 (ITEM N0. 14) �� QUARTER OF SEC.21, TWP.118, RGE.23 ---- �' I SPOT INV= —CULVERT _ 7-� �77��T�7� 7 M N89° WW 1322.28 —� -DEERHILL �— — - oAB — — .-�i PUBLICLY DEDICATED DEER HILL ROAD IPER DOC. NO. 3777442 ITEM 13 --NORTH LINE OF THE NORTHWEST N89°12'38"W 322.15 QUARTER OF SEC.28. TWP.118, .RGE23 MSC / WET SP—I �r 8 n V l 0 o� �m O Edge of wetland-\ o I I 1 WETLAND G1� Edge of wetland-y/WET SE-W ®t-� WET SE-U ¢ F/ ®MSC /WET SP-2 Edge of wetlan n� / Edge of wetland -IV MSCp WET SD-u SD-W OF 4 '-,Edge of wetland I" WETLAND G3 Q o \ H, U, f � �" a Edge of wetlond-J 11 _-Edge of wetland r7 } O \ \ Edge of wetland- I -I Edge of wetlond' Z PARCEL 2 WETLANDG2 MSC / WET 5C—W1® e\ MSC / WET SC—U Edge of wetland' WETLAND B -- ) tl NORTH LINE OF THE SOUTHWEST- MSC WET SB-U QUARTER OF THE NORTHWEST QUARTER OF SEC28, TWP.718, RGE23 \/ SOUTH LINE OF THE NORTHEAST 1 1 PER H.C. SECTION BREAKDOWN j rza r 0� QUARTER OF THE NORTHWEST PO ERLINE E SEMENT ER DOC. / T SB-W o. �se1 " of QUARTER OF SEC.28, TWPT18, RGE23 NOW2891209 A(ITEM NO. 15) 1� n `, u—(N89°09 19 655.43) o6u—r— o6u o6u ry u — o6u oHu — — — — — — — �.. — �.. _ — — — — — — — L Edge. of .Wetland_ — ,i — — — MSC / WET SIN,, WETLAND li MSC / WET SF-W ® / '-Edge of wetland ®MSC / WET SP-3. MSC / WET Edge of wetland �. MSC 0' WET SH—W / y G (_J\ i Msc / WET SG --Edge ® E-Edge of wetland _ a WMA -WG4 —� 6 o — — onus �3�fu'yy y� aRu oRu a orlu oRa — — — — ryu \ -orm ovu'. — alu — w1u U� — alu — oN am OF QHU— a _ — — I 100 50 0 50 100 200 SCALE IN FEET 973A---___/- - — —.. r FNa 0P 968.5 NORTHEAST CORNER OF THE SOUTHWEST '' ) — — — — "-OMSC /WETSP—T --- --- -'— — ---` 4— —----..—..—. — \—, — — x LINE OF H.C.H. NO, 201, QUARTER OF THE NORTHWEST QUARTER n W 'T [,�� a PLAT 53, PER C.R. NO. 4577820 pER TORRENS CASE N0. 17158 / 1/ L ®K T SK-W I � --Edge of floodNoWI/Ua/WETSK-U / � IMSC /WET S.FUhEAST LINE OF THE SOUTHWEST /1 -- �E SOU -- of wetland- i NORTH LINE _ OF Edge ,,. QUARTER OF THE NORTHWEST QUARTER-- SOUTHEAST QUARTER OF �i HE NORTHWEST _ T I H H T HWEST __ , WES LINE OF THE SOUTHEAST QUARTER OF HE w as er w. - rose rva. roses PER TORRENS CASE NO. 17158 \ �---� QUARTER OF SEC.28, TWP.118, g, RGE23 � IMATCHLINE B ---------------------------------- __ FND JLM--------____-- _ _ MATCHLINE B NORTHWEST QUARTER PER TORRENS CASE N0. 17158 _ �__.7 _ _ \I�j r STONE GATE 6851 Flying Cloud Drive Ed.. Pairie, Minnesota 55344 ATE I Hereby — Nat Nis survey Ian or rep°0 wes prepared by underm direct sapervisi I- lame duly Licensed lentlrSurvey°r der the laws o t a"SNta of Minnem,a. Dated Nla I yof Juns, 201 . Deld B. Pembl on -PLR SAD Minnesota No. 403 embeMn satire Title: ALTA/ACSM LAND TITLE SURVEY File No.: 7282-008 Sheet: Sheet 3of 4 INV= 970.3 I� Io� n I� r \ SEEDILY LINE OF H.C.H. NO. 201, PLAT 53PARCEL PLAT , PER C.R. N0. 20 7ma n1 9 t/ (� 1 r. 9N 0.2 � J FJ\ 1 100 50 0 50 100 200 SCALE IN FEET "N°Ha °"came cam°a rv�mlNAo ea"leesa4J SURVEYLEGEND CAST IRON MONUMENT © CABLE TV PEDESTAL CONCRETE CURB ® ELECTRIC TRANSFORMER O BITUMINOUS O SURVEY MONUMENT SET ® ELECTRIC METER • SURVEY MONUMENT FOUNp © GAS METER 0 CONCRETE Q SURVEY CONTROL POINT © GAS VALVE °�° ° 'GRAVEL 4 FLARED END SECTION C TELEPHONE PEDESTAL. BRICK PAVERS N GATE VALVE O UTILITY PEDESTAL — x— FENCE �f HYDRANT 0 LIGHT POLE OHU OVERHEAD UTILITY Q SANITARY MANHOLE `-0+ POWER POLE > SANITARY SEWER ® STORM DRAIN GUY WIRE » STORM SEWER STORM MANHOLE PTL UTILITY UNDERGROUND I WATERMAIN s EASTERLY LINE OF DILLMAN ROAD PARALLEL WITH THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE as NORTHWEST QUARTER N89°02'04"W 547.55 (N89°09'19" 548.47) MATCHLINE B M � N BAorn P 3 _ i 975.8 INV— �2S 3CF 75 9 ° \ LOT REARRANGEMENT A'2 In N PER DOC. NO 6564451- ` (ITEM NO. 21) I W O 974.7 \\ \ � °s'�O' �J \ \ UN D R INV= INV= \ ------------------------------1 3w r PARCEL 3 n_ n I✓I 1 J". S 0 \ 1 jJ r � _______________ ___ ___ _ MATCHLINE B 1 ® AAnIA Msc / wq SI-U V I L_ V I V -1 Ed j of wetland-' A A rl E) Ni N /� ^ 111 T- Jge of wetlantl IVI / I \ v L/I VU A 11 f\Irl\JI/\N /-'UVI l lV \ / ---- ` A Aryl n I A I ® IVI L_VIIVrt II \ MSC / WET a-u A All ^) N I I N /7 ^ n r ivivlv911N V 011- DRIVE ------------- S,T I\� I A I1 I11 TI(1N1 i )U LJI I IUI V I M m I O I N _W O I N M I O 0 Z Iao // 3N o Q F -G ERT" V9 74.0------- WETLAND A i 914A V= ,> --Edge of wetland SOUTH LINE OF THE NORTHWEST QUARTER OF SEC.28, TWP.118, RGE23--- INV. PER H.C. SECTION BREAKDOWN SOUTH LINE OF THE NORTHWEST - 973 ^J s .zo/w. s. q \ _ QUARTER PER TOPPERS CASE NO, 17158 `� ' FN "JLM xa i RIGHT-OF-WAY EASEMENT PER I V= y DOC. NO, 4227544 (ITEM NO, 18) i I I` II Edge of wetl-d— / 1 W N a— — } r— — - — — — — _ — — o i --- ,�r� ----/ — 7 0` N 'tr oxu n a oxu '� ox oHu Dxu ^,4,,� — — N tP I ! ! ,� ELEC ANSM ISSION LINE EASEMENT PER DOC. =1 j "�9— ^. ollu�� oxu N0. 37�4-3 (�DOC. NO. 4715633Cn (ITEM NO 17) 160 - - - - - - - - END JLM \ �`>' \ ' /'P I. `i' ----WORTH LINE OF THE SbUTHW I 3 �' \ = 9� Edge of wetland-, / �____NORT �/ HI: LINE OF THE SOUTHWEST E5 QUARTER OF SEC. 2B, TWP.118, RGE23 PER H.C: SECTION' BREAKDOWN f' Edge of wetland- ^ / QUARTER PER TORRENS CASE N0. 18135 N3 ^ CULVERT —I\ O s PARCEL 15 � _I n W � o �E" \ WETLANDA " o 1 Q LIJ \ �.�..l > _ Edge of wetland \ 'H y -- N a3 rQ `I, \ J y IS, O ®MSC / WET SA-W NNSC / WET SA-U O w Z 2 ~N Lid I' OW \ 452 < I � rage of we[Igno-' nFEE- I N W n 102fi.0 House v ry -. N0. 6, TRAIL EASEMENT PER DOC. N0.—�\ NORTHERLY LINE OF C. S. A.H PLAT 5, PER R.T. N0. 976842 3060373 (ITEM NO. 20) 160 "^ o Jo.3 Fl Garage 1, FND IF 17255 _ _ _ _ _ 1 - xv® to FND IP : + _ _ — _ — — 242. I9 AND I 33 33 of 584. 5 6TH AVE. N. 407. 3 A=4°08'37' N. ------ _r eI N89°34'45"W 584.75 S86°I6'--- 239.21 38 SURVEY LINE PER C�. �• ,40. 6 =0°35'42" "- JEi1V1�3 TOWN RD. I -- PLAT OF C.S.A.H. 410.02 `- NO, 6, PLAT 5 PER R.T. NO. 976842�4°0813711— R=1905.76� R v , + sD �— " - _ R=566I STONE GATE 6851 Flying Cloud Drive Ed.. Pam., Minnesota 55344 I Hereby CeN Nat Nis survey Ian or rep°d wes preperetl by untlerm drect supervs dNatl emetluly Lcensed LentlrSurvey°r tlar the lawso t8°SNta ofMnnemra Dafetl N's 12N tl y of Juns 201 1 Qum a—^.—N.. 4J p'.be. Pem6enon- PLS Minnesota Ucense No. 40344 embeMn saNre.mm Title: ALTA/ACSM LAND TITLE SURVEY File No.: 7282-008 Sheet: Sheet 4of 4 Agenda It=#7B MEMORANDUM TO: Mayor Mitchell and Members of the City Council FROM: Dusty Finke, City Planner; though City Administrator Scott Johnson DATE: September 10, 2015 MEETING: September 15, 2015 City Council SUBJ: Wealshire of Medina — Rezoning, Site Plan Review, Interim Use Permit — PID 03-118-23-24-0003 Background Earlier in the year, the Planning Commission reviewed the proposed rezoning, site plan review and interim use permit for the Wealshire of Medina at the northwest corner of Mohawk Drive and Chippewa Road. The Commission recommended approval of the requests. The request was for construction of a 171,392 s.f. one story, 150-resident memory care facility. The applicant has subsequently altered the site plan and adjusted the layout of the proposed structure. The size of the structure did not change significantly, but rather the location of the structure on the lot. The applicant also proposes more surface parking and less underground parking. The updated layout increased the proposed wetland impacts from 23,086 square feet to 59,844 square feet. The applicant proposes to mitigate the wetlands on -site, which will result in a net increase of wetlands because of the 2:1 replacement requirements. The updated site plan shifts the building away from the western lot line, pushing it further to the south. Staff does not believe the amended building layout significantly affect most of the aspects of the initial review. The most significant change is the increased wetland impacts, which are now proposed to be mitigated on -site. Staff presented the updated site plan to the Planning Commission to see if it has any effect on their earlier recommendation. One Commissioner questioned whether it was a concern to use over two acres of the Business Park property as mitigation instead of as development area which may generate additional tax revenues, but ultimately decided the benefits of on -site mitigation would be greater. The Planning Commission reviewed and did not raise additional concerns, provided the mitigation occurs on -site rather than through the purchase of wetland credits. Updated Site Plan The following table summarizes the requirements of the BP district and the proposed updated site plan. The proposed construction appears to meet all of the dimensional standards, provided a 70% opaque landscaping screen is provided along the north and west (residential zoning districts). Wealshire of Medina Page 1 of 3 September 15, 2015 Rezoning, Site Plan Review, Interim Use Permit City Council Meeting Business Park Requirement Proposed Minimum Lot Area 3 acres 17.59 acres Minimum Lot Width 200 feet 1413 feet Minimum Lot Depth 200 feet 2608 feet Minimum Front Yard Setback 50 feet 90 feet Minimum Interior Side Yard Setback 30 feet 137 feet (west) Minimum Rear Yard Setback 30 feet 75 feet (north) Street Setback 50 feet 90 feet Setback from Residential 100 feet; or 75 feet (w/ 70% opaque landscaping) 75 feet Minimum Parking Setbacks Front Yard Rear/Interior Side Yards Residential 35 feet 20 feet 100 ft; or 60 (w/ 70% opaque) 35 feet 60 feet 60 feet Maximum Impervious Surface 70% 23.6% City Council Conditions The City Council had directed staff to prepare approval documents subject to the following conditions: 1) The applicant shall construct the improvements as displayed on the plans received by the City 1/30/2015, except as modified herein. 2) This approval shall be valid for one calendar year for Phase I and three calendar years for Phase II. The applicant may request a permit to construct Phase II within this time frame without obtaining Site Plan Review approval. 3) This approval is contingent upon approval of a wetland replacement plan for wetland impacts. As part of this review, the applicant shall examine means to reduce impacts and implement those that are practical. 4) The applicant shall grant an additional 3 feet of right-of-way to the City as well as easements over all public utility improvements. 5) The applicant shall meet the recommendations of the City Engineer dated 2/4/2015. 6) The applicant shall update the landscaping plan to identify landscaping for Phase II consistent with City requirements but would not be required to be installed until construction of Phase II takes place. 7) Upland buffers shall be established fully around all wetland areas, including required vegetation, signage and easements. 8) If the applicant does not use the property south of the wetland for agriculture, the area shall be vegetated and maintained in order to prevent erosion. 9) No tree planting has been required for the area south of the wetland. This area shall be landscaped consistent with City requirements upon future development. 10) Plans shall be updated so that stormwater improvements are not located on top of public sanitary sewer or water improvements. 11) In lieu of constructing improvements to Mohawk Drive and Chippewa Road to support the proposed development, the applicant shall enter into an agreement with the City related to proportionate contributions to future improvement projects. Wealshire of Medina Page 2 of 3 September 15, 2015 Rezoning, Site Plan Review, Interim Use Permit City Council Meeting 12) The applicant shall obtain necessary approvals and permits from the Elm Creek Watershed, the Minnesota Pollution Control Agency, the Minnesota Department of Health, and other relevant agencies. 13) The applicant shall pay to the City a fee in an amount sufficient to reimburse the City for the cost of reviewing the site plan and other relevant documents. 14) Agricultural use of the property south of the wetland may be continued as an Interim Use until the earliest of the following: a. Subdivision of the subject property b. Construction of any structure on the portion of the property south of the wetland The applicant is still working to finalize their plans, at which time the approval documents will be presented to the City Council. There is no action necessary from the Council, unless there are concerns with the updated site plan which would alter the direction previously given to staff. Attachments 1) Applicant Narrative 2) Updated site plan received by the City 8/11/2015 3) Plans received by the City 1/30/2015 Wealshire of Medina Page 3 of 3 September 15, 2015 Rezoning, Site Plan Review, Interim Use Permit City Council Meeting January 9, 2015 (Initial Letter of October 15, 2014 has been revised) TO: Medina Planning & Zoning Department SUBJ: Amend future land use from low density residential to General Business Property Identification Number: 03-118-23-24-0003 1 am the President/CEO and founder of the Wealshire, LLC. Under my supervision, we specialize in the construction and management of assisted living and dementia/Alzheimer's care facilities for seniors. We built and opened the Wellstead of Rogers in 1999, which is a beautiful 162 resident dementia and Alzheimer's care facility that also included 66 deluxe 1 and 2 bedroom apartments for senior general assisted living and a spectacular 300 person banquet/conference center in Rogers, Minnesota. At 162 dementia beds, the Wellstead of Rogers was recognized as the largest senior dementia care facility in the country. Of greater importance, In 2004/05 the Wellstead of Rogers earned the prestigious award for being the best dementia/Alzheimer's care facility in the State of Minnesota, and within a year was named the best senior dementia care facility in the United States. The Wellstead of Rogers is a beautiful senior care campus which won numerous annual awards for stone and brick construction in Minnesota. The exterior of the Wellstead of Rogers looks like a fine manicured country club, with hundreds of trees, resident walking paths, a large gazebo and two water ponds with fountains. The Wellstead of Rogers employed more than 300 well paid nursing, dietary and administrative type employees. Against my wishes, the Wellstead of Rogers was sold in February of 2008 to a large senior healthcare developer from Newton, MA. Upon the sale of the Wellstead of Rogers, I immediately initiated research to purchase land to build another spectacular senior dementia/Alzheimer's care facility in the Twin Cities, and in 2010 we broke ground on the Wealshire of Bloomington, a beautiful 137 resident dementia/Alzheimer's senior care facility in Bloomington, MN, The Wealshire of Bloomington was built in two phases, and the first phase opened in August of 2011, which consisted of 56 senior dementia/Alzheimer's beds. Because of our excellent reputation, this first phase of construction reached full resident occupancy in less than seven (7) months. The second phase of construction, 81 resident beds, opened in September of 2013 and we expect to reach full resident occupancy (137 resident beds) within the next ninety (90) days. The Wealshire of Bloomington is rapidly becoming the "Gold Standard" for senior dementia/Alzheimer's care in the State of Minnesota. The Wealshire more than replicates the beauty and attractiveness of the Wellstead of Rogers. As you may have heard, the City of Bloomington is a very strict and demanding community to build within, but they are extremely fair and reasonable. The Mayor of Bloomington, and the other Principals of the City of Bloomington have indicated that our construction exceeded their greatest expectations. We recommend and encourage you to contact both the City of Bloomington and the City of Rogers to ascertain and confirm our high standards of construction excellence, in addition to our desire to make our senior health care facilities look like prestigious golf country clubs. Our neighbors in Bloomington are extremely pleased and very satisfied with our quality of construction and the beauty we have brought to the neighborhood by building the Wealshire of Bloomington. The Wealshire of Bloomington will employ more than 250 well paid employees at full capacity. As President, CEO and founder of both the Wellstead of Rogers and the Wealshire of Bloomington, I have more than 46 years of successful employment in the medical field. I initially worked for Baxter Healthcare for 6 years in sales and sales management. Then I was President and CEO of Northern Medical/Orthomet for approximately 22 years, and we designed, manufactured and sold orthopedic implant products (total knees & total hips) throughout the USA, Europe, Asia and South America. Upon the death of my father from Alzheimer's in November of 1996, 1 have spent the last 18 years dedicating my life to improving the "Quality of Life" of individuals suffering some form of dementia. My father and I were very close and he was possibly my best friend. Unfortunately, when my father was 78, he was diagnosed with Alzheimer's and he suffered from this devastating progressive disease for approximately seven years. Unfortunately my father was never given the opportunity to live with pride and dignity during his battles with Alzheimer's, which created extreme guilt on my part when my father finally passed away. While in the casket, I took my father's hand and promised him I would do something so others with this devastating disease could live with pride and dignity. I spent the next 2 years researching approximately 35 Alzheimer's care facilities throughout the USA, and then I put together a business plan to build the Wellstead of Rogers. When we opened the Wellstead of Rogers on August 15, 1999, my mother was our first resident, and she resided at the Wellstead until her death on August 22, 2001. 1 am sure my commitment and dedication to improving the life of individuals with dementia/Alzheimer's is pleasing to my parents, and the passion I share is evident in the quality of care we provide our demented residents at the care facilities we build. It has been said that each community has an obligation to provide quality senior care to the residents that reside within their community. To this extent, we desire to build the Wealshire of Medina, which would be a 150 resident dementia/Alzheimer's care facility, constructed in two phases. This facility would be relatively similar to the facilities we have built in both Rogers and Bloomington. Our objective is to commence construction in May of 2015, with a projected facility opening date of June 1, 2016. At the request of the Principals of the City of Medina, we would possibly consider constructing a reasonable number of general assisted living apartments for seniors, but this construction is not included in our current developmental plans. We would include 150-200 beautiful trees on this proposed site, with resident walking paths, water ponds with fountains, and underground parking for our projected 250-300 employees. Our initial objective for our proposed dementia and Alzheimer's facility development in Medina consisted of Our desire to purchase 11.0 acres (north section) of the combined 22.0 acreage on Mohawk Drive. Unfortunately, this acreage was zoned low density residential, but the Planning Commission and the Council approved the rezoning of this entire 22.0 site to General Business, which we are extremely thankful and appreciative of. However, concerns were indicated by members of both groups to what development might occur on the south end of this 22.0 site, which could possibly be unfavorable as a result of this 11.0 acreage site also being rezoned as General Business. We had assumed our purchase of the northern 11.0 acreage site would be more land than what we would require to construct our proposed 150 resident dementia and Alzheimer's care facility. However, due to the significant set -back developmental requirements, the associated wet land parcels on this acreage, in addition to the required fire lane around the property, we were informed by the architect that we could not construct our proposed development on this 11.0 acreage site. Rather than attempting to request certain "variances" from the City of Medina, we thought it would be best for us to also consider purchasing the southern 11.0 acreage, even though this would require a substantial additional financial investment. We also wanted to minimize any concerns by the Planning Commission and the Council to the future potential "unfavorable" development of this southern 11.0 acreage, which made this additional substantial financial investment to be justified and worthwhile. At this time, and probably for at least the next 5-7 years, we do not have any sincere interest in developing this southern 11.0 acreage unless the City of Medina approaches us to develop general assisted living senior apartments on this site. Therefore, we would appreciate your assistance in approving an "interim use permit' to enable this south 11.0 acreage to be utilized for agricultural purposes as a means to assist in paying the annual property taxes on this southern 11.0 acreage. We truly encourage all interested parties to review our Wealshire of Bloomington website (wealshireofbloomington.com) and the Wellstead of Rogers website (welisteadofrogers.com), and we would also welcome the opportunity to provide anyone a tour of our prestigious Bloomington senior care facility. We would appreciate your assistance and cooperation to make our proposed senior development in Medina a reality. Please notify me if you have questions, or if I can be of greater assistance. I promise and assure you we will construct a beautiful and prestigious senior care campus in Medina. Sincerely and God bless, 0�—A•i Thomas A. Wiskow President/CEO 10601 Lyndale Ave S. Bloomington, MN 55420 www wealshireofbloomIngton.com Tel - 952,345,1900 Fax - 952.345.1906 02015 Weet—d Prnfesslnn.I S—I­ Inc. UPDATED 8-11-2015 Call 48 Hours before dIgging: 811 or c011811.com common G.... d AIN... e Westwood f I � 20 FIRE LANE DRAINAGE & UTILITY EASEMENT -I I 10. �1 � RETAINING WALL I 5 I b — — — — — — — — B 8' HIGH h xx —I x Lxx 8 METAL FENCE (TYP) — — — — Q — R o �x 9-HOLE PUTTING GREEN � x x / �"y0 I (BY OTHERS) 25 I I - I GAZEBO \ I \ •.x SECURED COURTYARD 2 A I METAL FENCE (TYP) e a .SECT CBUR " RED Y4R15 a ,a UNDERGROUND GARAGE ENTRANCE I T I / PROPOSED BUILDING FEE=99&50 20 I 38' I BFE=987.17 113 I I B 4 I 8 I / 8 • METAL 8' HIGH FENCE --- 1 SECURED O• G0l1R4 RD (TYP) 5 ,.� DROP OFF STALLS P.9• i P S �I Ie RED EOABD 9 _- 12 7 HIGH METAL FENCE p (TYP) - PROPOSED BUILDING FFE=998.50 % MONUMENT SIGN 10' 5 yl 9 1 I I I I I ® s I I I I_F - 1 I I / SE RED BOUR YARJY _ 6 O I 8• HIGH METAL FENCE 5 P 25' 13' FUTURE ADDITION FFE=998.50 II- `1 50' I I II I I \ FUTURE ADDITION FFE=998.50 I DRAINAGE & Y\ J J ~ -I L I UTILITY EASEMEN T \ r PARKING SETBACK 'yy UILDIN \Y SETBACK L F- Y r I I I UTILITY EASEHIMENT I I I I I I jl Site Legend E?SIiRIiC: PROPOSED FUTURE 0 0 0 dF o General Site Notes PROPERTY LINE LOT LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER POND NORMAL WATER - 'VII RETAINING WALL FENCE CONCRETE PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMEI, NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING TRAFFIC SIGN POWER POLE BOLLARD / POST DECIDUOUS TREE CONIFEROUS TREE 'i. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, ST. CLOUD, MINNESOTA, DATED 11/14/14.. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS. DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED, 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7, ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9, BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY, REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. O Site Details (SI-OX)Q 1 B612 CURB & GUTTER 2 MOUNTABLE CURB & GUTTER 5 INTEGRAL CURB AND WALK 6 CONCRETE CROSS GUTTER 8 PRIVATE CONCRETE SIDEWALK 9 PEDESTRIAN CURB RAMP 10 PARALLEL PEDESTRIAN CURB RAMP 14 SIGN INSTALLATION T5 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 19 PAVEMENT SECTIONS 25 CURB CUT WITH EROSION CONTROL MAT 32 BEAVERTAIL CURB (13612) VJenwood ProfeWonal Smkm Inc. 3]0112MStreet North Saite20S St. Cloud• MN 58303 Phone 320 253-9495 Fax 320-251 137 Tat Free t-900-27 -9495 wemvoodpLwm Rwo d Do-1, bv]d— Re.+daa. ;;o;;, �aay unar pr A �aN ae JLr.�Jr --- Ito m J. olmm — 08/10/15 u®m> 45023 Prepared for. Wealshire, LLC 10601 Lyndale Avenue South Bloomington, MN Wealshire of Medina �f Medina, MN Site Plan - Phase 1 WETLAND BOUNDARY / l (TYP.) ., ,. C' 30' 60' 90' NOT FOR CONSTRUCTION Date. 01/09/15 sheer: 4 OF 16 a2015 Westwood Professional Services, Inc. Call 48 Hours before d[gging: 811 or cal]811.com Common Ground Alliance Preliminary Plans for Wealshire of Medina Medina, MN Wealshire, LLC 10601 Lyndale Avenue South Bloomington, MN Contact: Thomas Wiskow Phone: 952-345-1900 Fax: 952-345-1906 Prepared by: Westwood PM1ona (320(253-9095 37011 h S4eat No , Sulte 206 Fax (320) 253-0132 St. C-d. MN 56303 To— (000)210-9095 W8ShN00dPS hh VA —ad Prot -al s ,Ao 1K Project number: 0004724.00 Contact: Robert J. Olson Sheet List Table Sheet Number Sheet Title 1 Cover 2 Existing Conditions & Removal Plan 3 Site Plan — Overall 4 Site Plan — Phase 1 5 Grading Plan — Overall 6 Grading Plan — Phase 1 7 Utility Plan — Public Extension g Sanitary Sewer & Watermain Plan 9 Storm Sewer Plan 10 Erosion Control Plan 11 Details 12 Details 13 Details 14 Lighting Plan 15 Landscape Plan 16 Landscape Details Vicinity Map � 5nR Medina (Not. to Scole) NO. DATE REVISION SHEM 1 01/29/15 REVISED PER CITY COMMENTS ALL NOT FOR CONSTRUCTION Preliminary Plans for Site, Grading, Utilities, and SWPPP for Wealshire of Medina Medina, MN Date. 01/09/15 Sheee 1 of 16 02015 Westwood Prof assonm Services, Inc. 06� _ - o call 48 Hours before digging: —�— —� N89°3677"W rrn— 740.06 811 or ca11811.com — - common G—nd AFonce vex sae $ \ / EDG FI \ FFyRFI FIELD (TYP) / 3J PC1j o�/ / I DB g9y OR, SB-12 /� l RGV It s9-a3 1 sD cam. sew �� I / IL 19»5 , / C I I SO—iL �` \ / / 04 T / I id 19 o� I se-,z � \ I r7IL 1 EDGE OF (J1 FARM FIELD (TYP) / ILL I S / o — 956 / / r/ WETLAND BOUNDARY III � (T1T) _ J / IL / \ l 9gzl #k-9B6 i l SL / A N, AL I, w _ea9 - � 992 98J.8 2 � 86- II EDGE OF {ARM FIE �/ I (TYP) V ' S, EASEMENT 9B nl 7 99tI l A 30' ROADWA4 EASEMENT Westwood Westwood Professional Semlk Inc 3]01121h Street North, Suite 206 BE Cloud, MN 58303 Phone 320253-9495 Fax 320253-8]3] Tell Free 1-800-2]0-9495 Removal Legend „,e3v,„dp— EXIS➢NG. PROPOSED — — — — — — — PROPERTY LINE ------- E7OSTING REMOVALS SAW CUT PAVEMENT -1}y+�y�}4�e4t• CURB & GUTTER Dm®ed: cto �N y T SANITARY SEWER WATER MAIN Dnwa M HYDRANT Bemrd pewriea ywAderg -41.4M\1.4 STORM SEWER kFY'rF+r GAS r �N-N-4-MA-FM- UNDERGROUND ELECTRIC rw -'F'rHrFrrlH'r OVERHEAD ELECTRIC n/R �FMHi rFH♦r UN OERGROUND TELEPHONE m 114t4444Fi- OVERHEAD TELEPHONE rT` �F11+FFHiMr TELEPHONE FIBER OPTIC CABLE TELEVISION P""ivas ii'r.-FFFfF'r RETAINING WALL a— +F1rYhF4+'f FENCE O I j CONCRETE 0 BITUMINOUS ® BUILDING TREE LIGHT POLE TRAFFIC SIGN CONSTRUCTION BARRICADE 0 sB �9 0 SB-19 SOIL BORING LOCATION n �ll`T TREE LINE ewr er ms eMe ... Pwa"abramaev Legal Description LEGAL DESCRIPTION PER TITLE COMMITMENT N0. 514215 A� ,( P 1 T, Hobat 1. O Trot part of the East 740 fest of the Southeast Quarter of the Northwest Q—ter ying North of the S th 684 feet thereof, Section 3, Townshp 118 North, Rouge 23 West of the Sin Prncpal M P 2: dl H nnepn County, Minnesota 01/29/15 —1 The South 684 feet of the East 740 f t of S theast Quarter of the Northwest Quarter of Sect on 3 Townshp 118 North Range 23 West of the 5th Prncpal Merd'an Hennepin County. Minnesota Surveyor's Notes 1. THE SUBJECT PROPERTY UPS wTHN ZONE x. CHANCE FLCOOPLAN) PER FEMA COMMUNT, 2- TOiAL SITE GROSS AREA 2268 ACRES (988,133 3. PROPERTY ADDRESS UNASSIGNED 4 SUBJECT PROPERTY IS ZONED RURAL RESIDENTIAL (AREAS DETERMINED TO BE OUTSIDE 02% ANNUAL PANEL NUMBER 2705MO165E, SO. FT.) URBAN RESERVE BEA 5, RINGS SHOWN ARE BASED UPON THE HENNEPN NO BUILDINGS EXIST ON THE SURVEYED PROPERTY COUNTY COORONATE SYSTEM, HAD 83, IS96 Prepared for. Wealshire, LLC 10601 Lyndale Avenue South Bloomington, MN Wealshire of Medina f� Medina, MN Existing Conditions & Removal Plan eeNcnnnaRA __CH rNH= laoa. o8 - S89°23'07 E "790.70 /. 0' 50' 100' ISD' NOT FOR CONSTRUCTION — 01/09/15 sheen 2 OF 16 02015 Westwood Profession 01 Services, Inc. Call 48 Hours before digging: 811 or cc11811.com Common Ground Alliance UT DRAINAGE & UTILITY EASEMENT - --- -- --- ---- __. --- ---- --------- 10.00 (` 20 FIRE LANE -------- 0 ` I � \ _ — — — — — _ _ — — — — — 9?HOLE PUTTING GREEN (BY OTHERS) PROPOSED BUILDING FEE=998.50 BFE=987.17 PHASE I DROP OFF STALLS:. PROPOSED BUILDING FFE=99&50 J � _ I o \. 13. 0, • FUTURE ADDITION - FUTURE ADDITION FFE=998.50 FFE=998.50 PHASE II, I \ \ \ \ \ PHASE LINE � \ \ I - STI PONDTER / — — — — — __ \ — — / // EDGE OF II FARM FIELD \I 25' WETLAND BUFFER (TYP, I II L 1 vt± � I I I DI I I 1 30'I EXISTING ROADWAY EASEMENT I I I !- STJ SIGN BEE nK AWAY . "I AIN 30' EXISTING RO DWAY EA EMENT _ WETLAND BOUNDARY \ >U4 / DRAINAGE & (TYP.) UTILITY EASEMENT UTILIITYAEA EM NT v \ � \ IEASEMENT FUTURE DEVELOPMENT \\\ UTILITIY 1J I I I I 1 D.00' I I� 13. O' r^ I I L- — — — J ro — — — — — — _ — _ 13' DRAINAGE & — 30' EXISTING a ROADWAY — — �- - ---------------------- f UTILITY EASEMENT ----------------------------------- EASEMENT f B£NOH 4RK CHIPPEWA ROAD r — — � F, — m"=1000.oe Site Legend EXISTING PROPOgD — - - — — - - — PROPERTY LINE LOT LINE — — SETBACK LINE -------- EASEMENT LINE CURB AND GUTTER POND NORMAL WATER LEVEL ---' --- RETAINING WALL — FENCE - CONCRETE PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT 0 NORMAL DUTY BITUMINOUS PAVEMENT O NUMBER OF PARKING STALLS O TRANSFORMER SITE LIGHTING -T TRAFFIC SIGN +' POWER POLE ° BOLLARD / POST DECIDUOUS TREE CONIFEROUS TREE General Site Notes I. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 2. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS, 3. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 4. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 5. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED 6. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES' ARRICADES WARNING SIGNS, DIRECTIONAL SIGNS FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 8. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WTH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, 9. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING" CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 10, SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY, REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. Site Develovment Summar • EXISTING ZONING: RR-UR, RURAL RESIDENTIAL URBAN RESERVE PROPOSED ZONING: BE - BUSINESS PARK • PROPERTY AREA: 988,133 OF (22.68 AC) • EXISTING PERVIOUS AREA: 961,303 SF (97.3%) • EXISTING IMPERVIOUS AREA. 26,830 SF (2.7%) PROPOSED PERVIOUS AREA: 754,919 SF (76.4%) . PROPOSED IMPERVIOUS AREA: 233,214 SF (23.6%) • BUILDING GROSS SIZE: PHASE I: LOWER LEVEL: 29,922 SF 1ST FLOOR: 85,091 SF PHASE II: LOWER LEVEL: 4,375 SF 1ST FLOOR: 56.207 SF TOTAL: 175,595 SF • BUILDING SETBACK PER CODE: 50'=FRONT 75'=SIDE / 50'=SIDE TO ROW 75'=REAR • PARKING SETBACK: 35'=FRONT AND ROW GO -SIDE AND REAR BEDS: PHASE I: 84 BEDS PHASE II: 66 BEDS TOTAL: 150 BEDS • PARKING RATIO REQUIREMENT - CITY OF MEDINA RETAIL/OFFICE 1 SPACE / 3 BEDS TOTAL SPACES REQUIRED: 50 SPACES • PARKING PROVIDED: SURFACE: A 6 STALLS REGULAR 51 STALLS DROP OFF 4 STALLS GARAGE: A 3 STALLS REGULAR 31 STALLS TOTAL: 95 STALLS Westwood Westwood Profesimal5eml a Inc 3]0112th Street North, Suite 206 St Cloed, MN 58303 Panne 320-253-M95 Fax 320-253-8]3] Tdl Free 1-800-2]0-9495 wenve-dps.cmrl RmN Ilnvriv: b/dMe Revaivas �� ewy er ms pe .+•P•r•b bramaev pre 01/29113 �� e>D "3m Prepared for. Wealshire, LLC 10601 Lyndsle Avenue South Bloomington, MN Wealshire of Medina pf Medina, MN Site Plan - Overall 0' 50' 100' 160' NOT FOR CONSTRUCTION vale 01/09/15 sn e 3 Or 1 02015 Westwood Profession 01 Services, Inc. Call 48 Hours before digging: 811 or cc11811.com Common Ground Alr— mr ___________________ 20' FIRE LANE DRAINAGE & UTILITY EASEMENT I \ r RETAINING WALL I xx `8' HIGH x� (/ METAL FENCE L—x�x (TYP)xi PUTTING GREEN I (By OTHERS) I P \ I e d I 1 III II \ n I I I I I I I I I I I I I 10 I I I I 8' HIGH MEN AL FENCE I (TYR) I SECURED COURTYARD 15 /. :I HIGH — — — — — METAL FENCE (TYP) (T / x � L� 8 ECURED COURTYARD UNDERGROUND t.;RAGE ' ENTRANCE PROPOSED BUILDING FEE=998.50 8FE=987.17 ip 21 I I I I h I I I — P S. p I I Q� I 25 I I — 2 I I — I I 25 I 12 e II 20' 1 38" I 5 r `- 8HIGH METAL FENCE (TYP) 8 15 I S 15 B �p0 8 yl 9, I. y1 9, Imo• �5 DROP OFF STALLS - R PROPOSED BUILDING 12 1 FFE=998.50 ACRID 9 1z r--II I / O 9. MONUMENT SIGNr ° L NUT/ 8 5 I e, I � I I I I I I I I II • a 25' 1 13' SECURED COURTYARD - - 5 T—I I I I h 8 x FUTURE ADDITION FFE=99B.50 FUTURE ADDITION FFE=998.50 ... I - I I DRAINAGE may' UTILITY EASEMENTI\� PARKING SETBACK `Y \� SETBACK 1 y I yf DRAINGE J /{BE \ ` UTILITY EIM I i -_---- _- STdRMWATER POND /. 1 --——————— — — — — —— i all, v WETLAND BOUNDARY (TYP.) .4Y.. Site Legend Westwood EXLaZN-2 PROPOSED FUTURE — - - — — - - — — - - — PROPERTY LINE Wesevood Prof-imal5ervII Inc LOT LINE 3]0112th Street North, Suite 206 St Cloud, MN 58303 — SETBACK LINE - - - _- - - - - EASEMENT LINE Paone 320-253-9495 Fax 320-253-8131 - CURB AND GUTTER Tdl Free 1-800-2]0-9495 POND NORMAL WATER LE'-_ RETAINING WALL weslwoodq.corrl — FENCE CONCRETE PAVEMENT _______ CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT 0 NORMAL DUTY BITUMINOUS PAVEMENT O NUMBER OF PARKING STAI.tG Dam®ed: cto Chedxd: em TRANSFORMER SITE LIGHTING RemN Dnvrme bydMe -�- TRAFFIC SIGN H•' POWER POLE ° BOLLARD / POST DECIDUOUS TREE CONIFEROUS TREE General Site Notes R— I BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, ST. CLOUD, MINNESOTA, DATED 11/14/14_, 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. v+c�m �aa ea r...u®.anmmaut 6. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING / TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, �N'` G�^- DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF %oboe 1, O TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 01/29/15 r3®.1ae 15073 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. (] Site Details (SI-OXX) 1 B612 CURB & GUTTER 2 MOUNTABLE CURB & GUTTER 5 INTEGRAL CURB AND WALK 6 CONCRETE CROSS GUTTER 8 PRIVATE CONCRETE SIDEWALK 9 PEDESTRIAN CURB RAMP 10 PARALLEL PEDESTRIAN CURB RAMP 14 SIGN INSTALLATION 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING Prepared for 19 PAVEMENT SECTIONS 25 CURB CUT WITH EROSION CONTROL MAT 32 BEAVERTAIL CURB (B612) Wealshire, LLC 10601 Lyndsle Avenue South Bloomington, MN Wealshire of Medina pf Medina, MN Site Plan - Phase 1 0' 30' 60' 96 wK 01/09/15 NOT FOR CONSTRUCTION 4 OF 16 02015 Westwood Pcofe..i 1 Services, Inc. Call 48 Hours before digging: 811 or caII811.com common Ground Alllanoe Grading Legend Westwood i r w - _ �I I I I I I / \ 99].93-•1000- • \ - \I � 998 53. /ry � 99,00/ a / �995.00- � 9g, 997= N h � �., �- `- � )\ \ - I / 1 m � 9 0 • • , • 996 99 T 996. 6 989.64 989.26 991.50 •\ 1 _ \ / 9 /.6° 9600B 99586 8-990.04 T 99043 s I I ♦ 4 9E9.25 B 989.43 � S �` I 1 I sy� I �998.Ogy 996 / 9p 988�45 9 989.81 8-989.80 g �a yam' ^ / 9s �a6.a5 9\/ /� \ \ 9� / 991.56 YF NO 997 \ive 988 sX 11 b/ Y r • / ..' / 986 � 991.7 x y 997.00 Fb96 0 kx-� xLx: / / .•• ••. m / / / I •♦ - j.. 9 � ,o6e II i PROPOSED BUILDING "t 9,7 FFE-99&50 I I BFE-987.17 1004 I �_ • i i I _ � I I• 4 noT B - 99 .51 I - � o 99J - I , 1 p2 •r I996 �i_._.,. � 995• i � j" / 94.10 1 - I a, ! i \ + I _ -I 2� PROPOSED BUILDING 1 • FFE=998b0 1 / 1 li i 997 / m /WETLAND IMPACT ,yt 03.55 N j 6,126 _ F - I 1 9oF.50 I • 997 - OL I � / ° n I TIF \ ILF m x o]%- ♦, T.- _.. \ I FUTURE ADDITION FUTURE ADDITION 96.20 1 o.� FFE=998.50 POND I '\ 1 \♦ \ - FFE=998.50 L- 9920 HW�I _ NWL8=90.00 I 1 � � 9951�3b. ...�. \ �x m - �.� HOT=95.00 V / I CGO m EOF m I I - / Q 9 �o, a gyn Io I \ \\ 995.50 995.90 \ 994.50 �'♦ \ �P I - Im F a.. 995.50 II I - - - ------- WETLAND IMPACT #2 w WETLAND BOUNDARY OIL 0 I 17.109 SF - _ I I) (TVP_> iI rn TOP,910.50 gee l ^ I I- HWL 990.4] r -- NWL=988.00 BOT=980.00. / m // rill / all,el / %E L$_ NG PROPOSED - - - - - - - PROPERTY LINE GET -980- - INDEX CONTOUR 082 982- INTERVAL CONTOUR CURB AND GUTTER POND NORMAL WATER LEVEL - SILT FENCE - ♦♦� STORM SEWER " ® FLARED END SECTION (WITH RIPRAP) WATER MAIN SANITARY SEWER - RETAINING WALL »l DRAIN TILE - - RIDGE LINE - - GRADING LIMITS RIP RAP EROSION CONTROL BLANKET TURF REINFORCEMENT MAT SPOT ELEVATION 1507. FLOW DIRECTION 'a' e 'Ee.°O.E TOP AND BOTTOM OF RETAINING WALL R 5 00 EMERGENCY OVERFLOW ® O INLET PROTECTION Grading Notes 1, LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS. EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA_ 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND. OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT- S_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS, 6_ ALL SLOPES SHALL BE GRADED TO 3.1 OR FLATTER UNLESS OTHERWISE INDICATED ON THIS SHEET 7, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9_ SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS, 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED_ THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11, CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (KEEPS) PERMIT REQUIREMENTS. 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN BEGOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD STREETS OR PARKING AREA SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. Westwood Professional Service, Inc. 3J011211, Street Nor111, Suite 206 BL Cloud, MN 58303 Paone 320-253-9495 Fax 320-253-8737 Tdl Free 1-800-270-9495 wesrssoodp,- Ravrd Ilnwiv: to/dMe p"i"�isIa,,,„ ce. nr e.mmenu ,� ewy er ms pe ... r•rab bramaev e,qum�me. m�.,nam. su�u pre M/29/15 rs®. e>D 45M Prepared for. Wealshire, LLC 10601 Lyndsle Avenue South Bloomington, MN Wealshire of Medina �i Medina, MN 0' 30' 60' 90 NOT FOR CONSTRUCTION Grading Plan - Overall vale 01/09/15 stean 5 or 16 4724coFm.a.9 02015 Westwood Profession 01 Services, Inc. Call 48 Hours before digging: 811 or cc11811.com common Ground Alll— Grading Legend Westwood .,icy i T � i — — — — — — — — — 999,00 / '�gost / 998Y99 I �998.50 �'PT SJ].50� / 99s-00 r-- \ e � - - -------� FUTURE ADDITION FFE=998 80 V11- _ 1 1 994 95 ' 1 II — i In --- � — I S \ WETLAND BOUNDARY �(TYa) II POND 1 / SEE LEFT FOR POND INSET I TOP=99G50 II� HWL=9904] 1 i; 1 I I AWL=988.00 W V %E ISiING PROPOSED — — — — — — — PROPERTY LINE INDEX CONTOUR INTERVAL CONTOUR CURB AND GUTTER POND NORMAL WATER LEVEL SILT FENCE _�� —� —►► 0 STORM SEWER - ® FLARED END SECTION (WITH RIPRAP) WATER MAIN SANITARY SEWER - RETAINING WALL �.1 DRAIN TILE RIDGE LINE GRADING LIMITS RIP —RAP EROSION CONTROL BLANKET TURF REINFORCEMENT MAT 0L- SPOT ELEVATION --�A� FLOW DIRECTION TOP AND BOTTOM OF RETAINING WALL 58 00 EMERGENCY OVERFLOW ® O INLET PROTECTION I I 993 I •I I I I I i Pond Inset ?9q I .10 1 +EOF� 1 I I 1 )Bet I I 1 II III 1 I 1 I _ 1 I 1 - 3.55 •I l i 1 IIm III_I I 1 II • I I 1 I 1 I � I i I C) 1 I I - •II� I I Westwood Profesimal Servkes, Inc 3]0112t1, Street North, Suite 20fi SL CIouC, MN 58303 Phone 320-253-9495 Fax 320-253-8]3] Tdl Free 1-800-2-9495 wen—dps.corrl RmN Dnvdva b/dMe Revaivus ci/ze/�s - aa,.„a ve. rya comet„u �� ..wy er ms pe ... r•rab bramaev v+cuum�me. m�m�. � n a a. sum pre 01/29/15 r>m. e>D 15073 I IPrepared for. Wealshire, LLC I I I 1 _-I Ewa TOP—990S0 1 i i I I I I i HWL=988,00 90 4 BOT=980.00 / 1 I 10601 Lyndale Avenue South Bloomington, MN I i 1 I I I II i 1 ^s / l ---------------J Wealshire of Medina X Medina, MN Grading Plan - Phase 1 0' 30' 50' 96 D,K 01/09/15 NOT FOR CONSTRUCTION 6 OF 16 o2Q15 Weslwooe ProTessiond serwoes, Inc. Call 48 Hours before digging: 811 or cc11811.com Com Gra9nd AOl— 1LF-8" PVC C900 I I 6" TEE W/AUX. VALVE PVC C900 ELEV.=990.0 W/AUX. VALVE PVC C900 ELEV.=987.5 I W/AUX_ VALVE 141LF— PVC GRIND ELEV.=986.6 `8,..x 6" TEE I I 1' I II 45° BEND 23'oF 8" PVC-C900 -4j BLIND 49 LF-8" PVC C900 Utility Legend Westwood XE L$_ NG PROPOSED — - - — — - - — PROPERTY LINE Wesevood Profesimal5emlk Inc EASEMENT LINE 3]0112th Street North, Suite 20fi SL Clo , MN 58303 - CURB AND GUTTER —►� SANITARY SEWER Phone 320-253-9495 Fax 320-253-8]3] Fu SANITARY SEWER FORCE MAIN Tdl Free 1-800-2-9495 —eel STORM SEWER —I WATER MAIN wen.-dp,— HYDRANT c.s GAS o✓s UNDERGROUND ELECTRIC Psi OVERHEAD ELECTRIC UNDERGROUND TELEPHONE -* OVERHEAD TELEPHONE Chedxd: em TELEPHONE FIBER OPTIC CABLE TELEVISION Remrd Ilnvrm: tn7dMe aee DRAIN TILE GATE VALVE ► FLARED END SECTION (WITH RIPRAP) LIGHT POLE VERTICAL UTILITY SEPARATION General Utility Notes L THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ��neX�s-a,.„a ve r�r comet„u ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES, 2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED, PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. v+cVum�me. mom. �inam. sa�m 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE Hobet�j. O•j SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. pre 01/29/15 � e>D 95073 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY, THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORI7ED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 8, PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE Pr ed for. ePar SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER, 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. Wealshire, LLC 11. DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA 0900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY, 10601 L"dale Avenue South 12, ALL WATER LINES SHALL HAVE 8' MINIMUM COVER, INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND Bloomington, MN 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS, 13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SIDE 26 OR SCHEDULE 40 PER ASTM 02241. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS SHALL BE PVC SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT, ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA RULES, PART 4715.2820. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150. 14. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT). 15. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. Wealshire of 16. REPAIRS TO CH IPPEWA ROAD SHALL BE AS DIRECTED BY THE PUBLIC WORKS DIRECTOR OR CITY ENGINEER. Medina y� f� Medina, MN Utility Plan - Public Extension eervcWn+aarc CHIPPEWA ROAD F �7�Ts ,, mrr=l000.oa-. = s LE -a" Pvc c9oa-� REMOVE 12" 1 V" TEE AND REPLACE WITH 12 x 12CROSS GATE VALVE '. 8" REDUCER - LF-8' PAC C900 _ 0' 50' 100' ISG' NOT FOR CONSTRUCTION vale 01/09/15 S1eee % OF 1 o2Q15 Weslwooe ProTessiond serwoe�, mc. Call 48 Hours before digging: 811 or cc11811.com common Ground Alliance Utility Legend XE ISPNG PROPOSED — — — — — — — PROPERTY LINE EASEMENT LINE - CURB AND GUTTER —►------ 4 SANITARY SEWER SANITARY SEWER FORCE MAIN --ems STORM SEWER —I WATER MAIN HYDRANT c.s GAS o✓s UNDERGROUND ELECTRIC Psi OVERHEAD ELECTRIC UNDERGROUND TELEPHONE -* OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC - CABLE TELEVISION FF� DRAIN TILE GATE VALVE ® FLARED END SECTION (WITH RIPRAP) 3jF LIGHT POLE VERTICAL UTILITY SEPARATION -VI 1 0 General Watermain & Sanitary Sewer Notes 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE, THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SANITARY SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER, 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS, 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY_ THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY, THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING, INSULATE CROSSINGS WITH STORM SEWER. 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11_ DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151, COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY, 12, ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER, INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SIDE 26 OR SCHEDULE 40 PER ASTM D2241. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS SHALL BE PVC SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA RULES, PART 4715, 2820, 14, ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560. 0150. 15, POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH, THE ELECTRICAL ALARM SWITCH SHALL BE PART NO, PCVS2 (OR EQUIVALENT). 16. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIAPONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. 17. ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE BUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN DO NOT REFLECT THE SUMPED ELEVATIONS. Westwood Westwood Profesimal5eml a Inc 3]01121h Street North, Suite 206 St Cloetl, MN 58303 Phone 320-253-M95 Fax 320-253-8]3] Tdl Free 1-800-2]0-9495 weslwoodps.cmrl Reeard 13 . by/d liNl�t>� %obat 1. O pre 01/29/13 rm. e>D 15073 Prepared for. Wealshire, LLC 10601 L"dale Avenue South Bloomington, MN Wealshire of Medina Medina, MN Sanitary Sewer & Watermain Plan 0' 30' 60' S0 NOT FOR CONSTRUCTION vale 01/09/15 sbaee 8 of 16 p004]a4UTFpa.tlW9 02015 Weslwooe ProTessiond serwoe�, etc. Call 48 Hours before digging: 811 or call811.2 0 m common Ground Alliance Utility Legend Westwood -I STORM CLEANOUF G" PERFORATED DRAINTILE - -_eke____ -- L-.xx F/ b \ 9-HOLE PUTTING GREEN SEE MECHANICAL-� PLAN FOR TRENCH DRAIN CONNECTION TO PUMP AND STMH-401 / / / - / TRENCH DRAIN-402� / RE=987 95 ES-400 IE=985.95 (S) STMH 1472 IE=991.00 RE=994.7E PROPOSED BUILDING IE=992.29 (W) FEE=99&50 IE=992.29 (E) BFE=987.17 65'-12' STM SWR 0 2,00% 1w•� ••• Y 127._1 RCP CL 3 ®0.39% S MH-102 RE=995.53 I CIE=991.69 (N) PROPOSED BUILDING IE=991.69 (S) FFE=998.50 / 11MH-101C 59'-12" 78'-12" �RE=996.00 ' STM SIR ® 0.49% STM SWR ® 0,50% IE=993.00 (SW) - - CBMH-501 / ____... IRE 993.83 _ IE-99016 SE) 182' 12" ,. . STM SWR ®0.75% 21'-21" CBMH-101B77<STM SWR ®0.75% RE=996.00 FES-500 ae CBMH-101A E=992.61 (NE) IE=990.00 RE=996.00 IE=992.61 (W) IE=992.3E (E) IE=992.3E (SW) 01 I1 FUTURE ADDITION FUTURE ADDITION : FFE=998.50 x _ _ FFE=998.50 �l STMH�101 RE-995.15 --- _ 6" PERFORATED BRINDLE \\ •. IE 910,71 (N) 1 _,--_ (TYP.) '\ IE-990.95 (NE) - 51'-21 IE=988-38 (S) 1 ' I-990.00 I I •I I I I I •I I I I I � ct OI I •I I I • \ STM SWR 0,74% I _ \ ES \ -10 I E=988.00 \ - , STORM CLEANOUT 1 _- _ (TYP.) _ O STMH-202A � � � FES-204 I I \ I I \ I STM SWR 0 0-35%35% I I FES-200 1 IE=988.00 I1 I 1 II 1 STORMWATER I 1 POND 1 I 1 STMH-201 �E=988.13 IE=988.13 IE=992. 40 (S) �- H•• - -, ••• STM SWR ®2.00% T.. --- -- --" STMH 203 IE 989.53 IF 989.53 -_ _ \ IE=990.90 ~ 035`A, - - 5 _�� �• 200 18" S SWR ® 0.357, �� 200'-18" STN�SWR ®0.35% 44 4- STMH-202 \ \ IE=988.83 ,11 l WETLAND BOUNDARY / I EMSTING PROPOSED - - - - - - PROPERTY LINE EASEMENT LINE CURB AND GUTTER SANITARY SEWER FN Fm SANITARY SEWER FORCE MAIN -set 0 --------- E STORM SEWER •^r WATER MAIN HYDRANT ws GAS UNDERGROUND ELECTRIC ^e+ OVERHEAD ELECTRIC rvc Nc UNDERGROUND TELEPHONE OVERHEAD TELEPHONE ra TELEPHONE FIBER OPTIC c^' CABLE TELEVISION ... OR AIN THE r< GATE VALVE ® FLARED END SECTION (WITH RIPRAP) BIE LIGHT POLE VERTICAL UTILITY SEPARATION FILTRATION MEDIA General Storm Sewer Notes 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLLI ANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND MITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2, ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 3, PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAY`` RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5, ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WIII THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING, CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DI SRUPTONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 8. UTILITY SERVICES TYPICALLY TERMINATE 5 OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 9- STORM SEWER PIPE: A. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. B. HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. C- PVC STORM SEWER PIPE SHALL BE SCHEDULE 40 PIPE PER ASTM F949. 0. HDPE AND PVC STORM PIPE SHALL HAVE FITTINGS PER ASTM D3212 AND BE INSTALLED PER ASTM D232 E. CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 12D-INCH AND MUST MEET ASTM A760 OR ASTM A]96 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING. 1, ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA RULES, PART 4715.0700. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA RULES, PART 4715.2820. 10. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560,0150. 11_ AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR To VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. 12, ALL CATCH BASIN CASTINGS IN CURB SHALL BE BUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE BUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN DO NOT REFLECT THE SUMPED ELEVATIONS. -18 --- I STM SWR ®0.35% FES-200 IE=988.00 I I / I BTOOND PR onlo Westwood Profesimal5eml a Inc 3]01121h Street North, Suite 206 St CII MN 58303 Phone 320-253-M95 Fax 320-253-8]3] Tdl Free 1-800-2]0-9495 weslwoodps.cmrl RmN Ilnvriv: to/dMe oip"i' s - a,.„a vex rya comet„u �� ewy er ms pe ... P•tab bramaev v+aurm�• Pam/�e''.'�m�. � n a a. sum pre 01/29/15 � e>D 95073 Prepared for. Wealshire, LLC 10601 L"dale Avenue South Bloomington, MN Wealshire of Medina I / X Medina, MN / I / OCS-601 // RE=0 (SE) 00 / IE-98fl.(SE)-i/25•-12" SWR ®4 4 9' DRAINTILE Storm Sewer Plan % 0' 30' 60' So D,K 01/09/15 NOT FOR CONSTRUCTION 9 OF 16 0-72w,i9 . 02015 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or cc11811.com common Ground Alll— i - I 1 L 99 o1 8 9p� /Y 999 I \ I o O'oory m e \ 97 \ \ A 988 I 1 � I y99.. 92 ng> n I PROPOSED BUILDING....-J FFE=998.50 I E BFE=987.17 I I: r l I 99 4 .I V i I I — I ./ PROPOSED BUILDING \ 1 / FFE=998.50 �I \ 1 s93 _ .• / — i % I I II ��Ipl �I \ FUTURE ADDITION Fu1FRE99s0 0 C NO \. FFE=998.50 I /yJ r \ AFTER 'POND HAS BEEN m li \ V A r CONSTRU(G ET INSTALL SILT FENCE` TO PREVENT \SEDIMENT FROM FILLING \ \ FHE, POND. \ . - /. \ I� a 41 I I I I I I v v I I I 90 9 909 I r m �I Erosion Control Legend Westwood %f ISn N_Q PROPOSED — — — — — — — — PROPERTY LINE Westwood Prof-Imal Service, Inc. 980 —980— — INDEX CONTOUR 3]0112tM1 3tree[NortM1, Suite 206 9g2 982— INTERVAL CONTOUR St. 01ouQ MN 56303 CURB AND GUTTER Pnone 320-253-9495 Fax 320-253-e]3] POND NORMAL WATER LEVEL Tdl Free t 800-270-9495 - SILT FENCE - ••� STORM SEWER weslw•odp- ® FLARED END SECTION (WITH RIPRAP) WATER MAIN SANITARY SEWER RETAINING WALL ..1 DRAIN TILE xw — — — — RIDGE LINE Cherk.. I GRADING LIMITS ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET RmN Ilnwiva br/dNe TURF REINFORCEMENT MAT - xsr 00 SPOT ELEVATION 1501. FLOW DIRECTION 'a' e TOP AND BOTTOM OF RETAINING WALL R E' 00'F EMERGENCY OVERFLOW ® O INLET PROTECTION xe.•�o�a „ ee. n comet„u General Erosion Control Notes 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES 2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY EXCAVATION CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT, IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PODDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. f�f 44r 3, EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO CATCH BASIN INSERTS CONSTRUCTION ENTRANCES EROSION a^e 01/29/15 41 CONTROL BLANKET AND SILT FENCE ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT- THE OWNER MAY DIRECT THE CONTRACTORS METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS 5. PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PODDING DURING CONSTRUCTION. 6. WHEN INSTALLING END —OF —LINE FLARED END SECTIONS BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP Prepared for: RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE (A T TL C HARD SURFACE WITHIN 2 WEEKS COMPLETION OF CONSTRUCTION. �rY eats1` JA�re, 8. THE SITE MUST BE STABILIZED WITH A 25-151 SEED MIX AT 70—POUNDS PER ACRE AND TYPE I MULCH AT 2—TONS PER ACRE IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED_ 9. TEMPORARY SEEDING SHALL BE MN/DOT SEED MIX 22-111 AT 40—POUNDS PER ACRE AND TYPE I MULCH AT 2—TONS PER ACRE IN ACCORDANCE WITH 10601 L dale Avenue South Yn MNDOT 2575 UNLESS OTHERWISE NOTED. Bloomington, MN 10, FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 11. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 12. ALL PERMANENT PONDS USED AS TEMPORAY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 13. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PRIDES) PERMIT REQUIREMENTS. 14. THE SITE MUST BE KEPT IN A WELL —DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW, 15. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH SITE WORK. Wealshire of Medina Medina, MN Erosion Control Plan 0' 30, 60' 96 care 01/09/15 NOT FOR CONSTRUCTION 10 on, 16 02011 Westwood Professional SErvlces, Inc. Call 48 Hours. before digging: 811 or cc11811.com Common G,-d AI11- n -- rox nw 'o.o 'o., a. o'ac I 0.0 ol 'o.2 o.3 0.2 o I I 0.0 o.t a2 03 '0.4 0s 0.6 0.5 0.a 0.4 - - - o.o o., az 0A os 03 o.9 'o.e o.oT / - a •00..1 - - - - - --- - - - - -- -- ----2 a-- 17 al lo ' pI tt 09 I'o1 r5 a e.5 1.1 ' °5 '°.] °.9 �° .3 '°.� •.� I 25 ° 9 II ° I .0 MN t a I1 0.0 Fo.1 1 I o.o PROPOSED BUILDING 2.4 22 f1.3 .5 -0.11 '010 0.0 FFE=998.50 I BFE=987.17 rl.a .s •o 1I 0.0 171 1 a 0 o. 0.3 '§5 .5 t 1.e T2 .s °.,11 % o.t so s.o I MH: as o I / / 'o.e .. .. M: 10 "Io 3s ,gg MH�3. o.z o.a 4 �' 1. �'23 �o.] 'o.3 e 1.a 1.s I.e zz 23 zz '2.3 2z 1.5 1.0 �0.5 'o.4 '0.1; III PROPOSED BUILDING 0 05�I 0o ab FFE=998.50 zz .3 (( 11 III _. 12 MH: z]. 2M o 1.a .° 1.4 .s '°,I T3.o a5 / / 0 9 14 1] 1 12 _• 03 05 •0 0. •0.E '11 .9 0: ' 00 II o., I 0 �'` .s 'o.s o, 06 io.a z I . a.o 'o.II 'a.o I II FUTURE ADDITION FUTURE ADDITIION ) FFE=998.50 / I_ j I I , ------------------- -------------------- -I - _--- ®®�®�� ®o� I 1 I I 1 I �I Lighting Notes Westwood 1. THIS LIGHTING PLAN SPECIFIES LUMINAIRES SUPPLIED BY ALD. NO SUBSTITUTIONS ALLOWED. ANY DEVIATION FROM THIS PLAN OR USE OF 1Nesnvood Profeslonal5ervke,Irlc LUMINAIRES OTHER THAN ALD PRODUCTS WILL REQUIRE FULL SUBMITTAL OF 3]0112th Street North, Suite Zoe FIXTURE SAMPLE, DRAWINGS, AND LIGHTING PLAN TO CITY, ENGINEER AND St Cl-, MN 58303 LANDSCAPE ARCHITECT FOR PRIOR APPROVAL. 2. THESE CALCULATIONS ARE NOT VALID FOR OWNER OR CITY APPROVAL USING Phone 320-253-9495 Fax 320-253-8]3] ANY "NON-ALD REPRESENTED PRODUCT" OR FIXTURES NOT SHOWN ON THIS FIXTURES Tdl Free PLAN. FIXTURES MUST BE PROVIDED BY ALD. wen-dp- - 3. CALCULATIONS HAVE BEEN PERFORMED WITH OUR BEST INTERPRETATION OF THE DETAILS GIVEN TO US. SOME DIFFERENCES BETWEEN MEASURED AND CALCULATED RESULTS MAY OCCUR OTO INTOLERANCES IN CALCULATION METHODS, TESTING PROCEDURES, COMPONENT PERFORMANCE, MEASUREMENT TECHNIQUES AND FIELD CONDITIONS SUCH AS VOLTAGE, TEMPERATURE VARIATIONS, LAMP MANUFACTURER VARIATIONS, AND OTHER VARIABLES. CALCULATIONS NOT TAKE INTO CONSIDERATION OBJECTS SUCH BUT NOT LIMITED T0, TREES, BUILDINGS, PAVEMENT, SIDEWALK, OR CARS., CALCULATION VALUES REPRESENT HORIZONTAL (I. E. LIGHT METER FACING®� c10 STRAIGHT UP) ILLUMINANCE FC LEVELS (UNLESS OTHERWISE NOTED). IF THE Cheri.&: el0 REAL ENVIRONMENT CONDITIONS DO NOT MATCH THE INPUT DATA, DIFFERENCES WILL OCCUR BETWEEN MEASURED VALUES AND CALCULATED Dnwa >a VALUES. ALD IS NOT RESPONSIBLE FOR ACQUIRING OR INTERPRETING ANY RmN Ilnvriv: 6e/dMe LOCAL LIGHTING CODES. 4. THESE LIGHTING CALCULATIONS ARE NOT A SUBSTITUTE FOR INDEPENDENT ENGINEERING ANALYSIS BY A PROFESSIONAL ENGINEER. TYPES A,B,C FULL CUTOFF LED 25' TALL HAPCO POLE 3' TALL CONCRETE BASE a TYPES W FULL CUTOFF LED WALL MOUNTED TYPES WI FULL CUTOFF LED WALL MOUNTED ALO,1- ARCHITECTURAL LIGHTING DESIGNS,INC. 2920 ANTHONY LANE ST. ANTHONY, MN 55418 612-252 4100, 612-252-4141 fax CONTACT' SCOTT HARMES shormes®oldmpls.com Prepared for. Wealshire, LLC 10601 L"dale Avenue South Bloomington, MN Wealshire of Medina pf Medina, MN Lighting Plan MAINTAINED LIGHT LEVELS USING FULL CUTOFF LED FIXTURES SHOWN ON PLAN. 0' 30' 60' 90 NOT FOR CONSTRUCTION vale 01/09/15 scree 14 or 16 i . t O �`-s�,':��I�s Sa /- Q ►�� I����/_ 11� �/.. l SIG_ �ilv� ; i 13'•1 ►a. 4�1t ils_ ,.l11�. 1� ��''" �I ! ','Qi 'gal; ,�v�'�„ y � n'1• a Jd���+►,'„e�t /1 d r, Schedule CODE QTY. BOTANICAL NAME Call 48 Hours before d1gging; 811 or ca11811.com Common Ground Alliance SIZE SPACING O.0 . odPlant Westwood Wesevood Profeslonal Semler UK 3701121h Street North, Suite 206 SL CII MN 58303 Phone 320253-M95 Fax 320-25 11737 Tdl Free 1-800-270-9495 We—d .<p11 VERECOMMON ORSTORT TES - 67 SUM 7 SUGAR MAPLE / ACED SACCHARUM 2.5' BB AS SHOWN SGM 3 SIENNA GLEN MAPLE / ACER X FREEMAN" SIENNA 2.1" BE AS SHOWN IMH 6 IMPERIAL HONEYLOCUST / GLED USIA TRIACANTHOS VAR. INERMIS 'IMPCOLE2.5" BE AS SHOWN SKYLINE HONEVLOCUST / GLEOTSIA LAAGANTHOS VAR. INERMIS 'SKYCOLE' 2,5 BB AS SHOWN REO 10 RED OAK /HITOUERCUS RUBRA 2.5" BB AS SHOWN SWO 9 SWAMP WE OAK / QUERCUS BICOLOR 2.5" BB AS SHOWN CHB 11 HACKBERRY / CELTIS OCCIDENTALIS 2.1" BB AS SHOWN BO1-4 BOULEVARD LINDEN ILIA AMERICANA'BOULEVARD ' 25" BB AS SHOWN " ^'a�'0 11O I ,�{il'��a.a3O5,,t . x �'o�a _ e`er ►a„'.ee i esalro%� saii! e �`py,i '► terra ITT A Ii� C Yl �i►y% aal 11 JAPANESE TREE LILAC SYRINGA RETICULATA 6' TY, 98 CLUMP AS SHOWN �a1'ai I ,1�� i �1Q 'te►.,,e3d ae �,�w�� ��vl�. . �rI 4, t ® a►-1�.�j to �+d ;9� � '¢1 I LOT_ I/t• 1�/ • �L�•`.-!"�'1 - -° �� " IYaajl 1. -.R1 IIBHS 32 BLACK HILLS SPRUCE / PICEA G� G ITT,, ED AS SHOWN a a ACGS 28 COLORADO GREEN SPRUCE / PICEA PUNCENS C HT., BB AS SHOWN PUTTINGd. 'AND 31 AUSTRIAN PINE / PINES NIGRA 6' HT., BA AS SHOWN I SOD 3 DEH II ' SOD CM 3 TLY 3 TAT 3 S ELS L -TG'IT 5 MS SMS 5 �/I�� '* ?S '„ r_c Soo 2-LIE SOD eJ 5 De 2-lvc 5-pIO 1 A9H • HEI 5 RS � J ABM }-A9N = 3-TAY -Au -$MS 5 OOH _ } V 5 HEY _ PROPOSED BUILDING 3 TA sc� FFE=g98.50 5 FLs s TAY CAV _ s-Poc BFE=987T7 7 FLs a oBH o ' FLs 5-scJ -swo Soo ,I. HEc " p EED I I }s CJ r 3 oBn AV 6- � CE 1 _ _ L5 ELs 3 FLS 3 OWE } c ' H SOD / •s I \ _ . .. PSI } D5H 5 Ps ED P — — } TCH L L 3-A M SMS 3F O \ M� i 5-AWS 3 5 � 3 J \ • 2-.ttIL � BLC IM}J ELS _ABH S-LPS A 5 LPS 3PinY ... _ 6 3 AUP SOD AO AOH s�� '' s Aw5 z H 4-SNH 7-LPS _OwE 3—IC, 1 H • ---I TAY . -- ---- } LPS PS s ,o LP PROPOSED BUILDI-- 3-TnY -LPS '. a-ssc 1 1-sK -} 1i5 a 9M5 3-SCJ H NG 3-LPS FFE 998.50 ......5 . - } D7 S } 3-C V 3 SCJ /f o_ I }- s } LMS � 3 6-SSG o-SC.1 JJ 5 SCJ , C y / 0-fL5 / / soD .. SOD / -Las ra r_ � � Y I }-tSwE S-HEc j J -MJJ a-LOS SEED N1 6 LLL }FLs SEED _ __ A[E MJJ s FLS NOTES'. }- QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT L A DISCREPANCY, 6 PS S3 PS MJ '� D I : SEE LANDSCAPE DETAIL SHEET FOR ALL PLANTING DETAILS AND PLANTING NOTES- , REFER TO LANDSCAPE DETAIL SHEET FOR EXACT SEED MIRES PER PLAN. , } A a-CAV .SOD ' SEED 1 I � _ — — __ �E D ,-sw ' SEHD III o i ws II I ' -AUP I li I I so o ' .• ': _ - - j all, I � OD SEE /' AUP 1 Landscape Data 111CRD. --- I " " SEED #1 R -FUTURE ADDITION I CITY EOUIREMENTS UNDER SECTION 8323 FOR BUSINESS PARK DISTRICTS: REo FUTURE ADDITION FFE 998.50 x x ' FFE=998,5G _. _ I d , I - ONE OVERSTORY OR CONIFEROUS TREE REOUIRED PER 50 FEET LOT PERIMETER. (2.945/so = 59 TREES) -ONE ORNAMENTAL TREE REQUIRED PER 100 FEET LOT PERIMETER. \� / SEED ill -- /,I III O I (2,0 30 TREES) A FULL COMPLIMENT OF SHRUBS SHALL BE PROVIDED TO COMPLETE A QUALITY LANDSCAPE TREATMENT OF THE LOT, III s 815 \ FI I f D )Jill I CITY REQUIREMENTS UNDER SECTION 832.1.06 LOT, SETBACK AND BUILDING SIZE REQUIREMENTS: X CITY CODE ALSO REQUIRES THAT IF A SETBACK IS REDUCED FROM 100 DOWN TO 75' /y ADJACENT TO RESIDENTIAL THEN THAT 75' SETBACK AREA SHALL PROVIDE A 75% OPACITY RED iPl \ \\ \ � YEAR ROUND. THE NORTH AND WEST PROPERTY LINES NEED THIS REQUIREMENT MET. III � � � I --....- _ \ \ _ \ SEED Xi - /_... _ _ -. .:_. - -� J _ _ o.. I LANDSCAPING REQUIRED: -- / — — \ - JI I - PLANTINGS OVERSTORY/CONIFEROUS TREES 59 }-scP Y \ _ I - ORNAMENTAL TREES 30 - - - SHRUBS TBD A LANDSCAPING PROVIDED: -Ccs - A - PLANTINGS. -- OVsER ea (,PO IIN S ) STORY 67 (335 (5.800 POINTS) ORNIFEROUS 116 0 POINTS) ORNAMENTAL a80 (1a200 POINT) LG sHRues 27 (z7 POINTS) 2-Auer THE CURRENT PLANS SHOWS A 75% YEAR ROUND SCREENING BETWEEN THE RESIDENTIAL ZONED LOTS AND THE PROPOSED DEVELOPMENT. CY }-ens � / ESTIMATED LINE TO USE CALCULATING 1� our er e,. p.e.s ra•�bavma. mr ux � reyis¢�um-r�vme w�i...aweaw aiem Chtl 6 Pdgum, PI,A 0� 01/29/15 Dm Ne 465M Prepared for. Wealshire, LLC 10601 L"daie Avenue South Bloomington, MN Wealshire of Medina J I -- - - - - - LOT PERIMETER AR TYP.) �'q� I \ � � � _ / � �� —� —----------�� 7 r —7 y all, �.E, � X Medina, ' MN Y/ 1.,andsca �,e Plan 0' 30' 60' S0 Data 01�119�18 NOT FOR CONSTRUCTION S11eet 15 OP 16 0004726PLEm Ew, " " W11twoee PrOTessional serwoes, mc. Call 48 Hours before digging: 811 or cc11811.com C.-H Ground Alllanoe Westwood PR NE OUT MI PREOC o0 VIE E PRUNE OUT MISDIRECTED BRANCHES. PRONDE ONE CENTRAL LEADER. CENTRAL LEADER. UTING AND sTAKINc AS REQUIRED, ,ORONE 5 ANDAR DN A', GOING AND STAKING, AS REQUIRED, DECIDUOUS AND CONIFEROUS TREES: }�, - FOR ONE (D YEAR ON ALL GROUND TORE DUOU CON ROVE GROND DEC(NAX) OREiO FIRST BRANCH. (MA%.)TOP TO FRSTEVE T BRANCH OTToM OF STAKE 3 (MN,I eELpw REEMOVE CQNTANER SET SOL MA SS COMPACTEDSOI-MOUND " BDTT M 11 STAKES IMIN) D2_ COLSOTS be GRourvD. STAKING�osT TO BE STAINED OR .. E sRXL TO BE WOOD OR PAINTED STEEL ATpLOUIS, CT,eIRE y. PAINTED2"x2" `4.J� H.- PACESTEEL RE 1U Ts� L4� ED IDSTA1T AROUNDANDCTED �oS � COMAONTA NSIR, CRT 111L MOUND AS 50 MATUNGLNCING �WITHSFlNSHEDNA L GRADE. ALL PERE EIAL VE PLANING CPO 3E05 SHALL HAL R 2 COMPOST T AID TREE SO WITH"`- NG POLWROP ENE OR EE TO POSTS LATH i6ECLONG POLYPROPYLEN OL THYLENE E40RML 1.5 E � e O GRADE. n PLANTING BEMULCHDS AAID WELL ED E 'B 4LROF sPECFEO 0 EDGEALLPLANCIFIED BNNG BEDS WITH WHERE ADJACENT TO LAWN AREAS. POL MIL.. is MYLENE. 40STRAPER EAWRAP FABRAC¶ - - �T PLACEBRANCHES,AN EDMU.CHP MAZRAL FROM EASRERo TO HasT > ""'� vcc Fifo REAS Nw Ere�sAOJACEN I� n I m- sPENFT SHE AGAI N TRUNK DO O L AGAINST RU RA _ -_ - FORM 3" DEEP WATERING BASIN, _ I p1 FORKHu PU RED. LACE MULCH, DS P1H A SPEC HAD, LL - DOSrvOT PILE olnMeA N 3r ;BUNK. TER O LAWN AREAS - __ -__ -III=III= *�_ - _ SCARIFY sofs AND BorroN OF i CULTIVATE TO mil- L= LY XCARIFT SIDES AND DOTTOM OF 11= II -III- III-11k oLE. -_ _ PLANT PIT MTn L I. ECFED BACttFLL GOL AE sDfs AND sOnaa OF FOR RNG BASH - 'AT T--; TIT.IIL=III- m� E sPEc F ED .III IL - LE -IT D - BEEFTOCAN STANDARD .1I ARF YL SAND BOTTOM OF HOLESPUN^ _y SSaM KF L PLANT Pi WITH SPECIFIED RACKET 5 PART COMPOSTT TI PART/4 STOCK R FLARE TO BEEALL PLANTED OA�TGR NEAR FINISHED GRDUNOUNE SET ROOT BALL ON UNDISTURBED SUBSOIL OR CGNPAGTED SOIL TEE'ATUNAI GROUNDLINE WITH FINISHED SITE l`CI-TILT = _ REFNURSE TO RY STOCK CFN SAR INIMU ROBALR AT SIZEBE PLANILD ON NEAR FINISHEDROOT FLARE D 11111DLINE. SET ROOT BALL ON 11DI1119EC SUBSOIL OR COMPACTED SOIL MOUND HATCHING -ES NATURAL GRO NDUNE WITH FINISHED SITE OTO ExISiING TOPSOIL. WELL MIXEDHN.UN- AGGREGATE sUBBA'E E%IS11NG SOIL PEO. HE ' MORE VERTICADLEON LAWN SIDE VINYL BED EDGING LOWER THANPEOIF MU EDGEIGH FINISH GRADE LAWN GR '3 MULCH AT FOR LAWN SPECIFIED MULCH PANTING BED SOIL MIX TO BE FINISHED GRADE PLANTING AREA EXISTING SOIL CISSIALI EDGE IQ ALOW -NMINIMUM OF 4" BELOW - ADEQUATEE LIP FOR MULCH -MAN 1. s TIVE -III I I � III III I M° MDIS D BE GM B ILDIPC LIP :'°:'.• /\//\\\//\\j/\//�\j\\ WALL BEOLOW AWN creass sa /Ni�%i��%i\ / v v I I_ /v/v PLANTNG'DIL ANCHOR FLANGE � SPEDmm HDRECIL AA/ / PecIOIL Muwn - / mm EDMNG 'TAKE - //v� ' Ij� \ SPECIFIED ToasolL iAKH_ DRIVE STAKE o cH arvcHDR 1I 6 ANGE (MAXIMUM PACING V PS,). SPADED EDGE L I VINYL EDGER °L^ m I SIDEWALK & L I A09 1 1 1 PLANTER EDGE LXISTNG SOIL FINISH GRADE FOR AWN EXISTING GRACE 18' MINIMUM W CUT AREA PNG BED SOIL M X TO BE IIIIITIZI A LOW TO' AB APPLICABLE AS LSHOWN UP ROD - PHI AWAY FROM BUILDING BACKOHL AREA EXIER OR WALL SPECIFIED MULCH n 1//\ SPECIFIED TOPSOIL t ED EA IN C ON AND BAq TH SBO 0 PORT ROLE N11E EOuu j RTMOWER IN NEVAnON TH RETIRE BOTYOOBNaOF THE HOLE DIRECYLY C INSURE AGGRANULAR SOL MUST BE ALLEN ASEOUATELACKFUL IN AREAS OF POOR DRAINAGE. ©1♦ ®'MAINTENANCE STRIP Seed Mix #2 Lerralam Naew 3cMldlk llarrw III roan Ildhal B-I -%a Mk By U aaAal w It EYIeeOrrn Md / N ; 1 `.A I 3A0 5S0 A- dash 9aeluauuxaYA.KINDI 1.EE I'Ai NAM YTEO Mane 8ldnaa eWM 4A8� r'A 3A0% 0Aa +a0 W Ely_ rnlnllaPa 8iM 90" 7. Mum W`4 m lrMw"bs .� i:00' 2 m 2 % 9.10% 5.e2% _10.15. 3.85 :.r+p..= eaeloum a.45, 040 B.vex - 2a� L1eA ALA 1 T9 1 eD 3.eax maa _.. ca oPTI +m N 0.13% lw vi 0.10 meM maLweae a_maeavn AeeNpea_'- tlalm OWe - 0106i_am 0.21% 050 LanaQaleklTeiMl GpeAfC,RKN10aan MPanWi'aaa 01OAP A.10I 00P 021% - 0.14 O20 tllrtlt radn.&W hwE 0.09 Oar 0.12% 240 WN M11vaeIM� WMIM hlahb 0.11 9.10 0.23% 3'N Total fiarba 9.Sa R.50 1.15% 6JE CMtba WMarwMMlaa+naan ae0vwp W flp iM eereWm.ebea dalee;I ]e.a2 2soB seaxx 1T1A TeW Lear 2&03 ]SAD SIA]% 11.TA Taab: N.iR a4.a0I 1,An 'NON Plapusw: 4arrawavAr a,eaae awvraanaprcWeral gnapa PLMMp Arw: TMlprslLlPan ParlaaMa. Prw�PrMertl, rrlC Eaalvrn B--W F~ PreNoa. r T15 b 2f.I M 4, U1 ,0,i6& Seed Mix #1 Lvannen Nama &aNVWR114raa Bab Vodka} R'ab Odw1 %a Mb Ix p1TTA! OaeaaT WN Law MaaeMlraa KIiBlW.y aSla9rna Poe,d`aNn+Ts iawAglnM�rn,-e 40 ]S 3E,D0 1E.3E% 11ig.10 FeaMrt FMarra w4rLna 2E.02 25.00 1f.9T% 3d.22 M M1aNa Felaxa n.Nra i1.23 E1.P0 P%.09x BSr.W C aFalaw Fpryaa aAaaageW Aa 32 HOP 20.^ ii9.W Need lnaw Faabr aaoA W 1] mm 13.Sex 3e110 B-t Le4rxn 21154 2 100 S.6 1d.m rO , 3�6.64 mm mm ]O m PTrrP- -PIaalYlp Ana. Sas.vw2e eM drop. ei _",`R'sa Rwelms W_lregiwM enaap - k. r.lilr0am man mna.gncl Iu1P4e1. SWawAa Planting Notes 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALLBILCOM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS- THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE. MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES, ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER HULA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BE MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12, PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST, 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH. SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4' DEPTH OF SHREDDED HARDWOOD MULCH, SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18, EDGING TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (Oft EQUAL) POLY EDGING OR SPADED EDGE. AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATOR BETWEEN MULCH AND GRASS. INDIVIDUAL TREE OR SHRUB BEDS TO BE SPADED EDGE. UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS- SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. MN/DOT SEED MIX 25-131 LOW MAINTENANCE TURF SHALL BE USED FOR ALL UPLAND SEEDING AREAS. MN/DOT SEED MIX 33-262 DRY ON LE -POND SHALL BE USED FOR ALL PODDING AREAS, SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20, PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR_ LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR, 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. Wemvood Profeslanal Service, Inc. 3101121h Street North, Suite COD St. GRUA, MN 58303 Phone 320-253-9"' Fax 320-253-8]3] TMI Free 1-800-2]0-9495 wen-cips.cam INI EINIw. a b1/`IIBK mb�:�ue.�u 1.�•awr�u�a�noarea mrw� Cheri S. Fdg- PW ome 01/29/15 u� Tae 465M Prepared for. Wealshire, LLC 10601 L"dale Avenue South Bloomington, MN Wealshire of Medina Medina, MN Landscape Details wK 01/09/15 NOT FOR CONSTRUCTION 16 of 16 z O U ry U) z O U ry O H O z z O U ry z O U O H F- O z rIV cc I m N PHASE I I m r 0 N n NORTH ELEVATION SCALE " = 20' - 0" EAST ELEVATION SCALE I" = 20' - 0" PHASE I �, PHASE II ASPHALT SHINGLES I �I� � I STONE STONE —~ STUCCO n SOUTH ELEVATION J SCALE 1 " = 20' - 0" ASPHALT SHINGLES r� CID �I C7 W Y N STUCCO STUCCO n WE5T ELEVATION `t SCALE I " = 20' - O" PHASE I ASPHALT SHINGLES STUCCO —1 PHASE II STON s� 1E^" i 1ps es' GO 6Eeo 5 S_� €ems 1� z _ 3 F FW- 2 U a i ER r y a Z O Q z U o H O Z W Q VJ LL -i 1,O LLI LL O z 3 0 A5.0 Agenda Item # 7C MEMORANDUM TO: Mayor Mitchell and Members of the City Council FROM: Dusty Finke, City Planner; through City Administrator Scott Johnson DATE: September 10, 2015 MEETING: September 15, 2015 City Council SUBJ: Sewer and Water Connection Fee Policy — Fee Schedule Amendment Background At the August 18, 2015 work session, the City Council discussed the City's sewer and water connection fees. The City's fees are higher than most neighboring communities because projected costs per unit for water production are significantly higher. The primary reasons for these higher costs are poor water supply availability in Medina as well as a smaller base over which to divide costs. The City has received a lot of feedback related to how the comparatively high fees put the City at a competitive disadvantage for commercial development and small business environment. At the work session, the Council discussed adjusting the way in which the fees are charged in order to provide credits for small businesses moving into existing buildings in the City. In order to effectuate this practice, staff drafted the attached amendment to the fee schedule and policy document. The Council discussed at the September 1, 2015 meeting and Council members suggested a couple of changes which have been incorporated into the policy. Staff red -lined the changes to the policy from the version reviewed by the Council on September 1. They are not intended to show a proposed amendment from existing policy, as this would be a new policy if enacted. Staff changed the calculation for restaurants to 23 seats=l unit, to keep more in line with a higher unit account for uses which would be projected to use more water (in comparison to coffee shops and bars). Staff also changed the credit for new uses in existing buildings, limiting the credit to 100% above the number of units already paid (capped at 2 units). Potential Council Action If the City Council agrees with the proposed policy for the calculation of connection fees, the following motions would be in order: Motion to adopt the ordinance amending the City of Medina fee schedule. Motion to adopt the resolution authorizing publication of the ordinance by title and summary. Motion to approve Policy 21.10 related to Sewer and Water Connection Fees. Sewer and Water Connection Fees Page 1 of 2 September 15, 2015 Policy and Fee Schedule City Council Meeting Attachments 1. DRAFT ordinance amending fee schedule 2. Resolution authorizing publication by title and summary 3. DRAFT Policy 21.10 —Sewer and Water Connection Fees Sewer and Water Connection Fees Page 2 of 2 September 15, 2015 Policy and Fee Schedule City Council Meeting CITY OF MEDINA ORDINANCE NO. ### AN ORDINANCE AMENDING THE CITY OF MEDINA FEE SCHEDULE The city council of the city of Medina ordains as follows: Section 1. The City of Medina schedule of fees and rates is hereby amended as depicted in Exhibit A, attached hereto. Section 2. This ordinance shall become effective upon its adoption and publication. Adopted by the City Council of the City of Medina this 15t' day of September, 2015. Bob Mitchell, Mayor ATTEST: Scott T. Johnson, City Administrator- Clerk Published in the South Crow River News this day of 2015. Ordinance No. ### September 15, 2015 Exhibit A City of Medina Fee Schedule Effective January 1, 2015 (Amended 911512015) Police Service Charge Accident/Police Report $.25/page ($5.00 minimum) Burning Permit (non-resident) $15.00 Burning Permit (resident) No Charge Dog Impounds $25.00 at Police office $50.00 at Strehler Farm plus $10.00 each additional calendar day Reserve Officer at event/per hour $25.00 Event Security (per officer/per hour) $70.00 and $85.00 on Holidays (3 hour minimum) Fingerprinting Resident & Employees $15.00 up to 3 cards, $5.00 each additional card. Non- residents $25.00 up to 3 cards, $5.00 each additional card. Fireworks Permit $50.00 Gambling Investigation Fee (annual) $50.00 Gambling Application for Exempt Permit $10.00 Gun Club license (annual) $50.00 Hunting Permit (non-resident) $25.00 Hunting Permit (resident) $15.00 Kennel License (City Council Review) $300 (deposit) + c.a.c. Kennel License (Administrative Review) $100.00 Kennel License (Waiver) $300 (deposit) + c.a.c. Letter of Conduct $15.00 Police False Alarm (first) No Charge Number of alarms within one calendar year Police False Alarm (second) $25.00 Police False Alarm (third) $50.00 Police False Alarm (fourth) $75.00 Police False Alarm (fifth and thereafter) $150.00 Vehicle Impound/Storage $10.00/day + towing fees Fire Service Charge Fire False Alarm (first) $100.00 Number of alarms within one calendar year Fire False Alarm (second) $150.00 Fire False Alarm (third) $200.00 Fire False Alarm (fourth and thereafter) $250.00 Post Fire Inspection $40.00 + c.a.c. Ordinance No. ### September 15, 2015 Public Works Service Charge Curb stop repair $250.00 (deposit) + c.a.c. Driveway Curb Cut Review $100.00 Driveway Waiver $500.00 Frozen/damaged meter repair $100.00 ROW Permit $100.00 Water disconnect/reconnect trip fee $65.00 Radio Transmitter $125.00 Water meter iPearl (1") + radio transmitter & meter horn $535.00 Water meter iPearl (3/4") + radio transmitter & meter horn $420.00 Water meter SRII (1") + radio transmitter & meter horn $556.00 All other meters (at cost) Trunk Connection Rates per living unit for residential; and, equivalent for commercial as determined by the Metropolitan Council SAC, except as may be amended by itv nolicv. City may adjust number of units determined by Metropolitan Council if it deems it appropriate based on information provided. Service Charge Hamel Urban Service Area- $1,075.00 Sewer Hamel Urban Service Area- $7,575.00 Water Independence Beach Area- $4,410.00 Sewer Independence Beach Area- $4,410.00 Water Medina Morningside Area- $4,410.00 Sewer Medina Morningside Area- $4,410.00 Water Sewer Availability Charge As set by Metropolitan (SAC) Fee Council Maple Plain Service Area- Per Maple Plain Fee Water Schedule Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. 2015-## 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 amending the City of Medina fee schedule; and WHEREAS, Minnesota Statutes § 412.191, subdivision 4 allows publication by title and summary in the case of lengthy ordinances or those containing charts or maps; and WHEREAS, the ordinance is two pages in length and contains a table; 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 administrator -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 amending the City of Medina fee schedule. The ordinance amends the fee schedule related to how municipal sewer and water connection fees are determined. The fee schedule sets municipal connection fees based upon Metropolitan Council SAC determination, and the amendment allows deviations to the SAC determination as established by City policy. The full text of Ordinance No. ### is available from the city administrator -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 administrator -clerk keep a copy of the ordinance in his office at city hall for public inspection and that he post a full copy of the ordinance in a public place within the city. Resolution No. 2015-## September 15, 2015 Dated: September 15, 2015. Bob Mitchell, Mayor ATTEST: Scott T. Johnson, City Administrator -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. 2015-## September 15, 2015 City of Medina Policy, Procedure and Program Manual 21.10 Sewer and Water Connection Fee Policy Purpose: To describe how City sewer and water connection fees are established for different uses in the City and to distribute uniformly the costs of public utility infrastructure improvements. Policy Statement: 1. The City of Medina will generally charge municipal sewer and water connection fees per unit based upon Metropolitan Council Sewer Availability Charge (SAC) determinations, except as described below. 2. The City may deviate from the SAC determination and charge a different number of sewer and water units in the following circumstances: a. Fees for the following uses shall be charged based upon the parameter described: i. Restaurant — 3-0--23 seats=l unit ii. Bar — 30 seats=l unit iii. Coffee shop — 30 seats=l unit iv. Daycare facility (all meals catered) — 2500 sq. ft.=1 unit v. Indoor auto sales showroom — 7000 sq. ft.=1 unit b. The City will grant credit for a new use in an existing building for which fees have previously been paid. With regards to City sewer and water connection fees in to any er-edi-t- provided onthe SAC etefatie*,--the City will grant an additional credit of 100% of the credit provided on the SAC determination, up to a maximum of 2 units. This additional credit shall be above and beyond the credit determined on the SAC determination, but only if it can be established that City sewer and water connection fees have previously been paid. This additional credit shall not result in a determination less than zero, nor shall this additional credit be applied to the property in the future. This additional credit shall be qpplied prior to the rounding conducted on the SAC determination, after which the number of units shall be rounded to the nearest whole number for the purpose of applying City sewer and water connection fees. c. In addition to those described in clause a. above, the number of units may be adjusted if evidence of actual sewer and water usage is submitted and the City determines that it is likely more accurate than the SAC determination. If the City reduces the sewer and water connection fees as a result of this evidence, the City may require an agreement with the applicant and/or property owner such that the full fee may be charged if actual sewer and water usage is greater than projected. Policy Approval: City Council approved on ##### Note: Changes noted with red -lines were from 91112015 draft. 21.10 Sewer and Water Connection Fee Policy September 15, 2015 MEMORANDUM TO: Mayor Mitchell and Members of the City Council FROM: Dusty Finke, City Planner; through City Administrator Scott Johnson DATE: September 10, 2015 SUBJ: Planning Department Updates September 15, 2015 City Council Meeting Land Use Application Review A) Stonegate Conservation Design Subdivision — west of Deerhill, East of Homestead. The applicant has requested PUD General Plan and Preliminary Plat approval for a conservation design subdivision of 42 lots on 170 gross acres. The Planning Commission held a public hearing on the matter at the July 14 meeting and found that the proposed conservation design subdivision does not fully meet the objectives of the CD -district. As a result, the Commission recommended denial. The Park Commission reviewed on July 15. The City Council reviewed on August 5 and asked for a number of changes and reviewed an updated site plan on August 18. Following review, the Council directed staff to prepare documents of approval, providing the applicant updates the plat and plans as directed by September 1. The applicant submitted updated plans, which will be presented to the Council along with a resolution at the September 15 meeting. B) Buehler Plat — Robert Buehler has requested approval of a plat to separate 2782 Willow Drive from an adjacent property. The parcels were a single lot and a previous owner sold portions of the lot to two separate buyers. The applicant seeks to subdivide the property to create a buildable lot, and the other portion of the property would be platted as an outlot. Planning Commission held a hearing at the August 11 meeting and split 3-3 on the recommendation. The City Council reviewed at the September 1 meeting and directed staff to prepare a resolution of approval, which will be presented at the September 15 meeting. C) Etzel Setback Variance — 2942 Lakeshore Ave. — Brian Etzel has requested a variance to reduce the setback from Balsam Street from 30 feet to 12 feet for expansion of an existing deck. The proposed expansion is proposed to be setback the same distance as the existing deck, continuing the same building line. The Planning Commission reviewed at the August 11 meeting and recommended approval. The City Council reviewed at the September 1 meeting and directed staff to prepare a resolution of approval, which will be presented at the September 15 meeting. D) 3 Rivers Church CUP — 3 Rivers Church has requested a conditional use permit to operate within the existing office building at 52 Hamel Road. A public hearing has held at the September 8 Planning Commission meeting. The Planning Commission unanimously recommended approval of the CUP. Staff intends to present it for Council review at the October 6 meeting. E) Wealshire LLC Comp Plan Amendment, Rezoning, Site Plan Review — Wealshire, LLC has requested a site plan review for construction of a 173,000 sf memory care facility. The request also includes a rezoning from RR-UR to Business Park and an Interim Use Permit to permit continued agricultural use of the portion of the property not proposed to be developed. The Met Council has also approved of the previous Comp Plan amendment. The Planning Commission meeting reviewed the rezoning, site plan review and interim use permit at the February 10 meeting and unanimously recommended approval. The City Council reviewed at the May 19 meeting and directed staff to prepare approval documents. The applicant has subsequently changed their proposed site plan. Staff presented the updated plan to the Planning Commission at the September 8 meeting and intends to present to the City Council at the September 15 meeting. F) St. Peter and Paul Cemetery and Hamel Place —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. Planning Department Update Page 1 of 2 September 15, 2015 City Council Meeting G) Woods of Medina, Capital Knoll— these preliminary plats have been approved and staff is awaiting a final plat application H) Hamel Haven subdivision — This subdivision has received final approval. Staff is working with the applicants on the conditions of approval before construction begins. I) Goddard School Site Plan Review — PJ Norman LLC has requested Site Plan Review approval to construct a new building to house a Goddard School at 345 Clydesdale Trail (next to Caribou Coffee). The City Council approved the project on July 21 and staff is working with the applicant on the conditions of approval before construction. J) Wright -Hennepin Solar Panels — WH has requested a conditional use permit for the installation of a solar garden approximately an acre in area at their substation on Willow Drive, south of Highway 55. The Council adopted a resolution of approval at the June 16 meeting. Staff will work with the applicant to meet the conditions of approval before construction. Other Projects A) Commercial connection fees — Planning staff provided information to Finance related to historical commercial connection fees and projections in the future. The Council discussed at the August 18 worksession and directed staff to prepare an amendment for review which would provide some credit for small businesses moving into existing buildings. The City Council discussed at the September 1 meeting and Council members suggested some adjustments, which will be presented to the Council at September 15. B) Watershed Dues Analysis — Planning staff prepared figures for the City Council's review at the August 18 special session related to establishing different stormwater utility fees for each watershed district so that residents of Elm Creek and Pioneer -Sarah Creek can pay the cost. The City Council requested additional information, which staff intends to prepare for the September 15 work session. C) Comprehensive Plan Timeline/Process — staff is preparing information for the "kick-off' at Medina Celebration Day and awaiting the release of the system statements from the Metropolitan Council. Planning Department Update Page 2 of 2 September 15, 2015 City Council Meeting MEDINA POLICE DEPARTMENT 600 Clydesdale Trail • Medina, MN 55340.9790 ` T V O A p:763-473-9209 �: 4kF f: 763.473-9858 MEDINA mm-emergency: 763-525-6210 MEMORANDUM Emergency 9.1-1 TO: City Administrator Scott Johnson and City Council FROM: Director Edgar J. Belland DATE: September 11, 2015 RE: Department Updates Hiring Process We continue to move the hiring process forward. We had our written test and introduction interviews on September 91h and we will continue to narrow down the field with two more interviews in the next week. We have a good pool of applicants. Active Shooter Training We are in the process of putting all of our officers through the active shooter training in Plymouth for their coordinated response plan. I attended the training on September 3rd; it was excellent. This tactic continues to change over time as new events occur across the country. These skills need to be practiced to be prepared for this type of incident. Anne Klaers Accepts Full-time Position Transcriptionist Anne Klaers has accepted a position that combines her current responsibilities with an accounting assistant position. Anne will be starting her full-time position on September 14th. Congratulation Anne! Patrol by Sergeant Jason Nelson Training On September 1, 2015, Officer Hall attended Standardized Field Sobriety Training in Osseo. On September 3, 2015, Chief Belland and Officers Hall and Domino attended active shooter training in Plymouth. Patrol Activities For the dates of August 25 to September 9, 2015, our officers issued 47 citations and 59 warnings for various traffic infractions. There were a total of six driving while impaired arrest, five traffic accidents, 12 medicals and 12 alarms. On the evening of August 30, 2015, Officer Jessen arrested and removed three impaired drivers from the roadway during one shift. Officer Boecker was also working a DWI detail and arrested one impaired driver and assisted in the processing of the other three. This was a very busy night and I am proud to say the officers did a great job. On August 30, 2015, Officer Gregory responded to a call of a possible heroin overdose where the young female was unconscious and having trouble breathing. The female was rushed to North Memorial where she is still currently in the hospital. There was another male present who called 911 after they both admitted to using narcotics. On August 31, 2015, Officer Converse took a report of stolen copper from the Dominium project. Suspects broke into the new construction and cut copper from several areas. Case was forwarded to Investigations. On September 2, 2015, Officer Jessen responded to a suspected intoxicated driver at the Holiday Gas Station located off Highway 12 and Baker Park Road. Upon arrival, it was discovered that the driver was under the influence of some type of narcotic and had been in an accident prior to stopping at the Holiday. The driver was subsequently arrested. On September 3, 2015, Officer Gregory took a report of damage to autos at Ditter Heating and Air Conditioning. It was discovered that someone had entered their lot and cut the catalytic converters off of five of their work vans. Case was forwarded to Investigations. On September 3, 2015, Officer Gregory was called to Office Max after they reported an unknown male had been in the store trying to buy gift cards with a female's credit card. When questioned, the male left the store without the credit card. Case was forwarded tc Investigations. Criminal Investigations by Investigator Charmane Domino Received a report of a possible theft by swindle at a local business. Investigation to continue. Someone removed the copper wiring and plumbing from a residential construction site. Possible suspect is being investigated. Attended active shooter training in Plymouth with several other Hennepin County agencies and fire personnel. Flags that were reported missing in a previous report were located and returned. Open cases currently under investigation: 15 MEMORANDUM TO: City Council, through City Administrator Scott Johnson FROM: Steve Scherer, Public Works Director DATE: September 9, 2015 MEETING: September 15, 2015 SUBJECT: Public Works Update STREETS • The Tower Drive project has made some progress this week. The utilities are complete and work continues on the street section; however, rain is slowing the process. Curb is scheduled for the end of next week the 171h or 18th. This project would likely be substantially complete if the weather would cooperate. • The Independence Beach project is on hold for the time being. We are waiting for contractors to complete curb and paving. I am very anxious to get these projects complete, as we have a lot of utility maintenance work to do before winter sets in. • Public Works will be doing a final round of pot hole patching in the next few weeks along with patching around manholes and street valves to prevent snowplow damage. WATER/SEWER/STORMWATER • Well # 8 drilling is complete and the drilling samples have been sent to Johnson Screen Co. for evaluation. Once they have finished their evaluation, I will meet with engineering and the well driller to determine the screen placement and how to best develop the well itself. • Public Works will begin servicing hydrants and all our facilities for winter in the coming month. This is a long process and takes a lot of man hours. PARKS/TRAILS • The pavilion at Holy Name Park is complete. The scout did a great job. This has not been my experience with past few Eagle Scout projects, so it was a welcome change. • Fields of Medina Park is looking great and the new seeding is doing well. The crew put down some starter fertilizer to get the grass more winter hardy. Staff is also working on the punch list with the contractor to complete the project. MISCELLANEOUS • Picked up the new plow truck and ordered my new pickup for delivery next year. • Joe Ende will be taking a paternity leave as his family is expecting a new child. This will leave us a little shorthanded for our fall work. • Linda gave Public Works a little break this year by hiring Hwy. 55 Rental to do the installation of the tents for Medina Celebration Day. We will still be helping mark out the Business Expo spaces and will help Linda set up all the tables and chairs. ORDER CHECKS September 2, 2015 - September 15, 2015 43311 CAUGHEY, SANDRA.................................................................$150.00 43312 COMMERCIAL ASPHALT CO ..................................................... $588.82 43313 KRISTENSEN, HILDANIA.......................................................... $250.00 43314 DOMAAS, MONA..................................................................... $150.00 43315 MATTAMY MPLS PRTNSHP.................................................. $30,000.00 43316 NIEMAN, KATHY..................................................................... $150.00 43317 ROLF ERICKSON ENTERPRISES INC...................................... $7,222.54 43318 MERRIMAN, STEPHEN............................................................. $500.00 43319 ASPEN MILLS INC................................................................... $888.00 43320 ASPHALT SURFACE TECH CORP.........................................$437,948.76 43321 AUTOMATIC SYSTEMS CO ....................................................... $542.35 43322 BERGANKDV, LTD................................................................ $1,400.00 43323 BLUE CROSS BLUE SHIELD OF MN ...................................... $27,592.28 43324 BOYER FORD TRUCKS INC........................................................ $39.88 43325 BROCK WHITE........................................................................ $781.80 43326 BRYAN ROCK PRODUCTS........................................................ $623.62 43327 BUDGET PRINTING................................................................... $20.72 43328 CENTURYLINK........................................................................ $251.48 43329 CRETEX ONCRETE PRODUCTS MIDWES ................................... $239.40 43330 DESIGNING NATURE, INC.................................................... $6,442.79 43331 DPC INDUSTRIES INC............................................................. $129.99 43332 ECM PUBLISHERS INC...............................................................$55.41 43333 ESS BROS. & SONS, INC....................................................... $1,624.00 43334 EULL'S MANUFACTURING CO ................................................... $336.80 43335 FASTENAL COMPANY.............................................................. $163.89 43336 FLAGSHIP RECREATION LLC................................................. $3,150.00 43337 GOPHER STATE ONE CALL ...................................................... $451.25 43338 GOPHER STATE SEALCOAT INC.......................................... $10,437.60 43339 GRAFIX SHOPPE..................................................................... $885.00 43340 GRAINGER.............................................................................. $145.04 43341 HAKANSON ANDERSON ASSOCIATES I ..................................... $500.00 43342 HAMEL LUMBER INC............................................................... $252.62 43343 HAMEL VOLUNTEER FIRE DEPT.......................................... $63,778.75 43344 HD SUPPLY WATERWORKS LTD ............................................ $1,674.57 43345 HENN COUNTY SHERIFF.......................................................... $176.80 43346 HENN COUNTY TAXPAYER SVCS DEPT.......................................$52.70 43347 HENN CTY RESIDENT/REAL ESTATE .......................................... $95.00 43348 HENRYS WATERWORKS INC...................................................... $73.39 43349 IYENGAR, DEEPIKA.................................................................$250.00 43350 KELLY'S WRECKER SERVICE INC.............................................. $150.00 43351 KENNEDY & GRAVEN CHARTERED ...................................... $18,456.25 43352 LEAGUE OF MINNESOTA CITIES ........................................... $5,898.00 43353 LEAGUE OF MN CITIES INS.TRUST.......................................... $250.00 43354 CITY OF MAPLE PLAIN......................................................... $1,383.41 43355 MARK J TRAUT WELLS, INC................................................ $56,593.87 43356 MATHESON TRI-GAS INC.......................................................... $75.83 43357 MN DEPT OF LABOR/INDUSTRY.................................................$45.00 43358 MORRIS ELECTRONICS INC..................................................... $332.50 43359 NAPA OF CORCORAN INC.......................................................... $19.39 43360 NORTHWEST ASSOC CONSULTANTS ..................................... $1,263.40 43361 OFFICE DEPOT....................................................................... $109.97 43362 CITY OF ORONO.................................................................. $2,843.48 43363 PLAISTED COMPANIES INC.................................................. $2,913.18 43364 ROYAL CONCRETE PIPE INC................................................. $2,583.00 43365 STREICHER'S.......................................................................... $400.00 43366 SUBURBAN TIRE WHOLESALE INC........................................... $251.82 43367 TALLEN & BAERTSCHI.......................................................... $3,039.71 43368 TIMESAVER OFFSITE.............................................................. $261.00 43369 TOWMASTER....................................................................$114,399.00 43370 TWIN CITY SEED CO............................................................... $992.40 43371 VIKING INDUSTRIAL CENTER....................................................$43.37 43372 MN DVS....................................................................................$11.00 43373 WESTSIDE WHOLESALE TIRE .................................................. $200.00 43374 WSB & ASSOCIATES.......................................................... $81,144.71 43375 ALL OVER MEDIA.................................................................... $500.00 43376 NELSON AUTO CENTER ...................................................... $27,035.95 43377 WELDON, ROSEMARIE............................................................ $500.00 Total Checks $921,711.49 Electronic Payments September 1. 2015 — September 15, 2015 003308E CULLIGAN-METRO....................................................................$31.80 003309E DELTA DENTAL.................................................................... $2,348.34 003310E CITY OF PLYMOUTH................................................................ $805.93 003311E PREMIUM WATERS INC............................................................. $85.25 003312E PAYMENT SERVICE NETWORK INC.......................................... $301.65 003313E FRONTIER................................................................................$55.44 003314E MEDIACOM OF MN LLC........................................................... $193.98 003315E PIVOTAL PAYMENTS INC......................................................... $277.66 003316E PITNEY BOWES................................................................... $1,000.00 003317E VERIZON WIRELESS............................................................. $1,234.67 003318E CIPHER LABORATORIES INC................................................ $4,753.00 003319E PR PERA............................................................................ $12,935.62 003320E PR FED/FICA...................................................................... $14,313.06 003321E PR MN Deferred Comp.......................................................... $1,930.00 003322E PR STATE OF MINNESOTA.................................................... $2,916.62 003323E SELECT ACCOUNT................................................................... $702.00 003324E CITY OF MEDINA......................................................................$18.00 003325E FARMERS STATE BANK OF HAMEL............................................. $20.00 Total Electronic Checks $43,923.02 PAYROLL DIRECT DEPOSIT September 10, 2015 506639 ALTENDORF, JENNIFER L..................................................... $1,269.15 506640 ANDERSON, JOHN G............................................................... $230.87 506641 BARNHART, ERIN A.............................................................. $1,865.68 506642 BELLAND, EDGARJ.............................................................. $2,484.21 506643 BOECKER, KEVIN D.............................................................. $2,325.73 506644 CONVERSE, KEITH A ............................................................ $1,929.53 506645 COUSINEAU, LORIE K............................................................. $230.87 506646 DINGMANN, IVAN W............................................................ $1,644.32 506647 DOMINO, CHARMANE........................................................... $1,730.48 506648 ENDE,JOSEPH..................................................................... $1,356.10 506649 FINKE, DUSTIN D................................................................. $2,116.35 506650 GALLUP, JODI M.................................................................. $1,590.31 506651 GLEASON, JOHN M............................................................... $1,940.16 506652 GREGORY, THOMAS............................................................. $1,777.54 506653 HALL, DAVID M.................................................................... $1,974.08 506654 JESSEN, JEREMIAH S........................................................... $2,147.60 506655 JOHNSON, SCOTT T............................................................. $2,162.88 506656 KLAERS, ANNE M.................................................................... $855.30 506657 LANE, LINDA....................................................................... $1,465.17 506658 LEUER, GREGORY J.............................................................. $2,174.66 506659 MARTIN, KATHLEEN M............................................................ $230.87 506660 MCGILL, CHRISTOPHER R.................................................... $1,365.40 506661 MITCHELL, ROBERT G............................................................. $327.07 506662 NELSON,JASON................................................................... $2,176.71 506663 PEDERSON, JEFF.................................................................... $221.92 506664 PETERSON, DEBRA A ........................................................... $1,545.17 506665 REINKING, DEREK M............................................................ $1,518.18 506666 SCHERER, STEVEN T............................................................ $2,225.70 506667 VIEAU, CECILIA M................................................................ $1,165.44 506668 WENANDE, BRANDON S.......................................................... $488.99 Total Payroll Direct Deposit $44,536.44