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08-27-2018 Council Packet
Agenda for Council Meeting Set for Monday, August 27, 2018, 7:00 P.M. Orono Council Chambers, 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 / www.ci.orono.mn.us The public is invited to address the council regarding any item on the regular agenda. If your topic is not on the agenda, you may speak during the Public Comments section. Roll Call Pledge of Allegiance Approval of Agenda Consent Agenda 1. Council Meeting Minutes of August 13, 2018 2. Claims/Bills 3. Annual Park Gun Club Permit 4. Approval of Rental License 5. Approval to Accept Donation 6. Approval to Hire 2018 Seasonal Employee 7. Photo Copier Lease 8. LAI 8-000034 — Apex Holdings LLC (Sanjeev Managalick), 2635 Kelley Parkway, Final Plat; Final Master Development Plan; and Rezoning — Resolution 9. LAI 8-000066 — Franzel Addition Final Plat — Resolution Public Comments — (Limit 5 Minutes per Person) This is an opportunity for the public to address matters not on the agenda. The council will not engage in discussion or take action on items presented at this time. However, the council may refer issues to staff for follow up or consideration at a future meeting. Speakers should state their name and home address at the podium before speaking. Fire Department Report 10. Approval to Purchase Replacement Hose Due to Hose Failures 11.2019 Long Lake Fire Department Operating Budget 12. 2019 Long Lake Fire Department Capital Improvement Plan Planning Department Report 13. Consider Narrows Dumpster Enclosure Mayor/Council Report City Administrator Report City Attorney Report Adjournment Sign up for email notifications at www.ci.orono.mn.us — follow links for Stay Connected & Email Notification Agenda for Council Meeting Set for Monday, August 27, 2018, 7:00 P.M. Orono Council Chambers, 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 / www.ci.orono.mn.us Upcoming Events 2018 09-03-18 Official Holiday, City Offices Closed 09-04-18 Park Commission Meeting, Tuesday, 6:30 p.m. 09-10-18 City Council Meeting. Monday, 7:00 p.m. 09-17-18 Planning Commission Meeting, 6:30 p.m. (Wendy Dankey) 09-24-18 City Council Work Session, Monday, 5:00 p.m. 09-24-18 City Council Meeting, Monday, 7:00 p.m. 10-08-18 City Council Meeting, Monday, 7:00 p.m. 10-15-18 Planning Commission Meeting, Monday, 6:30 p.m. (Dennis Walsh) 10-22-18 City Council Work Session, Monday, 5:00 p.m. 10-22-18 City Council Meeting, Monday, 7:00 p.m. Sign up for email notifications at www.ci.orono.mn.us — follow links for Stay Connected & Email Notification MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. ROLL CALL The Orono City Council met on the above-mentioned date with the following members present: Mayor Dennis Walsh, City Council Members Richard Crosby, III, Wendy Dankey, Aaron Printup, and Victoria Seals. Representing Staff were City Administrator Dustin Rief, Finance Director Ron Olson, Community Development Director Jeremy Barnhart, City Planner Melanie Curtis, City Planner Laura Oakden, Public Works Director/City Engineer Adam Edwards, City Attorney Soren Mattick, and Recorder Jackie Young. Mayor Walsh called the meeting to order at 7:00 p.m., followed by the Pledge of Allegiance. APPROVAL OF AGENDA CONSENT AGENDA 1. CITY COUNCIL MEETING MINUTES OF JULY 23, 2018 2. CITY COUNCIL WORK SESSION MINUTES OF JULY 23, 2018 3. CLAIMS/BILLS 4. APPROVAL OF RENTAL LICENSES 5. APPROVAL TO ACCEPT DONATIONS 6. ADOPT THE 2018 HENNEPIN COUNTY HAZARD MITIGATION PLAN RESOLUTION NO. 6888 .9 .13 7 019 wTN Old I Biel I 8. LA18-000054 — GEORGE STICKNEY ON BEHALF OF JUDSON DAYTON, 825 OLD CRYSTAL BAY ROAD SOUTH, FINAL PLAT — RESOLUTION NO. 6889 9. LA18-000060 - JAY MITTLESTAEDT, INC., ON BEHALF OF GREGORY GRUMAN, 1980 HERITAGE DRIVE, VARIANCE — RESOLUTION NO. 6890 10. LA18-000061— JIM CLEARY EVERLAST ENTERPRISES, INC., 275 CRESTVIEW AVENUE, VARIANCES — RESOLUTION NO. 6892 11. LA18-000063 — MATT JOHNSON, 1432 SHORELINE DRIVE, VARIANCE - RESOLUTION NO. 6891 This item was removed from the Consent Agenda. 12. LA18-000064 — CITY OF ORONO, ORDINANCE AMENDMENT RELATING TO SEPTIC RULES ORDINANCE 212, THIRD SERIES & SUMMARY ORDINANCE 213, THIRD SERIES Page 1 of 14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. CONSENT AGENDA — Continued 16. LA18-000062 — SVEN GUSTAFSON, 385 AND 38 ORONO ORCHARD ROAD SOUTH, PRELIMINARY PLAT — RESOLUTION NO. 6893 Crosby moved, Printup seconded, to approve the Consent Agenda as amended, with the addition of Item No. 16 and the deletion of Item No. 11 from the Consent Agenda. VOTE: Ayes 5, Nays 0. PUBLIC COMMENTS None PRESENTATION 13. COMPENSATION STUDY — AEM Leah Davis, AEM Workforce Solutions, stated based on the direction of the City Council and with the assistance of the City Administrator, they looked at eight different positions for possible reclassification, conducted a full market wage analysis for all City positions, and created a draft of a more formal and structured reclassification review program and process. Davis noted this is not a final report but their initial findings. Davis noted the City's last formal compensation study done was in July of 2015. Since that time there have been some changes to positions, new positions added, ongoing union negotiations and cost of living adjustments. Following discussions with the City Administrator, it was determined that a full-blown compensation study was not required. In addition, all of the position classifications, which is the point assignment section of the study, were based on current job descriptions. The point analysis was performed using the Hay methodology that was established by the State of Minnesota and also used in the 2015 study. In doing the analysis organizational structure was also taken into account. Davis noted they did not do any pay equity analysis as part of this study, which will be done later this summer. Davis explained the Hay methodology, which is based on four key criteria. The first criteria is know- how, which is the most heavily weighed criteria. Job know-how is broadly defined as how easily learned the position is. The second criteria comprises problem solving to reach a solution; the third criteria relates to accountability, which relates to the employee's actions and the consequences of those actions; and the fourth criteria is comprised of special conditions, which factors in environmental or physical hazards the position may have. The table included in the preliminary report reflects the total scores for each position, with the eight positions the study specifically looked at being highlighted in the table. Davis stated as part of the study, they looked at whether the point value should be changed, which would then subsequently impact compensation. Overall there were some minor point changes, with only two positions resulting in a grade level change. Those positions were municipal services support representative, which is a relatively new position, and the deputy chief position. The police chief position resulted in a relatively large point increase but that did not result in a pay grade change. Rief asked if the table includes the current points. Page 2 of 14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. PRESENTATION — Continued Davis indicated those are the proposed points. Crosby asked what the change to the deputy chief. Davis stated they are recommending a point change of 42, which is reflected in the table. Rief noted the City already corrected that. Davis stated the second part of their engagement was to conduct a full market wage analysis. Based on information provided by City Staff, the average wage information was provided as well as job descriptions. Two different samples were used to gather that information, with the first one being a manual survey that was sent to 10 or 11 comparable cities. Davis noted Table 2 is not necessarily an apples -to -apples comparison based on position since not every city surveyed had the same positions. In addition, some difficulties were encountered comparing the deputy chief position since a number of the cities did not have that position, and as a result, the study looked at some county positions. Based on the information provided, the study formally reclassifies the deputy chief position. Table 3 depicts the total market survey results for every position in the City. As part of the study, it was assumed that most cities utilize the point system. Davis stated the table basically focuses on the minimum and maximum wages. As an example, per the market, the average minimum pay for the accountant position is $25.52 per hour. In the over/under current minimum column, if the number is negative, that means the current market minimum is above the Orono minimum, and if the number is positive, that means the market minimum is below market per the data that was collected. Davis stated overall on average the City comes in at about 55 cents per hour above the average market minimum and about even on the market maximum. That number takes the whole city as a whole and that there are employees that are either over or under that maximum. Davis stated on average the cost of living adjustments and contract negotiations have kept the City in line with other same or similar positions. The positions where most of the market minimums were below the market tended to be in the nonunion group. As a result, that group was isolated to see exactly where that group is at. Aside from two positions, both related to the police department, the City does come in below market on average for those two positions. Based on that information, Davis suggested some discussion be had by the City about the deputy chief position and the office manager position, which was coming in well above the market. The last part of AEM's engagement was to compile and develop a formal position review and reclassification process to use going forward. The City had indicated this was needed to ensure both consistent and fair application and provide guidance to City leadership on how to address specific requests as they come up. Some of the key outcomes and requirements were to establish clear review request eligibility guidelines, to provide some classification methodology information to Staff, to clearly communicate and direct formal position classification review requests and processes as well as provide information related to the right to appeal. Davis stated on average the City seems to be very much in line with the market maximums and minimums. AEM's recommendations are as follows: Page 3 of 14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. PRESENTATION — Continued - Review and approve the independent position classification review adjustment. - Consider adopting a slightly above cost of living adjustment for the nonunion employees. The current averages are between two and three percent. - Review, finalize and adopt the proposed findings. Some of the questions to address when considering adoption include the following: - Does the cost of living increase for nonunion employees seem in line with the union positions. - The cost to implement the point classification assignments. - Whether the City decides to develop and implement the formal reclassification review program and process. Walsh stated in his view this was a good process to go through. Crosby asked what the union employees' average cost of living adjustment is currently. Davis stated the 2 to 3 percent is fairly market driven. In some positions it is much higher than that due to worker shortages. Seals asked if the union employees have been segregated to show that they are higher than average. Davis stated they can look at that overall but that they limited it to the eight positions they were asked to look at. Davis stated the City Council may want to limit it to the positions that are being addressed. Walsh noted there is a two or three contract in place already. Rief noted the police contracts will need to be negotiated next year. Davis stated overall the City is not out of line with the market and that it is worthwhile noting that the deputy chief position is an outlier position with not much information available. The City Council took no formal action on this item. 14. LMCD Vickie Schleunig, LMCD Executive Director, addressed the City Council regarding aquatic invasive species on Lake Minnetonka. Some of the known AIS on Lake Minnetonka include Brazilian eloea, common carp, curly leaf pondweed, Eurasian water milfoil, flowering rush, purple loosestrife and zebra mussels. An additional study on flowering rush will be performed in a couple of areas in the near future to determine whether it is spreading. Aquatic invasive species currently threatening Lake Minnetonka include Starry stone wort, rusty crayfish, spiny waterflea, banded mystery snails as well as blue-green algae, scum, and nuisance native plants. AIS management methods and approaches include the following: - Herbicide/chemical treatments Page 4 of 14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. 14. LMCD — Continued - Mechanical harvesting - Hand removing weeds - Weed removal divers Schleunig noted the variations in the bays and conditions helps dictate what management method is utilized. As it relates to AIS management through harvesting, in 2015, 576 acres were covered, with 1,000 tons of AIS being removed through the use of three mechanical harvesters, one high speed transporter, and one conveyor. Since 2016, two mechanical harvesters used partly due to budget. In 2017, 261 acres were treated, with more than 637 tons being removed. After removal, the AIS is trucked off site and composted. The harvesters are staffed with a site supervisor and seasonal interns consisting largely of college students. The interns undergo significant training consisting of classroom and on the water training. The interns are required to attain the DNR lake service provider certification. The LMCD also follows the manufacturer recommendations for mechanical harvesting. Schleunig reviewed the following items associated with mechanical harvesting: — The weeds are cut and then the debris is skimmed from the lake. - The cutters cut anywhere between 1 and 5.5 feet deep depending on water depth. - The weeds are stored on the harvester or transferred to a transport barge or a shore conveyor. - The LMCD monitors aquatic vegetation amounts and types frequently throughout the day. - The LMCD may reach out to the MN DNR for assistance with plant identification. - Zebra mussels are removed along with the vegetation. - An occasional turtle that is captured is returned unharmed to the lake. - The offload sites are cleaned. - Lakeshore owners are allowed the use of offload sites with appropriate MN DNR transport permit. Schleunig stated the harvesters help prevent the spread of AIS and that last year the LMCD implemented two pilot programs. One was a private -public partnership for use of the offloading sites and the other was allowing residents to use one of the trucks for a fee. In addition, the LMCD researches new ways to address the ecology and safety on Lake Minnetonka in consultation with the MN DNR. Other lake protection and safety elements include the following: - Reducing biomass, which consists of organic matter/vegetation and blue-green algae - Navigation routes - Water quality due to nitrogen/phosphorus runoff - Monitoring recreation and fishing on the lake - Picking up trash, leaves, lake vegetation lost watercraft/toys, logs, etc. - Maintaining offload sites - Monitoring on -water hazards, nuisances, and ecological concerns A video was played depicting a harvester removing milfoil. Page 5 of 14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. 14. LMCD — Continued Dankey asked if any studies have been done looking at how much of the milfoil ends up on the lakeshore. Schleunig stated there have not been any formal studies done on that specific item but that the LMCD is aware that some of the milfoil fragments will end up on the lakeshore. The harvester manufacturer estimates that approximately 80 percent of the milfoil is picked up. Dankey stated she lives on one of the bays and that their lakeshore had so much milfoil that it cost them $2,000 to remove. Seals stated in her view the harvesters do not work and that they should not trust the manufacturer's numbers. Seals stated all the harvesters do is give the milfoil a haircut, with the fragments ending up on the lakeshore. Seals stated she believes the harvesters should go since they are not working and that the lakeshore owners are getting mad because the milfoil is ending up on their shore. Crosby stated harvesting is similar to someone recycling their grass clippings. When harvesting is done, a lot of the plant life drops down and then refeeds into the bottom of the lake, which creates a bigger problem. The pieces that are not captured end up on people's lakeshores and causes other problems. Crosby commented the people who live on the lake are not the issue and that they are the people who help take care of the lake. Crosby stated in order to address these problems, the LMCD should look at the people who travel to the lake and establish some type of payment by visitors to the lake to help protect the lake. Walsh stated if there is going to be harvesting, they need to clean up all the stuff that is cut. Walsh stated there are miles of lakeshore that get inundated with the milfoil fragments and that the LMCD is required to clean it up. The LMCD needs to figure out how to clean up the lakeshore or not do it. Walsh stated there are hundreds of homes getting inundated with milfoil and then a lot of those residents call the City about it. Walsh stated the LMCD needs to be more proactive if they are going to continue to use the harvesters. Schleunig stated this year the LMCD has received a lot of positive feedback from the residents but that some of the problems they encounter are the amount of boat traffic on the lake, the fact that AIS fluctuates, the conditions on the bays differ, the chemical treatments change the cycles, and the climate/weather impacts the milfoil. Crosby commented they treated their bay but that it comes in the channel and inlet after the harvesters go through. Seals stated she has not seen any harvesters in her area and they do not have any milfoil. Crosby stated the harvesting is spreading the milfoil around and planting it in other places, which is resulting in thicker milfoil. Printup asked when the first harvesters were purchased. Schleunig stated that was possibly in the 1980s. Page 6 of 14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. 14. LMCD — Continued Printup questioned whether the mechanical harvesters are an antiquated way of dealing with this issue and that it might be time to look at doing something new since it has been 40 years since they started harvesting. Dankey stated they could take the money from the harvesting program and direct it towards AIS removal. Schleunig stated given the amount of boat traffic, they will not stop the fragments from drifting, which does impact the biomass on the lake. Walsh asked if she is open to stopping the harvesters and starting something different. Schleunig stated the LMCD is open to looking at a lot of different things but that she is not sure what the answer is. Schleunig stated they do not want to get to the point where there is so much muck on the bottom of the lake where they are ending up with blue-green algae. Walsh asked how much the LMCD is spending on the harvesters. Schleunig indicated it was around $80,000 for 2018, with the total LMCD budget being approximately $500,000. Dankey asked if it is the DNR who sometimes inspects the boats. Schleunig stated the LMCD contracts with Three Rivers and the DNR. Schleunig noted the amount of their grants has been decreased. Dankey commented it will be impossible to stop visitors from coming to the lake. Schleunig stated other steps being taken include a 2018 carp study that was funded by Lessard -Sams Outdoor Heritage Council and consists of removing carp from Lake Minnetonka. Other prevention measures include watercraft inspections at boat landings, educating the public, the Stop Aquatic Hitchhikers campaign, installation of LED screens at Arcola Bridge and Spring Park, and local businesses assisting with community outreach. Mayor Walsh asked whether anyone from the public would like to comment on this item. Gabriel Jabbour, 985 Tonkawa Road and 450 Big Island, stated Vickie Schleunig is predominantly better than her predecessor, but with all due respect, 90 percent of the information received here is inaccurate. Jabbour stated the harvesters were gifted to the LMCD by Irwin Jacobs and seven of his friends with the understanding that the milfoil eventually would bog down 100 percent of the major thoroughfares and people not able to reach the LaFayette Golf Club, Lord Fletcher's, and other popular sites. The LMCD decided to accept the harvesters and harvest the major thoroughfares. This effort was funded through voluntary contributions by the cities. The program was run by the private sector until a few years later when the LMCD decided to take it on. Jabbour noted the LMCD was founded originally as a coordinating agency and not an implementing agency, which is why the legislature did not give them funding capabilities. The LMCD later had a levy limit of $180,000 when the harvesters were gifted. Jabbour stated over the years the harvester program Page 7of14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. 14. LMCD — Continued has had a number of issues, including the time when a harvester almost sunk and the driver almost drowned and when the harvester went to the lake dripping hydraulic fluid. Jabbour displayed a picture of Highways 19 and 15 being 100 percent clogged up by a police officer leading the harvester. Jabbour stated one of the harvesters also cut the telephone cables going to Big Island, which left the residents on the Island without access to 911 and that he spent three days helping with his own barge. Seals asked if that has been recent. Jabbour indicated it probably was within the past five to ten years. Jabbour stated at his last presentation to the City Council, the mayor asked the question where the money was that was taken out of the reserves. Jabbour stated the LMCD used to received $60,000 from the DNR in the form of a grant, with 30 going to the harvester program and 30 to the inspection program. That grant was subsequently eliminated. Jabbour stated during his time on the LMCD Board, they reduced the budget and the levy by 10 percent, but because the LMCD was getting paid per acre and per tonnage, they were harvesting everywhere. Jabbour stated when they cut the telephone cable, they discovered the wire next to it carries 8000 volts to the Island. Jabbour stated he asked them not to launch their harvesters until they identify all the cables and wires for safety purposes. This year the same harvester was harvesting in the same area as well as other areas where no one lives. Jabbour indicated he went to the LMCD meeting last Wednesday night and informed the LMCD attorney that they are exposing people to imminent danger. Jabbour noted he has helped recover their harvester twice this year, with one time the temperature inside being 300 degrees and the people driving it being terrified. Jabbour stated in his view the people working on the harvesters are some of the least qualified people in the country to be doing what they are doing. Jabbour noted he sat on the AIS Committee with the DNR, sat on the University AIS Advisory Group, is on the Committee Writing Standards for Boats, is routinely invited by the Fish and Wildlife agency to their symposium, and that 90 percent of the information people like to use about the environment does not exist. Jabbour asked whether the LMCD is conducting boat inspections this year. Schleunig indicated the LMCD received a grant for $10,000 and that they have been doing inspections periodically at three of the launches. The number of inspections being done this year is 30 percent less than the prior year. Jabbour noted the City of Mound will not sign a cooperative agreement for the LMCD to inspect and that he is not sure what they can do with $10,000. Currently the accesses are not manned or taken care of and that he does not want the City Council to think that someone is watching over Big Island and Lake Minnetonka. Page 8 of 14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. 14. LMCD — Continued Jabbour stated the solution is to take the funding away from the LMCD. Jabbour stated he watched their employees playing bumper cars with pontoons and that he worries about the people driving the harvesters. In addition, he has been unable to pull boats out because of the milfoil, which is an imminent danger. Dankey asked if the harvesters are important to Mr. Jabbour. Jabbour stated they are not and that he would absolutely get rid of them. Jabbour stated the reason why the LMCD was cutting milfoil everywhere was because they got paid for it per acre, and even though that funding went away, the LMCD is still doing it. Jabbour noted Orono comprises 40 percent of the lakeshore and that it impacts Orono's residents more than some of the other cities. Walsh noted Orono does not have 40 percent of the vote and that the structure of the LMCD is the problem. Jabbour commented this is a long-lasting problem that no one is paying attention to and that something needs to be done since Orono pays almost 18 percent of the LMCD budget. Jabbour stated Orono also ended up having to provide a public access but were not told about it by the DNR. At that time Orono's representative was removed from the LMCD so the DNR could work with the City directly. Jabbour stated the law at that time said the City Council shall elect a representative to serve for three years and the City had no authority to remove an elected official. Jabbour stated he personally went to the legislature, and with the help of some local legislators, changed the law to the City may appoint. After that a representative from Orono was absent from the LMCD for three or four years. Jabbour stated this is about Orono having control over their land and future. Cuttings in Shorewood are washing up at Casco Point. There are 14 cities on the lake and anything that happens on the lake affects Orono disproportionately. Jabbour stated if the City does not appoint someone and does not pay the LMCD, that will be the end of the problem, and that he is willing to help lobby for it. Alan Nettles, 1940 Shoreline Drive, stated he has a problem every year with lake weeds. Currently own 120 feet of shoreline and every year it starts out clean and clear, but by July and August it is full of weeds. A lot of the weeds are a lot longer than what can be clipped by the harvester. Nettles stated in his view it is not an 80 percent capture rate as represented by the manufacturer. Nettles noted there is a nuisance statute in the state that would eat the entire budget of the LMCD up if a lot of people decide that they are going to bring a nuisance suit against the LMCD. If they are cutting it and not catching it all, the residents have to clean it up several times a year. MN Statute 561.01 reads: nuisance action, anything which is injurious... or offensive to the senses or an obstruction to the free use of property so as to interfere with the comfortable enjoyment of a property is a nuisance. An action may be brought by any person, which would include the marinas, whose property is injuriously affected or whose personal enjoyment is lessened by the nuisance. Nettles stated bringing a nuisance action against the LMCD is not an ideal solution. Nettles stated he agrees with Council Members Seals that the cutters are not the solution. If someone cuts their grass and puts it in their neighbor's yard, they should have to pay to remove it. If the LMCD cuts it, they should have to clean it up. The LMCD has to come up with something where there is responsibility for cleaning it up. Nettles stated he was not able get through the weeds today with his day sailer because Page 9of14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. 14. LMCD — Continued the weeds are clogging everything up. Nettles stated his personal and reasonable enjoyment is being affected. Crosby stated he would rather see the LMCD spend more time skimming the surface rather than harvesting. Walsh commented a lot of things have changed in 40 years and that it might be a good time to re-evaluate how things are done given the new technology that has been developed. Richie Anderson stated Eric Evenson has previously worked with the Minnehaha Watershed District and currently is working with the Lake Minnetonka Association, which represents a lot of lakeshore owners. Eric Evenson stated he would encourage the City Council to continue on with the discussions and that some of the frustrations being voiced tonight are being echoed by others throughout the state. As it relates to the weed issues, Evenson stated he has been hearing all across Lake Minnetonka about weeds washing up on the shore, and that he was just at a house on the upper lake who had to spend $1,500 each time to clean up her shore, which has to be done a number of times. Evenson stated they currently are treating five bays on the lake and that they have seen pretty successful control of curly leaf and milfoil in those bays. North Arm was treated this year and that he has heard reports that it is better. Evenson stated as it relates to biomass, blue-green algae is a problem in areas this time of year because the water is warm. The real problem with the blue-green algae comes from the zebra mussels eating up the other algae, which leaves a void. The LMCD and Orono are spending a lot of money on water quality and a lot of the questions being asked are good. The important question to ask is whether the money being spent is appropriate and whether it is time to re-evaluate the technology. Evenson stated if you are running a private business, you would have re-evaluated it several times by now. Richie Anderson, 3205 Crystal Bay Road, stated he owns three marinas and last year there was a massive amount of weeds on his dock. This year they did not have a weed problem until the harvester came through. Anderson stated because of that he sent out a letter to every LMCD board member and Vickie Schleunig got back to him. Council Member Seals picked up the ball and ran with it. Anderson stated in his view this discussion is way overdue. Anderson noted he only heard from one LMCD board member and never heard from Orono's LMCD representative. In addition, two emails were returned due to incorrect email addresses listed on the LMCD website. A video was played showing the area by Mr. Anderson's dock. Anderson noted the area has no weeds but the harvester is going by with no weeds being harvested. A video was played showing a harvester cutting by Big Island near the cable that was previously cut and near the 8000 -volt line. Dankey commented that seems to be a natural area and that people typically do not boat in that area. Anderson stated it is a make work program and that they are driving around the lake to spend money. Page 10 of 14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. 14. LMCD — Continued Anderson stated the next pictures show his area being weed free, then the harvester going right off the end of the docks, and several pictures showing the weeds that were left. Anderson noted they all paid for chemical treatment but none of them received a call before the harvester came. Anderson stated the LMCD is also talking about raising the marina rates. In addition, the proposed 2019 LMCD budget for next year shows Orono paying $58,275.00, which is a 3.7 percent increase, and includes $80,000 of make work money. Anderson asked when the bleeding is going to stop. Walsh asked how much the residents raised for chemical treatment in his area. Anderson indicated it was $1,000 a piece with around 30 people participating out of 60. Walsh stated the cost for chemical treatment should decrease each year and actually eliminates the weeds. Walsh stated Orono would like to continue this discussion with the LMCD at some point. The City Council took no formal action on this item. PLANNING DEPARTMENT REPORT — DENNIS LIBBY, REPRESENTATIVE 11. LA18-000063 — MATT JOHNSON, 1432 SHORELINE DRIVE, VARIANCE - RESOLUTION NO. 6891 Printup stated he is fine with the project but that he would like to make one comment. Printup noted the property next door is a successful business and a high traffic area. Printup asked whether the Council is agreeable to allowing the fence to go up to eight feet. Walsh commented this is a very unique situation and that he would like to hear from the applicant on whether he is interested in going up to eight feet. Matt Johnson, 1432 Shoreline Drive, stated the Planning Commission also brought up the eight feet and that he would like that option but that he also wants the fence to feel right. Johnson stated in his view some portions would justify the increase in height and that it would be logistically easier to have the option now. Walsh stated he would be agreeable to allowing the fence to be up to eight feet. Dankey asked whether it would impede the view at all. Printup stated there is a row of very tall trees, a house, and on the other side there is a deck, which is an after the fact item. Printup stated in his view it protects everybody going up two more feet and that he does not see any safety issues since the fence is in between the two properties and is not on the road side. Dankey asked how far back from the road the fence would start. Matt Johnson indicated it would be 12 to 15 feet. Walsh stated he does not believe there would be any sightline problems. Page 11 of 14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. 11. LA18-000063 — MATT JOHNSON, 1432 SHORELINE DRIVE, VARIANCE - RESOLUTION NO. 6891— Continued Johnson stated the adjoining property owner has indicated they see the value in a fence and that they offered to pay for half of it. Johnson noted the red line is the 75 -foot setback and that the fence would not affect any ingress or egress. Rief stated the other fence would probably hinder the visibility if that was a problem. Barnhart noted once the fence goes back six feet, it would require a building permit. Printup moved, Crosby seconded, to adopt RESOLUTION NO., a Resolution Approving a Variance from Municipal Zoning Code Section 78-1405(8)(b), with the fence being allowed to be up to eight feet tall subject to the applicant obtaining the appropriate building permit. VOTE: Ayes 5, Nays 0. 15. GOOSE MANAGEMENT PLAN — PUBLIC HEARING Barnhart stated a couple of weeks ago the City Council received some feedback regarding the goose population in Orono along with a request that they develop a plan in accordance with the DNR regulations. Staff has obtained a template from the DNR and is currently working with the residents on tailoring the plan for Orono's needs. One of the steps in the process to develop the goose management plan is to hold a public hearing. Barnhart stated the public hearing can be held at any time during the process but that he would prefer to do it at this stage to gather as many concerns as possible Mayor Walsh opened the public hearing at 8:37 p.m. There were no public comments. Mayor Walsh closed the public hearing at 8:37 p.m. Barnhart indicated he will continue to work with the residents and bring it back to the City Council for their approval. 17. YOUR BOAT CLUB UPDATE Barnhart reported he has drafted and sent a letter to the property owner identifying a number of items to be addressed that are inconsistent with the conditions outlined in the resolutions approved for this property. Staff has conducted follow-up inspections and noted that progress is being made on addressing the issues. Barnhart stated he is not looking for any formal action by the City Council at this time. Matt Johnson, 1432 Shoreline Drive, stated the boats did get removed from out front. In addition, there was some question about screenage raised and that he is not sure if Staff has had the opportunity to see what was planted. Johnson stated some low evergreens somewhere between four and seven inches tall Page 12 of 14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. 17. YOUR BOAT CLUB UPDATE — Continued were planted, which may have met the checklist, but that he is not sure if that is in keeping with the intent. There were also six boats in the lot on the way here, which is higher than the three or four allowed. Johnson stated there has been definite progress and that in his view the City gave them a reasonable timeline to bring things into compliance. Walsh stated the area looks cleaner without the boats, and if everyone does what they are supposed to, things will be just fine. Johnson commented the area also feels less congested without those boats. Walsh stated he heard that all the boat deliveries are now happening over in the western suburbs, and if that is true, that will help as well. Walsh stated it is definitely going in the right direction. Johnson stated the issues impact more than just him and that he appreciates the Council's help. MAYOR/COUNCIL REPORT Dankey noted it was National Night Out last week and that she actually attended a get-together in Minnetonka Beach since her children were there for a different activity. Crosby stated he attended the Orono National Night Out with the Mayor and the Police Chief. Crosby stated he is proud of the way the City Council has worked together and in coming up with solutions. Crosby stated they are getting things accomplished. Crosby noted he also attended the Corn Days Parade and that it was a lot of fun. Seals stated she attended Corn Days but was unable to attend National Night Out. Printup stated he also attended Corn Days and that he would like to thank Mr. Peterson for letting him use his 1929 Ford Model A. Walsh stated he attended four or five neighborhood parties for National Night Out and that he was able to meet lots of great residents and eat lots of good food. Also attended Corn Days. CITY ADMINISTRATOR'S REPORT Rief reported work on Old Crystal Bay Road is progressing as planned and that the concrete work should start August 21or thereabouts. The project is supposed to be substantially completed by September 3. The drainage work should be completed in the next day or two. Bolton & Menk will be creating a video on where and how to turn and provide that to the School District. Rief noted the August 14 is primary day and that he would encourage everyone to vote. All four precincts will be open for voting tomorrow. Page 13 of 14 MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, August 13, 2018 7:00 o'clock p.m. CITY ATTORNEY REPORT Mattick stated he had nothing to report. ADJOURNMENT Crosby moved, Printup seconded, to adjourn the Orono City Council meeting at 8:54 p.m. VOTE: Ayes 5, Nays 0. ATTEST: Anna Carlson, City Clerk Dennis Walsh, Mayor Page 14 of 14 AGENDA ITEM Item No.: 2 Item Description: Claims/Bills Date: August 27, 2018 Presenter: Ron Olson Agenda Consent Agenda Finance Director Section: 1. Purpose. The purpose of this action item is to approve payment of claims made on the City for services and/or products provided to the City. 2. Background. The attached claims for payment have been received by the City. Staff has reviewed the claims and is recommending approval of the listing for payment. The claims will be paid by checks 110154 to 110263, totaling $1,182,914.03. 3. Noteworthy Payments. Vendor Amount Description of Payment #110192 GMH $583,777.96 Payment Number 2 for the Old Crystal Bay Road Project. Total paid to date $1,158,012.70. #110236 Park Construction $316,827.68 Payment Number 1 for the 2018 Street Improvement Pro' ects # Various $7,190.40 Payment for election judge training and primary election duties. 4. Staff Recommendation. Staff recommends approval of a motion authorizing payment to the claims list as presented. COUNCIL ACTION REQUESTED Motion to approve the claims list as presented. Exhibits Exhibit A. Check Register Prepared By: Jiyii Reviewed By: -Tja Approved By: -19a City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 8/14/2018 - 8/27/2018 Check Check Invoice Invoice GL Account Description Payee Issue Date Number Number SCOTT OBERAIGNER 08/16/2018 110126 080618 101-43000-226 Safety Boots 2018 Total 110126: BARRY RATHBUN 08/16/2018 110154 080618 101-43000-226 Safety Boots 2018 Total 110154: A 1 ELECTRIC SERVICE OF WA 08/27/2018 110155 20950 408-48800-520 Brush Site Wire Gate Operator A 1 ELECTRIC SERVICE OF WA 08/27/2018 110155 20951 405-48500-520 OPW Gate - Electric Gate Operator Total 110155: ADVANCED IMAGING SOLUTIO 08/27/2018 110156 INV173792 101-42110-401 Printers 8/10/18-9/9/18 ADVANCED IMAGING SOLUTIO 08/27/2018 110156 INV173792 101-41900-401 Printers 8/10/18-9/9/18 ADVANCED IMAGING SOLUTIO 08/27/2018 110156 INV173792 602-49450-401 Printers 8/10/18-9/9/18 Total 110156: ALAN R. NETTLES 08/27/2018 110157 081418 101-41410-104 Primary Election 8/14/18 ALAN R. NETTLES 08/27/2018 110157 081418 101-41410-104 Primary Election 7/19/18 Total 110157: Alexander Design Group Inc 08/27/2018 110158 082318 101-22205 Escrow Refund 2017-01543/17-3978 1720 Shdayw Total 110158: ANN HOMMEYER 08/27/2018 110159 081418 101-41410-104 Primary Election 8/14/18 ANN HOMMEYER 08/27/2018 110159 081418 101-41410-104 Primary Election 7/19/18 Total 110159: ANNE NETTLES 08/27/2018 110160 081418 101-41410-104 Primary Election 8/14/18 ANNE NETTLES 08/27/2018 110160 081418 101-41410-104 Primary Election 7/11/18 Total 110160: ANTONENKO, ELIZABETH 08/27/2018 110161 081418 101-41410-104 Primary Election 7/11/18 ANTONENKO, ELIZABETH 08/27/2018 110161 081418 101-41410-104 Primary Election 7/25/18 Department Public Works Department Public Works Department Police Department Central Services Sewer Elections Elections Elections Elections Elections Elections Elections Elections Page: 1 Aug 23, 2018 11:19AM Invoice Amount 9 965 34 88.38 88.38 220.95 80.00 15.00 95.00 1,000.00 1,000.00 80.00 20.00 80.00 20.00 20.00 City of Orono Check Register - COUNCIL REPORT Page: 2 Check Issue Dates: 8/14/2018 - 8/27/2018 Aug 23, 2018 11:19AM Payee Check Issue Date Check Number Invoice Number Invoice GL Account Description Department Invoice Amount ANTONENKO, ELIZABETH 08/27/2018 110161 081418 101-41410-104 Primary Election 8/14/18 Elections 70.00 Total 110161: 13.35 BURWELL, BARBARA 08/27/2018 110166 081418 101-41410-104 Primary Election Elections 110.00 Beenders, Antoinette 08/27/2018 110162 082318 101-22205 Escrow Refund 17-3929 1669 N. Farm Rd 700.00 Total 110162: 700.00 BOLTON & MENK INC. 08/27/2018 110163 0220917 101-43280-304 LA18-000054 825 Old Crystal Bay Rd Special Services 549.00 BOLTON & MENK INC. 08/27/2018 110163 0220918 101-43280-304 LA18-000038 Southway Development Special Services 1,614.00 BOLTON & MENK INC. 08/27/2018 110163 0220919 101-43280-304 LA18-000034 2635 Kelly Parkway Special Services 305.00 BOLTON & MENK INC. 08/27/2018 110163 0220920 101-43280-304 LA18-000062 387 Orono Orchard Rd Special Services 427.00 BOLTON & MENK INC. 08/27/2018 110163 0220921 651-16500 2018 Drainage Improvements 15,378.00 BOLTON & MENK INC. 08/27/2018 110163 0220922 101-43170-304 2018 GIS Maintenance Engineering 1,122.00 BOLTON & MENK INC. 08/27/2018 110163 0220923 101-45210-304 2018 GC Drainage Improvements Golf Course 383.00 BOLTON & MENK INC. 08/27/2018 110163 0220924 651-49910-304 General Engineering 7/18 Storm Water 159.00 BOLTON & MENK INC. 08/27/2018 110163 0220926 651-49910-304 2018 Pond Assessments Storm Water 122.00 BOLTON & MENK INC. 08/27/2018 110163 0220929 602-16500 2018 Sewer Improvements 3,227.50 BOLTON & MENK INC. 08/27/2018 110163 0220929 602-16500 2018 Back -Up Generators 82.00 BOLTON & MENK INC. 08/27/2018 110163 0220930 435-48971-304 2018 Street Improvements 31,709.00 BOLTON & MENK INC. 08/27/2018 110163 0220931 435-48972-304 2019 Street Improvements 164.00 BOLTON & MENK INC. 08/27/2018 110163 0220932 225-45200-304 Big Island Master Plan 1,412.50 BOLTON & MENK INC. 08/27/2018 110163 0220933 225-45200-304 E. Long Lake Rd Concept Dev. 500.00 BOLTON & MENK INC. 08/27/2018 110163 0220935 402-48055-304 OCB Feasibility Study OCB Road Reconstruction 45,174.50 BOLTON & MENK INC. 08/27/2018 110163 0220936 651-16500 Old LL Ravine Stabilization 569.00 BOLTON & MENK INC. 08/27/2018 110163 0220937 101-43280-304 16-3842 Orono Preverses Special Services 504.00 BOLTON & MENK INC. 08/27/2018 110163 0220940 101-43280-304 LA18-000038 Southways Lift Station Special Services 11,842.50 Total 110163: 115,244.00 BRUCE KELLEY 08/27/2018 110164 081418 101-41410-104 Primary Election Elections 100.00 Total 110164: 100.00 BUDGET PRINTING 08/27/2018 110165 7800 (1) 601-49400-322 UPS Water Water 13.35 Total 110165: 13.35 BURWELL, BARBARA 08/27/2018 110166 081418 101-41410-104 Primary Election Elections 20.00 City of Orono Check Register - COUNCIL REPORT Page: 3 Check Issue Dates: 8/14/2018 - 8/27/2018 Aug 23, 2018 11:19AM Check Check Invoice Invoice GL Account Payee Issue Date Number Number Total 110166 CARDMEMBER SERVICE 08/27/2018 110167 080718-1 101-42110-226 CARDMEMBER SERVICE 08/27/2018 110167 080818 101-43000-408 CARDMEMBER SERVICE 08/27/2018 110167 080818-1 101-43000-408 CARDMEMBER SERVICE 08/27/2018 110167 080918 101-45210-221 CARDMEMBER SERVICE 08/27/2018 110167 081318 101-42400-433 CARDMEMBER SERVICE 08/27/2018 110167 081418 101-43000-433 CARDMEMBER SERVICE 08/27/2018 110167 081418 602-49450-433 CARDMEMBER SERVICE 08/27/2018 110167 081418-1 101-42110-439 CARDMEMBER SERVICE 08/27/2018 110167 081618 101-42110-489 CARDMEMBER SERVICE 08/27/2018 110167 082018 101-42110-221 Total 110167 CEMSTONE 08/27/2018 110168 398524 602-49450-403 GEMSTONE 08/27/2018 110168 C1933191 602-16500 Total 110168: 2,414.86 License Fees for Bldg Official - R. Peitso Building & Zoning 65.00 CENTURY LINK 08/27/2018 110169 080418 601-49400-321 Total 110169: Coffee for Election Officials Staff Police Department 20.92 Gift Card to SP Resident - Assisted in Theft Case CHARLES HOMMEYER 08/27/2018 110170 081418 101-41410-104 CHARLES HOMMEYER 08/27/2018 110170 081418 101-41410-104 Total 110170: CHERYL DOSHAN 08/27/2018 110171 081418 101-41410-104 CHERYL DOSHAN 08/27/2018 110171 081418 101-41410-104 Total 110171: CHUNKS LAKESHORE AUTO 08/27/2018 110172 0015916 101-42110-402 CHUNKS LAKESHORE AUTO 08/27/2018 110172 0015921 101-42110-402 CHUNKS LAKESHORE AUTO 08/27/2018 110172 0015926 101-42110-402 CHUNKS LAKESHORE AUTO 08/27/2018 110172 0015937 101-42110-402 CHUNKS LAKESHORE AUTO 08/27/2018 110172 0015938 101-42110-402 Description Department Invoice Amount 20.00 Pin backs for Collar Brass Police Department 19.37 Row Permit for Cty Rd 84 & Leaf St Public Works Department 330.00 Row Permit for Cty Rd 84 & OCB Public Works Department 330.00 Outdoor Furniture for GC Deck Golf Course 2,414.86 License Fees for Bldg Official - R. Peitso Building & Zoning 65.00 APWAAnnual Membership Dues Public Works Department 309.38 APWAAnnual Membership Dues Sewer 309.37 Coffee for Election Officials Staff Police Department 20.92 Gift Card to SP Resident - Assisted in Theft Case Police Department 100.00 Bike Rack for Squad Cars Police Department 84.94 a,voo.04 Rebar Sewer 15.80 Concrete Pad for Generator at LS #20 324.50 340.30 Water Plant Phone/Internet 8/4-9/3/18 Water 141.13 141. 1a Primary Election 7/19/18 Elections 20.00 Primary Election 8/14/18 Elections 80.00 100.00 Primary Election 8/14/18 Elections 80.00 Primary Election 7/19/18 Elections 25.00 105.00 #244 Service Police Department 47.26 #251 service Police Department 44.00 #243 service Police Department 80.55 #250 service Police Department 78.47 #245 Service Police Department 81.73 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 8/14/2018 - 8/27/2018 Page: 4 Aug 23, 2018 11:19AM Department Check Check Invoice Invoice GL Account Description Payee Issue Date Number Number 19,086.20 50.00 50.00 700.00 Total 110172: 700.00 Elections 95.00 Elections 20.00 CINTAS CORPORATION 08/27/2018 110173 4008572546 101-43000-226 Uniforms Total 110173: 72.50 Elections 25.00 Elections 147.50 CITY OF LONG LAKE 08/27/2018 110174 00201426 405-48500-520 Share of 2017 Capital Expenses Total 110174: CITY OF ORONO PETTY CASH 08/27/2018 110175 20141130 101-22205 Escrow - Apply to LA18-000033 1335 Arbor St. Total 110175: Cohen, Mark 08/27/2018 110176 082318 101-22205 Escrow Refund 2015-01786 2697 Ethel Ave Total 110176: DANIELSON, NANCY 08/27/2018 110177 081418 101-41410-104 Primary Election 8/8/18 & 8/14/18 DANIELSON, NANCY 08/27/2018 110177 081418 101-41410-104 Primary Election 7/11/18 Total 110177: DAVID SPILSETH 08/27/2018 110178 081418 101-41410-104 Primary Election 7/11/18 DAVID SPILSETH 08/27/2018 110178 081418 101-41410-104 Primary Election 8/14/18 Total 110178: DEBORAH LUMENDAL 08/27/2018 110179 081418 101-41410-104 Primary Election 7/19/18 DEBORAH LUMENDAL 08/27/2018 110179 081418 101-41410-104 Primary Election 8/14/18 Total 110179: DELTA DENTAL 08/27/2018 110180 7380963 101-21709 003722072- August 2018- Dental DELTA DENTAL 08/27/2018 110180 7380963 101-15998 003722072- August 2018- Dental Total 110180: DODGE OF BURNSVILLE 08/27/2018 110181 081718 101-42110-550 New squad #253 - 2018 Dodge Charger Page: 4 Aug 23, 2018 11:19AM Department Invoice Amount 332.01 Public Works Department 63.96 63.96 19,086.20 19,086.20 50.00 50.00 700.00 700.00 Elections 95.00 Elections 20.00 115.00 Elections 22.50 Elections 50.00 72.50 Elections 25.00 Elections 147.50 3,258.50 Police Department 23,541.00 City of Orono Check Register - COUNCIL REPORT Page: 5 Check Issue Dates: 8/14/2018 - 8/27/2018 Aug 23, 2018 11:19AM Department Invoice Amount Elections Elections Public Works Department Public Works Department Public Works Department Public Works Department Elections Public Works Department Elections Elections Elections Elections Elections Water Water Water Elections Elections Elections 23, 541.00 65.00 284.25 155.65 357.00 150.75 1,203.76 85.00 20.00 105.00 25.00 20.00 147.50 192.50 4,089.38 102.37 95.00 120.00 Check Check Invoice Invoice GL Account Description Payee Issue Date Number Number Total 110181: DON KIELLEY 08/27/2018 110182 081418 101-41410-104 Primary Election 7/25/18 DON KIELLEY 08/27/2018 110182 081418 101-41410-104 Primary Election 8/14/18 Total 110182: EARL F ANDERSON & ASSOC 08/27/2018 110183 0118104 -IN 101-43000-224 Guard Rail Signs EARL F ANDERSON & ASSOC 08/27/2018 110183 0118113 -IN 101-43000-224 Portable Sign Posts, SQ Posts EARL F ANDERSON & ASSOC 08/27/2018 110183 0118143 -IN 101-43000-224 Signs - Hidden Entrance, Task 19228 EARL F ANDERSON & ASSOC 08/27/2018 110183 0118153 -IN 101-43000-224 Portable Sign Posts, SQ Posts EARL F ANDERSON & ASSOC 08/27/2018 110183 0118156 -IN 101-41410-221 Directional Arrows EARL F ANDERSON & ASSOC 08/27/2018 110183 0118185 -IN 101-43000-224 Portable Sign Bases & Upright Total 110183: EDWARDS, NANCY 08/27/2018 110184 081418 101-41410-104 Primary Election EDWARDS, NANCY 08/27/2018 110184 081418 101-41410-104 Primary Election 7/19/18 Total 110184: ELEANOR L FERRIL 08/27/2018 110185 081418 101-41410-104 Primary Election 7/19/18 ELEANOR L FERRIL 08/27/2018 110185 081418 101-41410-104 Primary Election 7/25/18 ELEANOR L FERRIL 08/27/2018 110185 081418 101-41410-104 Primary Election 8/14/18 Total 110185: FERGUSON WATERWORKS #25 08/27/2018 110186 0293160 601-49400-227 Water Meter for School FERGUSON WATERWORKS #25 08/27/2018 110186 0295499 601-49400-227 Hydrant Grease FERGUSON WATERWORKS #25 08/27/2018 110186 0297698 601-49400-227 2605 Wayzata Blvd Total 110186: FOX, NANCY 08/27/2018 110187 081418 101-41410-104 Primary Election 8/8/18 & 8/14/18 FOX, NANCY 08/27/2018 110187 081418 101-41410-104 Primary Election 7/19/18 Total 110187: FREEMAN, LEONARD 08/27/2018 110188 081418 101-41410-104 Primary Election 7/11/18 Department Invoice Amount Elections Elections Public Works Department Public Works Department Public Works Department Public Works Department Elections Public Works Department Elections Elections Elections Elections Elections Water Water Water Elections Elections Elections 23, 541.00 65.00 284.25 155.65 357.00 150.75 1,203.76 85.00 20.00 105.00 25.00 20.00 147.50 192.50 4,089.38 102.37 95.00 120.00 City of Orono Check Register - COUNCIL REPORT Page: 6 Check Issue Dates: 8/14/2018 - 8/27/2018 Aug 23, 2018 11:19AM Department Elections Elections Elections Elections Elections Police Department OCB Road Reconstruction Elections Elections Elections Elections Invoice Amount 105.00 26.25 163.98 205.48 8.29 5.29 Q7 07 416.01 30,725.16- 614,503.12 115.00 24,526.17 Check Check Invoice Invoice GL Account Description Payee Issue Date Number Number FREEMAN, LEONARD 08/27/2018 110188 081418 101-41410-104 Primary Election 8/14/18 Total 110188: GARLOCK, RUTH 08/27/2018 110189 081418 101-41410-104 Primary Election 7/19/18 GARLOCK, RUTH 08/27/2018 110189 081418 101-41410-104 Primary Election 8/14/18 Total 110189: GEHRMAN, MARILYN 08/27/2018 110190 081418 101-41410-104 Primary Election GEHRMAN, MARILYN 08/27/2018 110190 081418 101-41410-104 Primary Election Total 110190: GENUINE PARTS COMPANY/NA 08/27/2018 110191 3270-404615 701-49800-222 Core Deposit GENUINE PARTS COMPANY/NA 08/27/2018 110191 3270-404615 701-49800-222 Brake Pads - Unit 712 GENUINE PARTS COMPANY/NA 08/27/2018 110191 3270-411845 701-49800-403 Battery GENUINE PARTS COMPANY/NA 08/27/2018 110191 3270-411846 701-49800-240 Shop Supplies GENUINE PARTS COMPANY/NA 08/27/2018 110191 3270-411975 701-49800-222 Pins for Trailer GENUINE PARTS COMPANY/NA 08/27/2018 110191 3270-412571 101-42110-402 Squad Headlights GENUINE PARTS COMPANY/NA 08/27/2018 110191 3270-604735 701-49800-222 Core Deposit Total 110191: GMH ASPHALT 08/27/2018 110192 GMH 402-20600 OCB Road Improvements request 2 GMH ASPHALT 08/27/2018 110192 GMH 402-48055-590 OCB Road Improvements request 2 Total 110192: GRUNDEEN, JOY 08/27/2018 110193 081418 101-41410-104 Primary Election 7/11/18 GRUNDEEN, JOY 08/27/2018 110193 081418 101-41410-104 Primary Election 8/14/18 Total 110193: HOLLY S ROCCA 08/27/2018 110194 081418 101-41410-104 Primary Election 8/8/18 & 8/14/18 HOLLY S ROCCA 08/27/2018 110194 081418 101-41410-104 Primary Election 7/11/18 Total 110194: Iron River Construction Co 08/27/2018 110195 080618 225-16500 Clubhouse Deck Project Department Elections Elections Elections Elections Elections Police Department OCB Road Reconstruction Elections Elections Elections Elections Invoice Amount 105.00 26.25 163.98 205.48 8.29 5.29 Q7 07 416.01 30,725.16- 614,503.12 115.00 24,526.17 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 8/14/2018 - 8/27/2018 Check Check Invoice Invoice GL Account Description Payee Issue Date Number Number Total 110195: JENNIFER ROBERTSON 08/27/2018 110196 081418 101-41410-104 Primary Election 7/19/18 JENNIFER ROBERTSON 08/27/2018 110196 081418 101-41410-104 Primary Election 8/13-8/14/18 Total 110196: JEREMY BARNHART 08/27/2018 110197 072418 101-42400-331 Site Visits Total 110197: JJ TAYLOR DIST LF MN 08/27/2018 110198 2834966 101-45210-091 beer for resale Total 110198: John Bendt 08/27/2018 110199 081418 101-41410-104 Primary Election Total 110199: Johnson, Charles 08/27/2018 110200 082318 101-22205 Escrow Refund 2017-00344 1180 Townline Rd Total 110200: JUDY CARLSON 08/27/2018 110201 081418 101-41410-104 Primary Election 8/14/18 JUDY CARLSON 08/27/2018 110201 081418 101-41410-104 Primary Election 7/19/18 Total 110201: KARLTON F GEMPLER 08/27/2018 110202 081418 101-41410-104 Primary Election 7/19/18 KARLTON F GEMPLER 08/27/2018 110202 081418 101-41410-104 Primary Election 8/8/18 & 8/13-8/14/18 Total 110202: KEEGAN, SANDRA 08/27/2018 110203 081418 101-41410-104 Primary Election 7/11/18 KEEGAN, SANDRA 08/27/2018 110203 081418 101-41410-104 Primary Election 8/14/18 KEEGAN, SANDRA 08/27/2018 110203 081418 101-41410-104 Primary Election 7/25/18 Total 110203: Department Elections Elections Building & Zoning Golf Course Elections Elections Elections Elections Elections Elections Elections Elections Page: 7 Aug 23, 2018 11:19AM Invoice 24, 526.17 21.00 183.75 20.00 700.00 700.00 75.00 20.00 22.50 80.00 20.00 City of Orono Payee KEVIN GWASH KEVIN GWASH Total 110204: KLINGSPOR KLINGSPOR KLINGSPOR Total 110205: LANO EQUIPMENT Total 110206: LARSEN, FAITH LARSEN, FAITH LARSEN, FAITH Total 110207: LAUREEN DARLING LAUREEN DARLING LAUREEN DARLING Total 110208: LEANNA ERICKSON Total 110209: LINDGREN, SANDRA LINDGREN, SANDRA LINDGREN, SANDRA Total 110210: LINDSAY FREEMAN LINDSAY FREEMAN Check Register - COUNCIL REPORT Check Issue Dates: 8/14/2018 - 8/27/2018 Check Check Invoice Invoice GL Account Description Issue Date Number Number 101-41410-104 Primary Election 7/25/18 08/27/2018 110204 081418 101-41410-104 Primary Election 8/14/18 08/27/2018 110204 081418 101-41410-104 Primary Election 8/8/18 08/27/2018 110205 3422633 601-49400-240 Abrasives 08/27/2018 110205 3422633 602-49450-240 Abrasives 08/27/2018 110205 3422633 101-43000-240 Abrasives 08/27/2018 110206 03-581485 701-49800-221 Hitch Plate 08/27/2018 110207 081418 101-41410-104 Primary Election 7/11/18 08/27/2018 110207 081418 101-41410-104 Primary Election 7/25/18 08/27/2018 110207 081418 101-41410-104 Primary Election 8/14/18 08/27/2018 110208 081418 101-41410-104 Primary Election 7/25/18 08/27/2018 110208 081418 101-41410-104 Primary Election 7/11/18 08/27/2018 110208 081418 101-41410-104 Primary Election 8/14/18 08/27/2018 110209 081418 101-41410-104 Primary Election 7/19/18 08/27/2018 110210 081418 101-41410-104 Primary Election 8/13-8/14/18 08/27/2018 110210 081418 101-41410-104 Primary Election 7/11/18 08/27/2018 110210 081418 101-41410-104 Primary Election 8/8/18 08/27/2018 110211 081418 101-41410-104 Primary Election 7/19/18 08/27/2018 110211 081418 101-41410-104 Primary Election 8/14/18 Department Elections Elections Water Sewer Public Works Department Elections Elections Elections Elections Elections Elections Elections Elections Elections Elections Elections Elections Page: 8 Aug 23, 2018 11:19AM Invoice Amount 168.00 21.00 189.00 111.38 441 ' Q 334.13 295.00 295.00 20.00 20.00 70.00 25.00 209.01 23.63 21.00 253.64 25.00 70.00 City of Orono Invoice Amount 95.00 Central Services Check Register - COUNCIL REPORT Police Department 5,091.71 Central Services 917.00 Central Services Check Issue Dates: 8/14/2018 - 8/27/2018 Police Department Check Check Invoice Invoice GL Account Description Payee Issue Date Number Number 318.94 Total 110211: LOGIS 08/27/2018 110212 45215 101-41900-416 2018 MS Renewal LOGIS 08/27/2018 110212 45215 101-42110-416 2018 MS Renewal LOGIS 08/27/2018 110212 45627 101-41900-329 Backups 7/18 LOGIS 08/27/2018 110212 45627 101-41900-329 Internet 7/18 LOGIS 08/27/2018 110212 45627 101-42110-329 Internet 7/18 LOGIS 08/27/2018 110212 45627 101-42110-310 Police Records 7/18 LOGIS 08/27/2018 110212 45706 101-41900-401 Network Support 7/18 Total 110212: MACQUEEN EQUIPMENT 08/27/2018 110213 P14408 602-49450-402 Handle Bent/Straight Total 110213: MAILFINANCE 08/27/2018 110214 N7287563 101-41900-401 postage meter lease -09/16/18-12/15/18 Total 110214: MANSFIELD OIL COMPANY 08/27/2018 110215 20908343 101-42110-212 Unleaded Fuel MANSFIELD OIL COMPANY 08/27/2018 110215 20908344 701-49800-212 Diesel Fuel Total 110215: Martineau, Jeff 08/27/2018 110216 082318 101-22205 Escrow Refund 18-4000 1335 Arbor Street Total 110216: MARY LOU DOHERTY 08/27/2018 110217 081418 101-41410-104 Primary Election 8/14/18 MARY LOU DOHERTY 08/27/2018 110217 081418 101-41410-104 Primary Election 7/25/18 Total 110217: MCFOA 08/27/2018 110218 070118-1 101-41300-433 membership renewal A.Carlson Total 110218: Menzel, Keith 08/27/2018 110219 082318 101-22205 Escrow Refund 2017-00495/2017-00979 780 Tonka Page: 9 Aug 23, 2018 11:19AM Department Invoice Amount 95.00 Central Services 5,091.72 Police Department 5,091.71 Central Services 917.00 Central Services 205.50 Police Department 205.50 Police Department 6,917.00 Central Services 180.00 18,608.43 Sewer 318.94 318.94 Central Services 376.50 376.50 Police Department 3,574.69 4,019.58 950.00 950.00 Elections 85.00 Elections 15.00 100.00 Administration 10.00 10.00 10,000.00 City of Orono Check Register - COUNCIL REPORT Page: 10 Check Issue Dates: 8/14/2018 - 8/27/2018 Aug 23, 2018 11:19AM Check Check Invoice Invoice GL Account Payee Issue Date Number Number Total 110219 MERIDETH, MARYANN 08/27/2018 110220 081418 101-41410-104 MERIDETH, MARYANN 08/27/2018 110220 081418 101-41410-104 Total 110220: 08/27/2018 110223 072018 601-39610 MINNEAPOLIS OXYGEN COMPA 08/27/2018 110221 00029140 101-43000-415 MINNEAPOLIS OXYGEN COMPA 08/27/2018 110221 00029141 101-42110-221 MINNEAPOLIS OXYGEN COMPA 08/27/2018 110221 00029142 101-42110-221 MINNEAPOLIS OXYGEN COMPA 08/27/2018 110221 20075115 101-42110-221 Total 110221: MINNESOTA EQUIPMENT 08/27/2018 110222 P71841 101-43000-403 Total 110222: MN DEPT OF REVENUE -WIRE 08/27/2018 110223 072018 101-34210 MN DEPT OF REVENUE -WIRE 08/27/2018 110223 072018 101-34650 MN DEPT OF REVENUE -WIRE 08/27/2018 110223 072018 601-39610 MN DEPT OF REVENUE -WIRE 08/27/2018 110223 072018 601-20806 MN DEPT OF REVENUE -WIRE 08/27/2018 110223 072018 101-37910 MN DEPT OF REVENUE -WIRE 08/27/2018 110223 072018 101-37920 MN DEPT OF REVENUE -WIRE 08/27/2018 110223 072018 101-37930 MN DEPT OF REVENUE -WIRE 08/27/2018 110223 072018 101-37940 MN DEPT OF REVENUE -WIRE 08/27/2018 110223 072018 101-37970 Total 110223 Modern Power Solutions 08/27/2018 110224 INV -0089 602-49450-403 Modern Power Solutions 08/27/2018 110224 INV -0098 602-49450-403 Total 110224: MONA HARMANN 08/27/2018 110225 081418 101-41410-104 MONA HARMANN 08/27/2018 110225 081418 101-41410-104 MONA HARMANN 08/27/2018 110225 081418 101-41410-104 Description Primary Election 8/8-8/14/18 Primary Election 7/11/18 acetylene, oxygen Medical Oxygen Medical Oxygen Medical Oxygen, Hazardous Materials Charge Replacement Chainsaw Bar Unit 867 Sales Tax 7/2018 Sales Tax 7/2018 Sales Tax 7/2018 Sales Tax 7/2018 Sales Tax 7/2018 Sales Tax 7/2018 Sales Tax 7/2018 Sales Tax 7/2018 Sales Tax 7/2018 Generator Maintenance LS 26, 14, 18 LS #6 Generator Repairs Primary Election 7/19/18 Primary Election 7/25/18 Primary Election 8/14/18 Department Invoice Amount Elections Elections Public Works Department Police Department Police Department Police Department Public Works Department Sewer Sewer Elections Elections Elections 10, 000.00 85.00 22.50 107.50 28.83 38.44 16.12 160.92 244.31 39.95 39.95 16.00 9.00 335.00 127.00 1,532.00 839.00 233.00 77.00 30.00 2,337.50 1,886.50 26.25 26.25 157.50 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 8/14/2018 - 8/27/2018 Check Check Invoice Invoice GL Account Description Department Payee Issue Date Number Number Total 110225: MOUND TRUE VALUE 08/27/2018 110226 154550 101-42110-221 PD 1 Garage Squad Plug Ins Police Department MOUND TRUE VALUE 08/27/2018 110226 154610 101-42110-240 Fluorescent Bulbs Police Department MOUND TRUE VALUE 08/27/2018 110226 154685 101-42110-240 Windex Cleaner, Gori Tape, Armor Connector Police Department MOUND TRUE VALUE 08/27/2018 110226 154707 101-42110-240 Ship AEP Back for Repair Police Department Total 110226: NANCY BRANTINGHAM 08/27/2018 110227 081418 101-41410-104 Primary Election 7/11/18 Elections NANCY BRANTINGHAM 08/27/2018 110227 081418 101-41410-104 Primary Election 7/25/18 Elections Total 110227: NAVARRE HARDWARE 08/27/2018 110228 312385 602-49450-227 Bypass Lopper, Key/Supplies Sewer NAVARRE HARDWARE 08/27/2018 110228 312417 101-43000-226 Men's Glove Public Works Department Total 110228: NOLA DICKHAUSEN 08/27/2018 110229 081518 101-41410-331 Election Mileage Reimbursement Elections Total 110229: NORLINGS 08/27/2018 110230 34151-1 101-45200-404 Landscape Maintenance - City Hall, Livingston, Nav Parks NORLINGS 08/27/2018 110230 34260 101-43000-404 Replace Tree Damaged from Snow Removal in Spri Public Works Department NORLINGS 08/27/2018 110230 34262 101-41900-404 City Hall & PD landscape maintenance Central Services Total 110230: NORTHERN SPECIALITIES INC 08/27/2018 110231 00085577 405-48500-520 Public Works Gate/Fence Total 110231: O SULLIVANS HOLIDAY 546 08/27/2018 110232 JULY 2018 101-42110-402 07/18 Car Washes Police Department Total 110232: O SULLIVANS HOLIDAY 547 08/27/2018 110233 JULY 2018 101-42110-402 07/18 Car Washes Police Department Page: 11 Aug 23, 2018 11:19AM Invoice A-- 210.00 -- 210.00 23.98 30.46 20.84 22.50 20.00 42.50 35.76 11.99 47.75 50.47 50.47 950.44 1,980.00 293.58 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 8/14/2018 - 8/27/2018 Page: 12 Aug 23, 2018 11:19AM Department Invoice Amount 293.58 Central Services 80.68 Police Department 107.76 Elections 160.00 Elections 20.00 180.00 16,675.14 - Elections Check Check Invoice Invoice GL Account Description Payee Issue Date Number Number 97.50 Elections 20.00 Elections 147.50 Total 110233: OFFICE DEPOT 08/27/2018 110234 1757659980 101-41900-201 Office Supplies OFFICE DEPOT 08/27/2018 110234 18211711900 101-42110-201 Office Supplies Total 110234: PAMELA GREGORY 08/27/2018 110235 081418 101-41410-104 Primary Election 8/14/18 PAMELA GREGORY 08/27/2018 110235 081418 101-41410-104 Primary Election 7/25/18 Total 110235: PARK CONSTRUCTION COMPA 08/27/2018 110236 RFP #1 2018 435-48971-590 RFP#1 2018 Street Improvement PARK CONSTRUCTION COMPA 08/27/2018 110236 RFP #1 2018 435-20600 RFP#1 2018 Street Improvement Total 110236: PAULA LINDBERG 08/27/2018 110237 081418 101-41410-104 Primary Election 8/14/18 PAULA LINDBERG 08/27/2018 110237 081418 101-41410-104 Primary Election 7/19/18 Total 110237: PENNY SAIKI 08/27/2018 110238 081418 101-41410-104 Primary Election 8/14/18 PENNY SAIKI 08/27/2018 110238 081418 101-41410-104 Primary Election 7/19/18 Total 110238: PETERSON, DAVE 08/27/2018 110239 081418 101-41410-104 Primary Election 7/11/18 PETERSON, DAVE 08/27/2018 110239 081418 101-41410-104 Primary Election 8/14/18 Total 110239: QUALITY FLOW SYSTEMS INC 08/27/2018 110240 35729 602-16500 LS #5 Total 110240: RANDYS ENVIRONMENTAL SER 08/27/2018 110241 AUGUST 201 101-41900-404 Garbage Service RANDYS ENVIRONMENTAL SER 08/27/2018 110241 AUGUST 201 101-45200-404 Garbage Service RANDYS ENVIRONMENTAL SER 08/27/2018 110241 AUGUST 201 101-45210-404 Garbage Service Page: 12 Aug 23, 2018 11:19AM Department Invoice Amount 293.58 Central Services 80.68 Police Department 107.76 Elections 160.00 Elections 20.00 180.00 16,675.14 - Elections 80.00 Elections 25.00 105.00 Elections 75.00 Elections 22.50 97.50 Elections 20.00 Elections 147.50 4,780.00 Central Services 337.22 Parks 459.97 Golf Course 68.05 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 8/14/2018 - 8/27/2018 Page: 13 Aug 23, 2018 11:19AM Department Check Check Invoice Invoice GL Account Description Payee Issue Date Number Number Elections 80.00 Elections 22.50 102.50 Elections 80.00 Total 110241: 20.00 100.00 Elections 172.50 ROB HOWELLS 08/27/2018 110242 081018 101-45210-221 Umbrellas for GC Patio Furniture ROB HOWELLS 08/27/2018 110242 081018 101-45210-201 GC Supplies Total 110242: 20.00 ROBERTS, JOHN 08/27/2018 110243 081418 101-41410-104 Primary Election 8/14/18 ROBERTS, JOHN 08/27/2018 110243 081418 101-41410-104 Primary Election 7/19/18 Total 110243: RONALD ROCCA 08/27/2018 110244 081418 101-41410-104 Primary Election 8/14/18 RONALD ROCCA 08/27/2018 110244 081418 101-41410-104 Primary Election 7/11/18 Total 110244: ROQOSHESKE, JUDY 08/27/2018 110245 081418 101-41410-104 Primary Election 8/14/18 Total 110245: RUFFRIDGE JOHNSON INC 08/27/2018 110246 IA11246 101-43000-224 Blacktop Maintenance Tools Total 110246: SANDIE LARSON 08/27/2018 110247 081418 101-41410-331 Reimb for Lunch Delivery - Elections Total 110247: SHERRY DAVIS WHITE 08/27/2018 110248 081418 101-41410-104 Primary Election 7/19/18 SHERRY DAVIS WHITE 08/27/2018 110248 081418 101-41410-104 Primary Election 7/25/18 Total 110248: SRF CONSULTING GROUP INC 08/27/2018 110249 11400.00-4 408-48800-590 CSAH 112 PH2 Landscape Total 110249: STEVE STURM 08/27/2018 110250 081918 101-42110-319 Uber Lady and Child to Jordan, MN Page: 13 Aug 23, 2018 11:19AM Department Invoice Amount 865.24 Golf Course 245.14 Golf Course 13.94 259.08 Elections 80.00 Elections 22.50 102.50 Elections 80.00 Elections 20.00 100.00 Elections 172.50 172.50 Public Works Department 186.56 186.56 Elections 15.00 15.00 Elections 25.00 Elections 20.00 2,061.65 2,061.65 Police Department 35.12 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 8/14/2018 - 8/27/2018 Page: 14 Aug 23, 2018 11:19AM Payee Check Issue Date Check Number Invoice Number Invoice GL Account Description Department Invoice Amount Total 110250: 35.12 SUELLYN TRITZ 08/27/2018 110251 081418 101-41410-104 Primary Election 7/11/18 Elections 20.00 Total 110251: 20.00 SUN LIFE FINANCIAL 08/27/2018 110252 0918LIFE 101-21710 Life Ins-Sep/2018 1,061.15 SUN LIFE FINANCIAL 08/27/2018 110252 0918LIFE 101-15998 Life Ins-Sep/2018 166.90 SUN LIFE FINANCIAL 08/27/2018 110252 0918STD 101-21714 STD-Sep/2018 664.20 Total 110252: 1,892.25 THE HARTFORD 08/27/2018 110253 092018 101-21713 LTD 9/2018 1,606.34 Total 110253: 1,606.34 TOLL GAS & WELDING SUPPLY 08/27/2018 110254 10257403 701-49800-222 MC 1 -piece Cutting Tip 22.30 Total 110254: 22.30 TOM CADY 08/27/2018 110255 081418 101-41410-104 Primary Election 7/19/18 Elections 20.00 TOM CADY 08/27/2018 110255 081418 101-41410-104 Primary Election 8/14/18 Elections 80.00 Total 110255: 100.00 TUCKER, WHITNEY 08/27/2018 110256 081418 101-41410-104 Primary Election 7/19/18 Elections 15.00 TUCKER, WHITNEY 08/27/2018 110256 081418 101-41410-104 Primary Election 8/14/18 Elections 80.00 Total 110256: 95.00 VANGUARD CLEANING SYSTE 08/27/2018 110257 60539 101-42110-407 carpet cleaning PD Police Department 2,175.00 Total 110257: 2,175.00 VERIZON WIRELESS 08/27/2018 110258 9812253805 101-42110-321 Internet 8/7-9/6/18 Police Department 1,512.13 VERIZON WIRELESS 08/27/2018 110258 9812253805 101-41900-321 Internet 8/7-9/6/18 Central Services 134.74 VERIZON WIRELESS 08/27/2018 110258 9812253805 101-42400-321 Internet 8/7-9/6/18 Building & Zoning 35.01 VERIZON WIRELESS 08/27/2018 110258 9812253805 101-43000-321 Internet 8/7-9/6/18 Public Works Department 70.02 VERIZON WIRELESS 08/27/2018 110258 9812253805 101-45200-321 Internet 8/7-9/6/18 Parks 35.01 City of Orono Check Register - COUNCIL REPORT Page: 15 Check Issue Dates: 8/14/2018 - 8/27/2018 Aug 23, 2018 11:19AM Total 110262: Check Check Invoice Invoice GL Account Description Payee Issue Date Number Number Grand Totals: VERIZON WIRELESS 08/27/2018 110258 9812253805 101-45210-321 Internet 8/7-9/6/18 VERIZON WIRELESS 08/27/2018 110258 9812253805 601-49400-321 Internet 8/7-9/6/18 VERIZON WIRELESS 08/27/2018 110258 9812253805 602-49450-321 Internet 8/7-9/6/18 Total 110258: WASTE MANAGEMENT RECYC 08/27/2018 110259 0043856-280 603-49500-316 Reccycling 08/2018 Total 110259: WEILANDS ALL SEASONS CLINI 08/27/2018 110260 24311 101-41900-404 Repairs -Crystal Bay Post Office A/C Total 110260: WESTSIDE WHOLESALE TIRE 08/27/2018 110261 818028 101-43000-403 #428 Tire WESTSIDE WHOLESALE TIRE 08/27/2018 110261 818210 701-49800-402 #428 Tire, Task 20857 Total 110261: Wooley, Robin 08/27/2018 110262 082118 999-10015 Utility Refund 2-411850-00 1185 Loma Linda Ave Total 110262: Wright -Hennepin Coop Electric 08/27/2018 110263 3502660269 101-45200-386 Brush Site 7/1/18-7/30/18 Wright -Hennepin Coop Electric 08/27/2018 110263 3502660269 101-43000-386 Electical Service 7/1-7/30/18 Wright -Hennepin Coop Electric 08/27/2018 110263 3502660269 101-45210-319 GC Security Total 110263: Grand Totals: Department Golf Course Water Sewer Central Services Public Works Department Parks Public Works Department Golf Course Invoice Amount 86.43 172.86 35.01 9,144.32 199.35 199.35 293.31 316.00 609.31 666.69 666.69 14.12 147.10 40.76 201.98 AGENDA ITEM Item No.: 3 Item Description: Annual Gun Club Permit Date: August 27, 2018 Presenter: Anna Carlson Agenda Consent Agenda City Clerk Section: Purpose. The Park Gun Club has applied for their annual gun club license effective September 1, 2018 through August 31, 2019. The applicant has submitted the required licensing information and Staff recommends approval based on no complaints have been received in the past years. A calendar of events for the 2018-19 license is attached. The Orono Police Department has completed a background check and all required documents have been submitted. Staff recommends approval of the application. COUNCIL ACTION REQUESTED Motion to approve the Annual Gun Club Permit. Exhibits Exhibit A. Park Gun Club Calendar of Events 2018-19 Prepared By: AMC Reviewed By: AMC Approved By: J19R CITY OF ORONO Street Address: Mailing Address: Tel(952) 249-4600 2750 Kelley Parkway P.O. Box 66 Fax (952) 249-4616 Orono, MN 55356 Crystal Bay, MN 55323 www.6.orono.rnn.us LIMITED FIREARMS USE PERMIT PERMIT NUMBER ANNUAL CLUB FEE PERMIT EXPIRES REPRESENTATIVE: 2018-2019 $25.00 AUGUST 31, 2019 Dwayne Noren 13612 511 Avenue North Plymouth, MN 55441 THIS PERMIT AUTHORIZES: PARK GUN CLUB to discharge for at from RESTRICTIONS: SHOT GUNS ONLY TRAP SHOOTING 3660 SIXTH AVENUE NORTH September 1, 2018 to August 31, 2019 This permit is issued for the above purpose. The holder must obey all of the laws and ordinances of the United States, State of Minnesota, County of Hennepin, and City of Orono in the use of this permit. The permit may be revoked at any time by the City of Orono by notifying the holder in accordance with the ordinance granting the permit. Hunting of game animals or game birds is prohibited in the City unless specifically stated in this permit. Date issued: August 27, 2018 Anna Carlson, City Clerk (SEAL) Page 2 — Scan in Calendar of Shooting Events PARK GUN CLUB CALENDAR OF EVENTS September 1, 2018 through August 31, 2019 Saturday/Sunday Shooting Events Saturday, September 8, 2018 - 1:00pm to 5:00pm Sunday, September 9, 2018 - 1:00pm to 5:00pm Sunday, September 16, 2018 - 1:OOpm to S:OOpm Sunday, September 23, 2018 - 1:00pm to 5:00pm Sunday, September 30, 2018 - 1:OOpm to 5:00pm Sunday, November 18, 2018 - 1:00pm to S:OOpm Sunday, December 9, 2018 - 1:00pm to 5:00pm Sunday, March 17, 2019 - 1:00pm to 5:00pm Sunday, March 24, 2019 - 1:00pm to 5:00pm Sunday, March 31, 2019 - 1:00pm to 5:00pm Sunday, April 7, 2019 - Loopm to 5:00pm Sunday, April 14, 2019 - 1:OOpm to 5:00pm Saturday, April 27, 2019 - 9:00am to 5:00pm (High School Event) Saturday, May 18, 2019 - 9:OOam to 5:00pm (High School Event) Saturday, June 22, 2019 - 1:OOpm to 5:00pm Saturday, July 20, 2019 - 1:00pm to 5:00pm Saturday, August 17, 2019 - 1:OOpm to 5:00pm Lea ue Shooting Tuesday, Wednesday, and Thursday - 5:00pm to Dark April 16, 2019 through August 29, 2019 Hi h School Lea ue Shootin - Fall League Friday - 3:00pm to 7:00pm/Dark (whichever comes first) September 2.1, 2018 through October 26, 2018 High School League Shooting - Spring League Monday, Tuesday, Wednesday, and Thursday -- 3:00pm to Dark April 1, 2019 through June 13, 2019 (No shooting on May 27, 2019) Friday - 3:30pm to 6:00pm April 5, 2019 through June 14, 2019 AGENDA ITEM Item No.: 4 Item Description: Approval of Rental License Date: August 27, 2018 Presenter: Anna Carlson, Agenda Consent Agenda City Clerk Section: 1. Purpose. The purpose of this action item is to approve the Rental License for the license period of August 27, 2018 to December 31, 2019. 2. Staff Recommendation. Staff recommends approval of the rental license as listed in Exhibit A for the license period of August 27, 2018 to December 31, 2019. The Rental License Applicant in Exhibit A has submitted all of the requested documents and has met all requirements. COUNCIL ACTION REQUESTED Motion to approve the rental license listed in Exhibit A for the license period of August 27, 2018 to December 31, 2019. Exhibits Exhibit A. Listing of Rental License Prepared By: AMC Reviewed By: AMC Approved By: -TV Exhibit A City Council 2018 Rental Licenses License# I Business Name I Total License Fees RL18-000077 Ck one development, LLC 100 AGENDA ITEM Item No.: 5 Item Description: Approval to Accept donation Date: August 27, 2018 Presenter: Correy Farniok Agenda Section: Consent Agenda Police Chief 1. Purpose. The purpose of this action item is to gain approval to accept a donations. 2. Background. The Police Department has received a $10.00 donation from Laura Lundberg and her German Shepherds named Journey and Blaze. The donation is a welcome to the department for Xerxes. Donations will go toward the purchasing of items needed for Xerxes. Another donation has been received from the Pelican Point Residents (Mound) in the amount of $1580.00 in gift cards to be used at Streicher's for equipment for our Reserve Officers. In addition, they also donated a rain jacket, traffic vest, baton, hat, flag decal and mourning badge. 3. Project Scope. Apply the donations toward supplies needed for Xerxes and Reserve Officers. 4. Staff Recommendation. I recommend approval to accept the donations. COUNCIL ACTION REQUESTED Motion for approval and to accept the donations. Exhibits Exhibit A. Card from Lundberg Exhibit B. Letter from Dave Henderson Prepared By: Correy Farniok Reviewed By: jl�a Approved By: -19a 129 xcfrxe—s — I tw e-- fIc-ax- 7 rho August 22, 2018 Officer Steve Sturm Orono Police Reserve Coordinator Orono Police Department 2730 Kelley Parkway Long Lake, MN SS3S6 Dear Officer Sturm: On behalf of the residents of Pelican Point in Mound, we are pleased to present you with a gift card in the amount of $1,480 and another check for $100 payable to Streicher's. This is in addition to the rain jacket, traffic vest, baton, hat, flag decal and mourning badge with a combined value of $226 that your officers left with on the National Night Out on August 7`" We enjoyed the chance to meet and interact with your team at our National Night Out gathering and fund raiser on August 7`". Our Pelican Point residents wanted me to convey our thanks to you and your entire force for your dedication and all the great work done by the Orono Police Department. Sincerely, Dave Henderson Pelican Point Treasurer AGENDA ITEM Item No.: Date: August 27, 2018 Item Description: Appointment of 2018 Seasonal Employees V8 Presenter: Jason Goehring Agenda Consent Agenda Parks and Golf Course Supervisor Section: 1. Purpose. The purpose of this action item is to gain Council approval of seasonal employees. 2. Background. The hourly pay is proposed to be $10.00-12.00 for the Golf Course Clubhouse Attendants; $12-$16 for Parks and Golf Course Maintenance Employees, and $10-15 for Utilities Maintenance Workers; $12.00-$15.00 for the Brush Site Attendants; and a pay range of $15.00-$20.00 for the Assistant Superintendent and Clubhouse Manager. The Clubhouse Manager will be enrolled in the coordinated PERA plan. All other seasonal employees will fall under the 6 month PERA Classification and are therefore excluded from PERA membership. 3. Seasonal Employee Appointments and Candidates. 4. Staff Recommendation. I recommend approval to hire of the seasonal employees in Table 3. COUNCIL ACTION REQUESTED Motion to approve hiring the seasonal employee as in the list above. Prepared By: JG Reviewed By: Approved By: j1 Name Position Wage Remarks ($/hr) Robert Howells G.C. Clubhouse Manager $19.00 Returnee 'o N Paul Tolzmann G.C. Clubhouse Attendant $12.00 Returnee M.8 w N Rebecca Anderson Utilities Maintenance Worker $12.00 Returnee Calvin Schmidt Parks and Golf Maintenance $11.00 Returnee Marshall Hambro G.C. Clubhouse Attendant $12.00 Returnee Diana Otrey G.C. Clubhouse Attendant $11.00 Returnee o William Fischer G.C. Clubhouse Attendant $10.00 Returnee a James Berg G.0 Clubhouse Attendant $10.00 New c •;; Marie Jorland G.C. Clubhouse Attendant $10.00 New Cody Dickhausen Parks and Golf Maintenance $10.00 New Ronald Steffenhagen Parks and Golf Maintenance $10.00 New Ed Kvam Parks and Golf Maintenance $11.00 Returnee Approved Danielle Middendorf G.C. Clubhouse Attendant $10.00 New April 23 Approved Tami Campbell G.C. Clubhouse Attendant $10.00 New May 14, 2018 Approved Stuart Mayer Brush Site Attendant $12.00 New May 29, 2018 Scott Prochow G.C. Clubhouse Attendant $10.00 New Approved Matt Urness Parks and Golf Maintenance $12.00 New June 11,2018 Nicholas Overturf Parks and Golf Maintenance $12.00 New Approved Wendy Middendorf G.C. Clubhouse Attendant $10.00 Returnee June 25 ,2018 Requesting Mitchell Hall Parks and Golf Maintenance $14.00 New Approval 4. Staff Recommendation. I recommend approval to hire of the seasonal employees in Table 3. COUNCIL ACTION REQUESTED Motion to approve hiring the seasonal employee as in the list above. Prepared By: JG Reviewed By: Approved By: j1 AGENDA ITEM Item No.: 7 Item Description: Photo Copier Lease Date: August 27, 2018 Presenter: Ron Olson Agenda Consent Agenda Finance Director Section: 1. Purpose. To enter into a lease agreement with Metro Sales Inc for copier services. 2. Background. The City has leased photo copiers from Advanced Imaging Systems for over ten years. There are a total of four copiers: two in city hall, one in the police department and one in the public works building that are covered by three leases. Two of the three leases are currently in renewal. In addition, the switch to paperless packets has significantly reduced the number of copies that are being made, so it makes sense to enter into new agreements that include fewer monthly copies. The public works copier is currently a black and white Konica Minolta model. This will be replaced with a similar Ricoh machine that can print in color. Color is needed for printing maps/plans that can be used in the field. The police copier, a Sharp color copier will be replaced with a similar class Ricoh machine. The main copier in city hall is a Konica Minolta that will be replaced by a similarly featured Ricoh machine. The backup copier is a black and white Konica Minolta that will be replaced by a similar Ricoh machine that is capable of printing in color. This copier will be moved from the copy room to the Building and Zoning Department where it will replace the Department's color printer. 3. Cost. The City solicited and received three quotes. The current lease amount for copiers is $1,845.40. All three quotes are significantly less than our current cost. Vendor — Copier Brand Monthly Cost 48mo Monthly Cost 60mo MOTG -Xerox $ 887.00 $ 728.00 Metro Sales — Ricoh $ 869.00 $ 769.00 AIS — Konica Minolta $1,015.00 $ 888.00 4. Funding. The new copier lease will be paid for with funds already budgeted for our current copier leases. The new lease amount of $769.00 represents a monthly savings of $1,076.40. 5. Staff Recommendation. Staff is recommending entering into a lease with Metro Sales. While their cost is $61.00 per month higher than MOTG, they have additional benefits over MOTG. For example, the copiers quoted for PW, Police, and the backup City Hall copier are a step above the MOTG (30pages/min vs 25 pages/min). The Ricoh copiers also come with standard security built in, including drive wiping and data encryption. This is especially important with police or payroll documents which often contain non-public data. Finally, in meeting with the vendors, staff had a much higher comfort level with the Metro Sales staff. COUNCIL ACTION REQUESTED Motion to authorize staff to enter into a 60 month lease agreement with Metro Sales for copier services. Exhibits Exhibit A. Metro Sales Offer Sheet Exhibit B. Copier Brochures Prepared By: Jiji9 Reviewed By: 5b Approved By: _19X METRO SALES INC.. Proposed Solution for Orono City Offices Ricoh MPC 6004ex MP C307spf MPC 3004ex (PD) MPC 3004ex (CW) Formax FD6102 • #1 Rated Machines on the Market for Quality, Reliability, & User Friendliness • Adds Full Color Machines to All Offices + Fax Feature on Main Machine • Superior Features & Specifications Compared to Competitors — See Values Page • Includes a Formax FD6102 Folder / Inserter for your Mailing Projects • All include the Much Faster Scanning Capabilities — More Productivity • Option to Add PPDM Software Scan to Word, Ex, Txt PDF & Blank Page Removal • Quarterly Reviews to Make Sure You're In the Best Program • Automatic Meter Readings and Supply Alerts • Most User Friendly Interface on the Market— Customized Job Projects / Department Folders • Full 4800x1200 DPI Resolution Color— Marketing Quality 60 Month FMV Lease: $499.00/Month (Folder+$97.76/month 48 Month FMV Lease: $599.00/Month (Folder+$117.65/month Maintenance Plan • B/W Images Billed @.0086 • Color Images Billed @ .0499 • C30T .015 b/w & .099 color • Single -Click 11x17 Size Paper — No Charges for Scanning • Includes all service, preventive maintenance, parts, labor, and unlimited supplies (toner, developer and drums) excluding paper RICOH imagine. change. 31131 42136 cpm cpm Turn limited space into an advantage Improve your workgroup's productivity and economics by keeping more jobs in-house with the RICOH' MP C307/MP C407 color laser multifunction printers (MFPs). With all -in -one print, copy, scan, fax, local storage and cloud capabilities, the MP C307/MP C407 become your workgroup's Information Management Hubs—where print and digital documents come together as unified workflows to help streamline collaboration -- ancd-Trrure: Larger workgroups that generate higher volumes of output may prefer the faster MP C407 with "workhorse" performance, speedily powering through large, graphics -intensive files. • MP C307: 31 ppm (Color), 31 ppm (B&W) • MP C407: 36 ppm (Color), 42 ppm (B&W) • Print, copy, fax and scan (up to 80 images per minute) • Support sheet sizes up to 8.5" x 14" • Safeguard proprietary information from unauthorized access and erase or encrypt information on the local hard drive Efficient workgroups Get more work done in less time—even when space is limited Increase your productivity While the MP C307 /MP C407 MFPs may not take up much space, they pack in many robust features to help you increase productivity with fast print and copy speeds. Save valuable time waiting for warm-up and jobs to start thanks to fast first -print times for both color and black -and -white output. Ultimately, speed means little if your MFP isn't backed up by enough processing power to avoid user frustration. The MP C307/ MP C407 come with a standard Intel 1.46 GHz processor and 2 GB RAM to easily handle large files and process multiple jobs at once. Digitize documents at the speed of business Scan two-sided documents with the MP C307/MP C407's standard single - pass document feeders at speeds up to 80 ipm and 600 dpi resolution, freeing you to digitize large volumes of documents. Standard on both MFPs, RICOH' PageKeeper* helps to keep scanning jobs running smoothly as it detects—and stops—your MFP from feeding multiple sheets. Types of scanning include: Scan -to -Email (SMTP/POP3), Scan -to -Folder (SMB/ FTP), Scan -to -Media (USB/SD card), plus Network TWAIN scanning. Now, you can efficiently store and share print documents as easily as digital information—in PDF, TIFF, JPEG and other common formats. Never lose a document again with optional OCR scanning, allowing you to create searchable PDFs. *PageKeeper models only. Bring color documents to life Create professional -looking documents with print -shop quality color in-house when you need them. Standard PostScript helps to transform your documents with colors that appear more brilliant and text that reads crisper and clearer. Impress your customers with proposals, presentations and other vital documents in 1200 x 1200 dpi resolution. Streamline everyday tasks Save time and automate repetitive tasks with the RICOH Smart Operation Panel (SOP)—standard on the MP C307/MP C407. The SOP's large 10.1" color touch screen offers intuitive, tablet -like functionality, even allowing you to customize shortcuts and prioritize apps that help to make your work life more efficient. Speed through jobs with one -touch convenience, and watch how-to videos for quick self-help. Qul,k Upg Efficient workplaces Embrace mobile innovation Thrive in the "everywhere workplace" as you connect your mobile devices to the MP C307/MP C407. When your mobile devices are connected to the same network as the MP C307/MP C407, use AirPrint® to connect iOS devices or Mopria'" for Android devices. With the RICOH Smart Device Connector App, connect to the MP C307/MP C407 and initiate print, scan, copy and fax jobs right from your smart device. Also print files on your device(s) or cloud storage, and scan directly to cloud storage. Users can connect via NFC or QR code to the MP C307/MP C407 without needing to go onto the corporate network. Support diverse media and large workloads Maximize the value of your investment as you take on a wide array of print jobs and easily scale for increased output with the MP C307/MP C407. Instead of interrupting workflows to refill paper trays, simply add two optional 500 -Sheet paper feed units, expanding the standard 350 -Sheet capacity up to 1,350 sheets. Support thick media up to 120 lbs. index and large -format media up to 23.6" via the bypass tray. Also print on letterhead, transparencies and labels. Safeguard sensitive information Be proactive about avoiding data breaches that could hurt you and your customers. As your workgroup's information management hub, the MP C307/MP C407 provides crucial safeguards to help protect sensitive information from unauthorized access, data leakage and network security threats. SSL/TLS and IP address filtering help to create secure connections and authenticate users. Also manage user access with an NFC card reader plus ensure critical documents are secure by using Locked Print, which requires a user to enter a passcode before the job is printed. Secure local storage includes standard data encryption and Data Overwrite Security System (DOSS), which overwrites latent data on the hard disk drive. Efficient workplaces Simplify device management Manage the MP C307/MP C407 from almost anywhere via utilities from Ricoh such as Web Image Monitor and @Remote. With Web Image Monitor, your IT team can remotely configure the MFPs and painlessly change security settings through guided pop-up dialog boxes. In the event of a power outage, you can get back to business quickly with Remote Power -On. Also manage user access and set user permissions. Maximize uptime and efficiency with auto -notifications when supplies like paper need to be replenished. More workflow enhancements Take your efficiency to another level with unique features on the MP C307/MP C407 to help you eliminate waste and finish jobs faster. Store up to 3,000 documents—from forwarded faxes to frequently used forms and documents—on the standard document server. Now, print on -demand rather than pile up wasteful pre-printed forms. Also, search and view locally stored documents from your desktop. The ID Card Copy feature makes it easy to copy the front and back of identification and insurance cards onto a single sheet of paper. Low environmental impact Committed to reducing your environmental impact, the MP C307/MP C407 are EPEAr Gold rated* and ENERGY STAR® certified, and offer a low Typical Electricity Consumption (TEC) of just 1.2 KWh/week (1.8 KWh/week for the MP C407). And with an 8 -second recovery from Sleep Mode, the MP C307/MP C407 help your office save on energy costs without slowing down. Reduce costs further by using less paper with standard two-sided printing. Recycle toner cartridges through Ricoh's Cartridge Return Program to help maintain a low environmental impact. *EPEAT rating is applicable only in the USA. < pfpy, Pdyer Reb[Ibn cowunaft 41 % 73a� PL.. � — o1 �–, "-as * pax V cab..i aileda Cmbk* Wirado, Uwg 2 Wed --pw,"—PVft _W� Own your workstyle O % Quick Scanner Just because you move among different workgroups or offices, it doesn't mean you can't bring your workstyle with you. Enjoy a consistent experience anywhere you work on an MP C307/MP C407 or another Ricoh device with the O Make your MFP work for you: The Smart Operation Panel is your portal to productivity. On the 10.1" touch screen, find information quickly and accelerate workflows with shortcuts—including personalizing three persistent shortcuts at the top left of the panel. Simplify document creation with convenient previews in which you can configure detailed layout options. Additionally, change the look and layout of your SOP's user interface per your preferences. © Simplified Quick Screens: Quick User Interface screens provide access to basic features on one screen to help simplify print, copy, scan and fax jobs. Large icons provide a user-friendly interface for novice or one-time users as well as the ability to preview your job prior to transmission for accuracy. jsmith�atficecom � 1 RICOH Smart Operation Panel — and benefit from the same apps and enterprise solutions for smarter automation, information security and more. © Application Site: Select easy-to-use apps from the convenient RICOH Application Site to automate many of your most time-consuming tasks. Place them on the home screen as easily identifiable one -touch shortcuts. With a single tap, you can add specific features to copy, print, scan and fax with less hassle and fewer delays. ® How -to -videos: Access an extensive library of self- help videos directly from the Smart Operation Panel. The easy -to -follow tutorials guide you through basic MFP operations, troubleshooting, customizing controls and more to help you boost productivity and standardize the user experience. © Web browser: Access websites directly from your MFP as though you were using a personal smart device. Convert a web page into a hardcopy document in seconds. Workstyle innovation for workgroups Explore the key features of the MP C307/MP C407 that help color printing to mobile printing and high-speed document to meet the requirements of your workgroup's changing scanning for cloud services. workstyle — from affordable in-house high-resolution 0 Smart Operation Panel (SOP): Run solutions - focused smart apps on the Android -based 10.1" Smart Operation Panel (SOP) with a user interface that's as easy to use as a personal smart device. O The SOP also features a USB and SD card slots for scanning to and printing from portable media. © Single Pass Document Feeder (SPDF) : Get high- resolution scanning with speeds up to 80 ipm by simultaneously scanning both sides of documents up O to 8.5" x 11 ". © NFC user authentication: Embedded software for Near Field Communication (NFC) user authentication is standard. With the optional NFC card reader, you can quickly authenticate via NFC -enabled proximity cards. Paper -feeding capacity: Expand the standard 350 -sheet capacity to 1,350 sheets from four independent paper supply sources with the addition of two optional 500 -Sheet Paper Feed Units. Bypass tray holds up to 100 sheets, supporting thick media up to 120 lbs. index and large -format media up to 23.6". © Paper output capacity: Standard output capacity of 100 sheets, expandable to 200 sheets with the addition of the optional 100 -sheet One Bin Tray. The One Bin Tray offers the added advantage of separating print and copy or copy and fax output for faster, easier document retrieval. PageKeeper: A multi -feed detection sensor that automatically stops a scanning job when more than one sheet is fed through the single pass document feeder. Avoid delays and errors with a more reliable scanning workflow. Mobile printing: It's easy to connect your mobile device to the MP C307/MP C407 and stay productive while on the move. Connect your NFC -enabled device by simply placing it near the attached NFC tag. For added functionality download the RICOH Smart Device Connector app and connect quickly to the MFP using a QR code – no need to access the network. You'll be able to initiate print, copy, scan and fax jobs right from your mobile device. And when network access is available, use AirPrint® to connect iPhones and iPads and Mopria'" for Android -based smartphones and tablets. Q Powerful Controller and local storage: Ricoh's next generation architecture controller equipped with a powerful Intel 1.46 GHz processor and 2 GB standard RAM process complex files quickly and keep pace with your busy work day. Standard 320 GB HDD provides a Document Server to store inbound faxes and frequently used forms. General Specifications Configuration MP C307; 417839 Memory Capacity MP C407; 417847 Hard Disk Drive MP C307 with PageKeeper; 418044 Page Description MP C407 with PageKeeper; 418045 Scanning Element One-dimensional solid scanning through 13 CCD; CIS sensor scans backside of SPDF Printing Process Dry electrostatic transfer system with dual Maximum Print component development; 4 -drum method System Memory 2 GB (RAM) Output Speed (LT) MP C307: B&W - 31 ppm; Full Color - Quick Dial 31 ppm Optional Interfaces MP C407: B&W -42 ppm; Full Color - Standard Features 36 ppm First -Print Time (LT) MP C307: B&W - less than 7.2 seconds; Full - Network Operating Color - less than 11 seconds Windows Systems MP C407: B&W - less than 6.2 seconds; Full Color - less than 10.5 seconds Recovery Time from MP C307: 8.2 seconds Sleep Mode MP C407: 8 seconds Copy Resolution 600 x 600 dpi (Print: 1,200 x 1,200 dpi) Exposure Adjustment Manual and automatic Multiple Copies Up to 999 Document Feeder Single Pass Document Feeder (SPDF) Dimension (WxDxH) (Standard) Original Capacity 50 sheets (SPDF) Paper Sizes Standard Tray: 5.5" x 8.5" to 8.5" x 11 " Optional Trays: 5.5" x 8.5" to 8.5" x 14" Other Printer Features Bypass Tray: 3.0" x 5.4" to 8.5" x 23.6" Duplex Unit: 5.5" x 8.5" to 8.5" x 14" Paper Weights Standard Trays: 16 - 43 Ib. Bond (60 - 163 g/m2) Optional Trays: 16 - 43 Ib. Bond (60 - 163 g/m') Bypass Tray: 16 - 58 Ib. Bond (60 - 220 g/m') Duplex Unit: 16-43 lb. Bond (60 - 163 g/m') Exposure Glass Up to 8.5" x 14" Input Capacity Standard: 250 sheets + 100 -Sheet Bypass Scanner Specifications Tray 80ipm @ 300dpi full color and B&W Optional: 500 sheets x 1 or 2 Trays Duplex Maximum: 1,350 sheets Output Capacity Standard: 100 sheets Main: 8.5" (216 mm) Optional: 200 sheets (total) with Sub: 14.0" (356 mm) One Bin Tray Paper Types Plain, Recycled, Colored, Letterhead, Full -Color: JPEG Preprinted, Bond, Card Stock, Special, B&W: Text, Text/Line Art, Text/Photo, Coated, Waterproof, Back Copied, Thick*, Photo, Grayscale OHP (Transparency)*, Envelopes*, Label Full -Color: Text/Photo, Glossy Photo, Stock* Auto Duplex Standard Zoom 25% to 400% in 1 % increments Preset Reduction and 65%, 78%, 93%,100%,129%,155% Enlargement Ratios Optional Interfaces Dimensions (WxDxH) 19.6" x 23.0" x 20.1 " (498mm x 585mm x Single/Multi Page TIFF, Single/Multi Page 510mm) Weight Less than 101.4 lbs (46 kg) Power Requirements 120-127V, 60Hz,10A Power Consumption Less than 1.3 KW (max.); Scan -to -Email (POP, SMTP, TCP/IP); 0.81 W (sleep mode) TEC— MP C307: 1.2 kWh/week TWAIN Scanning; Scan -to -Media (USB/SD) MP C407:1.8 kWh/week Standard Features Document Server, JavaTM, Poster Copy, URL, Scanned File Naming, Scan File Type ID Card Copy, Auto Tray Switch, Auto Selection, LDAP Support, Preview Before Start, Auto Off Timer, Energy Saver Transmission, PDF Encryption, Drop Out Timer, Color Balance Adjustment, Color Color Send, TWAIN Scan, Universal Send, Balance Program, Auto Color Calibration, PDF/Digitally Signed PDF/PDF/A, Distributed Combine Copy, Electronic Sort, Photo Scan Management, PageKeeper Mode, Series Copy, Job Programs, User Codes (1,000), Simplified Display, Login/ Logout Button, Eco -friendly Indicator *Bypass Tray only. **Typical Electricity Consumption by ENERGY STAR° Program. R 1 CO H www.ricoh-usa.com imagine. change. Printer Specifications CPU 1.46 GHz Intel Memory Capacity 2 GB Hard Disk Drive 320 GB Page Description Standard: PCL5c/6, PostScript 3, Languages PDF Direct 13 Optional: Adobe® PostScript®3'", PDF Transmission Speed Direct, XPS Direct Print Maximum Print 1200 x 1200 dpi Resolution 4 MB (approx. 320 pages) Standard Interfaces Ethernet (10BASE-T/100BASE-TX/1000BASE-T), Quick Dial USB 2.0 (Type A), SO Card Slot Optional Interfaces Wireless LAN IEEE 802.11 a/b/g/n and IEEE Standard Features 1284/ECP, USB 2.0 Type B Network Protocols TCP/IP (IPv4, IPv6) Network Operating Windows Vista/7/8/8.1/10/Server Windows Systems 2008/Server 2008R2/Server 2012/Server 2012R2; UNIX Filters for Sun Solaris 9/10; HP -UX 11.x/11 iv2/11 iv3; Red Hat® Linux Hardware Options Enterprise V4, V5, V6; SCO OpenServer Paper Feed Unit PB1080 5.0.7/6.0; IBM AIX Version 5L, 5.3, 6.1, Paper Size 7.1; SAP R/3, device type: barcode and Paper Weight OCR package; Mac OSX 10.8 or later, Paper Capacity Citrix® XenApp 6, 5+, Xen Desktop 7.0+; Dimension (WxDxH) IBM i5eries/AS/400 — using 05/400 host print transform Utilities ®Remote, Device Manager NX, Web Image Monitor Other Printer Features Media Direct Print (Print -from USB/SD), Sample/Locked/Hold/Scheduled/Stored Print, Banner Page Print, Poster Print, Unauthorized Copy Control, User ID, User Code, Classification Code, Layout (N -up), Watermark, Collate, CLP Simulation, Bonjour Support, PDF Direct Print, Windows Active Directory Support, DDNS Support, PCL Resident Font Adoption, Universal Driver, WS Printer, 1200 dpi Support, XPS Support, Auto Job Promotion, Mail -to -Print Scanner Specifications Scanning Speed 80ipm @ 300dpi full color and B&W Duplex Scanning Resolution 100, 200, 300, 400, 600 dpi Scan Area Main: 8.5" (216 mm) Sub: 14.0" (356 mm) Compression Method B&W: TIFF (MH, MR, MMR, JBIG2), Grayscale Full -Color: JPEG Scan Mode B&W: Text, Text/Line Art, Text/Photo, Photo, Grayscale Full -Color: Text/Photo, Glossy Photo, Standard Auto Color Select Standard Interfaces Ethernet 10BASE-T/10013ASE-TX/1000BASE-T, USB Type A and SO Card via. Smart Operation Panel Optional Interfaces Wireless LAN (IEEE 802.1 la/b/g/n) File Formats Single/Multi Page TIFF, Single/Multi Page PDF, Single/Multi Page High Compression PDF, Single/Multi Page PDF/A and Single Page JPEG Scan Modes Supported Scan -to -Email (POP, SMTP, TCP/IP); Scan -to -Folder (SMB/FTP); Network TWAIN Scanning; Scan -to -Media (USB/SD) Standard Features WS -Scanner, Scan to EmaiVSMB/ FTP/ URL, Scanned File Naming, Scan File Type Selection, LDAP Support, Preview Before Transmission, PDF Encryption, Drop Out Color Send, TWAIN Scan, Universal Send, PDF/Digitally Signed PDF/PDF/A, Distributed Scan Management, PageKeeper Ricoh USA, Inc., 70 Valley Stream Parkway, Malvern, PA 19355, 1-800-63-RICOH Ricoh• and the Ricoh logo are registered trad rks of Ricoh Company, Ltd. All other trademarks are the property of their respective owners 02017. Ricoh USA, Inc. All rights reserved. The content of this document, and the appearance, features and specifications of Ricoh products and servims are subject to change from time to time without notice. Products are shown with optional features. While care has been taken to ensure the accuracy of this Information, Ricoh makes no representation or warranties about the accuracy, completeness or adequacy of the Information contained herein, and shall not be liable for any errorz or omissions In these materials. Actual results will vary depending upon use of the products and services, and the conditions and factors affecting performance. The only wanacres for Ricoh products and services are asset forth In the express warranty statements accompanying them. R3833 -C Fax Specifications Type ITU -T CCITT G3 Circuit PSTN, PBX Resolution 200 x 100 dpi, 200 x 200 dpi r13 33.6K - 2,400 bps with Auto Shift Down Compression Method MH, MR, MMR, JBIG 13 30 pages per minute Transmission Speed Approx. 2 seconds/page (200 x 100 dpi, Fax Specifications Type ITU -T CCITT G3 Circuit PSTN, PBX Resolution 200 x 100 dpi, 200 x 200 dpi Modem Speed 33.6K - 2,400 bps with Auto Shift Down Compression Method MH, MR, MMR, JBIG Scan Speed 30 pages per minute Transmission Speed Approx. 2 seconds/page (200 x 100 dpi, JBIG) Memory 4 MB (approx. 320 pages) Memory Backup 1 hour Quick Dial 2,000 numbers Group Dials 100 groups (max. 500 numbers per group) Standard Features Detection of Misplaced Documents, Double Check Destination Address, Direct SMTP, Serial Broadcasting, Fax Forward to En iV Folder, Internet Fax (F.37), IP Fax (F.38), LAN Fax, Remote Fax (optional), Paperless Fax, LDAP Support, Universal Send Hardware Options Paper Feed Unit PB1080 Paper Size 5.5" x 8.5" SEF, 8.5" x 14" SEF Paper Weight 16 - 43 Ib. Bond (60 - 163 g/m2) Paper Capacity 500 sheets x 1 or 2 trays Dimension (WxDxH) 19.6" x 21.7" x 5.9" (498 mm x 552 mm x 150 mm) Weight 23 Ibs./10.4 kg. 1 Bin Tray BN1030 Paper Size 5.5" x 8.5" SEF to 8.5" x 14" SEF Paper Weight 16 - 43 Ib. Bond (60 - 163 g/m2) Paper Capacity 200 sheets (total output with standard tray) Additional Options Low Cabinet,Medium Cabinet, High Cabinet, Fax Connection Unit Type M28, XPS Direct Print Option Type M28, IEEE 1284 Interface Board Type M19, IEEE802.11 IEEE 802.11 a/g/n Interface Unit Type M19, File Format Converter Type M19, NEC Card Reader Type M13, OCR Unit Type M13, Embedded HotSpot Type S, PostScript Unit Type M28; i -Bin Tray BN1030, Extended USB Board Type M19, ESP XG-PCS- 15D Power Filter, ESP S1 Power Filter Security Network User Authentication, IF Address Filtering, HDD Data Overwrite, HDD Encryption, Copy Guard Security, Secure Print, Encrypted Secure Print, Encrypted PDF Mode, Digitally Signed PDF, IF Sec, SSL/TLS, SNMPv3, SMTP over SSL, Security for IEEE 802.11 i/w, IPv6, Transport Layer Security Specifications are subject to change without notice. Some features may require additional options. For maximum performance and yield, we recommend using genuine Ricoh parts and supplies. RICOH imagine. change. 30 35 ppm ppm Extend what you can do effortlessly You're full of big ideas — but you've had your fill waiting to share them with others. Use the extended capabilities of the RICOH MP C3004ex/MP C3504ex Color Multifunction PrinterINW) — including service `support, connectivity, customization and workflow apps — to simplify how you m formation throughout the office and across the world. Automate everyday tasks with customized ico'4 e 10.1 "-wide Smart Operation Panel and Workstyle Innovation Technology. Receive fast, reliable support at the touch of your finger with Web Help*. Add more convenient widgets and apps for easier access to critical information..., Grab files from cloud -based applications with your personal mobile device and print them at the MFP,.rl, advanced scanning and paperless faxing to share messages instantly. Plus, you can choose frorq,,@ le paper and finishing options to produce output sure to impress. • Produce up to 0 or 35 color prints per minute • Use the intuiti Smart Operati Panel touchscreen to expedite everyday tasks • Print and shar information on the go ur personal mobile device • Highlight info ation with breathtaking colors ofessional finishing • Help protect currents, data and devices with encrypti and authentication tools • Download th mart Device Connector app to print, sca and share ments from your mobile device the MFP and connect seamlessly to Rico projectors and inter whiteboards • Take advanta of eco -friendly features to reduce opera g costs without compro ising business prod tivity *When enabled, inte et connection required. i Customize the way you work Move information quickly, anywhere at any time Add a personal touch to every job You know exactly what needs to be done. Use the MP C3004ex/ MP C3504ex to get it done faster. It's designed with Workstyle Innovation Technology, so you can use the same tablet -like gestures you use on your smartphone or tablet to create customized shortcuts for frequently used workflows on the 10.1 "-wide Super VGA Smart Operation Panel (SOP). Simply tap one of the icons from the Home Screen to bypass time-consuming manual steps to scan images, print color brochures, fax invoices to a client and more. For faster scanning of two- sided identity documents, tap on the ID Card Copy app and the device scans both sides onto a single -sided document for easier reading with less waste. Use the OCR option to create keyword searchable PDF files for easier retrieval at a later time from an embedded Document Server. Tap into a smarter way to work Finding the best way to improve productivity is pretty straightforward. Use the easy -to -follow design of the Smart Operation Panel to perform document management tasks swiftly and accurately. With SOP Designer, you can have your Home Screen customized by our technicians with a corporate logo, shortcut icons, messages and more. Choose smart apps to simplify everyday printing, scanning, copying and faxing workflows. For example, you can add, check and confirm scan -to destinations and change settings with incredible ease with fingertip precision. Use the Quick Copy widget to start copying instantly. Add other widgets and program apps to set shortcuts, adjust settings, check system status, access online data and more in seconds. With plug -and -play Ricoh or third party software solutions, you can digitize more tasks to significantly reduce paper and operating costs. Complete more jobs with fewer delays The more your audience waits, the more likely they will find information elsewhere. Use the MP C3004ex/MP C3504ex to instantly access up to 3,000 frequently used documents stored on the device. Or, you can use your personal mobile device or our web -enabled Integrated Cloud Environment (ICE) to scan, capture and share information with cloud -based applications without servers, system integration or software updates. Scan two-sided hard copy documents at 180 ipm with the 220 -sheet Single Pass Document Feeder. Take advantage of a wide range of scan -to capabilities to share the information digitally with anyone, anywhere. For output, use RICOH Device Software Manager and install print drivers without assistance in only moments. For more complex tasks, use standard PostScript and PDF Direct Print emulation to process even your biggest jobs quickly. 1ru loll k Multitask at a faster pace Get in touch with all -in -one convenience There's no shortage of things to do or information to share, but you are short on time. Use the MP C3004ex/MP C3504ex to perform everyday office tasks with incredible speed and ease. With a built-in motion sensor, the Smart Operation Panel responds with half -second recovery from Sleep Mode when the user taps on the panel to begin job entry. Print colorful presentations, images, brochures and more at up to 30 or 35 pages per minute and grab them on your way to an important meeting. Send full-color scans of floor plans, schematics and photos via email. Copy handwritten notes for your colleagues. Send a contract via fax without wasting paper or wondering if it was received. With an optional maximum paper capacity of up to 4,700 sheets, you can manage more projects with fewer interruptions so you can transition quickly from one revenue -generating project to the next. Add color to look even brighter Stand out from the crowd by delivering information that jumps off the page. As the MP C3004ex/MP C3504ex processes each file, it recalibrates itself so colors remain vivid with up to 1200 dpi resolution from the first page to the last without deterioration. By using our PxP®-EQ toner, you can produce precise text and images with outstanding readability. To give your photos, brochures, presentations and other graphics -intensive documents a more professional look, choose the optional Fiery® E -23C Color Controller for exceptional spot - color reproductions using RGB and CMYK colors. You can even create banners or combine multiple images on separate sheets to create posters with the MFP instead of hunting down a wide -format device. Work wherever you are Your workload isn't going to stop. Why should you? Use your smartphone or tablet to locate the MFP and print on the move without utilities, software or drivers. Just download the RICOH Smart Device Connector app and connect to the MP C3004ex/MP C3504ex automatically by touching your smart device to the MFP's Near Field Communication (NFC) tag or by reading a QR code on the control panel. From there, print, scan and share documents and photos between the MFP and your smartphone or tablet instantly. Access the address book in your smart device to send copies of documents and fax messages from the MFP directly to your contacts. Print emails with images or PDF attachments. With the app you can also grab information from cloud storage or on your personal mobile device for fast, convenient printing at the MFP. Or, use the same app to display information from your personal mobile device directly to Ricoh projectors and interactive whiteboards to showcase your best ideas in meetings and conferences. � . inasrr.rrr Make easier and safer collaboration automatic Support a smarter way to work Know where to find help when you need it most. When enabled, the MP C3004ex/MP C3504ex offers comprehensive "smart support" capabilities designed specifically to minimize delays and interruptions. With RemoteConnect Support, technicians can access your device remotely to diagnose and resolve issues in real time. With the new Remote Panel Operation tool, IT managers and network administrators can easily program, monitor and change settings for each device on their network. The Automatic Remote Firmware function allows you to keep your fleet of devices up to date with the latest firmware, minimizing downtime and maximizing productivity. Use the convenient Web Help feature to find quick answers about the most common functions and operation of your MFP. In addition, you can access the Ricoh Application Site and download our How-to Videos app for easy -to -follow guidance on basic MFP operations. Keep tabs on what's most important Your ideas can only make an impact if they reach the right people. Use advanced security capabilities to help address key device, data and network security issues. Restrict access to the device with User Authentication and force users to log in by entering a passcode. With the MFP's embedded Quick Card authentication, users can swipe their ID card at an optional card reader for access. Keep documents in the right hands with Locked Print. It ensures print jobs for mobile users remain secure until released at the MFP. Use copy data security features to mask sensitive information on unauthorized copies. Ensure data left behind is secured, too. Encryption tools protect data in transit and RICOH Data Ove rwriteSecurity System (DOSS) automatically overwrites latent information on the hard drive. Save your resources Improve your bottom line while protecting the environment with multiple features designed specifically to reduce energy and resource costs. The devices meet EPEAT' Gold criteria* and are ENERGY STAR' certified. The MP C3004ex offers Typical Electricity Consumption (TEC) of 1.2 kWh/week. Cut paper usage with default duplex printing. Reduce energy usage when you're out of the office by programming the MFP to power on or off to coincide with office work hours. The system is also equipped with an innovative motion sensor, which senses an approaching user by detecting the differences in body temperature versus the surrounding environment, so it can recover from Sleep Mode quickly and allow key input within one second of the user touching the panel. *EPEAT Gold rating is applicable only in the USA. 0 To view detailed features of our multifunction products online go to www.ricoh-usa.com/products Perform more jobs with fewer hassles O Smart Operation Panel: Choose from multiple intuitive user interfaces to customize and automate workflows on the 10.1 "-wide Super VGA Smart Operation Panel. Create shortcut icons, add convenient widgets and access information with one -touch control using the same motions you use on your smartphone or tablet. O 220 -Sheet Single Pass Document Feeder (SPDF): Copy, scan and fax two-sided full-color and black - and -white documents at high speeds in a single pass. O User Authentication: Use embedded Quick Card authentication technology and an optional NFC or HID card reader to track activity for every user who logs in by proximity card. O Paper Trays (Standard): With two 550 -sheet paper trays, one of which can accommodate paper sizes up to 12" x 18", you can produce more jobs with fewer reloads. O 100 -Sheet Bypass Tray: Feed larger paper sizes — including envelopes and sheet sizes up to 12.6" x 49.6" — to create and share a wider range of deliverables with your audiences. Add an optional Banner Paper Guide Tray for impressive banner printing. O Document Server: Access up to 3,000 frequently used files on the MFP's hard drive in moments. Create up to 200 shared or passcode-protected personal folders to store the digital files. O Tandem Large Capacity Tray (Optional): Add more capacity for extended runs of 8.5" x 11" sizes with two 1,000 -sheet paper trays. O 1,500 -Sheet Side Large Capacity Tray (Optional): Maximize uptime by extending capacity by up to 1,500 sheets of letter -sized paper. O 125 -Sheet One -Bin Tray (Optional): Separate output so users can retrieve documents quickly. �i 1,000 -Sheet External Hybrid Stapleless + Stapler Finisher (Optional): Use the stapleless feature for smaller document sets (up to five sheets). Need a larger document set? The finisher automatically staples for six or more sheets. In addition, you can choose from a wide range of other available finishers (see table on page 7). Web Browser: Take advantage of the built-in web browser to search for web pages directly from the Smart Operation Panel. ® Motion Sensor: Senses approaching users and awakens the Smart Operation Panel from Sleep Mode so it is ready to begin key input within one second of the user touching the screen. Put your best finishing touches on display Add the finishing touches so your message connects with your audience every time. With the External Hybrid Stapleless + Stapler Finisher, you can conserve resources by eliminating staples entirely for document sets with five or fewer pages. For document sets from 6 — 50 pages, the finisher automatically converts to staples. Or, choose the Internal Stapleless Finisher and get the same staple -free capability. Both stapleless finishers are ideal for educational, manufacturing and healthcare environments. Looking for a finisher to accommodate your unique requirements? Simply choose the one with the advanced paper handling, stacking and stapling capabilities you need most. Automate finishing tasks to give your projects a professional -grade look that's sure to get noticed without compromising your time or budget. SR3180 Internal Finisher SR3130 Internal Finisher SR3210 External Finisher SR3220 External Booklet Finisher �L SR3180 Internal 250 Sheets N/A N/A Up to 5 Sheets SR3130 Internal 500 Sheets Option N/A N/A SR3210 External Finisher Paper Capacity Hole -Punch Saddle Stitch Stapleless SR3180 Internal 250 Sheets N/A N/A Up to 5 Sheets SR3130 Internal 500 Sheets Option N/A N/A SR3210 External 1,000 Sheets Option N/A Stapleless — Up to 5 SheetsAuto Stapled — Up to 50 Sheets (LTR) SR3220 External 1,000 Sheets Option Up to 15 Sheets N/A General Specifications Printing Process 4 -Drum Method Output Speed MP C3004ex: 30 -ppm B&W & (Copy/Print) Full -Color (LTR) Weight MP C3504ex: 35 -ppm B&W & Power Requirements Full -Color (LTR) Warm -Up Time 25 seconds Recovery from 6.9 seconds Sleep Mode MP C3504ex: 1.3 kWh/Week First Copy Time 7.1/4.6 seconds (Full-Color/B&W) Equipment Test Procedure Copy Resolution 600 dpi Quantity Indicator Up to 999 copies Single Pass Document Original Capacity: 220 sheets Feeder (SPDF) Original Size: 5.5" x 8.5" — 11 " x 17" Page Description (AS — A3) Languages Paper Weights: Simplex: 11— 34 Ib. Bond (40 — 128 g/m2), Duplex: 14 — 34 Ib. Bond (52 — 128 g/m') Paper Capacity Standard: 2 x 550 sheets + 100 -Sheet Bypass Tray, Maximum: 4,700 sheets (w/Fandem LCT +Side LCT) Supported Paper Sizes 1st Paper Tray: 8.5" x 11 " (A4) 2nd Paper Tray: 5.5" x 8.5" — 12" x 18" (A6 — A3), Envelopes Max. Print Resolution Bypass: Up to 12" x 18", Envelopes Network Interfaces Custom Sizes: Width: 3.5" — 12.6" (90 — 320 mm), Length: 5.8" — 49.6" (148— 1260 mm) Supported Paper Standard Trays: 16 — 80 Ib. Bond/ Weights 166 Ib. Index (60 — 300 g/m') Network Protocol Bypass Tray: 14 — 80 Ib. Bond/ 166 Ib. Index (52 — 300 g/m') Duplex Unit: 14 — 68 Ib. Bond/ 142 Ib. Index (52 — 256 g/m') Paper Types Plain, Recycled, Special Paper 1-3, Letterhead, Cardstock, Preprinted Paper, Bond Paper, High -Gloss Coated Paper, Color Paper, Envelopes, Coated, Labels* & OHP* Auto Duplex Standard Output Capacity Standard: 500 sheets Maximum: 1,625 sheets Zoom 25% — 400% in 1 % increments Dimensions (WxDxH) 26.3" x 29.1 " x 47.5" (668 x 738 x 1205 mm) (Includes SPDF and Two -Tray Paper Bank) Weight 223 lbs. (101 kg) Power Requirements 120V — 127V, 50Hz, 15A Power Consumption 1,584W or less; Sleep Mode: 0.8W TEC Value** MP C3004ex: 1.2 kWh/week MP C3504ex: 1.3 kWh/Week *Bypass Tray Only * Typical Electricity Consumption by ENERGY STAR Qualified Imaging Equipment Test Procedure Printer Specifications (Standard) CPU Intel Atom Processor Bay Trail 1.33 GHz Memory /HDD 2 GB RAM/250 GB HDD Standard & 4 GB RAM/250 GB HDD Option Page Description Standard: PCL5c, PCL6, PostScript'3'" Languages Emulation, PDF Direct Print Emulation Optional: Genuine Adobe' PostScripr3-, Adobe' PDF Direct Print, PictBridge' Font Support Standard: PCL: 45 Roman fonts+ 13 International fonts; PostScript'3'" Emulation: 80 Roman fonts + 13 International fonts Optional: Genuine Adobe' PostScript'K: 136 Roman fonts Max. Print Resolution 1200 x 1200 dpi Network Interfaces Standard: 1000Base-T/10OBase-TX/ I OBase-T Ethernet, USB2.0 Type A (3 Ports), SO Slot on Operation Panel Optional: IEEE1284/ECP; IEEE802.11a/Wn; USB2.0 Type B Network Protocol TCP/IP (IPv4, IPA Support Network/OS Windows' Vista/7/8.1/10/Server 2008/Server 2008R2/ Server2012/ SeNer20l2R2/Server 2016 Unix: Sun Solaris, HP -UX, SCO OpenServer, RedHat Linux, IBM AIX, Citrix XenDesktop 7.0/7.1, XenApp 6.5/7.5, Mac OS X v.10.9 or later, SAP R/3, SAP S/4, IBM Series AS/400- using OS/400 Host Print Transform Utilities Device Manager NX Series, Web Image Monitor, ®Remote Document Server Specifications (Standard) Max. Stored Documents 3,000 Max. Pages/Document 2,000 Max. Page Capacity 9,000 Max. Number of Folders 200 Scanner Specifications (Standard) Scanner Resolution B&W and Full -Color scanning at 100 — 600 dpi, Up to 1200 dpi for TWAIN scanning Scanning Speed 200/300 dpi: 110 ipm Simplex/ (B&W & Full -Color LTR) 180 ipm Duplex Scan Area 11.7" x 17" (297 mm -432 mm) Compression Method B&W TIFF: MH, MR, MMR, 1BIG2 Full -Color: JPEG Supported File Formats Single/Multi-Page TIFF, PDF, High Compression PDF & PDF/A, Single Page JPEG Scan Modes Scan -to -Email (with LDAP support) Scan -to -Folder (SMB/FTP) Scan -to -URL Scan -to -Media (USB/SD Card) Network TWAIN Scanning Facsimile Specifications (Optional) Type ITU -T (CCITT) G3 Circuit PSTN, PBX Resolution 200 x 100 dpi, 200 x 200 dpi, 400 x 400 dpi (with optional SAF memory) Modem Speed 33.6K — 2,400 bps w/Auto Fallback Compression Method MH, MR, MMR, JBIG Transmission Speed G3: Approximately 2 seconds/page (JBIG) Scanning Speed Up to 81 spm Auto Dialing 2,000 Quick/Speed Dial numbers; 100 Group Dial numbers Memory Capacity (SAF) Standard: 4 MB (approx. 320 pages), Optional: 64 MB (approx. 4,800 pages) with optional SAF memory Security Features (Standard) DataOverwriteSecurity System (DOSS), HDD Encryption, User Codes, SNMP v3 Support, Encryption, Locked Print, User Authentication, 802.1x Wired Authentication, Quota Setting/Account Limit, Digitally Signed PDF, and more Hardware Accessories Paper Handling Options Two -Tray Paper Bank (PB3240)' Tray Capacity 1,100 sheets (550 sheets x 2 trays) Paper Size 5.5" x 8.5" to 12" x 18" (A5 - A3) Paper Weight 16 - 80 Ib. Bond/166 Ib. Index Stack Capacity (60 - 300 g/m') Dimensions (WxDxH) 23.1 " x 27" x 9.7" (587 x 685 x 247 mm) One -Tray Paper Bank (PB3250)' Tray Capacity 550 sheets x 1 tray Paper Size 5.5" x 8.5" to 12" x 18" (AS - A3) Paper Weight 16 - 80 Ib. Bond/166 Ib. Index 16 - 80 Ib. Bond/166 Ib. Index (60 - 300 g/m') Dimensions (WxDxH) 23.1 " x 27" x 4.7" (587 x 685 x 120 mm) Requires installation of Caster Table Type M3 Tandem Large Capacity Tray (PB3260)' Tray Capacity 2,000 sheets (1,000 sheets x 2) Paper Size 8.5" x 11 " (A4) Paper Weight 16 - 80 Ib. Bond/166 Ib. Index Stack Capacity (60 - 300 g/m') Dimensions (WxDxH) 23.1 " x 27" x 9.7" (587 x 685 x 247 mm) Side Large Capacity Tray (RT3030) Tray Capacity 1,500 sheets Paper Size 8.5" x 11 " (A4) Paper Weight 16 - 80 Ib. Bond/166 Ib. Index Language (60 - 300 g/m') Dimensions (WxDxH) 13.4" x 21.4" x 11.4" Dimensions (WxDxH) (340 x 545 x 290 mm) Requires installation of Two -Tray Paper Bank (PB3240) or Tandem LCT (PB3260) Output Trays & Finisher Options Internal Shift -Sort Tray (SH3070)' Tray Capacity 250 sheets (8.5" x 11 " or smaller) (A4 - AS) 14 - 45 Ib. Bond/93 Ib. Index 125 sheets (8.5" x 14" or larger) (B4 - A3) Paper Size 5.5" x 8.5" to 12" x 18" (AS - A3) Paper Weight 14- 80 Ib. Borl 66 Ib. Index Optional: Fiery Impose, Fiery Compose, (52 - 300 g/m') Cannot be installed with any Finisher Shift Tray: 5.5" x 8.5" to 12" x 18" One -Bin Tray (BN3110) (A6 - A3) Paper Size 5.5" x 8.5" to 12.6" x 17.7" (AS - A3) Paper Weight 14- 80 lb. Borl 66 lb. Index ICC Profile, Color Chart, CMYK Color (52 - 300 g/m') Tray Capacity 125 Sheets 250 -Sheet Stapleless Internal Finisher (SR3180)' Paper Size 5.5" x 8.5" to 12" x 18" (A6 - A3) Paper Weight 14- 80 lb. Bondi 661Is. Index Shift Tray: 1,000 sheets (8.5" x 11 ") (A4); (52 - 300 g/m') Stack Capacity 250 sheets (8.5" x 11 " or smaller) (A4) 2 - 5 sheets/set 125 sheets (8.5" x 14" or larger) (B4 - A3), Staple Paper Size 8.5" x 11 " to 11 " x17" (A4 -A3) Staple Paper Weight 17-21 Ib. Bond (64 - 80 g/m') Stapleless Capacity 2 - 5 sheets/set Staple Positions Top, 1 Staple Dimensions (WxDxH) 17.1 " x 20.3" x 5.9" (435 x 515 x 150 mm) R 1 CO H www.ricoh-usa.com imagine. change. 500 -Sheet Internal Finisher (SR3130)' Paper Size 5.5" x 8.5" to 12" x 18" (A6 -A3) Paper Weight 14-80 Ib. Bond/166 Ib. Index CPU (52 - 300 g/m') Stack Capacity 500 sheets (8.5" x 11 " or smaller) (A4) Memory 250 sheets (8.5" x 14" or larger) (B4 - A3) Staple Paper Size 7.25" x 10.5" to 11 " x 17" (A4 - A3) Staple Paper Weight 14 - 28 Ib. Bond (52 - 105 g/m') Staple Capacity 50 sheets (8.5" x 11 ") (A4) Page Description 30 sheets (8.5" x 14" or larger, and/or Language Mixed Sizes) (64 - A3) Staple Positions Top, Bottom, 2 Staples Dimensions (WxDxH) 21.5" x 20,6" x 6.7" (546 x 523 x 170 mm) 243 -Hole Punch Unit (PU3040NA) (Optional; Installs inside SR3130 Internal Finisher) Punch Paper Sizes 7.25" x 10.5" to 11 " x 17" (A4 - A3) Punch Paper Weight 14 - 45 Ib. Bond/93 Ib. Index (52 - 169 g/m� 1,000 -Sheet Hybrid Staple + Stapleless Finisher (SR3210)"' Paper Size Proof Tray: 5.5" x 8.5" to 12" x 18" Optional: Fiery Impose, Fiery Compose, (A6 - A3) Fiery Auto Trap, EFI Spot -On-, Fiery Hot Shift Tray: 5.5" x 8.5" to 12" x 18" Folders, Fiery Color Profiler Suite v4.0, (A6 - A3) Paper Weight Proof Tray: 14-45 lb. Bondi lb. Index Productivity Pack (52 - 169 g/m') ICC Profile, Color Chart, CMYK Color Shift Tray: 14 - 80 Ib. Bond/166 Ib. Index Reference Pages, RGB Color Tests, (52 - 300 g/m') Stack Capacity Proof Tray: 250 sheets (8.5" x 11 50 sheets (8.5" x 14" or larger) (84) Shift Tray: 1,000 sheets (8.5" x 11 ") (A4); 500 sheets (8.5" x 14" or larger) (134) Stapleless Capacity 2 - 5 sheets/set Staple Capacity 50 sheets (8.5" x 11 30 sheets (8.5" x 14" or larger) (84) Staple Paper Size 8.5" x 11 " to 12" x 18" (A4 - A3) Staple Paper Weight 14 - 28 Ib. Bond (52 - 105 g/rl Staple Positions Top, Bottom 2 Staples Dimensions (WxDxH) 22.2" x 24.4" x 37.8" (563 x 620 x 960 mm) 1,000 -Sheet Booklet Finisher (SR3220)"° Paper Size Proof Tray: 5.5" x 8.5" to 12" x 18" (A6 - A3) Shift Tray: 5.5" x 8.5" to 12" x 18" (A6 - A3) Booklet Tray: 8.5" x 11" to 12" x 18" (A4 - A3) Paper Weight Proof Tray: 14-45 Ib. Bond (52 - 169 g/m') Shift Tray: 14 - 80 It. Bond/166 Ib. Index (52 - 300 gym') Booklet Tray: 14 - 28 Ib. Bond (52 - 105 g/m") Stack Capacity Proof Tray: 250 sheets (8.5" x 11 " or smaller) 150 sheets (8.5" x 14" or larger) (134 - A3) Shift Tray: 1,000 sheets (8.5" x 11 " or smaller) (A4); 500 sheets (8.5" x 14" or larger) (B4 - A3) Booklet Tray: 20 Sets (2 - 5 sheets), 10 Sets (6 - 10 sheets) & 7 Sets (11 - 15 sheets) Staple Capacity Normal Staple: 50 sheets (8.5" x 11 ") (A4); 30 sheets (8.5" x 14" or larger) (84 - A3) Saddle Stitch 15 sheets Staple Paper Size Normal Staple: 8.5" x 11 " to 12" x 18" (A4 - A3) Saddle Stitch: 8.5" x 11 " to 12" x 18" (A4 - A3) Ricoh USA, Inc., 70 Valley Stream Parkway, Malvern, PA 19355, 1 800-63-RICOH 02017. Ricoh USA, Inc. All rights reserved. Ricoh" and the Ricoh logo are registered trademarks of Ricoh Company, Ltd. All other trademarks are the property of their respective owners. The content of this document, and the appearance, features and specifications of Ricoh products and services are subject to change from time to time without notice. Products are shown with optional features. While care has been taken to ensure the accuracy of this information. Ricoh makes no representation or warranties about he accuracy, completeness or adequacy of theInformation contained herein, and shall not be liable for any errorsIn these materials. Actual results will vary depending upon a of the products and services, and the conditions and factors affecting performance. The only warranties for Ricoh produlct,sand services are as set forth In the express warranty statements accompanying them. R3847 -C RICOH ®Remote e Gmuematlf lot- s ��r��}a1�y�,r� Optional K - Optional MITI!�pJ� Staple Paper Weight 14- 28 It. Bond (52 - 105 g/m') Staple Positions Top, Bottom, 2 Staples, Booklet Dimensions (WxDxH) 22.2" x 24.4" x 37.8" (563 x 620 x 960 mm) 2 -/3 -Hole Punch Unit (PU3050NA) (Optional; Installs inside SR3210 or SR3220 Finisher) Punch Paper Sizes 5.5" x 8.5" to 11 " x 17" (AS - A3) Punch Paper Weight 14-68 lb. Bondi 42 lb. Index (52 - 256 g/m") Color Controller E -23C Controller Type Embedded Type Fiery Platform F5150 CPU Intel Processor G850 2.9GHz Host Interface 1000Base-T/100Base-TX110Base-T Memory 2 GB Internal HDD 500 GB Operating System Linux Network Protocol TCP/IP (IPv4/IPv6); SMB, Bonjour Page Description Standard: PostScript'3" & PCL6/5c Language Max. Print Resolution Up to 1200 dpi (2 bit) Max. Scan Resolution Up to 600 dpi Fonts PS3: 138 fonts/PCL: 81 AGFA fonts Utilities Standard: Command Workstation® 5, Fiery' Scan, Printer Delete Utility, Fiery Web Tools, Fiery Bridge, Secure Erase and Fiery VILE Optional: Fiery Impose, Fiery Compose, Fiery Auto Trap, EFI Spot -On-, Fiery Hot Folders, Fiery Color Profiler Suite v4.0, Fiery ES -2000 Spectrophotometer and EFI Productivity Pack Color Management ICC Profile, Color Chart, CMYK Color Tools Reference Pages, RGB Color Tests, Trapping Support and ColorWil Pro Tools Additional Accessories Banner Paper Guide Tray Type M19, Caster Table Type M3, Bridge Unit BU3070, Cabinet Type F, Camera Direct Print Card Type M19, Card Reader Bracket Type 3352, Extended USB Board Type M19, External Keyboard Bracket Type M19, Fax Connection Unit Type M19, Fax Memory Unit Type M19 64MB, File Format Converter Type M19, G3 Interface Unit Type M19, HotSpot MFP Option Type S, IEEE 802.11 a/g/n Interface Unit Type M19, IEEE 1284 Interface Board Type M19, Imageable Area Extension Unit Type M19, Key Counter Bracket Type M3, Memory Unit Type M19 4GB, NFC Card Reader Type M19, OCR Unit Type M13, Optional Counter Interface Unit Type M12, Postscript3 Unit Type M33, Power Filter ESP XG-PCS-15D, Smart Card Reader Built-in Unit Type MIS, XPS Direct Print Option Type M19 Either the Cabinet Type For one of the paper options must be installed. 'Requires configuration with Bridge Unit BU3070. ,Cannot be installed together. <Requires installation of Two -Tray Paper Bank (PB3240) or Tandem Large Capacity Tray (PB3260). Some options may not be available at the time of market release. Genuine Adobe' PostScript'3" and PDF Direct from Adobe' are available as options. The Bluetooth' word mark and logos are registered trademarks owned by the Bluetooth SIG, Inc. and any use of such marks by Ricoh Co., Ltd. is under license. Other trademarks and trade names are those of their respective owners. Specifications are subject to change without notice. For maximum performance and yield, we recommend using genuine Ricoh parts and supplies. RICOH imagine. change. 'A 45 60 P- pp!, tivity in your own way La tasks to expand what you can do. The RICOH MP C4504ex/MP C6004ex Color wide range of updated connectivity options, convenient apps, security tools and print, copy, scan and fax information. Use our Workstyle Innovation Technology motive fingertip control and be more productive. Download more apps and widgets ar,tOperation Panel as step -saving, one -touch shortcuts. Transform your MFP into he cloud from your smartphone, tablet or other mobile devic ' ver the value of customized convenience. n e ectronically via abilities. Protect your work with more encryption and authentication tools. ssistance can be only a swipe, scroll or tap away.* • e Smart Operation Panel rotect documents, data and devices tomiz your? o ce manual tasks your personal mobile device to print and share information from ion to Ricoh projectors and interactive whiteboards iant co ors with professional finishing • Take adva ec ien es o ower operating costs and reduce overall environmental impact without sacrificing business pr ctivity internet conn ` n required. �1 z. N'+lu 77 A new way to work is within your reach Perform more tasks with fewer hassles Use intuition to work smarter Decisions are easier when you have the right information. With Workstyle Innovation Technology, you can use the same motions you use on your smartphone or tablet to access information instantly on the oversized 10.1 "-wide Super VGA Smart Operation Panel (SOP). Download a wide range of apps and information -rich widgets from our Application Site. Check settings or initiate automated print, copy, scan and fax workflows with a single touch to reduce time-consuming manual tasks. For example, you can check the number of prints, change scan -to destinations, toggle between finishing options and more with a tap of your finger. With SOP Designer, you can have your Home Screen customized by our technicians with wallpaper designs, shortcut placements, corporate branding, rotating messages and more. Customize workflows to simplify information flow You have a lot of work to do. Who says you have to spend a lot of time doing it? Deploy workflow applications that streamline business via Ricoh Workstyle Innovation Technology. Do you routinely print the same types of spreadsheets? Do you scan and share notes after the weekly meeting? Integrate multiple processes and create unique digital workflows to simplify complex tasks. Place a workflow shortcut on the Home Page so you can simply press an icon and initiate tasks automatically with less replication, fewer steps and more accuracy. Tap the ID Card Copy icon to scan two-sided identity documents, such as licenses and insurance cards, onto a single -sided document. For more complex workflows, add your choice of Ricoh or third party software solutions to simplify your workday. Make your mark from anywhere With your smartphone or tablet in hand, productivity remains within your grasp. Download the RICOH Smart Device Connector app to connect to the MP C4504ex/MP C6004ex without software, utilities, drivers or delays. Simply touch your mobile device to the MFP's Near Field Communication (NFC) tag or scan a QR code from the control panel to print, scan and share documents, photos and more directly from your smartphone or tablet. Scan originals at the MFP and send them to your personal smart device or directly to cloud storage, so you can access and distribute them digitally at your convenience. You can also use the Smart Device Connector app to project information to Ricoh projectors and interactive whiteboards. Collaboration has never been easier. Do it all with speed and convenience Expedite every task, every day Decisions have to be made. Ensure they're the right ones by getting information where it needs to be — on time. Print up to 45 or 60 pages per minute when producing full-color brochures, presentations and spreadsheets. Use standard PostScript and PDF Direct Print emulation to process your biggest jobs with ease. Add optional paper trays to extend paper capacity up to 4,700 sheets, and remove paper jams quickly via an animated guide. Scan full-color originals and deliver them at breakneck speeds with a host of scan -to capabilities, including access to your LDAP directory for email delivery. Send and receive paperless faxes to ensure contracts, forms and other important documents reach recipients easily. Leave your mark with brilliant colors Make an unforgettable impression by producing compelling images and documents with densely rich colors for more lifelike reproductions at up to 1200 dpi resolution. The MP C4504ex/MP C6004ex recalibrates itself as it processes files, which means colors never deteriorate and text and lines stay incredibly sharp page after page. Expand your reach by printing on a wider, thicker range of paper stocks — up to 12" x 18" sizes and 300 gsm/80 Ib. Bond. You can even create posters and banners that would normally be reserved for wide -format devices by combining multiple pages into one image. Want to save on outsourcing costs? Choose the optional Fiery® E -23C Color Controller and produce spot color professional output using the gamut of RGB and CMYK colors. Grab and share information automatically Move information to the right people in the right format quickly. Access up to 3,000 frequently used documents stored in the embedded Document Server. With optional Optical Character Recognition (OCR), create keyword -searchable PDF files for easier retrieval from the Document Server at a later time. Use the built-in browser to capture files and images from the web. Ready to share with others? Scan originals at up to 180 ipm via the 220 -Sheet Single Pass Document Feeder and use scan -to capabilities to send digital files to any recipient, anywhere. Or, use RICOH Device Software Manager to simplify print driver installation and begin using the device in moments. "emg"r fr ��._ Empower users to work quickly, collectively Support extended uptime You may not have all the answers, but now you'll know where to find them. The MP C4504ex/MP C6004ex includes a wide range of "smart support" capabilities that when enabled will help you resolve pressing issues and maintain productivity. Are you looking to avoid waiting for in-person technician visits? With RemoteConnect Support, our experienced technicians can identify and correct issues in real time by accessing your MFP remotely. Are you managing many devices? By using the Remote Panel Operation tool IT managers and network administrators can easily program, monitor and change settings for each device on their network. Use the Automatic Remote Firmware function to upgrade multiple devices independently. Use the convenient Web Help feature to find quick answers about the most common functions and operation of your MFP. Plus, the Ricoh Application Site offers self-help videos for basic MFP operations. Hold yourself and others accountable You're responsible for getting company information to the right people. So make certain the right people are sending it. Protect the device with user authentication — and track activity for every user, set print quotas, restrict access to specific functions and more. Each user logs in to the MP C4504ex/MP C6004ex by entering a passcode — or by passing an ID card over an optional card reader at the device. Protect documents with Locked Print. Users can release jobs for printing only when standing at the MFP, which helps protect confidential information. You can also use a watermark to track specific printed documents if unauthorized users try to recreate them. Find more data protection with encryption for transmitted information and automatic overwrites for latent data on the hard drive. Plan to save The MP C4504ex/MP C6004ex is designed specifically to simplify workloads while reducing environmental impact. Because the MFP meets EPEAT® Gold criteria* and ENERGY STAR® certifications, you can realize low Typical Electricity Consumption (TEC) rates — 1.8 kWh/ week with the MP C4504ex. Use default duplex printing to reduce paper costs. Program the MFP to power down automatically when you know the office will be empty. And use the Eco -Friendly widget to encourage reduced paper consumption. The system is also equipped with an innovative motion sensor, which senses an approaching user by detecting the differences in body temperature versus the surrounding environment. The sensor lets you promptly begin inputting job settings by tapping the touchscreen to wake the MFP from Sleep Mode. *EPEAT Gold rating is applicable only in the USA. To view detailed features of our multifunction products online go to www.ricoh-usa.com/products Perform more jobs with fewer hassles m 44 o 0 Smart Operation Panel: Choose from multiple intuitive user interfaces to customize and automate workflows on the 10.1 "-wide Super VGA Smart Operation Panel. Create shortcut icons. Add convenient widgets. And access information with one -touch control using the same motions you use on your smartphone or tablet. © 220 -Sheet Single Pass Document Feeder (SPDF): Feed color and black -and -white documents for high-speed copying and scanning in a single pass. © User authentication: Monitor the activity for every MFP user with personal passcodes. Or, with embedded Quick Card authentication technology and an optional NFC card or HID card reader, you can require users to gain access via proximity card. 0 Paper Trays (Standard): With two 550 -Sheet Paper Trays, one of which can accommodate paper sizes up to 12" x 18", you can produce more jobs with fewer reloads. © 100 -Sheet Bypass Tray: Accommodate a wider range of paper stocks — from envelopes to 12" x 49.6" banner sizes — to impress audiences with versatile output. Add an optional Banner Paper Guide Tray for convenient, affordable banner printing. w� Q Document Server: Create up to 200 shared or passcode-protected personal folders to store up to 3,000 frequently used digital documents on the MFP's hard drive. O Tandem Large Capacity Tray (Optional): Extend runs for 8.5" x 11" paper sizes with two 1,000 -Sheet Paper Trays. Q 1,500 -Sheet Side Large Capacity Tray (Optional): Minimize interruptions by adding up to an additional 1,500 sheets of letter -sized paper. 0 125 -Sheet One -Bin Tray (Optional): Separate output quickly for easier retrieval when printing multiple jobs. Mi 2,000 -Sheet External Booklet Finisher: Produce up to 20 -sheet saddle stitched booklets cost effectively. Available with an optional Hole Punch Unit. M Web Browser: Use the built-in web browser on the MFP touch panel to search for web pages. ® Motion Sensor: Enables the panel to be ready for key input within one second of tapping the touchscreen to awaken the MFP from Sleep Mode. Put it all together at the end Bring your best ideas together by finishing them in style. With the External Hybrid Stapleless + Stapler Finisher, you can conserve resources by getting rid of staples entirely for document sets of 2 to 5 pages. For document sets from 6 to 50 pages, the finisher can automatically convert to staples. It is ideal for educational, manufacturing and healthcare environments. You can choose other finishing options, too. Each is specifically designed to simplify paper handling, stacking and stapling, so you can concentrate on other core tasks. Choose the one that meets your unique requirements and give your projects an affordable, impressive professional -grade look. r Internal SR3210 External Hybrid SR3220 External SR3240 External SR3230 External Stapler Finishl Stapler + Stapeless Finisher Booklet Finisher Booklet Finisher Stapler Finisher T Finisher Paper Capacity (LT) Hole -Punch Saddle Stitch Stapleless SR3130 Internal 500 Sheets Option N/A N/A SR3210 External 1,000 Sheets OptionI MP C4504ex: 5.7/4.0 seconds N/A Stapleless — Up to 5 Sheets Stapled — Up to 50 Sheets LTR SR3220 External 1,000 Sheets Option Up to 15 Sheets N/A SR3240 External 2,000 Sheets Option Up to 20 Sheets N/A SR3230 External 3,000 Sheets Option N/A N/A *Not available for MP C6004ex General Specifications Printing Process 4 -Drum Method Output Speed MP C4504ex: 45 -ppm B&W & FC (LTR) (Copy/Print) MP C6004ex: 60 -ppm B&W & FC (LTR) Warm -Up Time 24 seconds Recovery from MP C4504ex: 7.6 seconds Sleep Mode MP C6004ex: 7.9 seconds First Copy Time MP C4504ex: 5.7/4.0 seconds (FC/B&W) MP C6004ex: 4.5/3.1 seconds Copy Resolution 600 dpi Quantity Indicator Up to 999 copies Single Pass Document Original Capacity: 220 sheets Feeder (SPDF) Original Size: 5.5" x 8.5" — 11 " x 17" Languages (AS — A3) Paper Weights: Simplex: 11 —34 Ib. Bond (40 — 128 g/m'), Duplex: 14 — 34 Ib. Font Support Bond (52 — 128 g/m') Paper Capacity Standard: 2 x 550 sheets + 100 -Sheet Bypass Tray, Maximum: 4,700 sheets Wrandem LCT +Side LCT) Supported Paper Sizes 1st Paper Tray: 8.5" x 11 " (A4) 2nd Paper Tray: 5.5" x 8.5" — 12" x 18" Max. Print Resolution (A6 — A3), Envelopes Network Interfaces Bypass: Up to 12" x 18", Envelopes Custom Sizes: Width: 3.5" — 12.6" (90 — 320 mm), Length: 5.8" —49.6" (148— 1260 mm) Supported Paper Standard Trays: 16 — 80 Ib. Bond/ Weights 166 Ib. Index (60 — 300 g/m') Bypass Tray: 14 — 80 Ib. Bond/ 166 Ib. Index (52 — 300 g/m') Duplex Unit: 14 — 68 Ib. Bond/ 142 Ib. Index (52 — 256 g/m') Paper Types Plain, Recycled, Special Paper 1 — 3, Letterhead, Cardstock, Preprinted Paper, Bond Paper, High -Gloss Coated Paper, Color Paper, Envelopes, Coated, Labels* & OHP* Auto Duplex Standard Output Capacity Standard: 500 sheets Maximum: 3,625 sheets Zoom 25% — 400% in 1 % increments Dimensions (WxDxH) 26.3" x 29.1 " x 47.5" (668 x 738 x 1205 mm) (Includes SPDF and Two -Tray Paper Bank) Weight 228 lbs. (103 kg) Power Requirements 120V — 127V, 60Hz, 1 SA Power Consumption 1,584W or less; Sleep Mode: 0.8W TEC Value** MP C4504ex: 1.8 kWh/week MP C6004ex: 2.8 kWh/Week *Bypass Tray Only **Typical Electricity Consumption by ENERGY STAR Qualified Imaging Equipment Test Procedure Printer Specifications (Standard) CPU Intel Atom Processor Bay Trail 1.75 GHz Memory/HDD 2 GB RAM/320 GB HDD Standard & 4 GB RAW320 GB HDD Option Page Description Standard: PCL5c, PCL6, PostScript®3" Languages Emulation, PDF Direct Print Emulation Optional: Genuine Adobe® PostScript®3", Adobe' PDF Direct Print, IPDS, PictBridge® Font Support Standard: PCL: 45 Roman fonts + 13 International fonts; PostScript®3" Emulation: 80 Roman fonts + 13 International fonts Optional: Genuine Adobe° PostScript`3": 136 Roman fonts; IPDS: 108 Roman fonts Max. Print Resolution 1200 x 1200 dpi Network Interfaces Standard: 1000Base-T/100Base-TX/ 1OBase-T Ethernet, USB2.0 Type A (3 Ports), SD Slot on Operation Panel Optional: IEEE1284/ECP; IEEE802.11a/b/g/n; USB2.0 Type B Network Protocol TCP/IP (IPv4, IPv6) Support Network/OS Windows° Vista/7/8.1/10/Server 2008/ Server 2008R2/ Server2012/ Server2012R2/Server 2016 Unix: Sun Solaris, HP -UX, SCO OpenServer, RedHat Linux, IBM AIX, Citrix XenDesktop 7.0/7.1, XenApp 6.5/7.5, Mac OS X v.10.9 or later SAP R/3, SAP S/4, IBM iSeries AS/400-using 05/400 Host Print Transform Utilities Device Manager NX, Web Image Monitor, @Remote Document Server Specifications (Standard) Max. Stored Documents 3,000 Max. Pages/Document 2,000 Max. Page Capacity 9,000 Max. Number of Folders 200 Scanner Specifications (Standard) Scanner Resolution B&W and Full -Color scanning at 100 — 600 dpi, Up to 1200 dpi for TWAIN scanning Scanning Speed 200/300 dpi: 110 ipm Simplex/ (B&W & Full -Color LTR) 180 ipm Duplex Scan Area 11.7" x 17" (297 mm -432 mm) Compression Method B&W TIFF: MH, MR, MMR, 1BIG2 Full -Color: JPEG Supported File Formats Single/Multi-Page TIFF, PDF, High Compression PDF & PDF/A, Single Page JPEG Scan Modes Scan -to -Email (with LDAP support) Scan -to -Folder (SMB/FTP) Scan -to -URL Scan -to -Media (USB/SD Card) Network TWAIN Scanning Facsimile Specifications (Optional) Type ITU -T (CCITT) G3 circuit PSTN, PBX Resolution 200 x 100 dpi, 200 x 200 dpi, 400 x 400 dpi (with optional SAF memory) Modem Speed 33.61K — 2,400 bps w/Auto Fallback Compression Method MH, MR, MMR, JBIG Transmission Speed G3: Approximately 2 seconds/page (1BIG) Scanning Speed Up to 81 spm Auto Dialing 2,000 Quick/Speed Dial numbers; 100 Group Dial numbers Memory Capacity (SAF) Standard: 4 MB (approx. 320 pages), Optional: 64 MB (approx. 4,800 pages) with optional SAF memory Security Features (Standard) DataOverwriteSecurity System (DOSS), HDD Encryption, User Codes, SNMP v3 Support, Encryption, Locked Print, User Authentication, 802.1x Wired Authentication, Quota Setting/Account Limit, Digitally Signed PDF, and more Hardware Accessories Paper Handling Options Two -Tray Paper Bank (PB3240)' Tray Capacity 1,100 sheets (550 sheets x 2trays) Paper Size 5.5" x 8.5" to 12" x 18" (AS - A3) Paper Weight 16 - 80 Ib. Bond/166 Ib. Index Proof Tray: 5.5" x 8.5" to 12" x 18" (60 - 300 g/m') Dimensions (WxDxH) 23.1 " x 27" x 9.7" (587 x 685 x 247 mm) One -Tray Paper Bank (PB3250)' Tray Capacity 550 sheets x 1 tray Paper Size 5.5" x 8.5" to 12" x 18" (AS - A3) Paper Weight 16 - 80 Ib. Bond/166 Ib. Index Paper Weight (60 - 300 g/m') Dimensions (WxDxH) 23.1 " x 27" x 4.7" (587 x 685 x 120 mm) Requires installation of Caster Table Type M3 Tandem Large capacity Tray (PB3260)' Tray Capacity 2,000 sheets (1,000 sheets x 2) Paper Size 8.5" x 11 " (A4) Paper Weight 16 - 80 Ib. Bond/166 Ib. Index 50 sheets (8.5" x 14" or larger) (B4) (60 - 300 g/m') Dimensions (WxDxH) 23.1 " x 27" x 9.7" (587 x 685 x 247 mm) Side Large Capacity Tray (RT3030) Tray Capacity 1,500 sheets Paper Size 8.5" x 11 " (A4) Paper Weight 16 - 80 Ib. Bond/166 Ib. Index Booklet Tray: 20 Sets (2 - 5 sheets), (60 - 300 g/m� Dimensions (WxDxH) 13.4" x 21.4" x 11.4" (340 x 545 x 290 mm) Requires installation of Two -Tray Paper Bank (PB3240) or Tandem LCT (PB3260) Output Trays & Finisher Options Internal Shift -Sort Tray (SH31i Saddle Stitch: 20 sheets Tray Capacity 250 sheets (8.5" x 11 " or smaller) (A4 - AS) 15 sheets 125 sheets (8.5" x 14" or larger) (64-A3) Paper Size 5.5" x 8.5" to 12" x 18" (AS - A3) Paper Weight 14-80 lb. Bond/166 lb. Index Saddle Stitch: 8.5" x 11 " to 12" x 18" (52 - 300 g/m) Cannot be installed with any Finisher Staple Paper Weight One -Bin Tray (BN3110) Staple Positions Paper Size 5.5" x 8.5" to 12.6" x 17.7" (AS -A3) Paper Weight 14 - 80 Ib. Bond/166 Ib. Index (A6 - A3) (52 - 300 g/m') Tray Capacity 125 sheets 500 -Sheet Internal Finisher (SR313i Paper Size 5.5" x 8.5" to 12" x 18" (A6 - A3) Paper Weight 14 - 80 Ib. Bond/166 Ib. Index (52 - 300 g/m') Stack Capacity 500 sheets (8.5" x 11 " or smaller) (A4) 250 sheets (8.5" x 14" or larger) (134 - A3) Staple Paper Size 7.25" x 10.5" to 11 " x 17" (A4 - A3) Staple Paper Weight 14 - 28 Ib. Bond (52 - 105 g/m') Staple Capacity 50 sheets (8.5" x 11 ") (A4) 30 sheets (8.5" x 14" or larger, and/or Mixed Sizes) (B4 - A3) Staple Positions Top, Bottom, 2 Staples Dimensions (WxDxH) 21.5" x 20.6" x 6.7" (546 x 523 x 170 mm) *Not available for MP C6004ex. 243 -Hole Punch Unit (PU3040NA) (Optional; Installs inside SR3130 Internal Finisher) Punch Paper Sizes 7.25" x 10.5" to 11 " x 17" (A4 - A3) Punch Paper Weight 14- 451b. Borl 11h. Index (52-169 grm') 1,000 -Sheet Hybrid Staple + Stapleless Finisher (SR3210) "' Paper Size Proof Tray: 5.5" x 8.5" to 12" x 18" (A6 - A3) Shift Tray: 5.5" x 8.5" to 12" x 18" (A6 - A3) Paper Weight Proof Tray: 14-451b.Bond/93 lb. Index (52 - 169 g/m') Shift Tray: 14 - 80 Ib. Bond/166 Ib. Index (52 - 300 g/m') Stack Capacity Proof Tray: 250 sheets (8.5" x 11 ") (A4); 50 sheets (8.5" x 14" or larger) (B4) Shift Tray: 1,000 sheets (8.5" x 111 (A4); 500 sheets (8.5" x 14" or larger) (64) stapleless Capacity 2 - 5 sheets/set Staple Capacity 50 sheets (8.5" x 11 ") (A4) 30 sheets (8.5" x 14" or larger) (134) R I CO H www.ricoh-usa.com imagine. change. Staple Paper Size 8.5" x 11" to 12" x 18" (A4 -A3) Staple Paper Weight 14 - 28 Ib. Bond (52 - 105 g/m') Staple Positions Top, Bottom, 2 Staples Dimensions (WxDxH) 22.2" x 24.4" x 37.8" (563 x 620 x 960 mm) 1,000 -Sheet Booklet Finisher (SR3221 Paper Size Proof Tray: 5.5" x 8.5" to 12" x 18" (A6 - A3) (A6 - A3) Booklet Tray: 8.5" x 11" to 12" x 18" Shift Tray: 5.5" x 8.5" to 12" x 18" (A4 - A3) (A6 - A3) Proof Tray: 14 - 58 Ib. Bond/l22 Ib. Index Booklet Tray: 8.5" x 11" to 12" x 18" (52 - 220 g/m') (A4 - A3) Paper Weight Proof Tray: 14-45 Ib. Bond (52 - 169 g/m') (52 - 300 g/m') Shift Tray: 14-801b. Bond/1661b.Index Booklet Tray: 17 - 28 Ib. Bond (52 - 300 g/m') (64 - 105 g/m') Booklet Tray: 14 - 28 Ib. Bond Proof Tray: 250 sheets (8.5" x 11 " or (52 - 105 g/m') Stack Capacity Proof Tray: 250 sheets (8.5" x 11 " or 50 sheets (8.5" x 14" or larger) (B4) smaller) (A4); 50 sheets (8.5" x 14" or Shift Tray: 2,000 sheets (8.5" x 11 " or larger) (B4 - A3) smaller) (A4) Shift Tray: 1,000 sheets (8.5" x 11 " or 1,000 sheets (8.5" x 14" or larger) (B4) smaller) (A4); 500 sheets (8.5" x 14" or Booklet Tray: 30 sets (2 - 5 sheets) or 15 larger) (B4 - A3) sets (6 - 10 sheets) or 10 sets (11 - 15 Booklet Tray: 20 Sets (2 - 5 sheets), sheets) or 6 sets (16 - 20 sheets) 10 Sets (6 - 10 sheets) & 7 Sets (11 - Normal Staple: 50 sheets (8.5" x 11 " to 15 sheets) Staple Capacity Normal Staple: 50 sheets (8.5" x 11 ") (A4); Saddle Stitch: 20 sheets 30 sheets (8.5" x 14" or larger) (84-A3) Saddle Stitch 15 sheets Staple Paper Size Normal Staple; 8.5" x 11 " to 12" x 18" Saddle Stitch: 8.5" x 11 " to 12" x 18" (A4 - A3) (A4 - A3) Saddle Stitch: 8.5" x 11 " to 12" x 18" 14 - 28 Ib. Bond (52 - 105 g/m') (A4 - A3) Staple Paper Weight 14 - 28 Ib. Bond (52 - 105 g/m') Staple Positions Top, Bottom, 2 Staples, Booklet Dimensions (WxDxH) 22.2" x 24.4" x 37.8" (563 x 620 x 960 mm) 243 -Hole Punch Unit (PU3050NA) (Optional; Installs inside SR3210 or SR3220 Finisher) Punch Paper Sizes 5.5" x 8.5" to 11 " x 17" (AS - A3) Punch Paper Weight 14 - 68 Ib. Bond/142 Ib. Index (52 - 256 g/m') 2,000 -Sheet Booklet Finisher (SR3240)"' Paper Size Proof Tray: 5.5" x 8.5" to 12" x 18" (52 - 300 g/m') (A6 - A3) Proof Tray: 250 sheets (8.5" x 11 " or Shift Tray: 5.5" x 8.5" to 12" x 18" smaller) (A4) (A6 - A3) 50 sheets (8.5" x 14" or larger) (B4) Booklet Tray: 8.5" x 11" to 12" x 18" Shift Tray: 3,000 sheets (8.5" x 11 ") (A4) (A4 - A3) Paper Weight Proof Tray: 14 - 58 Ib. Bond/l22 Ib. Index 50 sheets (8.5" x 11 " to 11 " x 17") or (52 - 220 g/m') Mixed Sizes (A4 - A3) Shift Tray: 14 - 80 Ib. Bond/166 Ib. Index 8.5" x 11 " to 11 " x 17" (A4 - A3) (52 - 300 g/m') 14 - 28 Ib. Bond (52 - 105 g/m') Booklet Tray: 17 - 28 Ib. Bond Top, Bottom, 2 Staples, Top Slant (64 - 105 g/m') Stack Capacity Proof Tray: 250 sheets (8.5" x 11 " or Utilities smaller) (A4) 50 sheets (8.5" x 14" or larger) (B4) Shift Tray: 2,000 sheets (8.5" x 11 " or smaller) (A4) 1,000 sheets (8.5" x 14" or larger) (B4) Booklet Tray: 30 sets (2 - 5 sheets) or 15 sets (6 - 10 sheets) or 10 sets (11 - 15 sheets) or 6 sets (16 - 20 sheets) Staple Capacity Normal Staple: 50 sheets (8.5" x 11 " to Tools 11 " x 17" and Mixed Sizes) (A4 - A3) Saddle Stitch: 20 sheets Staple Paper Size Normal Staple: 8.5" x 11 " to 11 " x 17" (A4 - A3) Saddle Stitch: 8.5" x 11 " to 12" x 18" (A4 - A3) Staple Paper Weight 14 - 28 Ib. Bond (52 - 105 g/m') Staple Positions Top, Bottom, 2 Staples, Top Slant, Booklet Dimensions (WxDxH) 25.9" x 24.1 " x 37.8" (657 x 613 x 960 mm) 3,000 -Sheet Finisher (SR3230)"` Paper Size Proof Tray: 5.5" x 8.5" to 12" x 18" (A6 - A3) Shift Tray: 5.5" x 8.5" to 12" x 18" (A6 - A3) Paper Weight Proof Tray: 14 - 58 Ib. Bond/122 Ib. Index (52 - 220 g/m') Ricoh USA, Inc., 70 Valley Stream Parkway, Malvern, PA 19355, 1-800-63-RICOH 02017. Ricoh USA, Inc. All rights reserved. Ricoh' and the Ricoh logo are registered trademarks of Ricoh Company, Ltd. All other trademarks are the property of their respective owners. Thecontent of this document, and the appearance features and specifications of Ricoh products and services are subject to change from lime to tune without notice. Products are shown with optional features. While care has been taken to ensure the accuracy of this information, Ricoh makes no representation or warranties about the accuracy, completeness or adequacy of the information contained herein, and shall not be liable for any errors or omissions In these materials. Actual results will vary depending upon use of the products and services, and the condrtions and factors affecting performance. The only warranties for Ricoh products and services are as set forth In the express warranty statements accompanying them. R3850 -C RICOH ®Remote r OBluutantlf �( W"Ni , C m Optional a NNI} Optional l� (Optional; Installs inside SR3230 or SR3240 Finishers) Punch Paper Sizes 5.5" x8.5" to 11 " x17" (A5 -A3) Punch Paper Weight 14-68 lb. Bond/142 It. Index (52 - 256 g/m') Color Controller E -23C Shift Tray: 14-80 Ib. Bondi 66 Ib. Index Embedded Type (52 - 300 g/m') Stack Capacity Proof Tray: 250 sheets (8.5" x 11 " or Intel Processor G850 2.9GHz smaller) (A4) 10008ase-T/10013ase-TX/10Base-T 50 sheets (8.5" x 14" or larger) (B4) 2 GB Shift Tray: 3,000 sheets (8.5" x 11 ") (A4) 500 GB 1,500 sheets (8.5" x 14" or larger) (64) Staple Capacity 50 sheets (8.5" x 11 " to 11 " x 17") or TCP/IP (IPv4/IPv6), SMB, Bonjour Mixed Sizes (A4 - A3) Staple Paper Size 8.5" x 11 " to 11 " x 17" (A4 - A3) Staple Paper Weight 14 - 28 Ib. Bond (52 - 105 g/m') Staple Positions Top, Bottom, 2 Staples, Top Slant Dimensions (WxDxH) 25.9" x 24.1 " x 37.8" (657 x 613 x 960 mm) 243 -Hole Punch Unit (PU3060NA) (Optional; Installs inside SR3230 or SR3240 Finishers) Punch Paper Sizes 5.5" x8.5" to 11 " x17" (A5 -A3) Punch Paper Weight 14-68 lb. Bond/142 It. Index (52 - 256 g/m') Color Controller E -23C Controller Type Embedded Type Fiery Platform FSI 50 CPU Intel Processor G850 2.9GHz Host Interface 10008ase-T/10013ase-TX/10Base-T Memory 2 GB Internal HDD 500 GB Operating System Linux Network Protocol TCP/IP (IPv4/IPv6), SMB, Bonjour Page Description Standard: PostScript'3'- & PCL6/5c Language Max. Print Resolution Up to 1200 dpi (2 bit) Max. Scan Resolution Up to 600 dpi Fonts PS3: 138 fonts/PCL: 81 AGFA fonts Utilities Standard: Command WorkStation' 5, Fiery' Scan, Printer Delete Utility, Fiery Web Tools, Fiery Bridge, Secure Erase and Fiery VUE Optional: Fiery Impose, Fiery Compose, Fiery Auto Trap, EFI Spot -On", Fiery Hot Folders, Fiery Color Profiler Suite v4.0, Fiery ES -2000 Spectrophotometer and EFI Productivity Pack Color Management ICC Profile, Color Chart, CMYK Color Tools Reference Pages, RGB Color Tests, Trapping Support and ColorWise' Pro Tools Additional Accessories Banner Paper Guide Tray Type M19, Caster Table Type M3, Bridge Unit BU3070, Cabinet Type F, Camera Direct Print Card Type. M19, Card Reader Bracket Type 3352, Extended USB Board Type M19, External Keyboard Bracket Type M19, Fax Connection Unit Type M20, Fax Memory Unit Type M19 64MB, File Format Converter Type M19, G3 Interface Unit Type M20, HotSpot MHP Option Type S, IEEE 802.11 a/g/n Interface Unit Type Ml 9, IEEE 1284 Interface Board Type M19, Imageable Area Extension Unit Type M79, IPDS Unit Type M20, Key Counter Bracket Type M3, Memory Unit Type M79 4GB, NEC Card Reader Type M19, OCR Unit Type M13., Optional Counter Interface Unit Type M12, Postscript3 Unit Type M33, Power Filter ESP XG-PCS-15D, Smart Card Reader Built-in Unit Type M19, XPS Direct Print Option Type M19 'Either the Cabinet Type F or one ofthe paper options must be installed. =Requires configuration with Bridge Unit BU3070. 3Cannot be installed together. 4Requires installation of Two -Tray Paper Bank (PB3240) or Tandem Large Capacity Tray (PB3260). Some options may not be available at the time of market release. Genuine Adobe' PostScript'3'" and PDF Direct from Adobe' are available as options. The Bluetooth° word mark and logos are registered trademarks owned by the Bluetooth SIG, Inc. and any use of such marks by Ricoh Co., Ltd. is under license. Other trademarks and trade names are those of their respective owners. Specifications are subject to change without notice. For maximum performance and yield, we recommend using genuine Ricoh parts and supplies. AGENDA ITEM Item No.: Date: August 27, 2018 Item Description: LA18-000034, Apex Holdings LLC (Sanjeev Mangalick), 2635 Kelley Parkway, Final Plat; Final Master Development Plan; and Rezoning — Resolution Presenter: Melanie Curtis Agenda Consent Agenda Planner Section: 1. Purpose. This is an application for final plat approval including final master development plan and rezoning to RPUD for a 70 -unit senior housing project. 2. Background. This project for a 70 -unit senior housing use went through a sketch plan review in 2016; and received preliminary approval in 2017. The Comp Plan amendment was approved by the City in August 2017; the final approval of the amendment was granted by the Metropolitan Council in October, 2017. The planning commission held the public hearing for the project in April of 2018. The final approval process requires three actions: final plat approval; final master development plan approval; and rezoning from RR-1BPUD to RPUD. 3. Staff Recommendation. Staff recommends approval. COUNCIL ACTION REQUESTED Council should consider a motion to adopt or amend the two resolutions approving the following: a. Final plat and final master development plan; and b. Rezoning from RR- 1BPUD to RPUD. Exhibits Exhibit A. Draft Final Plat; Master Development Plan; CUP Resolution Exhibit B. Draft Rezoning Resolution Exhibit C. Final Plans Exhibit D. MCWD Conditional Permit Approval Exhibit E. Resolution No. 6786 References 1. LAI 8-000034 -PC Memo & Exhibits -Final Plat; Final Master Development Plan; and Rezoning - 04/16/18 2. Land Use Applications: 17-3948; 17-3956; 17-3957; & 17-3958 Prepared By: MOO Reviewed By: J. Barnhart Approved By: 5bV A RESOLUTION GRANTING MASTER DEVELOPMENT PLAN APPROVAL AND GRANTING A CONDITIONAL USE PERMIT AND FINAL PLAT OF STONEBAY EIGHTH ADDITION; PLANNED DEVELOPMENT NO. 16 FILE NO. LA18-000034 WHEREAS, the City of Orono (hereinafter the "City") is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the City Council of the City of Orono (hereinafter "City Council") has adopted land development regulations for the orderly, economic and safe development of land within the City; and WHEREAS, Apex Holdings, LLC, a Minnesota limited liability company (hereinafter the "Developer") is owner of the property located at 2635 Kelley Parkway within the City of Orono (hereinafter the "City") and legally described as follows: Outlot D, Stonebay Addition (hereinafter the "Property"); and WHEREAS, on August 28th 2017, the City Council adopted Resolution No. 6786 granting General Concept Plan, CUP for an assisted living facility use, Preliminary Plat, Community Management Plan Amendment, and Zone Change Approvals for the proposed development, which includes the following elements: 1. Rezoning of the Property from RR -1 B PUD Single Family Rural Residential Planned Unit Residential District to RPUD Residential Planned Unit Development District; 2. Construction of a single, two-story, 70 -unit senior assisted living facility. WHEREAS, in October 2017, the Metropolitan Council also granted approval of the 2008-2030 Orono CMP amendment; and WHEREAS, on March 20, 2018, the Developer filed a formal application with the City for rezoning, Master Development Plan, and final plat approval for a 70 unit senior care facility on the Property; and WHEREAS, City staff and consultants have reviewed the final plans for this and hereby approve each and identify them as part of the official record for PUD No. 16. WHEREAS, the Developer has completed or has agreed to complete all other Page 1 requirements of the Zoning Code and related Ordinances of the City including: 1. Completion of and adherence to all requirements and conditions of Resolution No. 6786. 2. Dedication on the plat of Drainage and Utility Easements. 3. Submittal of Minnehaha Creek Watershed District (MCWD) permit approving the grading and stormwater management facilities plan for the development of the Property as proposed per the approved Grading, Drainage and SWPP Plan as noted herein. 4. Payment of the Sewer Connection and Water Connection Charges at the time of the building permit as established in Resolution No. 6786 as follows: a. Sewer Connection Charge: $6,330/acre x 3.5 acres = $22,155.00 b. Water Connection Charge: $10,480/acre x 3.5 acres = $36,680.00 5. Payment to the City of Stormwater and Drainage Trunk Fees for the development of the Property in the amount of $29,715.00 as established in Resolution No. 6786. 6. Payment of a Park Dedication Fee in the amount of $159,250.00, modified from the Fee established in Resolution No. 6786, to accommodate a reduction based on the number of memory care units [(24 senior, 24 assisted; and 1 memory care unit) 49 units x $3,250.00]. NOW, THEREFORE, BE IT RESOLVED that based on the findings of Resolution No. 6786, the City Council of the City of Orono does hereby grant Master Development Plan; Conditional Use Permit, and Final Plat Approval for PUD No. 16, subject to the following conditions: 1. The approvals are granted subject to conditions established within Resolution No. 6786 and plans attached herein as Exhibit A. 2. Upon the final approval and execution of this Resolution the City Council shall formally approve an ordinance amending the official zoning map of the City to rezone the Property from RR -113 PUD Single Family Rural Residential Planned Residential District to RPUD Residential Planned Unit Development District. 3. The Developer shall execute the Stormwater Maintenance Agreement as required by the MCWD. 4. The residence structure developed on the property shall be inconformity with the location, design and size requirements established in Resolution 6786. Any proposed development determined by the City to not be in conformity with said approvals may be made only after Page 2 approval by the city. Any substantial changes shall be recorded as amendments to the recorded copy of the final development plan. 5. Developer shall organize a preconstruction meeting following issuance of a building or grading permit on site. 6. Prior to commencement of construction, the City will inspect and document the condition of Kelley Parkway and the sidewalk along the south side of Kelley Parkway. The Developer shall be responsible for any damage that occurs as a result of their activities. 7. Developer shall recognize that no access directly onto Wayzata Boulevard shall be permitted at any time. 8. If construction of the development has not commenced, defined here as acquisition of a building permit for the principal structure, the City Council may declare the approvals granted within this Resolution as null and void. 9. Trail Improvement. The Stonebay Master Plan identifies a trail along the south property line of the Property. A public trail is planned along the north side of Wayzata Boulevard within that right of way. In order to eliminate trail redundancy, the Developer shall pay for any connections to the trail from the internal trail or sidewalks desired by the Developer. 10. The approvals granted in this Resolution shall become effective only when all conditions of approval requiring actions by the Developer have been satisfied. Adopted by the Orono City Council on this 27th day of August, 2018. 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NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF ORONO DOES HEREBY ORDAIN: Section 1. The Municipal Code of Orono is amended by amending the official zoning map and zoning district boundaries for the Property. Said Property is hereby rezoned from RR -1 B PUD Single Family Rural Residential Planned Unit Development District to RPUD Residential Planned Unit Development District. Section 2. This ordinance shall take effect upon publication in The Laker Pioneer newspaper and shall be effective upon publication. Adopted by the City Council of the City of Orono, Minnesota at a regular meeting held on the 27th day of August, 2018 by a vote of ayes and nays. ATTEST: Anna Carlson, City Clerk Dennis Walsh, Mayor Page 1 of 1 S TONEBA Y EIGHTH A DDI TION i 7 7-1 1A lF A A A nn/ -7- A -T- A A VL-_L��-� J�_��l VL -1 1 i lel v F7 0 \ ` N89 °05'10 "W 532.49 N IA/A \i-7 1 -7--A F 7A I-) r--'\ -T- V V I/ L_/ -j / 7-I L / LJ L_ L_ V/ -I I\ L/ V V L- I ri North line of HENNEPIN COUNTY SLATE AID HIGHWAY NO. 172, PLA T 98 PER C. R. Doc. No. 10027115 A l -T -\i -)/1 /1 n A //1 U U/ V 1 1 /\ L//-1 L-1 l V L/ 40 0 40 80 120 Scale in feet KNOW ALL PERSONS BY THESE PRESENTS: That Apex Holdings, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Hennepin, State of Minnesota, to wit; Outlot D, STONEBAY, according to the recorded plat thereof, Hennepin County, Minnesota. Has caused the some to be surveyed and platted as STONEBAY EIGHTH ADDITION In witness whereof said Apex Holdings, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of . 20 APEX HOLDINGS, LLC By Its STA TE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20 . by its of Apex Holdings, LLC, a Minnesota limited liability company, on behalf of the company. (Signature) Notary Public, My Commission Expires County, Minnesota (Name Printed) I Craig W. Morse do hereby certify that this plat was prepared by me or under my direct supervision; that l am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey- that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plot; and all public ways are shown and labeled on this plat. Dated this day of 20 Craig W. Morse, Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on this (Signature) Notary Public, My Commission Expires County, Minnesota day of . 20 . by Craig W. Morse. (Name Printed) ORONO, MINNESOTA N This plat of STONEBAY EIGHTH ADD/TION was approved and accepted by the City Council of Orono, Minnesota, at a regular meeting thereof held this / day of . 20 If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subdivision 2. CITY COUNCIL OF ORONO, MINNESOTA By By. Mayor Clerk Bearings shown are based on the south line of Outlot D, STONEBAY, which is assumed to bear N890 05' 10"W. • Denotes iron monument found and marked as shown. RESIDENT AND REAL ESTATF SERVICES, Hennepin County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this day of 20 Mark V. Chapin, County Auditor EPA Deputy SURVEY DIVISION, Hennepin County, Minnesota Pursuant to MINN. STAT. Sec. 3838.565 (1969) this plat has been approved this Chris F. Mavis, County Surveyor By day of , 20 COUNTY RECORDER, Hennepin County, Minnesota I hereby certify that the within plat of STONEBAY EIGHTH ADDITION recorded in this office this day of 20 at o'clock .M. Martin McCormick, County Recorder By Deputy --_� nn/ -T- A� (�a r\ L-L_L_L_ l V V/- l \ r- Found Capped Iron Pipe inscribed License No. 41842 r- Found Capped Iron Pipe inscribed License No. 41842 \ N89 °04'53"W 278.36 dR 25 °5109.. %Q \ - 78,57 10.00 x� -77 00 T 8S. 83 - 261 J0 0 \ N00040'46"E 13.40 --_= \` \, Drainage and Utility ' ' 774 p Easement Drainage and Utility Easement r/ -� \ SD r a 77 c) per the plot of STONEBAY \ S0701454"E ;; e ;Drainagd Utility 20.03-= an Easement Found Capped Iron Pipe \ BLOCK 1 N00054',54 "E \ 10.56 inscribed License No. 41842 I o 46 ` I \ � o LOT 1 j I I T l /1 T I PeiZ __T Drainage and Utility Easement o E --' per the plot of STONEBAY I o N ' l o o` w 3W 4, I 'Ie O -- 5.00 Drainage Utility) Easement end per the plat of ISTONEBAY O 2 70.00-- g—W 587 313 � S00°00'00'E �. — /I — — — — — — — — — — — — �` N89°05'10"W 78837 . 23.53 --' -Drainage and Utility ----------------- -_-_-_- Easement- =�_ --- Found 112 inch Open Iron Pipe - South line of Out/of D, o o -Drainage and Utility Easement -r STONEBAY 00 0 per the plat of STONEBAY r- Found Capped Iron Pipe 250.89 inscribed License No 41842 0 \ ` N89 °05'10 "W 532.49 N IA/A \i-7 1 -7--A F 7A I-) r--'\ -T- V V I/ L_/ -j / 7-I L / LJ L_ L_ V/ -I I\ L/ V V L- I ri North line of HENNEPIN COUNTY SLATE AID HIGHWAY NO. 172, PLA T 98 PER C. R. Doc. No. 10027115 A l -T -\i -)/1 /1 n A //1 U U/ V 1 1 /\ L//-1 L-1 l V L/ 40 0 40 80 120 Scale in feet KNOW ALL PERSONS BY THESE PRESENTS: That Apex Holdings, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Hennepin, State of Minnesota, to wit; Outlot D, STONEBAY, according to the recorded plat thereof, Hennepin County, Minnesota. Has caused the some to be surveyed and platted as STONEBAY EIGHTH ADDITION In witness whereof said Apex Holdings, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of . 20 APEX HOLDINGS, LLC By Its STA TE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 20 . by its of Apex Holdings, LLC, a Minnesota limited liability company, on behalf of the company. (Signature) Notary Public, My Commission Expires County, Minnesota (Name Printed) I Craig W. Morse do hereby certify that this plat was prepared by me or under my direct supervision; that l am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey- that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plot; and all public ways are shown and labeled on this plat. Dated this day of 20 Craig W. Morse, Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on this (Signature) Notary Public, My Commission Expires County, Minnesota day of . 20 . by Craig W. Morse. (Name Printed) ORONO, MINNESOTA N This plat of STONEBAY EIGHTH ADD/TION was approved and accepted by the City Council of Orono, Minnesota, at a regular meeting thereof held this / day of . 20 If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subdivision 2. CITY COUNCIL OF ORONO, MINNESOTA By By. Mayor Clerk Bearings shown are based on the south line of Outlot D, STONEBAY, which is assumed to bear N890 05' 10"W. • Denotes iron monument found and marked as shown. RESIDENT AND REAL ESTATF SERVICES, Hennepin County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this day of 20 Mark V. Chapin, County Auditor EPA Deputy SURVEY DIVISION, Hennepin County, Minnesota Pursuant to MINN. STAT. Sec. 3838.565 (1969) this plat has been approved this Chris F. Mavis, County Surveyor By day of , 20 COUNTY RECORDER, Hennepin County, Minnesota I hereby certify that the within plat of STONEBAY EIGHTH ADDITION recorded in this office this day of 20 at o'clock .M. Martin McCormick, County Recorder By Deputy 2018 Westwood Professional Services, Inc. Fi for Removals, Site, Grading, Utilities & Landscape for Orono Senior Housing 2635 Kelley Parkway Orono, Minnesota Prepared for: Apex Holdings LLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 Contact: Sanjeev Mangalick Email: sanjeevmanaglick@comcast.net Prepared by: Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Project number: 0011740.00 Contact: Ryan M. Bluhm Sheet List Table Sheet Number Sheet Title 1 Cover Sheet 2 ALTA—NSPS Land Title Survey 3 Removals Plan 4 Site Plan 5 Grading, Drainage & Erosion Control Plan 6 Utility Plan 7 Civil Details 8 Civil Details g Tree Inventory 10 Landscape Plan 11 Landscape Plan 12 SWPPP Narrative 13 SWPPP Notes NO. DATE REVISION SHEETS 03/20/18 Final Development Approval Plans 05/30/18 City Comments/Storm water 07/11/18 Watershed Comments 08/06/18 City Comments 08/08/18 City Comments Final Development Plans for Removals, Site, Grading, Utilities & Landscape for Orono Senior Orono, Minnesota Housing Date: 06/19/17 Sheet: 1 of 13 0011740CVP01.d c2017 Westwood Professional Services, Inc. IIN V S I �. i , sro — SAN 2.1 /NCIH-� �-1021.13 RIM �! 1009.83 INV. 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Crew. fiw ciudea: RIH Drawn: TJD Record Drawing by/date: Prepared for: K Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 Call 48 Hours before digging: 811 or call811.com LEGAL DESCRIPTION Common Ground Alliance Outlot D, Stonebay, Hennepin County, Minnesota GENERAL NOTES 1. This survey was prepared using American Land Title Association, Policy Number 0-9301-003042632, File Number MT14-70005-R having on effective date of January 31, 2014 at 2. -PM. 2. The address of the surveyed property is 2635 Kelley Parkway, Orono, MN 55356. (Table A Item 2) J. Subject property appears to be classified as Zone A when scaled from Flood Insurance Rate Map Community - Panel Number 27053C 0302F dated November 4, 2016. (Table A Item 3) 4. Subject property contains 152,3981 Sq.Ft. or 3.50f acres. (Table A Item 4) 5. No Zoning information provided by the client. (Table A Item 6 (a)) 6. Subject property contains 0 total parking stalls, including 0 handicapped stalls. (Table A Item 9) 7. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. (State One Call Ticket No. 1 70 79 0 783). (Table A Item 11) 8. Bearings are based on Hennepin County Coordinates. Elevations shown hereon are based on NAV988. The following notes correspond to the numbering system of Schedule B of American Land Title Association, Policy Number 0-9301-003042632, File Number MT14-70005-R . 5. Drainage and utility easements as shown on the recorded plat. AS SHOWN ON SURVEY. 6. Declaration of Easements, Restrictions and Covenants as shown in Document No. 8406752 and Declaration as shown in Document No. 8406755. 8406752 BLANKET DESCRIP77ON NOT SHOWN ON SURVEY. 8406755 REFERS TO PROPERTY LOTS 27-45, BLOCK, LOTS 1-9, BLOCK 2 AND OU7LOT G, STONEBAY, HENNEPIN COUNTY, MINNESOTA, NOT SUBJECT PROPERTY NOT SHOWN ON SURVEY. Master Declaration as shown in Document No. 8406753, with Declarant Rights transferred by Document No. 8690577. 8406753 BLANKET DESCRIP71ON NOT SHOWN ON SURVEY. 8690577 DOES NOT REFER TO SUBJECT PROPERTY, NOT SHOWN ON SURVEY. All Declarant Rights subsequently transferred by Document No. 9440875. BLANKET DESCRIP77ON NOT SHOWN ON SURVEY. 7. Highway Plat for Hennepin County State Aid Highway No. 112 as shown in Document No. 10021115. AS SHOWN ON SURVEY. CERTIFICATION To Apex Holdings LLC, Stewart Title Guaranty Company and American Land Title Association: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6(a) (b), 7(a), 8, 9, 11 and 13 of Table A thereof. The field work was completed on March 24, 2017 Date of Plat or Map: 4/03/2017 Robert L. Houle Minnesota License No. 43999 Bob.Houle@westwoodps.com LEGEND Date IO SANITARY MANHOLE ❑T TELEPHONE BOX co SEWER CLEANOUT OT TELEPHONE MANHOLE 5T STORM MANHOLE Tv CABLE TV BOX ® CATCH BASIN ® TRAFFIC CONTROL BOX ® BEEHIVE CATCH BASIN HAND HOLE ® FLARED END SECTION TRAFFIC LIGHT r0-' POWER POLE STREET LITE GUY WIRE BUSH/SHRUB ❑E ELECTRIC BOX CONIFEROUS TREE • E ELECTRIC METER DECIDUOUS TREE ELECTRIC MANHOLE WETLAND >< GA TE VALVE -Cry CABLE TV HYDRANT -GAS- GAS LINE W WATER METER -POH- POWER OVERHEAD CURB STOP BOX -PUG- POWER UNDERGROUND �W WATER MANHOLE -SAN- SANITARY SEWER Ow WELL _ST0- STORM SEWER GAS METER -TOH— TELEPHONE OVERHEAD ® STEEL/WOOD POST TUG TELEPHONE UNDERGROUND -� SIGN-TRAFFIC/OTHER _WA T- WATERMAIN tea- SIGN-TRAFFIC/OTHER -FOP- FIBER OPTIC FMAILI MAIL BOX x FENCE LINE HANDICAPPED STALL CURB & GUTTER G PERC TEST ACCESS CONTROL Mw MONITORING WELL GAS VALVE FIRE HOSE CONNECTION a° CONCRETE SURFACE ® CULVERT BITUMINOUS SURFACE FLOOD LIGHT GRA VEL SURFACE O SOIL BORING Orono Senior Housing Orono, Minnesota O Denotes Iron Monument Set • Denotes Iron Monument Found ODenotes Cast Iron Monument Found Vicinity Map Not to Scale 0' 30' 60' 90' 0011740ATF01.dwg Date: 06/19/17 sheet•. 2 of 13 ALTA-NSPS Land Title Survey C)2018 Westwood Professional Services, Inc. 1020.46 RIM �i 1014.13 INV NE 1016.61 INV W i 1013.91 INV S X [_ — — — rc>--- — — — / STO —o- 24 /N1 I SAN SAN -- R l WP / 1020.56 RIM----' 1013.69 INV N 1012 91 INV E /-1021.13 RIM / 1009.83 INV. E -W WA WAT— S TO STo _ 1 8 INCE, SAWCUT PAVEMENT ,12/ CH IN ------------- 0– /-1023.74 RIM i 1012.74 INV. E -W KELLEY PARKWA Y 4p1 ce�i — SAN �A SAN VA T WA r WA WAT SAN WA T___ x-1022.92 RIM 1014.89 /NV. W -SE WA T WAT—! 1 �-1021.58 RIM 1012.02"\ N- I— REMOVE CONCRETE / REMOVE REMOVE 6"CURB AND GUTTER BITUMINOUS GATE VALVE — — — PAVEMENT REMOVE CONCRETE SIDEWALK f REMOVE 6 LF 6" �__1021.76 ` PVC WATERMAIN 1010.12 V E -W /\ 1011.47 NV N I I \ I REMOVE GRAVEL IQ DRIVE I 13 I I I I I I � I II � II I I I I I I I I II 3 I I I � I I I II 31 II I I I I I I � ST I 1024.13 RIM I L--------------------------------- STo I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1012.43 INV E ------ 1012.14 /NV W ---s$o---------- Sro STo sro sro sro srosro sro ;-30 INCH s7o I I sro sro I I o \--1021.95 RIM I x x x x x x X� 1009.65 INV E -W GAS GAS X n' POH POH POH POH 101 GA POH POH— POH GAS POH GAS — � _r�� ��X POH —GAS POH POH POH PON �-- rrOH -POH POH X9009.24 INV zn /Ai/Iu 0 - - _ WAYZATA BOULEVARD WEST (HENNEPIN COUNTY STATE AID HIGHWAY 112) T_ Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under ffie laws of the State of Minnesota %R11L Ryan K Bluhm Date 08/08/18 License No. 41257 Revisions: 08/07/17 – City Comments 03/20/18 – Final Development Approval Plans 05/30/18 – City Comm ents/Stormwater 07/11/18 – Watershed Comments 08/06/18 – City/Watershed Comments 08/08/18 – City Comments Ped9ned; PUB RMB Drawn: S1fH Record Drawing by/date: Prepared for: � I X X X i Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 Removal Legend --------------- SAN ____4 SAN — WA r INA T wAT------l�> INAT— STO s70 GAS GAS PUG PUG POH PAH TUG 7UG TOH 7VH FOP FVP CTV CTV x x x x SB -19 Removal Notes Call 48 Hours before digging: 811 or call811.com Common Ground Alliance PROPERTY LINE CURB & GUTTER SAW CUT PAVEMENT SANITARY SEWER WATER MAIN HYDRANT STORM SEWER GAS UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND TELEPHONE OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION RETAINING WALL FENCE CONCRETE BITUMINOUS BUILDING TREE LIGHT POLE TRAFFIC SIGN CONSTRUCTION BARRICADE SOIL BORING LOCATION TREE LINE 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. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 5. EXTENT OF REMOVALS AT CONNECTIONS TO EXISTING PAVEMENT SHALL BE COORDINATED IN THE FIELD WITH THE CITY PRIOR TO ANY WORK. CONCRETE SIDEWALK REMOVAL LIMITS SHALL BE LOCATED AT A JOINT. Orono Senior Housing Orono, Minnesota L %=E� 0' 30' 60' 90' 0011740RMPOl.dwg Date: 06/19/17 sheet: 3 of 13 Removals Plan C)2018 Westwood Professional Services, Inc. 5.10 Sign Legend REFERENCE S.1 STOP SIGN S.2 HANDICAP ACCESSIBLE S.3 DO NOT ENTER S.4 BEGIN ONE WAY .-o. — F — X X X7o - a XR 15' R 15' 65.42' V X 24' r ------ I S.4 Q 4R 15' F g' R1 5' O R2 R50' 1 20' X S.1 VQ r, v ci KELLEY PARKWA YAT – 0 – -J-: —;/ X _ 10' EASEMENT R412' 13 CURB AND GUTTER —X—X— FENCE Site Development Summary CONCRETE PAVEMENT SIZE ZPAR71NGSET AC MnDOT DESIGNATION PROPERTY AREA: 152,398 SF (3.50 AC) PROPOSED PARKING: 30" X 30" R1-1 EXISTING ZONING: RR -113 PUD UNDERGROUND PARKING STALLS 39 12" X 18" R7 -8M PROPOSED ZONING: RPUD SURFACE PARKING STALLS 46 (4 ADA) 35.00' I S.2 TOTAL 85 30" X 30" R5-1 BUILDING GROSS SIZE: 39,976 SF 24" X 30" R6—X1 FLOOR—AREA—RATIO: 0.52 BUILDING HEIGHT: 2 STORIES (31'-1") PERVIOUS AREA: 58,522 SF (1.34 AC) 38.40% IMPERVIOUS AREA: 93,876 SF (2.16 AC) 61.60% i TOTAL UNITS: 70 UNITS (SEE ARCH PLANS FOR DETAILS) — F — X X X7o - a XR 15' R 15' 65.42' V X 24' r ------ I S.4 Q 4R 15' F g' R1 5' O R2 R50' 1 20' X S.1 VQ r, v ci KELLEY PARKWA YAT – 0 – -J-: —;/ X _ 10' EASEMENT R412' 13 CURB AND GUTTER —X—X— FENCE ° CONCRETE PAVEMENT 20' ZPAR71NGSET AC STAMPED CONCRETE PAVEMENT ® R5 R5 K4 24 A — O R1 5' R20' O "a R1 4' I 6, R34' V R44' 24' -� 35' BUILDING SETBACK R20'— 24 C 45.98' ` R15' 60' R388' --R15 D ' \ R 20' R3 R3' O H _ U �y7 Np�ed J � 6 K R15' � R K \ M! ME ��r N fR2\ I \ 1 O I R14' M K R62' 20' R38' R38'� �I I •° ° R62' R5' � R34' U D I B O z W N D (Ti O Ml co 1 C I R r U OR5' F z z H FI C) �' I < m m MM ED CD I I I M. 1 T a It I I I I I Site Legend EXISTING PROPERTY LINE EASEMENT LINE SETBACK LINE Y �i m CURB AND GUTTER —X—X— FENCE ° CONCRETE PAVEMENT CONCRETE SIDEWALK cn z wl STAMPED CONCRETE PAVEMENT ® HEAVY DUTY BITUMINOUS PAVEMENT 68 NUMBER OF PARKING STALLS Q TRANSFORMER ❑-a SITE LIGHTING —�— TRAFFIC SIGN I POWER POLE • BOLLARD / POST Y �i m Y m PROPOSED BOILDING z w :2 I w `� Footprint = 39,1976 s.f. z cn z wl FFE=1028.p S of a- m GARAGE=1017.0 1 0 L O I LIMITS OF LOWER LEVEL GARAGE T I 10 R5' 35.00' I S.2 GN R0' R20' V 40' d d 50' BUIL ING SET R2 54.87' P I S.3 d R5' R10' A � 30' EASEMENT 20' O— — 24' D R5' R10 R200 ------------ — — — — — — — — — — — — — R44' C C — — — O — — — R200' -------------- _ ---------- ------------------------ Li�--'��4—�—X—X—X—X—X—X—X�x 10' TRAIL EASEMENT �x GAS POH POH POH POH (POH POH P POH GAS POH GAS GA OAs POH POH POH POH POH Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. WAYZATA BOULEVARD WEST (HENNEP/N COUNTY STATE AID HIGHWAY 112) I hereby certify that this plan was prepared by me or under my Revisions. direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under ffie laws of the State of Minnesota 08/07/17 — City Comments 03/20/18 — Final Development Approval Plans 05/30/18 — City Comm ents/Stormwater 07/11/18 — Watershed Comments Ryan K Bluhm 08/06/18 — City/Watershed Comments 08/08/18 —City Comments Date 08/08/18 License No. 41257 Ped9ned; PUB Checked: RMB Drawn: SYE Record Drawing by/date: Prepared for: I I I �I I I \I \ I --------- 1 GAS POH POH POH x x x F Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 Call 48 Hours before digging: 811 or cal1811.com General Site Notes Common Ground Alliance 1. BACKGROUND INFORMATION FOR THIS PROJECT OBTAINED BY WESTWOOD PROFESSIONAL SERVICES, ON 06/02/2016. 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 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, 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. CONTRACTOR TO PROVIDE MUTCD CONSTRUCTION PHASED TRAFFIC CONTROL AS REQUIRED TO PROTECT WORKMEN AND THE PUBLIC. 12. THE CONDITION OF THE REGIONAL POND ADJACENT TO THE SITE MUST BE REVIEWED BY THE CITY AND CONTRACTOR PRIOR TO AND WORK. THE POND BOTTOM MUST BE VERIFIED WITH SURVEY PRIOR TO ANY WORK, AND ONCE WORK COMMENCES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY SEDIMENT ADDED TO THE POND DUE TO SITE CONSTRUCTION. 13. THE CONDITION OF KELLEY PARKWAY AND ADJACENT SIDEWALK MUST BE VERIFIED WITH VIDEO OR PICTURE. ANY DAMAGE TO THE STREET OR SIDEWALK AFTER WORK COMMENCES SHALL BE DEEMED TO BE CAUSED BY THE CONTRACTOR AND THE OWNERS RESPONSIBILITY TO REPAIR. Site Key Notes O A 8612 CURB AND GUTTER B PEDESTRIAN CURB RAMP C TRAFFIC ARROW (TYP.) D HANDICAP ACCESSIBLE SIGNAGE AND STRIPING E BITUMINOUS PAVEMENT (SEE DETAIL) F MATCH EXISTING CURB, GUTTER AND VALLEY SECTION G EXISTING CONCRETE CURB H PLANTED AREA (SEE LANDSCAPE PLAN) I CONCRETE SIDEWALK J FLUSH CURB K TRANSITION TO FLUSH CURB L TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS) M UNDERGROUND PARKING ENTRANCE N DELIVERY TRUCK PARKING 0 EMPLOYEE PARKING P FIRE LANE Q MONUMENT SIGN R INTERIOR COURTYARD S PROPOSED TRANSFORMER LOCATION T PICNIC SHELTER U RETAINING WALL. ALL WALLS OVER 4 FEET IN HEIGHT TO BE DESIGNED BY A STRUCTURAL ENGINEER AND A FENCE PROVIDED. V PROPOSED DRAINAGE AND UTILITY EASEMENT W RAIN GARDEN X TRUNCATED DOMES 0' 30' 60' 90' 0011740SPP01.dwg Date: 06/19/17 Sheet: 4 OF 13 Orono Senior Housing Orono, Minnesota Site Plan ©2018 Westwood Professional Services, Inc. cU N - SAN \10e , 1025.20) C 1024.1 RhW J - 1012.43 INV E ` 10152.14 INV W POH - Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Grading Legend \ 1022.03 ROC _ _ ^^ � Notes Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance -_980- 'w000� X980_ PROPERTY LINE 982 982 -- -10 10 10. UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE n �qA \ �qT\ I � INTERVAL CONTOUR STO �® ■ o 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND / WA T DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, RIDGE LINE SAN SILT FENCE EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. STORM SEWER 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD RIPRAP \ \ X91.00 X91.00 O WATER MAIN \ 1022.03 ROC _ _ ^^ � Notes Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance 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. �1 1 \1020.16 RIM \ 7 9.\ INV W-s� 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PROPERTY LINE PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND INDEX CONTOUR 10. UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE -� 1020 �� �qA \ �qT\ I NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. INTERVAL CONTOUR CURB AND GUTTER 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, RIDGE LINE PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND SILT FENCE EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. STORM SEWER 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD RIPRAP SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. WATER MAIN SANITARY SEWER 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS ROCK EXIT OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. FIBER BLANKET 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN SPOT ELEVATION AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC INLET PROTECTION CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. RETAINING WALL 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. i 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. �1 1 \1020.16 RIM \ 7 9.\ INV W-s� 0 �3 10 �� �g 8. 9. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. I \�� 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE -� 1020 �� �qA \ �qT\ I 11. 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. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER 1049 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING \ G THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT \ REQUIREMENTS. 101- IOlB \ 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 '19,24 V1 MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY -LOADED TANDEM -AXLE DUMP 30 /NCP -- PROP E ro TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER BOTTOM=1012.0 ��� SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF OUTLE,O - `\ FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. -'100-YR HWL-1015.85 VOLUME BELOW OUTLET -8491 CF 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS (SEE DETAIL ON SHEET 8 SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS FOR ADDITIONAL INFORMAT ) OUTLINED IN MNDOT 2105.31`1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, - RA A OF SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY CD COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT EXISTING POND GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR NWL=1009.0 t H WL=1013.0 UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. (PER DESIGN PLAN) THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS \_,� AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. n Erosion Control Notes azo ����� . • L\1009MINI � V )7 l C YZA TA BOULEVARD WEST ;_7 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINM under ffie laws of the State of Minnesota %9 - Ryan K Bluhm Date 08/08/18 License No. 41257 Revisions: 08/07/17 - City Comments 03/20/18 - Final Development Approval Plans 05/30/18 - City Comm ents/Stormwater 07/11/18 - Watershed Comments 08/06/18 - City/Watershed Comments 08/08/18 - City Comments Ped9ned; PUB Checked: RMB Drawn: S1fH Record Drawing by/date: Prepared for: Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY EXCAVATION/CONSTRUCTION ACTIVITIES. 2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION ENTRANCES. 3. SILTATION AND EROSION CONTROL: 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, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. CONTROL 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 CONTRACTOR'S 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 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. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS CONSTRUCTION. 5. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADED WITHIN SEVEN (7) DAYS. 6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR WOOD FIBER BLANKET IS REQUIRED. 7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY. Orono Senior Housing Orono, Minnesota 0011740GDPOl .dwg Date: 06/19/17 Sheet: 5 OF 13 Grading, Drainage & Erosion Control Plan C)2018 Westwood Professional Services, Inc. - SAN -1020.46 RIM � �i 1014.13 INV NE 1016.61 INV W i 1013.91 INV S X ;PST---- { STO 24 INCH- I 1-1021.13 RIM 1009.83 INV. E -W -SAN- R, 8 /NCH 12 L WA WA AT- I STO STO 1020.56 RIM --- 1013.69 /NV N 1012.91 INV E CBMH 207 RE=1025.50 I E=1021.82 ------- - - - I FFRCBMH 106 =1023.90 IE=1020.40 / _ CONNECT TO EXiS l iNG C SANITARY STUB AND EXTEND 33tF. PRIOR TO CONNECT TO EXISTING ` r-1023.74 RIM CONSTRUCTION, FIELD VERIFY 0� -WM STUB WITH HYDRANT i 1012.74 /NV. E -w r ND INVERT��{{ELEVATION. AND 6" GATE VALVE KLE? ND cans - SAN/ __SAn Wf WA WAT-P-RIOR-TO-STORM SEWER _C�LLSTRUCTION, V Y-3 CLEARANCE AT UTILITY: SSING WITH--Fi9�_ 30 /NCH VERIFIED SANITARY STUB IN RT. NOTIFY ENGINEER STOFOR D SIGN SUBMITTAL T6 -CITY -F CT - v 57 LF 12" RCP ® 0.58% CBMH 105 RE=1024.00 - IE=1020.07 AREA DRAIN 302 AREA DRAIN 301 PROPOSED BI�ILDING RE=1027.50 RE=1027.50 IE=1023.50 IE=1023.09 Footprint = 39,1976 s.f. FFE=1028.p E=101 7.0 I rte -1022.92 RIM 1014.89 INV. W -SE WAT Z 7 CONNECT AND6"G Utility Legend EXISTING PROPOSED �-1021.58 RIM ISMIG2.02 INV N H CBMH 104 \ \ T VALVE RE=1023.00 \ 1E(;M)=1017.50 \ 1 =11 .3-0 \ 257 LF 12�►RCP ® 1.007 STO �9T 1011.47 /N1 1.009, CBMH01 1 \ \ IE=1016.7 STp \ I \ �2 LF -__15" SANITARY STUB \ RCP ® 1.00 3 IE=1019.00 ��20 1.00% COORDINATE GARAGE DRAIN I SUMP WITH MECHANICAL VERIFY SERVICE SIZE WITH PLUMBING DESIGN PER STATE PLUMBING CODE CBMH PROPERTY LINE - - - - - - - - EASEMENT LINE PVC sro CBMH 210 8 LF 12" RCP CURB AND GUTTER IE(N)=1014.40 SAN - _®_-2�� - - - - ZE=f022.�60--- SANITARY SEWER F= ►► ■ STORM SEWER sro STUB FOR ICOURTYARD I WATER MAIN WA T- WA I-..} HYDRANT >< cas- GATE VALVE ® hop. FLARED END SECTION �-1021.58 RIM ISMIG2.02 INV N H CBMH 104 \ \ T VALVE RE=1023.00 \ 1E(;M)=1017.50 \ 1 =11 .3-0 \ 257 LF 12�►RCP ® 1.007 STO �9T 1011.47 /N1 1.009, CBMH01 1 \ \ IE=1016.7 STp \ I \ �2 LF -__15" SANITARY STUB \ RCP ® 1.00 3 IE=1019.00 ��20 1.00% COORDINATE GARAGE DRAIN I SUMP WITH MECHANICAL VERIFY SERVICE SIZE WITH PLUMBING DESIGN PER STATE PLUMBING CODE 6 LF -8 PVC 119 LF -8 PVC 49 LF 12" I IES) -1022.44 I 179 LF- PVC PVC I RCP ® 0.5% 18 LF 10" PVC ® 1.0% 11 1024.13 RIM - _ _ 56 LF 12" ;QP ® 0.50% J"► LF 12" RCP ® 0..� ►►97 LF 15" RCP ®►Q50% ►►134 LF 15" RCP 0.50% ►► 1012.43 INV E ` - - - - - - - - - - - - - - _ - 1012.14 /NV W - - STO G. POH - POH TRENCH IN CBMH 12 LF 18 RE=1016.90 STC 41 LF,EC PVC 5 10" PVC sro CBMH 210 8 LF 12" RCP "x8" TEE IE(N)=1014.40 - - E- M2T- - - - - _®_-2�� - - - - ZE=f022.�60--- - RE=1026.60 --------® 2.00%- --„----- CBMH 209 101 1. 18" STUB FOR ICOURTYARD 44 LF 12" LF �"��� _____ CBMH 208 IE=1014014.00 13 RCP ® 0.30% x x x x______ IE=1022.10 1009.65 INV E -W RE=1025.80 cas- DRAINAGE. IE=1021.22 _ GAS 48" LOCATION OF EXIST. 105 12" HDPE SDR11 WM. 01IE=1021.90 -POHe PO o01 POhr' 'OH \ -Y x ---GAS= POH -� LOCATION AND 2'x3' COORDINATE WITH 200 FES 15" ----- 201 STMH 48" R -1642B STMH 205 8" PVC WMPLUMBING LANS. R -1642B 203 STMH 48" R -1642B 204 STMH 48" R -1642B RE=1026.90 E=1020.29 STUB CONNECT COURTYARD 48" R -1642B 206 STMH STMH 20 R -1642B 207 CB IE(E, DRAINS TO INTERIOR 208 CB 2'x3' R-3067 RE=1026.1 CB 2'x3' R-3067 210 IE(S)=1022.44 PLUMBING. COORDINATE R-3067 RE=1026.90 STMH 203 IE(SE)=1021.70 R-3067 301 AREA DRAIN WITH MECHANICAL. NYLOPLAST _ RE=1026.50 = 19.55- - I�E=1020.22 IE(W)=1020.91--- - -1-024- 86------- I . IE(N021.04 - � 6 LF -8 PVC 119 LF -8 PVC 49 LF 12" I IES) -1022.44 I 179 LF- PVC PVC I RCP ® 0.5% 18 LF 10" PVC ® 1.0% 11 1024.13 RIM - _ _ 56 LF 12" ;QP ® 0.50% J"► LF 12" RCP ® 0..� ►►97 LF 15" RCP ®►Q50% ►►134 LF 15" RCP 0.50% ►► 1012.43 INV E ` - - - - - - - - - - - - - - _ - 1012.14 /NV W - - STO G. POH - POH TRENCH IN CBMH 12 LF 18 RE=1016.90 STC RCP ® 1.177 IE(S)=1014.60 sro CBMH 210 8 LF 12" RCP "x8" TEE IE(N)=1014.40 - - E- M2T- - - - - _®_-2�� - - - - ZE=f022.�60--- - RE=1026.60 --------® 2.00%- --„----- CBMH 209 101 i 18" FES -101 44 LF 12" LF �"��� _____ CBMH 208 IE=1014014.00 13 RCP ® 0.30% x x x x______ IE=1022.10 (WITH CLASS III RIPRAP) 11020.16 RIM I 1i9Q9.03 /NV W -SE 1 <YqT \ CBMH 102 Vo RE=1022.50 1 I :a I IE(NW)=1016.10 I IE(W)=1014.54 IE(E)=1014.14 to I SUMP)=1010.14 23 LF 15" RCP ® 0.70% STMH 201 RE=1025.83 E(SW)=1019.15 ❑ IE(E)=1015.16 IE SUMP)=1011.16 67 F 15" RCP 0.60% J II .Q I �I Am (D I I FE -200 � IE5.00 3 I I I 8 1-1--8" PVC --A 69 L1_ I - STO 18 LF 12" RCP @ 11 J� - - - - - - - - - - - - STMH 2O6T CBMH sro sr ,� INCH STC RE=1026.30 8 LF 12 RCP 211 RE=1026.60 sro CBMH 210 8 LF 12" RCP "x8" TEE ----- - - E- M2T- - - - - _®_-2�� - - - - ZE=f022.�60--- - RE=1026.60 --------® 2.00%- --„----- CBMH 209 101 i 18" IE=1022.60 35 LF -6 PVC ---RE=a026�------------ �"��� _____ CBMH 208 60" x x x x x______ IE=1022.10 1009.65 INV E -W RE=1025.80 cas- 104 _ GAS 48" LOCATION OF EXIST. 105 12" HDPE SDR11 WM. 01IE=1021.90 -POHe PO o01 POhr' 'OH \ -Y x ---GAS= POH -� Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. HYDRANT WITH 6" GATE VALVE 12 LF 12" RCP ® 2.00% _P0 RAISE STMH RIM AND ADJUST CASTING AS NEEDED TO AVOID PROPOSED CURB RE=1026.34 WAYZATA BOULEVARD WEST (HENNEP/N COUNTY STATE AID HIGHWAY 112) I hereby certify that this plan was prepared by me or under my Revisionm direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under ffie laws of the State of Minnesota 08/07/17 - City Comments 03/20/18 - Final Development Approval Plans 05/30/18 - City Comm ents/Stormwater 07/11/18 - Watershed Comments Ryan K Bluhm 08/06/18 - City/Watershed Comments 08/08/18 -City Comments Dam 08/08/18 _License No. 41257 Ped9ned; PUB Checked: RMB Drawn: SYE Record Drawing by/date: I `1009.24 /NV 30 INCH -35 LF 18" RCP ® 1.00% FES -99 IE=1009.00 OCS-100 RE=1015.00 IE(DT)=1009.50 IE(E)=1009.35 �8" GATE VALVE SEWER CASTING CONNECT TO STRUCTURE NUMBER TYPE EXISTING 12" CASTING TYPE PVC WM WITH FES "x8" TEE ----- ® � I 48" R-4342 101 i 18" ----- i CBMH 60" 1009.01 INV 103 CBMH 30 /NCH R-3067 104 -APPROXIMATE 48" LOCATION OF EXIST. 105 12" HDPE SDR11 WM. 48" FIELD VERIFY 106 LOCATION AND 2'x3' ELEVATION OF WM. POH 200 1 Prepared for: Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 Call 48 Hours before digging: 811 or ca11811.com General Utility Notes Common Ground Alliance 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, STORM SEWER AND WATER MAIN INSTALLATIONS SHALL BE PER 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 MAIN CROSSINGS WITH SANITARY SEWER OR STORM SEWER. 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 12. ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS 52 WITH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM SANITARY SEWER & STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. 13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 14. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS, PIPE SHALL BE PVC SCHEDULE 40. 15. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET REQUIREMENTS OF ASTM F2648. PIPE SHALL BE WATER TIGHT ACCORDING TO ASTM D3212 REQUIREMENTS. SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED. PVC STORM SEWER PIPE SHALL BE SCHEDULE 40 PIPE. FLARED END SECTIONS SHALL BE RCP WITH TRASH GUARDS & RIP -RAP. 16. SIGNS SHOULD BE PROVIDED FOR MANHOLES, GATE VALVES AND FLARED END SECTIONS IN THE AREA EAST OF THE RETAINING WALL TO MARK UTILITIES. STORM SEWER CASTING SCHEDULE STRUCTURE NUMBER TYPE DIA. CASTING TYPE 99 FES 18" ----- 100 OCS 48" R-4342 101 FES 18" ----- 102 CBMH 60" R-3067 103 CBMH 48" R-3067 104 CBMH 48" R-3067 105 CBMH 48" R-3067 106 CB 2'x3' R-3067 200 FES 15" ----- 201 STMH 48" R -1642B 202 STMH 48" R -1642B 203 STMH 48" R -1642B 204 STMH 48" R -1642B 205 STMH 48" R -1642B 206 STMH 48" R -1642B 207 CB 21x3' R-3067 208 CB 2'x3' R-3067 209 CB 2'x3' R-3067 210 CB 2'x3' R-3067 211 CB 2'x3' R-3067 301 AREA DRAIN 12" NYLOPLAST 302 AREA DRAIN 12" NYLOPLAST Orono Senior Housing Orono, Minnesota 0' 30' 60' 90' 0011740UTPOl.dwg Date: 06/19/17 Sheet: 6 OF 13 Utility Plan C)2018 Westwood Professional Services, Inc. L COMPACTED BACKFILL Bc O.SBe 2000# CONCRETE 0' SBC LOAD FACTOR 2.3 BC+12" MIN. "Bc" DENOTES O DECLASS A DIAMETER OF PIPE CONCRETE BACKFILL TO 0.5 OF OUTSIDE DIAMETER WITH SHAPED BEDDING. 12" COMPACTED BACKFILL + + + ~• 0.5Bc+++ BC/4 BUT NOT COURSE FILTER AGGREGATE + + + + + P + MNDOT SPEC. 3149H MOD. LESS THAN 6" - + + + + + + - LOAD FACTOR 1.9 ec+12" MIN.7DIAMETER Bc" DENOTES OUTSIDE CLASS B Bc+12" 7MIN. OF PIPE HAND SHAPED FROM ANGULAR LBEDDING MATERIAL 6" COMPACTED BACKFILL _ Bc • • COURSE FILTER AGGREGATE MNDOT SPECT 3149H MOD. 0.580 "BC' DENOTES OUTSIDE LOAD FACTOR 1.5 Bc+12" MIN. DIAMETER OF PIPE CLASS C-1 HAND SHAPED FROM FIRM UNDISTURBED SOIL 6" COMPACTED BACKFILL BC/4 BUT NOT+++COURSE FILTER AGGREGATE MNDOT SPEC. 3149H MOD. LESS THAN 6" - + + + + + + LOAD FACTOR 1.5 "Bc" DENOTES OUTSIDE CLASS C-2 =1+11MIN.1 DIAMETER OF PIPE HAND SHAPED FROM ANGULAR BEDDING MATERIAL Q A. LAST REVISION: O O BEDDING METHODS JAN 2006 F FOR RCP <4$seuoa� GEN -4 139 GEN-4.DWG PVB�G�O� Sa,M IV, 46, ROCK -6" MINIMUM DEPTH- J pU. p(, p(� p(, WOOD/MULCH-12" X9..0 00 DO DO 00 0 MINIMUM DEPTH OQOOQOOQOOQO OOo OOO WASHED ROCK OR WOOD/MULCH PER VJtOAN SPECIFICATIONS 20 M`NlMUM 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE NOTES: 1. MnDOT 3733 TYPE 4 FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TO STOP MUD MIGRATION THROUGH MATERIAL. 2. FUGITIVE ROCK OR MULCH WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY. 3. CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED PRIOR TO THE COMMENCEMENT OF GRADING OPERATIONS ON THE SITE. 4. THE ENTRANCE MUST BE MAINTAINED IN PROPER CONDITION TO PREVENT TRACKING OF MUD OFF THE SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL ROCK, WOOD/MULCH, OR REMOVAL AND REINSTALLATION OF THE PAD. 5. THIS ENTRANCE WILL BE USED BY ALL VEHICLES ENTERING OR LEAVING THE PROJECT. 6. THE CONSTRUCTION ENTRANCE WILL BE REMOVED PRIOR TO THE PLACEMENT OF BITUMINOUS SURFACING. 10.04, REVISION: 0. �O CONSTRUCTION ENTRANCE Aprii zoos ROCK WOOD / MULCH PATE NO. GROUT BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT. \ MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM. / NEENAH R1642B FRAME AND COVER OR EQUAL WITH 2 CONCEALED PICK HOLES. MINIMUM OF 2 MAXIMUM OF 6 CONCRETE ADJUSTMENT RINGS WITH 2 BEADS OF PLAN RAM-NEK BETWEEN BOTH BOTTOM RING AND STRUCTURE AND TOP RING AND FOR 6' DIAM. MANHOLE AN 8" CASTING. FULL BED OF MORTAR BETWEEN PRECAST SLAB IS REQUIRED. MIDDLE RINGS. MORTAR SHALL BE PURE PORTLAND SPECMIX OR APPROVED EQUAL. INFI-SHIELD EXTERNAL SEALING SLEEVE (MIN. 2" OVERLAT.) 6" PRECAST REINFORCED CONCRETE i. MANHOLE SLAB WITH #4 BARS AT 5" O.C. EACH WAY AND 244 BARS AT ALL SIDES OF OPENING. y S., INSTALL INFI-SHIELD GATOR WRAP OR APPROVED EQUAL MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER. u� 4'-0" OR 6-0" ALUMINUM STEPS APPROVED. a ALL JOINTS IN MANHOLE TO HAVE > � SLOPE "O" RING RUBBER GASKETS. PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL MINIMUM SLAB THICKNESS, 6" FOR 14' 5" DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14', SECTION AND REINFORCE WITH 6"X6" 10/10 MESH. O� Q ASO LAST REVISION: •Y JUNCTION MANHOLE WITH SLAB TOP JAN 2011 " > F STORM SEWER • G [�N�0 139-STO-2.DWG Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. COMPACTED BACKFILL 12" +++ + + + + ++ GRANULAR BORROW Bc ++ + MNDOT SPEC. 3149A b++ MOD. 6" =12MIN' Bc" DENOTES OUTSIDE IAMETER OF PIPE PIPE FOUNDATION & BEDDING IN GOOD SOILS COMPACTED 1 BACKFILL 12" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + COURSE FILTER + + + + + + + + + + + + + + +++ + + BO + + + + + AGGR. MNDOT ++++++++++ 0.8B+++++++4 - SPEC. 3149H MOD. + + + + + + + + + + 6" PAY DEPTH FOUNDATION 6" PAY Bc+12" MIN. "Bc" DENOTES OUTSIDE DIAMETER OF PIPE PIPE FOUNDATION & BEDDING IN POOR SOILS 04Q LAST REVISION: 0 BEDDING METHODS JAN 2006 y F FOR VCP, PVC, DIP OR HDPE O PLATE NO. GEN -5 139 GEN-5.DWG NOTES: ALL DIP WATERMAIN SHALL BE DROP LID WRAPPED WITH 8 MIL POLY wnrER TYLER NO. 6860 INCLUDING ALL MECHANICAL JOINTS MUELLER NO. H-10361 BIPPY-STE-CROIX NO. B-5160 7.5' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. MEGALUGS OR 2 - 3/4" TIE RODS REQUIRED FROM VALVE TO TEE. GRADE TOP TYLER NO. 6860 26" ADJUST TOP TO 1/2 BELOW MUELLER NO. H-10361 26" GRADE. BOX TO BE SET TO BIPPY-STE-CROD( NO. VB502 27" PROVIDE 12" OF ADJUSTMENT. EXTENSION TYLER NO. 6860 TYLER NO. 58 14" MUELLER NO. H-10357 NO. 59 18" BIPPY-STE-CROIX B-5001 N0. 60 24" GATE VALVE BOX, SCREW TYPE, MUELLER NO. 58 14" 3 PIECE, 5 1/4" SHAFT, SIZE G NO. 59 20" BOX, 7-6" EXTENDED, #6 BIPPY-STE-CROIX ROUND BASE VB520 NO.57 9" VB521 NO.58 14" VB522 NO.59 20" VB523 NO.60 26" NUT EXTENSION INSTALLED ONLY WHEN REQUIRED BOTTOM STAINLESS STEEL BOLTS TYLER NO. 6860 65" MUELLER NO. H-10361 65" BIPPY-STE-CROIX NO. VB516 60" RESILIANT WEDGE VALVE CONFORMING TO AWWA C-509-80 STANDARDS 3' GATE VALVE ADAPTER r MEGALUG �MEGALUG BASE 8" CONC. BLOCK 04 Q LAST REVISION: �O GATE VALVE AND BDX JAN 2011 INSTALLATION pLATENO. 139-WAT-I.DWG 24"X36" SLAB OPENING FOR NEENAH R3067V OR EQUAL (VANE GRATE SHOWN) GRATE SHALL HAVE "DUMP NO WASTE, DRAINS TO FRESH WATER ON CASTING. DIMENSION FROM BACK OF CURB TO CENTER OF PIPE. 4' DIA. MH - 9" IN FROM BACK OF CURB 5' DIA. MH - 3" IN FROM BACK OF CURB V DIA. MH - 3" BEHIND BACK OF CURB 7' DIA. MH - 9" BEHIND BACK OF CURB 8' DIA. MH - 15" BEHIND BACK OF CURB MINIMUM OF 2 AND MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH 2 BEADS OF RAM-NEK BETWEEN BOTH PLAN BOTTOM RING AND STRUCTURE, TOP RING AND CASTING. FULL BED OF MORTAR 3" RADIUS BETWEEN MIDDLE RINGS. INFI-SHIELD EXTERNAL SEALING SLEEVE AROUND ALL ADJUSTING RINGS (MIN. Y' OVERLAP.) 1 VARIES RING W/RAM-NEK=0.23'; MAX. HORIZONTAL OFFSET=0.25'(3"). 12'-16" 6" PRECAST REINFORCED CONCRETE SLAB. TOP OF BARREL SECTION UNDER TOP SLAB VARIES TO HAVE FLAT TOP EDGE SEALED WITH 2 W-0" TYP. BEADS OF RAMNEK OR EQUAL. WRAP EXTERIOR JOINT WITH INFI-SHIELD v 5" GATOR WRAP OR APPROVED EQUAL. LWn ALL JOINTS IN MANHOLE TO HAVE "0" RING RUBBER GASKETS. PRECAST CONCRETE SECTION MANHOLE STEPS, NEENAH R19813 OR �6" PIPE EQUAL, 15" O.C., ALUMINUM STEPS DIA APPROVED. 4" PVC TEE FOR DRAINTILE CONNECTION. E. NO BLOCK STRUCTURES ARE ALLOWED. MINIMUM SLAB THICKNESS, 6" FOR SECTION STRUCTURES 14'IN DEPTH. INCREASE MAL SHALL BE PURE PORTLAN THICKNESS 1" FOR EACH 4' OF DEPTH SPECMIX OR APPROVED EQUAL. GREATER THAN 14', AND REINFORCE WITH 6"X6" 10/10 MESH. GROUT BOTTOM Q A� LA57 REVISION: Ol O CATCHBASIN MANHOLE JAN 2011 TYPE II Ci PLATE ND. r 139-STO-3.DWG STEEL FENCE POST (T -POST), MONOFILAMENT GEOTEXTILE MINIMUM 5' LONG, FABRIC PER MNDOT TABLE 6' MAXIMUM SPACING. 3886-1. ATTACH FABRIC TO POST WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. POST NOTCHES TO FACE AWAY FROM FABRIC. LAY FABRIC IN THE TRENCH, BACKFILL WITH NATURAL SOIL, AND COMPACT WITH LIGHT EQUIPMENT PRIOR TO PLACEMENT OF THE POSTS. DIRECTION OF SURFACE FLOW 6- 24" MINIMUM POST EMBEDMENT 6" NOTES: 1. SPLICING WILL BE MADE AT OPPOSING SILT FENCE POSTS BY PLACING POSTS AND SILT FENCE NEXT TO EACH OTHER AND ROTATING 360'. 2. HEAVY DUTY SILT FENCE IS MACHINE SLICED TYPE SILT FENCE THAT IS HAND INSTALLED IN AREAS INACCESSIBLE TO EQUIPMENT DUE TO SPACE LIMITATIONS, WET SOILS, STEEP SLOPES, ETC. 4 Q � UST REVISION: O O 11 SILT FENCE AP�i zoos HEAVY DUTY ° PIATENO. ERO-1C "HYDRAFINDER" HYDRANT LOCATOR (PROVIDE 2 PER HYDRANT, HYDRANT SHALL BE WATEROUS DELVER EXTRA ONE TO ORONO PACER WB -100 OR WB -67 WITH PUBLIC WORKS.) STAINLESS BOLTS AND 16" TRAFFIC BREAK OFF SECTION HYDRANT SHALL BE FOR 8.0' BURY. WATERMAIN SHALL HAVE T-6" OF COVER. FOR VALVE BOX INSTALLTION SEE DETAIL PLATE NO. WAT-1. CONNECT PLAN LAST REVISION: ]AN 2006 s O <'AEeITOO WATER MAIN WET TAP TRACER WIRE 36"- 90" BEND WAT 4 r B1 TO BOTTOM m a D2 16" BREAK OFF HYDRANTS AND GATE VALVES NUT OF x 12" 1 -+ 12" Om ru 1'-S" SHALL BE RESTRAINED WITH HYDRANT WITH DIRECTION . g 111" MEGALUGS. RING TERMINAL m 2'-8" 2'-0" 12"1'-10" a WOODCHIPS, 3,1" a� RESILIENT WEDGE VALVE III - STRAW MULCH 2'4" CONFORMING TO AW WA DRIVEWAY 6'-2" C-509-80 STANDARDS. OR ROCK ENTRANCE BERM OR APPROVED EQUAL 2'4" GRADE EXTEND SILT FENCE, WOODCHIPS, 8'1" 4'4" OR GEOTEXTILE BAG TO 4'4" ALL D.I.P. WATERMAIN PERIMETER OF ENTRANCE SILT FENCE \ ; o PROFILE SHALL BE WRAPPED WITH Mly TO MATCH BACK OF SILT FENCE --_,,22 a T-3" 6'4" 8 MIL PLASTIC. INCLUDING 6'-0" pm g , ALL MECHANICAL JOINTS DIRECTION OF FLOW �y �" a in Fes: 0 24" U I-4-6" Y N 3, AND POLY TAPED AT ALL WITH INSIDE FACE OF WALL. -�0 Y ¢ .0 .. JOINTS 2O G STAINLESS STEEL BOLTS GATE SOD, OR VALVE STRAW MULCH MINIMUM SLAB THICKNESS, 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR lIrrM UG 11 NOTE: INSTALL SILT FENCE USING SILT FENCE MACHINE SLICED METHOD SECTION Q LAST REVISION: 0. O '6 „LEAD L :..:::.. ..: ...a LOOP 8" CONC. BLOCK TRACER 1 CU. YD. OF 1 1/2" ROCK, COVER WIRE TO WITH 2 LAYERS OF POLYETHYLENE. HYDRANT 04 Q LAST REVISION: �O VALVE AND HYDRANT JAN 2011 INSTALLATION "d, G PLATE N0. <°'ri.:tasoa� WAT-2 TAPPING SLEEVE �X �MEGALUG \ c 0 I A PLAN CONDUCTIVITY STRAP NOTE: ALL DIP WATERMAIN SHALL BE WRAPPED WITH 8 MIL POLY. INCLUDING ALL MECHANICAL JOINTS 7.5' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. RESILIANT WEDGE VALVE CONFORMING TO AWWA C-509-80 STANDARDS SECTION A -A COMPACTED GRANULAR BACKFILL UNDISTURBED EARTH 8" CONC. BLOCK 1604` ` 0. V0 PLAN LAST REVISION: ]AN 2006 s O <'AEeITOO WATER MAIN WET TAP PROFILE 36"- 90" BEND WAT 4 r B1 Dl m a D2 B3 D3 ILII x 12" 1 -+ 12" Om ru 1'-S" w U w 12" 4-0„ 3„ r DIRECTION . g 111" OF FLOW , 2'-1„ m 2'-8" 2'-0" 12"1'-10" a WOODCHIPS, 3,1" a� SOD, OR III - STRAW MULCH 2'4" 1 _ DRIVEWAY 6'-2" T-6" OR ROCK ENTRANCE BERM OR APPROVED EQUAL 2'4" PLAN EXTEND SILT FENCE, WOODCHIPS, 8'1" 4'4" OR GEOTEXTILE BAG TO 4'4" T-0" PERIMETER OF ENTRANCE SILT FENCE \ ; o PROFILE 3 0" Mly TO MATCH BACK OF SILT FENCE --_,,22 a T-3" 6'4" 17-0" 6'-0" pm g , 0 z m w DIRECTION OF FLOW �y �" a in Fes: 0 24" U I-4-6" Y N Fa V 'f� WITH INSIDE FACE OF WALL. -�0 Y ¢ .0 .. 2O G ,cm WOODCHIPS, SOD, OR < STRAW MULCH MINIMUM SLAB THICKNESS, 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR NOTE: INSTALL SILT FENCE USING SILT FENCE MACHINE SLICED METHOD SECTION Q LAST REVISION: 0. O AP i zoos BACK OF CURB PERIMETER CONTROL 1w'r F v WITH SIDEWALK pATENO. <°n �p4 ERO-1F TAPPING SLEEVE �X �MEGALUG \ c 0 I A PLAN CONDUCTIVITY STRAP NOTE: ALL DIP WATERMAIN SHALL BE WRAPPED WITH 8 MIL POLY. INCLUDING ALL MECHANICAL JOINTS 7.5' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. RESILIANT WEDGE VALVE CONFORMING TO AWWA C-509-80 STANDARDS SECTION A -A COMPACTED GRANULAR BACKFILL UNDISTURBED EARTH 8" CONC. BLOCK 1604` ` 0. V0 BUTTRESS DIMENSIONS LAST REVISION: ]AN 2006 s O <'AEeITOO WATER MAIN WET TAP PLATE NO. ` 90" BEND WAT 4 r 139-WAT-2.DWG 139-WAT-4.DWG Y-0" NOTE: VANE GRATE SHOWN 0 V FACE OF CURB DIRECTION OF FLOW CATCHBASIN CASTING NEENAH R3067 OR EQUAL WITH VANE GRATE 2" RADIUS CURB BOX. PLAN GRATE SHALL HAVE FULL BED OF MORTAR BETWEEN 'DUMP NO WASTE, MIDDLE RINGS. MAX HORIZONTAL DRAINS TO FRESH WATER OFFSET = 0.25'. ON CASTING. GRATE TO BE 2" BELOW GUTTER MIN. OF 2 MAX. OF 6 GRADE. 10' TRANSITION EACH CONCRETE ADJUSTMENT SIDE OF CATCH BASIN. RINGS WITH 2 RINGS OF VARIABLE RAM-NEK BETWEEN BOTH BOTTOM RING AND TOP OF CURB STRUCTURE, TOP RING AND CASTING. FULL BED OF MORTAR BETWEEN MIDDLE RINGS. 24" X 36" 6 1/2" INFI-SHIELD SEALING PRECAST SLEEVE OR APPROVED 5" EQUAL (MIN. Z' OVERLAP.) 3" GROUT DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE. MORTAL SHALL BE PURE PORTLAND SECTION SPECMIX OR APPROVED EQUAL. 0 LAST REVISION: TYPE II JAN 2011 r CATCHBASIN PLATE NO. r 139-STO-5.DWG I hereby certify that this plan was prepared by me or under my Revisionm direct supervision and that I am a duly licensed PROFESSIONAL ENGIAIESR under ffie laws of the State of Minnesota 08/07/17 - City Comments 03/20/18 - Final Development Approval Plans 05/30/18 - City Com ments/Storm water 07/11/18 - Watershed Comments Ryan U Bluhm 08/06/18 - City/Watershed Comments 08/08/18 -City Comments Dates 08/08/18 License No. 41257 DISTANCE TO c VARIABLE 3"R FINISHED WEAR COURSE 1 SLOPE Y' TO BE 1 ABOVE EDGE O 3/4" PER FT zOFGUTTER M s� CONCRETE MNDOT B618 FINISHED WEAR COURSE TO BE ^�50 �1/2" ABOVE EDGE OF GUTTER. C .q.. ' • . '. 1 +y . . . .. 'M 17 1/2" 10 1/2" CONCRETE SURMOUNTABLE D-428 3'RESIDENTIAL VARIABLE 3' RESIDENTIAL `8618 5' COMMERCIAL V COMMERCIAL / CONTROL JOINT L EXPANSION JOINT DRIVEWAY CURB CUT (BOTH SIDES) 2 1/2" 6'0„ 1 1/8"R BITUMINOUS SURFACE N 2" BTUMINOUS-6" SHOE FORMED CURB O� Q�O IASi REVISION: JAN 2008 CURB AND GUTTER P ATE NO. STR-1 J 139-STR-I.DWG RMB Prepared for: cite�xea: RMB Drawn: SYE Record Drawing by/date: ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. STAPLE PATTERN/DENSITY SHALL LONGITUDINAL JOINTS FOLLOW MANUFACTURERS MINIMUM OF 6" SPECIFICATIONS ANCHOR TRENCH 1. DIG 6" X 6" TRENCH 2. LAY BLANKET IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT'6" 5. BLANKET LENGTH SHALL NOT EXCEED 100' I WITHOUT AN ANCHOR TRENCH ... .1....J� NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. 4 A. U15T REVISION: O O Q EROSION CONTROL BLANKET APrii zoos F INSTALLATION Ci FEPF2A NOTES: 1. SHAPE OF BACK OF BUTTRESS MAY VERY AS LONG AS POURED AGAINST FIRM UNDISTURBED EARTH. 2. DIMENSION C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE 0 EQUAL TO OR LARGER THAN 45". 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT INTERFERING WITH MJ BOLTS. 4. 0 = 45o MINIMUM. S. PLACE POLYETHYLENE BETWEEN CONCRETE & PIPE. 0 -SEE NOTE 4 0 -SEE NOTE 4 eP A PLAN 900 BENDS PLAN 450 BENDS VARIABLE 3 MIN. 0 -SEE NOTE 4 6" CONCRETE SHALL BE A IN CONTACT WITH -� `y. " A THIS QUADRANT OF 0 PIPE o BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A PLAN 22 1/2° BENDS 0¢ 0 lASi REVISION: V0 MARCH 2008 CONCRETE THRUST BLOCKING '� PLATE NO. G <arx:>n °w4' WAT-6 J 139-WAT-6.Dwg CATCHBASIN FRAME & COVER NEENAH R-3067 OR EQUAL WITH TYPE DL GRATE ' ,Q .x� .,illlll NOTE CATCHBASIN TO BE DEPRESSED 2" 1P�ZN BELOW DESIGN GUTTER LINE GRADE A_ B618 CONC. CURB & GUTTER ISOMETRIC 2 - #4 REBARS NO SCALE o O 10' MIN. TRANSITION 10' MIN. TRANSITION z0 z `^ 0 TOP OF a W) CURB- =7 URB 2" a a w DESIGN GUTTER LINE GRADE 2 - #4 REBARS FRAME & CASTING SECTION A -A NO SCALE Q� 0 \O LAST REVISION: <Y B618 CURB & GUTTER JAN 2ooe F CONSTRUCTION AT CATCH BASIN O PLATE N0. 139-STR-2.DWG Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 ISOMETRIC VIEW -FILTER ASSEMBLY POLYESTER SLEEVE STRUCTURE COVER ASSEMBLY CATCH BASIN IN-PLACE ELEVATION VIEW Y Q- AUST REVISION: O 0 INLET PROTECTION, TYPE A APrii zoos ROAD DRAIN 2x3 TOP SLAB MODEL pATENO. �eoG ERO 4C 12 AWG WATER -PROOF RING TERMINAL O FINISH GRADE CONNECT END OF BOTH TRACER 1/2" PVC WIRES FINISH GRADE HYDRANT CONNECTION 12 AWG 1T MANLINE J 12 AWG WIRE, STRIP, BRANCH DO NOT CUT. WIRE, STRIP DIRECT BURY LUG Q ]AST REVISION: O, O MARCH 2011 TRACER WIRE CONNECTIONS F �� , s Ci PLATE N0. <aBitiseuoa� WAT-8 EXISTING CURB OVERFLOW IS 1/z OF THE CURB BOX HEIGHT O � 00000 000 PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS Y2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY i- CURB BUTTRESS DIMENSIONS t - FILTER ASSEMBLY PIPE 22 1/2o BEND 45° BEND 90" BEND SIZE B1 Dl B2 D2 B3 D3 6" V-5" 1'-5" 1'-S" 1'-5" 2'-1" V-6" 8" 111" 1111, 2'-1„ 1'-6" 2'-8" 2'-0" 12"1'-10" V-10" 3,1" 2'-0" 4'-9" 2-6" 16" T-0" 2'4" 3'-10" T-0" 6'-2" T-6" 20" T-6" 2'4" T-6' 3'1" 8'1" 4'4" P24" 4'4" T-0" 6'-10" T-10" 9'-8" T-0" 3 0" Mly TO MATCH BACK OF - T-3" 6'4" 17-0" 6'-0" 0 -SEE NOTE 4 0 -SEE NOTE 4 eP A PLAN 900 BENDS PLAN 450 BENDS VARIABLE 3 MIN. 0 -SEE NOTE 4 6" CONCRETE SHALL BE A IN CONTACT WITH -� `y. " A THIS QUADRANT OF 0 PIPE o BEDDING MATERIAL UNDISTURBED EARTH CONCRETE SECTION A -A PLAN 22 1/2° BENDS 0¢ 0 lASi REVISION: V0 MARCH 2008 CONCRETE THRUST BLOCKING '� PLATE NO. G <arx:>n °w4' WAT-6 J 139-WAT-6.Dwg CATCHBASIN FRAME & COVER NEENAH R-3067 OR EQUAL WITH TYPE DL GRATE ' ,Q .x� .,illlll NOTE CATCHBASIN TO BE DEPRESSED 2" 1P�ZN BELOW DESIGN GUTTER LINE GRADE A_ B618 CONC. CURB & GUTTER ISOMETRIC 2 - #4 REBARS NO SCALE o O 10' MIN. TRANSITION 10' MIN. TRANSITION z0 z `^ 0 TOP OF a W) CURB- =7 URB 2" a a w DESIGN GUTTER LINE GRADE 2 - #4 REBARS FRAME & CASTING SECTION A -A NO SCALE Q� 0 \O LAST REVISION: <Y B618 CURB & GUTTER JAN 2ooe F CONSTRUCTION AT CATCH BASIN O PLATE N0. 139-STR-2.DWG Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 ISOMETRIC VIEW -FILTER ASSEMBLY POLYESTER SLEEVE STRUCTURE COVER ASSEMBLY CATCH BASIN IN-PLACE ELEVATION VIEW Y Q- AUST REVISION: O 0 INLET PROTECTION, TYPE A APrii zoos ROAD DRAIN 2x3 TOP SLAB MODEL pATENO. �eoG ERO 4C 12 AWG WATER -PROOF RING TERMINAL O FINISH GRADE CONNECT END OF BOTH TRACER 1/2" PVC WIRES FINISH GRADE HYDRANT CONNECTION 12 AWG 1T MANLINE J 12 AWG WIRE, STRIP, BRANCH DO NOT CUT. WIRE, STRIP DIRECT BURY LUG Q ]AST REVISION: O, O MARCH 2011 TRACER WIRE CONNECTIONS F �� , s Ci PLATE N0. <aBitiseuoa� WAT-8 EXISTING CURB OVERFLOW IS 1/z OF THE CURB BOX HEIGHT O � 00000 000 PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS Y2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY i- CURB GROUT BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT. VARIES t - FILTER ASSEMBLY DIAMETER, / 6" ON -GRADE CONCRETE CURBz 10" AT LOW POINT HIGH-FLOW FABRIC * FOR THE NEW R -3290 -VB STANDARD CASTING, MESH AND HAVE 6" OF CLASS 5 AGGREGATE z Z INSTALL WIMCO ROAD DRAIN OF CONE IS FACING DOWNSTREAM. CG -3290 OR CITY APPROVED EQUAL. PLATE NO. 96 0 A LAST REVISION: 01 YO INLET PROTECTION, TYPE C April 2008 CATCH BASIN INSERT AFTER PAVING PATE NO. EQUAL WITH 2 CONCEALED PICK HOLES. ERO-4I GROUT BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT. 139-WAT-8.Dwg 139-STO-I.DWG VARIES CONCRETE SLAB 5" MINIMUM THICKNESS FOR RESIDENTIAL AND 6" MINIMUM THICKNESS -~c / MANHOLE STEPS SHALL BE PLACED CONCRETE CURBz RESIDENTIAL AND COMMERCIAL DRIVEWAYS r AND GUTTER (SEE 2 SO THAT OFFSET VERTICAL PORTION PLATE STR-1� z MESH AND HAVE 6" OF CLASS 5 AGGREGATE z Z a OF CONE IS FACING DOWNSTREAM. TYPICAL CONCRETE SIDEWALK DETAIL O PLATE NO. < NEENAH R1642B FRAME AND COVER OR e w z EQUAL WITH 2 CONCEALED PICK HOLES. SECTION 0 � u PLAN INFI-SHIELD EXTERNAL SEALING SLEEVE S• MINIMUM OF 2 MAXIMUM OF 6 CONCRETE Cr- $OS�C,- S GYrlO� ADJUSTMENT RINGS WITH 2 RINGS OF i FR7y RAM-NEK BETWEEN EACH. El's UNF gNSlON 27" MANHOLE STEPS, NEENAH R19811 OR EQUAL, 16" ON CENTER. V- ALUMINUM STEPS APPROVED. �fNT 0�,0`N� ONS ALL ]DINTS IN MANHOLE TO HAVE G CONCRETE PAVEMENT S Mly TO MATCH BACK OF "0" RING RUBBER GASKETS. P 5„ 4'-0" NOTE: ISOMETRIC CONTROL JOINTS IN CONCRETE CURB PIPE SHALL BE CUT OUT FLUSH NOT TO EXCEED 10' SPACING THROUGH DRIVEWAY SECTION. WITH INSIDE FACE OF WALL. -�0 DRIVEWAY SECTION PLATE NO. > NOTE: KOR-N-SEAL MANHOLE OR EQUAL CONSIDERED ACCEPTABLE ALTERNATE. MINIMUM SLAB THICKNESS, 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14', SECTION AND REINFORCE WITH 6"X6"10/10 MESH. Q LAST REVISION: 0. �O JAN 2006 w4-, �.p� STORM SEWER JUNCTION MANHOLE PLATE N0. 6G 139-WAT-8.Dwg 139-STO-I.DWG R VARIESCL VARIES R VARIES TO BACK VARIES TO BACK 4.0% MIN. 2,0% VARIES 3.0% 3.0% 6.0"/" MAX. �� STREET SECTION AS SPECIFIED LOCATION OF TRAIUSIDEWALK 8618 CONC. CURB &GUTTER AS SPECIFIED. NOTE: SEE DETAIL PLATE NO. GEN 5 FOR LOCATION VOR 6' WIDE I FACE OF CONCRETE SIDEWALKS S WIDE IN RESIDENTIAL AREAS 6' WIDE ALONG COLLECTOR STREETS 4" CONCRETE WITH 4" MIN. CLASS 5. DMEROCK *UNLES DIRECTED OTHERWISE BY ENGINEER PLAN VARIES CONCRETE SLAB 5" MINIMUM THICKNESS FOR RESIDENTIAL AND 6" MINIMUM THICKNESS -~c 5 FOR COMMERCIAL DRIVEWAYS. BOTH o CONCRETE CURBz RESIDENTIAL AND COMMERCIAL DRIVEWAYS r AND GUTTER (SEE 2 TO BE REINFORCED WITH 6X6-10/10 WIRE o w PLATE STR-1� z MESH AND HAVE 6" OF CLASS 5 AGGREGATE z Z a BASE. (SEE SPECIFICATIONS) a p TYPICAL CONCRETE SIDEWALK DETAIL O PLATE NO. < 0 o e w z SECTION 0 � u NO SCALE S• '?, '0 Cr- $OS�C,- S GYrlO� PROs i FR7y El's UNF gNSlON ��O�N� ORS 301 3, Q-agysl GO� 6.MfN �fNT 0�,0`N� ONS G CONCRETE PAVEMENT S Mly TO MATCH BACK OF Py CONCRETE CURB AT G\- OF O THIS POINT NOTE: ISOMETRIC CONTROL JOINTS IN CONCRETE CURB NO SCALE NOT TO EXCEED 10' SPACING THROUGH DRIVEWAY SECTION. .Q, Q A� '�Y 0. 1��] -�0 DRIVEWAY SECTION PLATE NO. R VARIESCL VARIES R VARIES TO BACK VARIES TO BACK 4.0% MIN. 2,0% VARIES 3.0% 3.0% 6.0"/" MAX. �� STREET SECTION AS SPECIFIED LOCATION OF TRAIUSIDEWALK 8618 CONC. CURB &GUTTER AS SPECIFIED. NOTE: SEE DETAIL PLATE NO. GEN 5 FOR LOCATION VOR 6' WIDE I FACE OF CONCRETE SIDEWALKS S WIDE IN RESIDENTIAL AREAS 6' WIDE ALONG COLLECTOR STREETS 4" CONCRETE WITH 4" MIN. CLASS 5. DMEROCK *UNLES DIRECTED OTHERWISE BY ENGINEER PLAN VARIES DESIGN STREET GRAD MAX 20:1 SIDEWALK/TRAIL AS CURB & GUTTER SPECIFIED SECTION A -A 0 LAST REVISION: V0 0. JAN 2006 TYPICAL CONCRETE SIDEWALK DETAIL O PLATE NO. 139_STR-4.DWG 139-STR-I1.DWG Orono Senior Housing Orono, Minnesota 0011740DTPOl .dwg Date: 06/19/17 Sheet: 7 of 13 Civil Details C)2018 Westwood Professional Services, Inc. VARIABLE O ADA REQUIRED TRUNCATED DOME PER DOT STD. PLATE 7036F.F. MN/DOT APPROVED MATERIAL. o m� 'a N 24" MIN. ee„r-ie eSe " leoesepe 3.. I° g 9 FACE OF I 2.� CURB VARIABLE MATCH EXISTING WIDTH A -J PLAN ROUND ALL SLOPED TOP OF CURB INTERSECTIONS VARIABLE MATCH EXISTING WIDTH 2' 2' VARIABLE SECTION B -B 8" VARIES 4`0" DESIGN STREET GRADE BITUMINOUS MAZE ��- MAX 50:1 OR HWAY MAX. 20'1 CONCRETE SIDEWALK 6" CONCRETE 4" AGGREGATE BASE SECTION A -A CONCRETE CURB & GUTTER OV -Q `Y?- IAST REVISION: PEDESTRIAN CURB RAMP IAN 2006 PATHWAY/SIDEWALK a PLATE NO. p89' STR-11A 139-STR-I 1A.DWG *2" MnDOT TYPE SPWEA340E WEARING COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT TYPE SPNWA330E BASE COURSE 10" MnDOT SPEC. 3138 CLASS 5, 100% CRUSHED AGGREGATE BASE 12" SELECT GRANULAR SUBBASE COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR) REFER TO GEOTECTNICAL REPORT FOR ADDITIONAL REQUIREMENTS PAVffiMM SECTION FINISH 01*61111161111 SEE PLATE NO. ST05 FOR RIPRAP PLACEMENT. ANCHOR CLIP TIE LAST 3 PIPE JOINTS. USE 2 TIE BOLT FASTENERS PER JOINT. INSTALL AT 60° FROM 6" TOP OR BOTTOM OF PIPE. MAX. PROVIDE 3 ANCHOR CLIPS TO FASTEN ° TRASH GUARD TO FLARED END SECTION. HOT DIP GALVANIZE AFTER i FABRICATION. H` TRASH GUARD SIZING PIPE H' BOLT STD. BAR HEAVY DUTY SIZE DIA. DIA. BAR DIA. 12"-24" CLASS III d50=9' 4" 5/8" 5/8"0 3/4"0 27"-48" Dia. 6" 3/4" 3/4"0 1110 54"-90" L 8" 1 " 1110 1 1/4"0 winch nM FLARED END SECTION WITH TRASH GUARD F 7A- I 1 Fj ACE OF CURB LAST REVISED: 011124107 STXX --I 1 FACE OF CURB TABLE OF QUANITIES 9" MIN. BITUMINOUS PAVEMENT CL. 5 AGGREGATE GRAN. SUBBASE •� 4" PERFORATED PVC PIPE SDR 35 W/ FABRIC SOCK GROUT INSIDE & OUTSIDE OF CATCH BASIN 4 NOTE: TYPICAL LENGTH = 50 L.F. L CATCH BASIN PLAN TYPICAL STREET SECTION 1.0' 1O CLASS III CLASS III RIPRAP 3' 2' RIPRAP WEAR BASE 1.0' 1O CL. 5 AGG. BASE GEOTEXTILE FABRIC MNDOT 3733, TYPE IV o a; o•oo a; o•oo a; o•o� o•o�o; o•o� .o o a- .a GEOTEXTILE FABRIC MNDOT MIN 3733, 3733, TYPE IV. SEC, A -A SECTION B -B "t -VARIES 8" 8' NOTE: --- - - O FOR PIPES GREATER OR EQUAL TO 30", USE 1.5'. 2. THE CONTRACTOR SHALL PLACE RIP RAP, PULVERIZED TOPSOIL, SEED AND WOODFIBER 4" PERF. PVC PIPE SDR 35 BLANKET IMMEDIATELY AFTER PIPE IS INSTALLED, EXTEND AREA TO MATCH UNDISTURBED GRANULAR SUBBASE SOIL. MIRAFI 140-S O DIMENSION "E" EQUALS INSIDE WIDTH OF APRON. PEA ROCK OR WASHED FILTER FABRIC SOCK 4. RIP RAP SHALL BE CLASS 3 SIZE UNLESS OTHERWISE NOTED ON PLANS. GRAVEL IN THIS AREA RIP -RAP AT RCP LA03 03ST V08D. LA03 03ST V08D Nestwood OUTLETS Westwood FINGER DRAIN ST05 ST08 HANDICAP PARKING SPACE WITH PAINTED NOTE: BOTTOM OF INTERNATIONAL SYMBOL SIGNS TO BE 8' 8' 8' OF ACCESSIBILITY WITH MOUNTED 60"-66" MIN. MIN. MIN CONTRASTING SQUARE FROM PARKING GRADE, CAP UNIT, ADHERED TO BACKGROUND, CENTERED l(\./. SEE SIGN POST SWALE AT TOP OF WALL TOP COURSE WITH TOWARD DRIVE AISLE INSTALLATION DETAIL MAY BE REQUIRED, VERIFY ADHESIVE w l Nn� NO PARKING SIGN PARKING MIN T 5' MIN. 5" 0O ® `0N� CENTERED AT HEAD OF VEHICLE HANDICAP PARKING ANCHORING PINS(AS REQUIRED) SPACE ON CENTER PARRYLAN o� MIN. AERJPLAN MIN. Ldv STRIPE REQUIRED SIGN, 12'X18", OR 8" MIN. LOW PERMEABLE SOIL PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP HANDICAP SIGN UP TO $200 FINE PER LOCAL CODE CONCRETE MODULAR CENTERED AT HEAD FOR VIOLATION III-III=1 - BLOCK CURB FACE OR RAMP LANDING HANDICAP VAN OF SPACE ON CENTER GUTTER 5'-4" MIN. 4' MIN. ACCESSIBLE PARKING =III -1' 1" - 1 1/4" STRIPE VAN FILTER FABRIC it 59• APPROACH _ ACCESSIBLE SIGN, 12'X6'; OR PER SLOPE MAX i HANDICAP PARKING LOCAL CODE, 8 FINISHED GRADE _ RETAINED SOIL CD RAMP 8.33q RAMP ACCESS AISLE WITH AS APPLICABLE N - SEE NOTE #4 MAX. SLOPE � AR° PAINTED 12" HIGH HANDICAP o = . iPARKING UNIT DRAINAGE FILL 1/2" PREFORMED JOINT CONCRETE WALK uv LETTERING OF 'NO SIGN 1=III=III=III=III=III= - - FILLER MATERIAL SECTION A -A PARKING" CENTERED (3/4" CRUSHED 111-1111111 ROCK OR STONE) L,. - -III-III-III-III-III-III-III-III 6" HEIGHT MAX. SIDE FLARE ROUND ALL SLOPED NOTE. SEE PLAN FOR TOWARD DRIVE AISLE 50 �1 -11 II itll III-III-III-IIT=Ii1=1�1- 107 MAX. SLOPE INTERSECTIONS PARKING LAYOUT APPROXIMATE LIMITS -111 UNREINFORCED CONCRETE OR OF EXCAVATION 4" WIDE PAINTED 10" DIAMETER CENTER CRUSHED STONE LEVELING PAD 5' MIN. 4' MIN. 5' MIN. n STRIPING, 45 DEGREE SYMBOL IN PARKING �Ni>avJJJa CROSS HATCH STALL, ALL LINES 4" PERFORATED PVC DRAINAGE TILE NOTE: CONTRACTOR TO SIDE FLARE RAMP SIDE FLARE ® ON�� PATTERN AT 2' 0. C. TO BE 5" WIDE. WRAPPED IN FILTER FABRIC, PROVIDE ENGINEERING AND NOTES; ELEVATION OF RAMP AT ACCESS AISLE N TO DAYLIGHT OR STORM SYSTEM, FOUNDATION SOIL SHOP DRAWINGS IF WALL IS 1. PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM FACE OF CURB AS REQUIRED GREATER THAN 4 FEET TALL. CROSS SLOPE BOTH DIRECTIONS. CONTRACTOR TO SUBMIT WALL 2. CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% SIDEWALK _ BLOCK TYPE, SIZE, AND COLOR MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48" LANDING BETWEEN, OR �I FOR APPROVAL. PROVIDE AT -GRADE CROSSING. 3. SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED 4 SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE HANDICAP SIGN 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE. CENTERED AT HEAD 4. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. NO TE: STRIPING TO 5. RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH. MATCH PARKING, OF SPACE, 2' MIN. 6. LANDING AND RAMP AREA IS CONSIDERED AS CONCRETE WALK, AND TRUNCATED DOME AREA IS UNLESS PER LOCAL AND 8' MAX. FROM INCIDENTAL, UNLESS NOTED OTHERWISE. CODE FACE OF CURB HANDICAP HANDICAP PARKING SYMBOL LAST REl/ISED: LAST REVISED: PAVEMENT SECTIONS 1110,3115 Westwood PRIVATE PEDESTRIAN CURB RAMP 01131112 VVestvvood HANDICAP ACCESSIBLE SIGNAGE SI19 SI09-CP AND STRIPING VARIES, SEE GRADING ANTI-WASH/GEOJUTE EROSION CONTROL FABRIC(MN/DOT 3883, TYPE 2) ON SIDESLOPES OF 3H:1 V OR GREATER. ANCHOR FABRIC WITH SOD STAPLES AND LANDSCAPE PLANS 11 AND PROVIDE 4 OVERLAP. TRENCH EDGES OF FABRIC TO PREVENT UNDERCUT. COVER WITH 4" DEPTH SHREDDED HARDWOOD MULCH THROUGHOUT. FINISH GRADE 36" DEPTH PLANTING SOIL MIX, UNCOMPACTED IN 6" LIFTS 3:1 3' 1 AND TILL 6" DEPTH INTO NATIVE SOILS. 12", OR PER PLAN -70% SAND, (5% PASSING THE #200 SIEVE, AND A FINISH GRADE MAXIMUM OF 60% PASSING THE #40 SIEVE.) -30% ORGANIC (PEAT MOSS, HYPNUM OR SPHAGNUM) PRE-TREATMENT NOTES: 1. IF NO PRE-TREATMENT STORM STRUCTURE OR SUMP IS IDENTIFIED, PROVIDE SEDIMENT BASIN AT ALL INLETS WITH RIP RAP. VERIFY BASIN SLOPED SUBGRADE SIZE(3'X5'X1' DEEP MIN.) AND RIP RAP TYPE PER PLAN, AND/OR WITH ENGINEER/LANDSCAPE ARCHITECT. 6" PVC SLOTTED DRAINTILE, ELEVATION MAY VARY IN AGGREGATE COARSE FILTER AGGREGATE(MnDOT 3149.2H) GEOTEXTILE FABRIC -POROUS FILTER FABRIC, 12" DIA. MIN. FINISH GRADE L 3:1 3/:1 DRAINTILE/OVERFLOW SECTION Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. DRAINTILE WITH POSITIVE DRAINAGE, CONNECT TO STORM SEWER OR DAYLIGHT OVERFLOW STORM SEWER MANHOLE OR CATCH BASIN. SEE STORM SEWER PLAN DRAINTILE VALVE IN STORM STRUCTURE, NORMALLY CLOSED, AS INDICATED ON PLAN TYPICAL RAINGARDEN DETAIL I hereby certify that this plan was prepared by me or under my Revisions. direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under laws of the State of Minnesota 08/07/17 - City Comments 03/20/18 - Final Development Approval Plans 05/30/18 - City Com ments/Storm water 07/11/18 - Watershed Comments Ryan M. Bluhm 08/06/18 - City/Watershed Comments 08/08/18 -City Comments Date 08/08/18 Liaenn No. 41257 NOTES: LAST REl9SED: LAST REl/ISED: 07119116�VgeilltWoodj MODULAR BLOCK RETAINING WALL 03131110 S115 -C S134 -C 1. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE INFILTRATION BASIN AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASIN EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. 2. FINAL EXCAVATION OF THE INFILTRATION BASIN AND INSTALLATION/INCORPORATION OF SOIL -MEDIA MIX MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN INFILTRATION BASIN IF SOIL CONDITIONS ARE WET. 3. 48 -HOURS PRIOR TO INFILTRATION BASIN OVER -EXCAVATION, THE CONTRACTOR SHALL NOTIFY THE OWNER (OR OWNER'S REPRESENTATIVE), THAT OVER -EXCAVATION WILL BE OCCURRING, TO INSPECT PRIOR TO SOIL MEDIA PLACEMENT, AND TO VERIFY THAT EXPECTED SUB -SOIL INFILTRATION RATES WILL BE ACHIEVED. CONTRACTOR TO PROVIDE INFILTRATION TESTING, ONLY AS REQUIRED. 4. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF SOIL MEDIA MIX WITH SEDIMENT, IN-SITU OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. 5. AFTER OVER -EXCAVATION, AND PRIOR TO PLACEMENT OF SOIL MEDIA MIX, USE FROST RIPPER TO DEEPLY LOOSEN SUB -SOILS TO A MINIMUM DEPTH OF 24", BEFORE BACK -FILLING WITH SOIL MEDIA MIX. UPON PLACEMENT OF SOIL MEDIA MIX, INCORPORATE/RIP SOIL MEDIA MIX INTO THE LOOSENED UNDERLYING SOILS A MINIMUM DEPTH OF 6". 6. USE EXCAVATOR BUCKET TO PLACE SOIL -AMENDMENT - DO NOT USE LOADER WITHIN THE BASIN TO EXCAVATE OR PLACE SOIL AMENDMENT. LEVELING AND FINAL GRADING WITHIN THE BIORETENTION BASINS MUST BE COMPLETED BY HAND. 7. IMMEDIATELY FOLLOWING BASIN CONSTRUCTION, THE BOTTOM AND SIDE SLOPES OF THE BASIN SHALL BE FULLY STABILIZED. TEMPORARY SILT FENCE SHALL BE INSTALLED AT THE TOP OF THE INFILTRATION BASIN SIDE -SLOPE AND AS REQUIRED AT THE BOTTOM OF THE SIDE -SLOPE OF THE INFILTRATION BASIN PERIMETER. EROSION CONTROL BLANKET ALONG SIDES AND BOTTOM. TEMPORARY EROSION CONTROL TO REMAIN UNTIL THE DRAINAGE AREA IS STABILIZED WITH FINAL IMPROVEMENTS. 8. INFILTRATION RATE OF RAIN GARDEN TO BE DRY WITHIN 48 HOUR PERIOD. 9. SEE LANDSCAPE PLAN FOR ADDITIONAL INFO ON MULCH AND PLANTINGS. 10. CONTRACTOR SHALL SUBMIT PRODUCT INFO/SAMPLE FOR APPROVAL PRIOR TO INSTALLATION INVOLVING: SOIL, DRAINTILE, AGGREGATE, FILTER FABRIC, AND EROSION CONTROL FABRIC. N.T.S. LAST REVISED: 06/05/15 LA22 RMB Prepared for: Apex HLLC Checked: RMB Drawn: sYE 2110 Lyndale Avenue South Suite C Record Drawing by�date: Minneapolis, MN 55405 20' TRENCH DRAIN RE=1016.90 N SLOPE 12" STM A A . ° . ' • ° ° LONGITUDINAL SECTION BUILDING FACE NEENAH R -4990 -CX TYPE C GRATE MAX.3/16" GAP BITUMINOUS 42" 12" 42" SLOPE SLOPE 7EL.A ♦♦4d °d a °1Q d 12" STM VARIES ° m CONC. PAVING • A CROSS SECTION LAST REVISED: Westwood TRENCH DRAIN 021915 STXX Orono Senior Housing Orono, Minnesota 0011740DTPOl .dwg Date: 06/19/17 Sheet- 8 of 13 Civil Details CLASS III d50=9' 9" Dia. 18' Depth Round L Depth Granula Pipe Riprap Fllter (In.) (Ft.) (Cu. Yd.) 12 8 4.1 2.1 15 8 4.4 2.2 18 10 5.9 3.0 21 10 6.3 3.2 24 12 8.3 4.2 27 12 8.7 4.4 30 14 10.9 5.5 36 16 13.8 6.9 42 18 16.3 8.2 48 20 19.4 9.7 9" MIN. BITUMINOUS PAVEMENT CL. 5 AGGREGATE GRAN. SUBBASE •� 4" PERFORATED PVC PIPE SDR 35 W/ FABRIC SOCK GROUT INSIDE & OUTSIDE OF CATCH BASIN 4 NOTE: TYPICAL LENGTH = 50 L.F. L CATCH BASIN PLAN TYPICAL STREET SECTION 1.0' 1O CLASS III CLASS III RIPRAP 3' 2' RIPRAP WEAR BASE 1.0' 1O CL. 5 AGG. BASE GEOTEXTILE FABRIC MNDOT 3733, TYPE IV o a; o•oo a; o•oo a; o•o� o•o�o; o•o� .o o a- .a GEOTEXTILE FABRIC MNDOT MIN 3733, 3733, TYPE IV. SEC, A -A SECTION B -B "t -VARIES 8" 8' NOTE: --- - - O FOR PIPES GREATER OR EQUAL TO 30", USE 1.5'. 2. THE CONTRACTOR SHALL PLACE RIP RAP, PULVERIZED TOPSOIL, SEED AND WOODFIBER 4" PERF. PVC PIPE SDR 35 BLANKET IMMEDIATELY AFTER PIPE IS INSTALLED, EXTEND AREA TO MATCH UNDISTURBED GRANULAR SUBBASE SOIL. MIRAFI 140-S O DIMENSION "E" EQUALS INSIDE WIDTH OF APRON. PEA ROCK OR WASHED FILTER FABRIC SOCK 4. RIP RAP SHALL BE CLASS 3 SIZE UNLESS OTHERWISE NOTED ON PLANS. GRAVEL IN THIS AREA RIP -RAP AT RCP LA03 03ST V08D. LA03 03ST V08D Nestwood OUTLETS Westwood FINGER DRAIN ST05 ST08 HANDICAP PARKING SPACE WITH PAINTED NOTE: BOTTOM OF INTERNATIONAL SYMBOL SIGNS TO BE 8' 8' 8' OF ACCESSIBILITY WITH MOUNTED 60"-66" MIN. MIN. MIN CONTRASTING SQUARE FROM PARKING GRADE, CAP UNIT, ADHERED TO BACKGROUND, CENTERED l(\./. SEE SIGN POST SWALE AT TOP OF WALL TOP COURSE WITH TOWARD DRIVE AISLE INSTALLATION DETAIL MAY BE REQUIRED, VERIFY ADHESIVE w l Nn� NO PARKING SIGN PARKING MIN T 5' MIN. 5" 0O ® `0N� CENTERED AT HEAD OF VEHICLE HANDICAP PARKING ANCHORING PINS(AS REQUIRED) SPACE ON CENTER PARRYLAN o� MIN. AERJPLAN MIN. Ldv STRIPE REQUIRED SIGN, 12'X18", OR 8" MIN. LOW PERMEABLE SOIL PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP HANDICAP SIGN UP TO $200 FINE PER LOCAL CODE CONCRETE MODULAR CENTERED AT HEAD FOR VIOLATION III-III=1 - BLOCK CURB FACE OR RAMP LANDING HANDICAP VAN OF SPACE ON CENTER GUTTER 5'-4" MIN. 4' MIN. ACCESSIBLE PARKING =III -1' 1" - 1 1/4" STRIPE VAN FILTER FABRIC it 59• APPROACH _ ACCESSIBLE SIGN, 12'X6'; OR PER SLOPE MAX i HANDICAP PARKING LOCAL CODE, 8 FINISHED GRADE _ RETAINED SOIL CD RAMP 8.33q RAMP ACCESS AISLE WITH AS APPLICABLE N - SEE NOTE #4 MAX. SLOPE � AR° PAINTED 12" HIGH HANDICAP o = . iPARKING UNIT DRAINAGE FILL 1/2" PREFORMED JOINT CONCRETE WALK uv LETTERING OF 'NO SIGN 1=III=III=III=III=III= - - FILLER MATERIAL SECTION A -A PARKING" CENTERED (3/4" CRUSHED 111-1111111 ROCK OR STONE) L,. - -III-III-III-III-III-III-III-III 6" HEIGHT MAX. SIDE FLARE ROUND ALL SLOPED NOTE. SEE PLAN FOR TOWARD DRIVE AISLE 50 �1 -11 II itll III-III-III-IIT=Ii1=1�1- 107 MAX. SLOPE INTERSECTIONS PARKING LAYOUT APPROXIMATE LIMITS -111 UNREINFORCED CONCRETE OR OF EXCAVATION 4" WIDE PAINTED 10" DIAMETER CENTER CRUSHED STONE LEVELING PAD 5' MIN. 4' MIN. 5' MIN. n STRIPING, 45 DEGREE SYMBOL IN PARKING �Ni>avJJJa CROSS HATCH STALL, ALL LINES 4" PERFORATED PVC DRAINAGE TILE NOTE: CONTRACTOR TO SIDE FLARE RAMP SIDE FLARE ® ON�� PATTERN AT 2' 0. C. TO BE 5" WIDE. WRAPPED IN FILTER FABRIC, PROVIDE ENGINEERING AND NOTES; ELEVATION OF RAMP AT ACCESS AISLE N TO DAYLIGHT OR STORM SYSTEM, FOUNDATION SOIL SHOP DRAWINGS IF WALL IS 1. PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM FACE OF CURB AS REQUIRED GREATER THAN 4 FEET TALL. CROSS SLOPE BOTH DIRECTIONS. CONTRACTOR TO SUBMIT WALL 2. CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% SIDEWALK _ BLOCK TYPE, SIZE, AND COLOR MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48" LANDING BETWEEN, OR �I FOR APPROVAL. PROVIDE AT -GRADE CROSSING. 3. SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED 4 SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE HANDICAP SIGN 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE. CENTERED AT HEAD 4. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. NO TE: STRIPING TO 5. RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH. MATCH PARKING, OF SPACE, 2' MIN. 6. LANDING AND RAMP AREA IS CONSIDERED AS CONCRETE WALK, AND TRUNCATED DOME AREA IS UNLESS PER LOCAL AND 8' MAX. FROM INCIDENTAL, UNLESS NOTED OTHERWISE. CODE FACE OF CURB HANDICAP HANDICAP PARKING SYMBOL LAST REl/ISED: LAST REVISED: PAVEMENT SECTIONS 1110,3115 Westwood PRIVATE PEDESTRIAN CURB RAMP 01131112 VVestvvood HANDICAP ACCESSIBLE SIGNAGE SI19 SI09-CP AND STRIPING VARIES, SEE GRADING ANTI-WASH/GEOJUTE EROSION CONTROL FABRIC(MN/DOT 3883, TYPE 2) ON SIDESLOPES OF 3H:1 V OR GREATER. ANCHOR FABRIC WITH SOD STAPLES AND LANDSCAPE PLANS 11 AND PROVIDE 4 OVERLAP. TRENCH EDGES OF FABRIC TO PREVENT UNDERCUT. COVER WITH 4" DEPTH SHREDDED HARDWOOD MULCH THROUGHOUT. FINISH GRADE 36" DEPTH PLANTING SOIL MIX, UNCOMPACTED IN 6" LIFTS 3:1 3' 1 AND TILL 6" DEPTH INTO NATIVE SOILS. 12", OR PER PLAN -70% SAND, (5% PASSING THE #200 SIEVE, AND A FINISH GRADE MAXIMUM OF 60% PASSING THE #40 SIEVE.) -30% ORGANIC (PEAT MOSS, HYPNUM OR SPHAGNUM) PRE-TREATMENT NOTES: 1. IF NO PRE-TREATMENT STORM STRUCTURE OR SUMP IS IDENTIFIED, PROVIDE SEDIMENT BASIN AT ALL INLETS WITH RIP RAP. VERIFY BASIN SLOPED SUBGRADE SIZE(3'X5'X1' DEEP MIN.) AND RIP RAP TYPE PER PLAN, AND/OR WITH ENGINEER/LANDSCAPE ARCHITECT. 6" PVC SLOTTED DRAINTILE, ELEVATION MAY VARY IN AGGREGATE COARSE FILTER AGGREGATE(MnDOT 3149.2H) GEOTEXTILE FABRIC -POROUS FILTER FABRIC, 12" DIA. MIN. FINISH GRADE L 3:1 3/:1 DRAINTILE/OVERFLOW SECTION Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. DRAINTILE WITH POSITIVE DRAINAGE, CONNECT TO STORM SEWER OR DAYLIGHT OVERFLOW STORM SEWER MANHOLE OR CATCH BASIN. SEE STORM SEWER PLAN DRAINTILE VALVE IN STORM STRUCTURE, NORMALLY CLOSED, AS INDICATED ON PLAN TYPICAL RAINGARDEN DETAIL I hereby certify that this plan was prepared by me or under my Revisions. direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under laws of the State of Minnesota 08/07/17 - City Comments 03/20/18 - Final Development Approval Plans 05/30/18 - City Com ments/Storm water 07/11/18 - Watershed Comments Ryan M. Bluhm 08/06/18 - City/Watershed Comments 08/08/18 -City Comments Date 08/08/18 Liaenn No. 41257 NOTES: LAST REl9SED: LAST REl/ISED: 07119116�VgeilltWoodj MODULAR BLOCK RETAINING WALL 03131110 S115 -C S134 -C 1. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE INFILTRATION BASIN AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASIN EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. 2. FINAL EXCAVATION OF THE INFILTRATION BASIN AND INSTALLATION/INCORPORATION OF SOIL -MEDIA MIX MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN INFILTRATION BASIN IF SOIL CONDITIONS ARE WET. 3. 48 -HOURS PRIOR TO INFILTRATION BASIN OVER -EXCAVATION, THE CONTRACTOR SHALL NOTIFY THE OWNER (OR OWNER'S REPRESENTATIVE), THAT OVER -EXCAVATION WILL BE OCCURRING, TO INSPECT PRIOR TO SOIL MEDIA PLACEMENT, AND TO VERIFY THAT EXPECTED SUB -SOIL INFILTRATION RATES WILL BE ACHIEVED. CONTRACTOR TO PROVIDE INFILTRATION TESTING, ONLY AS REQUIRED. 4. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF SOIL MEDIA MIX WITH SEDIMENT, IN-SITU OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. 5. AFTER OVER -EXCAVATION, AND PRIOR TO PLACEMENT OF SOIL MEDIA MIX, USE FROST RIPPER TO DEEPLY LOOSEN SUB -SOILS TO A MINIMUM DEPTH OF 24", BEFORE BACK -FILLING WITH SOIL MEDIA MIX. UPON PLACEMENT OF SOIL MEDIA MIX, INCORPORATE/RIP SOIL MEDIA MIX INTO THE LOOSENED UNDERLYING SOILS A MINIMUM DEPTH OF 6". 6. USE EXCAVATOR BUCKET TO PLACE SOIL -AMENDMENT - DO NOT USE LOADER WITHIN THE BASIN TO EXCAVATE OR PLACE SOIL AMENDMENT. LEVELING AND FINAL GRADING WITHIN THE BIORETENTION BASINS MUST BE COMPLETED BY HAND. 7. IMMEDIATELY FOLLOWING BASIN CONSTRUCTION, THE BOTTOM AND SIDE SLOPES OF THE BASIN SHALL BE FULLY STABILIZED. TEMPORARY SILT FENCE SHALL BE INSTALLED AT THE TOP OF THE INFILTRATION BASIN SIDE -SLOPE AND AS REQUIRED AT THE BOTTOM OF THE SIDE -SLOPE OF THE INFILTRATION BASIN PERIMETER. EROSION CONTROL BLANKET ALONG SIDES AND BOTTOM. TEMPORARY EROSION CONTROL TO REMAIN UNTIL THE DRAINAGE AREA IS STABILIZED WITH FINAL IMPROVEMENTS. 8. INFILTRATION RATE OF RAIN GARDEN TO BE DRY WITHIN 48 HOUR PERIOD. 9. SEE LANDSCAPE PLAN FOR ADDITIONAL INFO ON MULCH AND PLANTINGS. 10. CONTRACTOR SHALL SUBMIT PRODUCT INFO/SAMPLE FOR APPROVAL PRIOR TO INSTALLATION INVOLVING: SOIL, DRAINTILE, AGGREGATE, FILTER FABRIC, AND EROSION CONTROL FABRIC. N.T.S. LAST REVISED: 06/05/15 LA22 RMB Prepared for: Apex HLLC Checked: RMB Drawn: sYE 2110 Lyndale Avenue South Suite C Record Drawing by�date: Minneapolis, MN 55405 20' TRENCH DRAIN RE=1016.90 N SLOPE 12" STM A A . ° . ' • ° ° LONGITUDINAL SECTION BUILDING FACE NEENAH R -4990 -CX TYPE C GRATE MAX.3/16" GAP BITUMINOUS 42" 12" 42" SLOPE SLOPE 7EL.A ♦♦4d °d a °1Q d 12" STM VARIES ° m CONC. PAVING • A CROSS SECTION LAST REVISED: Westwood TRENCH DRAIN 021915 STXX Orono Senior Housing Orono, Minnesota 0011740DTPOl .dwg Date: 06/19/17 Sheet- 8 of 13 Civil Details o 2018 Westwood Professional Services, Inc. GAS 1 o � PON POH 0 10 2 6 —�—� Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisions. direct supervision and that I am a duly licensed PROFESSIONAL LANDSCAPE ARCHITECT under the laws of the State of Minnesota. 08/07/17 — City Comments 03/20/18 — Final Development Approval Plans 05/30/18 — City Com ments/Stormwater 07/11/18 — Watershed Comments Nicholas Meyer, PLA 08/06/18 — City/Watershed Comments Date 08/08/18 License No. 53774 08/08/18 — City Comments IUcfLl / Designed: SAR Check: NPM Drawn: SAR Record Drawing by/date: Prepared for: \ \ 1025 41 10 10� 1014 OI Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 Tree Inventory TREE TAG SPECIES SIZE (DBH) TREE NOTES STATUS 5001 Norway Spruce 8 SAVED 5002 Norway Spruce 11 REMOVE 5003 Cottonwood 8 REMOVE 5004 Boxelder 6 REMOVE 5005 Cottonwood 28 REMOVE 5006 Cottonwood 13 REMOVE 5007 Cottonwood 12 REMOVE 5008 Cottonwood 26 REMOVE 5009 Cottonwood 24 Multi -Stem REMOVE 5010 Bitternut Hickory 6 REMOVE 5011 Boxelder 19 Multi -Stem REMOVE 5012 Cottonwood 7 REMOVE 5013 Cottonwood 6 REMOVE 5014 Cottonwood 8 REMOVE 5015 Norway Spruce 20 REMOVE 5016 Sugar Maple 44 REMOVE 5017 Cottonwood 9 REMOVE 5018 American Elm 11 REMOVE 5019 Boxelder 11 Multi -Stem REMOVE 5020 Sugar Maple 16 REMOVE 5021 Boxelder 6 REMOVE 5022 Boxelder 9 REMOVE 5023 Boxelder 10 REMOVE 5024 Cottonwood 10 REMOVE 5025 Boxelder 22 Multi -Stem REMOVE 5026 Boxelder 18 REMOVE 5027 Boxelder 14 Phy. Dam. REMOVE 5028 Boxelder 26 REMOVE 5029 Cottonwood 14 REMOVE 5030 Douglas Fir 5 REMOVE 5031 Douglas Fir 5 REMOVE 5032 White Pine 10 REMOVE 5033 Douglas Fir 4 REMOVE 5034 Norway Spruce 6 REMOVE 5035 Norway Spruce 9 REMOVE 5036 Norway Spruce 5 REMOVE 5037 Norway Spruce 5 REMOVE 5038 Norway Spruce 5 REMOVE 5039 Norway Spruce 6 REMOVE 5040 Norway Spruce 4 REMOVE 5041 White Pine 8 REMOVE 5042 Cottonwood 8 Multi -Stem REMOVE 5043 Cottonwood 10 Multi -Stem REMOVE Orono Senior Housing Orono, Minnesota 0' 30' 60' 90' Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 0011740TPPOl.dwg Date: 3/9/18 Sheet: 9 of 13 Tree Inventory o 2018 Westwood Professional Services, Inc. Final Plant Schedule Landscape Requirements CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. MATURE SIZE 37 H 50' W 30'-35' 12 TREES * UNDERSTORY SHRUBS 223 SHRUBS ABM 6 Blaze Maple / Acer x freemanii 'Jeffersred' 2.5" BB AS SHOWN H 50'-60' W 40' SWO 3 Swamp White Oak / Quercus bicolor 2.5" BB AS SHOWN H 50'-60' W 40'-50' FYL 5 Frontyard Linden / Tilia americana 'Frontyard' 2.5" BB AS SHOWN H 60'-70' W 30'-40' PRE 6 Princeton Elm / Ulmus americana 'Princeton' 2.5" BB AS SHOWN H 60' W 40' SKH 6 Skyline Honeylocust / Gleditsia tricanthos var. inermis 'Skycole' 2.5" BB 26 AS SHOWN 37 H 50' W 30'-35' 12 TREES * UNDERSTORY SHRUBS 223 SHRUBS JTL 6 Japanese Tree Lilac / Syringa reticulata 6' HT., BB CLUMP AS SHOWN H 25-30' W 20'-25' SSC 6 Spring Snow Crab / Malus 'Spring Snow' 2" BB AS SHOWN H 25'-30' W 15-20' BHS 14 Black Hills Spruce / Picea glauca densato 6' HT., BB AS SHOWN H 30'-40' W 20'-30' NOS 8 Norway Spruce / Picea abies 6' HT., BB AS SHOWN H 60'-80' W 25'-30' NOP 11 Norway Pine / Pinus resinoso 6' HT., BB AS SHOWN H 50'-80' W 30'-40' WHP 4 White Pine / Pinus strobus 6' HT., BB AS SHOWN H 50'-80' W 30'-40' NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Westwood I I hereby certify that this plan was prepared me or under my direct supervision and that I am a duly licensed PROFESSIONAL LANDSCAPE ARCHITECT under the laws of the State of Minnesota. Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 7 � Toll Free (888) 937-5150 westwoodps.com Nicholas Meyer, PLA Westwood Professional Services, Inc. Date 08/08/18 License No. 53774 Revisions: 08/07/17 - City Comments 03/20/18 - Final Development Approval Plans 05/30/18 - City Comm ents/Stormwater 07/11/18 - Watershed Comments 08/06/18 - City/Watershed Comments 08/08/18 - City Comments TOTAL REQUIRED LANDSCAPE: 41 TREES * OVERSTORY DECIDUOUS TREES 41 TREES - THE GREATER OF ONE TREE PER 1,000 GROSS SQUARE FEET OF BUILDING FOOTPRINT OR ONE TREE PER 40 LINEAL FEET OF SITE PERIMETER. (BUILDING FOOTPRINT = 39,978 SQUARE FEET) (SITE PERIMETER = 1,607 LINEAL FEET) * CONIFEROUS TREES 13 TREES - MIN. 30% OF REQUIRED OVERSTORY TREES MUST BE CONIFEROUS * UNDERSTORY SHRUBS 134 SHRUBS - THE GREATER OF ONE SHRUB PER 300 GROSS SQUARE FEET OF BUILDING FOOTPRINT OR ONE SHRUB PER 30 LINEAL FEET OF SITE PERIMETER. (BUILDING FOOTPRINT = 39,978 SQUARE FEET) (SITE PERIMETER = 1,607 LINEAL FEET) Landscape Provisions TOTAL LANDSCAPING PROVIDED: 75 TREES * OVERSTORY DECIDUOUS TREES 26 TREES * CONIFEROUS TREES 37 TREES * ORNAMENTAL TREES 12 TREES * UNDERSTORY SHRUBS 223 SHRUBS API �ed: NTM Drawn: NTM Record Drawing by/date: Prepared for: Planting Notes 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM 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. FIELD SUBSTITUTIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT AND/OR CITY PRIOR TO INSTALLATION. 5. CONTRACTOR SHALL PROVIDE ONE 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. AT TIME OF PLANTING 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, OPEN 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 MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. AT CONTRACTOR DISCRETION, TWINE AND TOP OF BURLAP MAY BE LEFT ON FOR INITIAL YEAR AFTER INSTALLATION ONLY IF BIODEGRADABLE TWINE AND BURLAP ARE USED. CONTRACTOR TO VERIFY TWINE AND BURLAP DEGRADATION AFTER ONE YEAR PERIOD AND REMOVE ANY REMNANT MATERIAL AS NECESSARY. 11. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12. REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14. STAKING OF TREES IS OPTIONAL AT CONTRACTOR DISCRETION; REPOSITION AND PLUMB IF NOT PLUMB AFTER ONE YEAR. NON -PLUMB TREES TO BE SUBJECT TO WARRANTY REPLACEMENT OR REPAIR. 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 (COMMON TOPSOIL BORROW) AND TO BE NATIVE 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. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. 18. EDGING TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR 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 SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED EXCEPT POND AREAS AND WETLAND BUFFERS (SEE GRADING PLAN / EROSION CONTROL). 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. 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. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. LAWN SPRINKLERS/IRRIGATION SYSTEMS SHALL ALL HAVE RAIN SENSORS TO LIMIT UNNECESSARY WATERING. 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. Planting Legend (D DENOTES DECIDUOUS OVERSTORY TREE DENOTES EVERGREEN TREE DENOTES ORNAMENTAL TREE Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 Seeding Legend + + DENOTES NATIVE SEEDING (NATIVE SEED MDC 33-261 STORMWATER SOUTH & WEST, OR SIMILAR) Total Area (0.1 AC) + DENOTES NATIVE SEEDING (NATIVE + SEED MIX 35-241 MESIC PRAIRIE + + + + + GENERAL, OR SBAILAR) Total Area (0.1 AC) * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE Orono Senior Housing Orono, Minnesota Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 0011740PLP01.dwg Date: 06/19/17 Sheet 10 OF 13 Landscape Plan o 2018 Westwood Professional Services, Inc. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND �g (MAX.) OR TO FIRST BRANCH. o BOTTOM OF STAKE 3' (MIN.) °` ga BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS a gip° ao�a EQUIDISTANT AROUND AND aP a �a OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR ` POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. PLACE MULCH, DEPTH AS SPECIFIED, 2X BALL L OVER PLANT PITS — DO NOT PILE DIAMETER AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. III—III III = BACKFILL PLANT PIT WITH SPECIFIED I' II II II111- BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. III III- REFER TO AMERICAN STANDARD FOR — =I—i NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. Westwood DECIDUOUS TREE LA28 PLANTING PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED d� WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. PLACE MULCH, DEPTH AS ° ! ° SPECIFIED, OVER PLANT PITS — I' DO NOT PILE AGAINST TRUNK. 2 BA DI FORM 3" DEEP WATERING BASIN. 11- BACKFILL PLANT PIT WITH — SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. — 1=II1— REFER TO AMERICAN STANDARD .111= -III— Ill—Jill 1— FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. Westwood EVERGREEN TREE LA29 PLANTING REMOVE CONTAINER, SET SOIL MASS ON COMPACTED SOIL MOUND MATCHING SHRUBS NATURAL o ® GROUNDLINE WITH FINISHED GRADE. o p ALL PLANTING BEDS SHALL RECEIVE 4" OF SPECIFIED MULCH AND WEED BARRIER FABRIC. o EDGE ALL PLANTING BEDS WITH SPECIFIED EDGER WHERE ADJACENT TO LAWN AREAS. -SCARIFY SIDES AND BOTTOM OF H OLE. —III -1-111 BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. N.T.S. Westwood SHRUB PLANTING LA27 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. STo ST �sro� Final Plant Schedule - CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. o 0 7 TEA 20 Techny Arborvitae / Thuja occidentalis 'Techny' #7 CONT. 5'-0" O.C. TAY 72 Taunton Yew / Taxus x media 'Taunton' #7 CONT. 4'-0" O.C. RWV 4 Redwing Viburnum / Viburnum trilobum 'J.N. Select' #5 CONT. 6'-0" O.C. —SAM— JsgN — SANS ABH 63 Incrediball Hydragea / Hydrangea arborescens 'Abetwo' #5 CONT. 4'-0" O.C. SWN 13 Summer Wine Ninebark / Physocarpus opulifolius 'Seward' #5 CONT. 4'-0" O.C. wAr WA WA SAN SA) WA WA WA WA WA war war war w AWS 51 Anthony Waterer Spirea / Spiraea x bumalda 'Anthony Waterer' #5 CONT. 3'-0" O.C. KFG 137 Karl Forester Grass / Calamagrostis x acutiflora 'Karl Forester' #1 CONT. 36" O.C. Sro° 2 LBS 49 Blue Heaven Little Bluestem / Schizachyrium scoparium 'Minnblue A' #1 CONT. 24" O.C. sro sro �� SDO 170 Ruby Stella Daylily / Hemerocallis 'Ruby Stella' #1 CONT. 18" O.C. SrTO S AFS 112 Autumn Fire Sedum / Sedum x 'Autumn Fire' #1 CONT. 18" O.C. A 44 a a a sro Q sro NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. • I _I, � e102A v —7 J I + � FS I I • � ►► + + a Q STo Q \ D 29 SDO ►► —� �� , _ ° 3 TAY 7 AWS t_ — ��►_ sro �T� 3 TAY 4 ABH — 8 KFG \ J 5 T Y \ � a N O tld A� 0000000 �. – ` \ 2� I + \ ON � I + 5 ABH 4 TEA �-- + +44 I + 5 TAY 2 ABH \ + + + + + + + +� 3-- AY I i +\ + + + i - — — — d I o I+ d d° ° I X22 i I + + + �o� 15 LBS 15 LBS ° ° CD1 I 2+ ��— j_-+ 7 TAY I I ° ` I I I I ° $ 17 AFS 5 ABH 2 ABH ►► 2 /� I I I I 17 AFS ° ° ►► I+ • 10� i 5 AWS 21 SD0 21 SDO i 2 TEA 2 TEA I ►► ( A 5 ABH i d I I I �- /I 8 KFG 8 KFG 11 AWS m °° I ° d° ° 1 23—� I + + I I + 3 TAY `�--- --- i 0 i + I I + + – 4 KFG 0 x– X---- – . L 000000 :. I i 7 AWS 7 AWS 0 °, 11 1 .0 0 i I + I I� 1 � • 1 2 TEA 8 KFG 3 TEA ��_ _ _---_-_-___ _ _-_--__, 4 RWV 5 TAY I ° + I �i 6 TAS' 10 AB 000000 + I+ d I i + +I I I +i a 7 AWS 5 TAY 3 TEA + i I I + 2 TAY 2 TEA 8 KFG ' d I+ I + 44I �� 1023 8 KFG i ° I 1025--_ 0 ' I +I 0 • IX d O 102 /1 .0 7 AWS O / 6 WN 0 i Q I 1 A / N A 3 ABH iI 101 2 TE4 41 SDO a \ / �� 4 ABH 8 FG 5 TAY 2 SWN Ta o ° + I I ►►\ / d 10 KFG I 2 ABH 0 2 ABH 0 I� / \ / 46 AFS° d ® d d I + O / 0 O d4 ° 16KIF I \+� + + + + d ° � d° ° ° ° ° ° ° a x x x 0 ° a — — _ 29 DO ° ° ° ° d ° ° ° ° d ° d ° e ° d ° ° ° ° d ° ° A °d °NO ° I ARKIN • 10 TAY 2 ABH 0'37 KFG 1 1 110. 11N. \ — — — — — — — sro � S SC r0 sro — _ / 5TO 1027 Sro sr o 026i 0� < -- -- —+ — x x x x —X—x x x x x + , —GAS GAS GAS qS ASx_ + 0 20 40 60 GAS GA GAS GAS POH POH POH POH GAS GAS A GAS GAS Gas x —�A�-io Call 48 Hours before digging: POH POH POH POH POH PO POH POH POH =!7P0H Anu —811 or cal1811. ciom 0 lO� POH OH P Common Ground Alliance 0011740PLP01.dwg • Date: 06/19/17 Sheet. 11 of 13 I hereby certify that this plan was prepared by me or under my Revisionm direct supervision and that I am a duly licensed PROFESSIONAL LANDSCAPE ARCHITECT under the laws of the State of Minnesota. 08/07/17 — City Comments 03/20/18 — Final Development Approval Plans 05/30/18 — City Comm ents/Stormwater ,7�ti ( 07/11/18 — Watershed Comments Nicholas Meyer, PIM 08/06/18 — City/Watershed Comments Dab~ 08/08/18 License No. 53774 08/08/18 — City Comments NTM Prepared for: Checked: NTM Drawn: NTM Record Drawing by/date: Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 Orono Senior Housing Landscape Plan Orono, Minnesota ©2018 Westwood Professional Services, Inc. SWPPP NARRATIVE THE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BY THE CLEAN WATER ACT. THIS REPORT SHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP: - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION - INSPECTION AND MAINTENANCE PROCEDURES THE GRADING AND EROSION CONTROL PLAN PREPARED FOR ORONO SENIOR HOUSING SHALL BE CONSIDERED PART OF THE SWPPP. PROJECT LOCATION THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR ORONO SENIOR HOUSING IN ORONO, MINNESOTA. THE SITE IS LOCATED IN THE BETWEEN KELLEY PARKWAY AND WAYZATA BVLD W, THE 3RD PARCEL EAST OF N. OLD CRYSTAL BAY RD. OWNER/OPERATOR INFORMATION ORONO SENIOR HOUSING IS OWNED BY APEX HOLDINGS LLC, 2110 LYNDALE AVENUE SOUTH, SUITE C, MINNEAPOLIS, MN 55405. ORONO SENIOR HOUSING IS OPERATED BY TBD. OWNER/OPERATOR RESPONSIBILITIES OWNER -DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL. -SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI) -COMPLIANCE W/ ALL TERMS AND CONDITIONS OF PERMIT -SWPPP SUBMITTAL FOR 30 REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OF SITE DISCHARGE. -KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION) (PART II.B.5) -NOT WITHIN 30 DAYS OF COMPLETING NPDES REQUIREMENTS & COMPLETING ACTIVITY ON SITE. -IDENTIFY WHO HAS LONG TERM 0&M PERMANENT STORMWATER SYSTEM. -DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE. CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE: POTENTIAL POLLUTANT LOCATION CONTROL MEASURE ANTIFREEZE DIESEL FUEL FERTILIZER VARIOUS SECONDARY CONTAINMENT DRIP PAN VARIOUS SECONDARY CONTAINMENT DRIP PAN LANDSCAPE CONTRACTOR IN EQUIPMENT FUELING AREA SECONDARY CONTAINMENT SECONDARY CONTAINMENT / DRIP PAN GASOLINE GLUE ADHESIVES CONTRACTOR SECONDARY CONTAINMENT HYDRAULIC OILS FLUIDS CONTRACTOR SECONDARY CONTAINMENT PAINTS CONTRACTOR SECONDARY CONTAINMENT GREASE CONTRACTOR SECONDARY CONTAINMENT DRIP PAN SANITARY WASTE PORTABLE BATHROOMS SERVICE PROVIDER TO SECURE UNITS FROM TIPPING OVER AND MAINTAINED SOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENT LANDSCAPING MATERIALS LANDSCAPE CONTRACTOR CONTRACTOR RESPONSIBLE CONCRETE TRUCK WASHOUT WASHOUT AREA CONCRETE MORTAR MOBILE MIXER S.C. WASHOUT AREA ENSURE ADEQUATE TREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR CONSTRUCTION NOTES IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798. TIMING OF BMP INSTALLATION THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED (PART II.C.) SURFACES AND CAPTURE SEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS. OPERATOR -RESPONSIBLE FOR PARTS II.B., II.C., IV. & APPENDIX A, PART C. IF APPLICABLE. (JOINTLY WITH OWNER) -COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED, THE OWNER MUST IDENTIFY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED (TRAINED PERSONNEL) IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMP'S WHO WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION. TRAINING DOCUMENTATION AND INFORMATION WILL BE INCLUDED WITH THE ON-SITE SWPPP WORKBOOK AND DOCUMENTATION. PROJECT DESCRIPTION THE SITE IS APPROXIMATELY 3.50 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO, GRADING, UTILITIES, CONSTRUCTION OF A MULTI -STORY BUILDING WITH AN APPROXIMATE 40,000 SQ FOOTPRINT, AND LANDSCAPING. PRE -DEVELOPMENT SITE CONDITIONS THE EXISTING SITE IS AN UNDEVELOPED FIELD. THE SITE HAS A SLIGHT SLOPE FROM WEST TO EAST WITH SOIL STOCKPILES AT A FEW LOCATIONS. POST -DEVELOPMENT SITE CONDITIONS THE PROPOSED SITE WILL CONSIST OF A MULTI -STORY BUILDING, WITH ASSOCIATED DRIVE LANES AND PARKING. PERVIOUS AREAS WILL BE VEGETATED. DRAINAGE WILL BE COLLECTED VIA SITE STORM SEWER WHICH WILL DISCHARGE TO AN EXISTING REGIONAL POND TO THE EAST OF THE SITE. THE POND WAS DESIGNED TO HANDLE STORMWATER RUNOFF FROM THIS SITE. LAND FEATURE CHANGES THE DISTURBED AREA IS 3.5 ACRES. EXISTING SITE IS 100% PERVIOUS. THE PROPOSED SITE IS 62.6 % IMPERVIOUS THE NET INCREASE IN IMPERVIOUS AREA IS 2.19 ACRE. IMPAIRED WATERS THERE IS ONE IMPAIRED WATERS WITHIN 1 (ONE) MILE OF THE PROJECT SITE DISCHARGE LOCATIONS) AS INDICATED ON THE PCA IMPAIRED WATERS MAP. LONG LAKE IS IMPAIRED FOR MERCURY IN FISH TISSUE AND NUTRIENT/EUTHROPHICATION BIOLOGICAL INDICATORS, AND IS LOCATED 5215' EAST OF THE PROJECT SITE. SPECIAL WATERS THERE ARE NO SPECIAL WATERS WITHIN 1 (ONE) MILE OF THE PROJECT SITE DISCHARGE LOCATIONS) AS INDICATED ON THE PCA SPECIAL WATERS MAP. SOIL TYPES THE SITE CONTAINS 1.5 TO 4' THICK LAYER OF TOPSOIL, OVERLAYING FILL AND DEPOSITS CONSISTING MAINLY OF CLAYEY SAND AND LEAN CLAY. REFER TO THE GEOTECHNICAL REPORT DATED 01/18/2018 completed by BRAUN INTERTEC. THE SOILS HAVE SLIGHT EROSION POTENTIAL. STORM WATER MANAGEMENT PLAN THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF THE EXISTING WET SEDIMENTATION BASIN CONSTRUCTED EAST OF THE PROJECT. THE POND WAS DESIGNED FOR MNDOT HIGHWAY WORK AND A FEW AREA DEVELOPMENTS. THE DESIGN POND STORAGE IS 14.2 ACRE-FEET. EROSION/SEDIMENT CONTROL PREVENTION MEASURES TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONAL TEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN. PERMANENT VEGETATION ESTABLISHMENT PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEEDING THAT IS TO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MN/DOT SPECIFICATIONS FOR DORMANT SEEDING PER THE MN/DOT SEEDING MANUAL 2007. POTENTIAL STORM WATER POLLUTANTS POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota Ryan U Bluhm Data 08/08/18 Uowse No. 41257 PRIOR TO START OF CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION: 1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN. 2. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS. 3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION. 4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN. DURING CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURING CONSTRUCTION: 1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED. 2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARY SEED MIX 150, APPLIED AT A RATE OF 40 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED. 3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE. 4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHER A STRAIGHT DISK, HYDROMULCH OR POLYMER. 5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATED WITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200 LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS. 6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER PERIMETER CONTROLS. 7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. 8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF AN EMERGENCY. 9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR. 10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL -OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER 11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN PART IV.F OF THE GENERAL PERMIT. 12. REPAIR SILT FENCES, INLET PROTECTION, GRAVEL CONSTRUCTION ENTRANCES AND OTHER EROSION AND SEDIMENT CONTROLS AS NEEDED AND AS DEFINED IN THE PART IV.E.4 INLET SEDIMENT CONTROL BMP REMOVAL IF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMPS ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THE MUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BE AVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED UPON COMPLETION OF CONSTRUCTION ACTIVITIES: 1. ALL DISTURBED AREAS WITHOUT PERMANENT IMPERMEABLE SURFACES WILL BE VEGETATED FOR FINAL STABILIZATION. IF EROSION CONTROL BLANKET IS NOT REQUIRED, THE SITE SHALL BE STABILIZED WITH MN/DOT SEED MIXTURE 250 APPLIED AT 70 LBS/ACRE AND TYPE -1 MULCH APPLIED AT 2 TONS/ACRE IN ACCORDANCE WITH MN/DOT SPECIFICATION 2575. 2. REMOVE ALL SILT FENCE, INLET PROTECTION AND OTHER EROSION AND SEDIMENT CONTROL DEVICES AFTER VEGETATION IS 70% ESTABLISHED BY UNIFORM PERENNIAL VEGETATION COVER OVER THE ENTIRE PERVIOUS SURFACE AREA. REPAIR ALL AREAS DISTURBED DURING REMOVAL OF BMPS. 3. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 4. THE ORIGINAL PERMITTEES (OWNER AND OPERATOR) WHO HOLD THE NPDES PERMIT MUST SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER CONSTRUCTION AND FINAL STABILIZATION IS COMPLETE. Rens: 08/07/17 - City Comments 03/20/18 - Final Development Approval Plans 05/30/18 - City Comm ents/Stormwater 07/11/18 - Watershed Comments 08/06/18 - City/Watershed Comments 08/08/18 - City Comments Designed: RMB Checked: RMB Drawn: SYS Record Drawing by/date: A NOTICE OF TERMINATION (NOT) CAN BE APPLIED FOR PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY IF ALL THE FOLLOWING CONDITIONS ARE MET: 1. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 90 DAYS 2. AT LEAST 90% BY AREA, OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS BEEN COMPLETED AND PERMANENT COVER IS ESTABLISHED ON THOSE AREAS. 3. ON AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED. SWPPP INSPECTIONS AND MAINTENANCE EROSION AND SEDIMENT CONTROL INSPECTIONS INSPECTIONS SHALL BE CONDUCTED BY A TRAINED AND QUALIFIED PERSON EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT EXCEEDING 0.5 INCHES IN A 24 HOUR PERIOD. THE OWNER OR AN ALTERNATE WILL CONDUCT THE INSPECTIONS AS SPECIFIED IN THIS SWPPP. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THIS REPORT. FOLLOWING A RAIN EVENT INSPECTION, THE NEXT ROUTINE (WEEKLY) INSPECTION WILL TAKE PLACE WITHIN SEVEN (7) DAYS. THE FOLLOWING SHALL BE COMPLETED DURING EACH INSPECTION: 1. RECORD DATE AND TIME OF INSPECTION 2. NAME OF PERSON(S) CONDUCTING INSPECTION 3. RECORD RAINFALL RECORDS SINCE MOST RECENT INSPECTION 4. INSPECT THE SITE FOR EXCESS EROSION AND SEDIMENTATION 5. INSPECT SITE FOR DEBRIS, TRASH AND SPILLS 6. INSPECT TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES 7. INSPECT CONSTRUCTION ENTRANCES FOR SEDIMENT TRACKING ONTO PAVED STREETS. 8. INSPECT THE ADJACENT STREETS AND CURB AND GUTTER FOR SEDIMENT, LITTER, AND CONSTRUCTION DEBRIS. 9. INSPECT SITE RUNOFF OUTFALL OR DISCHARGE AREAS 10. RECORD FINDINGS OF INSPECTION, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS 11. RECORD CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES AND PARTY COMPLETING MAINTENANCE ACTIVITIES) 12. RECORD CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.5 OF THE GENERAL PERMIT 13. THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATE TREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS. MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT: 1. IF SEDIMENT CONTROL DEVICES SUCH AS SILT FENCE ARE FILLED TO 1/3 OF THE HEIGHT OF THE CONTROL DEVICE, THE CONTRACTOR SHALL REMOVE ALL SEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. 2. IF INLET PROTECTION DEVICES APPEAR PLUGGED WITH SEDIMENT, ARE FILLED TO 1/3 CAPACITY, OR HAVE STANDING WATER AROUND THEM, THE CONTRACTOR SHALL REMOVE THE SEDIMENT AND CLEAN OR REPLACE THE FILTER WITHIN 7 DAYS OF DETECTION OR NOTIFICATION. 3. IF THE GRAVEL CONSTRUCTION ENTRANCES ARE FILLED WITH SEDIMENT OR OTHERWISE FAILING THE CONTRACTOR SHALL EITHER REPLACE THE ENTRANCE OR ADD ADDITIONAL GRAVEL WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. 4. IF SEDIMENT FROM THE SITE IS OBSERVED ON PAVED ADJACENT STREETS OR OTHER PROPERTIES, THE CONTRACTOR SHALL REMOVE THE SEDIMENT WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. 5. IF SEDIMENT FROM THE SITE IS OBSERVED ON ADJACENT STREETS, IN SURFACE WATERS OR OTHER PROPERTIES, THE CONTRACTOR SHALL IDENTIFY THE SOURCE AND DISCHARGE LOCATION OF THE SEDIMENT AND IMPLEMENT ADDITIONAL EROSION AND SEDIMENT CONTROLS AT THOSE LOCATIONS TO PREVENT FUTURE DISCHARGES. (additional controls and information is described within the "SWPPP Notes" plan sheet) SEDIMENT MUST BE RETRIEVED WITHIN 7 DAYS FROM SURFACE WATERS UNLESS ADDITIONAL REGULATORY APPROVAL IS NEEDED. THE PERMITTEE IS RESPONSIBLE TO CONTACT ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND OBTAIN ANY APPLICABLE PERMITS PRIOR TO CONDUCTING ANY WORK TO REMOVE SEDIMENT THAT HAS BEEN DISCHARGED FROM THE SITE. 6. IF TEMPORARY SEDIMENTATION BASINS APPEAR PLUGGED WITH SEDIMENT, OR FILLED TO 1/2 CAPACITY, THE CONTRACTOR SHALL DRAIN THE BASIN AND REMOVE THE SEDIMENT WITHIN 72 HOURS OF DETECTION OR NOTIFICATION. 7. IF EXCESSIVE SEDIMENTS OR DEBRIS ARE OBSERVED AT THE FLARED END SECTION OUTFALLS, THE CONTRACTOR SHALL DETERMINE THE SOURCE AND DISCHARGE LOCATIONS OF SUCH MATERIALS. IF THE DISCHARGE HAS OCCURRED ON THE PROPERTY, THE CONTRACTOR SHALL REMOVE THE SEDIMENTS AND DEBRIS WITHIN 7 DAYS OF NOTIFICATION AND CORRECT THE SOURCE OF SUCH MATERIALS. 8. IF SEDIMENT FROM THE SITE IS OBSERVED TO BE DISCHARGED FROM THE SITE, THE MPCA WILL BE NOTIFIED THE SAME DAY. AFTER FINAL STABILIZATION, THE RATE OF INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE A MONTH IN AREAS WHERE NO CONSTRUCTION IS ACTIVE AND 70% DENSITY VEGETATION IS ESTABLISHED. MONTHLY INSPECTIONS TAKING PLACE WHERE AREAS OF THE SITE OR THE ENTIRE SITE ARE STABILIZED AND NON-ACTIVE WILL BE CEASED AFTER A PERIOD OF 12 MONTHS IF THE SITE OR PORTIONS OF THE SITE ARE NON-ACTIVE AND STABILIZED. INSPECTIONS WILL BE INITIATED ONCE AGAIN UPON CONSTRUCTION ACTIVITY BEGINNING OR UPON REQUEST FROM THE PCA OR THEIR APPOINTED INSPECTOR. INSPECTIONS WILL CEASE DURING FROZEN GROUND CONDITIONS BUT WILL BEGIN AGAIN WITHIN 24 HOURS OF A RUNOFF EVENT. Prepared for: Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 Orono Senior Housing Orono, Minnesota Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 0011740SWP01. dwg Date: 06/19/17 sheet: 12 OF 13 SWPPP Narrative ©2018 Westwood Professional Services, Inc. SWPPP NOTES Listed below are additional BMP's that may be considered for use if the BMP's identified in the erosion control plans prove to be insufficient. Payment for these BMP's may only be made if prior approval from an Owner has been given. 2. 3. 4. 5. A 7. STORM SEWER INLET PROTECTION • STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO AN INLET HAVE BEEN STABILIZED. • • INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT IN PLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. • • INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. • DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTER CONDITIONS OR FLOODING CONCERNS. STOCKPILES (TEMPORARY AND PERMANENT) • LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES • PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL. • • TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BE SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • • IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITH HYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER. • IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVC PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER CONSTRUCTION DEWATERING • DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY DISCHARGED TO SURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE: (TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT): o CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE. o USE A PORTABLE SEDIMENT TRAP SYSTEM. o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR A SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT. o DISCHARGE THROUGH FIBER LOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER AREA. o PUMP TO A TEMPORARY SEDIMENT BASIN. • ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS. • DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS OR ADVERSELY IMPACT WETLANDS. • ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING. CONSTRUCTION ENTRANCES • A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THE CONSTRUCTION SITE. • THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH. • GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OF MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL. • ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS. • CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED. • TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK—UP TYPE STREET SWEEPER. • IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED OR ANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTO ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED. CONCRETE TRUCK WASHOUT • CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH AND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE. • WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY. • WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. • WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVAL FROM OWNER. • WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES. • CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. • IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER. • WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. VEHICLE MAINTENANCE • ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY. • VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. • ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILL BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY. • ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASH WATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. FUELING • ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARY CONTAINMENT SYSTEM. • FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BE DISCHARGED INTO STORM WATER SYSTEMS. • ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS. • ALL REQUIRED FUEL CONTAINMENT AND CLEAN—UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALS SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 8. HAZARDOUS MATERIALS • HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS. • CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. • MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE. • NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA. • ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UP SMALL SPILLS. • IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. • ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 9. CHEMICAL CONTAINMENT • GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWED TO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE OR GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES. • ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESS THE CONTAINER IS NOT RESEALABLE. • HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OF EACH DAY. • AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB. • THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE A POLLUTION HAZARD. • THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. • ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDED METHODS. • ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT • ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 10. SOLID WASTE • SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULAR BASIS. • CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE. • MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE. • SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION CONTRACT. 11. DUST CONTROL • THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. RAPID STABILIZATION METHODS ON SLOPES B. WATER ON ROADWAYS AND GRADED AREAS C. ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUM EMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED. • ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PER SPECIFICATIONS. 12. NON—STORMWATER DEWATERING • HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED AREAS WITH ENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORM WATER BASINS AND STORM SEWER SYSTEM. • POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO AN IMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON—EROSIVE MEANS. 13. WORK NEAR OR IN IMPAIRED WATERS • EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED. • TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OF DISCHARGE. • IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS. • NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS" I hereby certify that thisIan was b me or under m direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under he laws of the State of Minnesota yy COMPANY FM Prepared for: Apex HLLC 2110 Lyndale Avenue South Suite C Minneapolis, MN 55405 08/07/17 — City Comments 03/20/18 — Final Development Approval Plans QIeckmh RMB 05/30/18 — City Comm ents/Stormwater 07/11/18 — Watershed Comments Drawn: sYs Ryan U Bluhm Data 08/08/18 ucwse No. 41257 08/06/18 — City/Watershed Comments 08/08/18 — City Comments Remd prate by/date: ALTERNATE Call 48 Hours before digging: 811 or call811.com Common Ground Alliance TITLE COMPANY NAME CONTACT NUMBER OWNER CONTRACTOR SITE NPDES INSPECTOR ALTERNATE ENGINEER Westwood Professional Services GRETCHEN SCHROEDER 952-906-7480 STORM WATER INSPECTOR DUTY OFFICER STATE OF MN 1-800-422-0798 CITY ENGINEER CITY OF ORONO ADAM EDWARDS 952-249-4600 Orono Senior Housing Orono, Minnesota 0011740SWP01. dwg Date: 06/19/17 Sheet: 13 OF 13 SWPPP Notes MINNEHAHA CREEK QUALITY OF WATER August 14th, 2018 Apex Holdings, LLC 1613555 th Avenue North Plymouth, MN 55446 Attn: Sanjeev Mangalick WATERSHED DISTRICT QUALITY OF LIFE RE: Notice of Conditional Approval for MCWD Permit Application #18-293: 2635 Kelley Parkway, Orono Dear Mr. Mangalick, Thank you for submitting an application for a Minnehaha Creek Watershed District (MCWD) permit for Erosion Control and Stormwater Management for the construction of a Senior Living Facility located at 2635 Kelley Parkway in the city of Orono. The public comment period and review of this application has concluded and the MCWD has determined the above mentioned permit application to be complete. Therefore, the application is approved with the following conditions: • Reimbursement for fees (invoice to be sent separately); • Financial Assurance (amount and ESCROW template to be sent separately) • Declaration for: Stormwater Facilities • Submission of an NPDES Number • Identification of Contractor responsible for maintaining the erosion control plan o Name, Organization, phone number, e-mail Once the above mentioned materials have been submitted and all permit conditions have been met, staff will issue the permit. You are reminded that work on the project cannot begin until the permit has been issued. The approval expires one year from the date of this letter. If final municipal approval of the project results in changes to the project you must submit revised plans to the MCWD for review. Please contact me at please contact me at 952-641-4504 or hquinn@minnehahacreek.org with questions or concerns. Respectfully, Heidi Quinn Permitting Technician CC: Gretchen Schroeder, Westwood Professionals Ryan Blume, Westwood Professionals Melanie Curtis, City of Orono Christine Mattson, City of Orono We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard, Minnetonka, MN 55345 • (952) 471-0590 • Fax: (952) 471-0682 • www.minnehahacreek.org CITY OF ORONO RESOLUTION OF THE CITY COUNCIL 6786 NO. A RESOLUTION APPROVING THE GENERAL CONCEPT PLAN, AND GRANTING A CONDITIONAL USE PERMIT, PRELIMINARY PLAT, ZONE CHANGE, AND COMMUNITY MANAGEMENT PLAN AMENDMENT APPROVAL FOR PROPERTY LOCATED AT 2635 KELLEY PARKWAY - FILE NO. 17-3948 WHEREAS, Apex Holdings, LLC, a Minnesota limited liability company (hereinafter the "Developer") is owner of the property located at 2635 Kelley Parkway within the City of Orono (hereinafter the "City") and legally described as follows: Outlot D, Stonebay Addition (hereinafter the "Property"); and WHEREAS, the Developer has requested General Concept Plan, Zone Change, Conditional Use Permit and Preliminary Plat Approval for development of the Property. Proposed is a rezoning from RR -1 B PUD, One Family Rural Residential District Planned Unit Development to RPUD Residential Planned Unit Development District for construction of a 70- unit Senior Housing, Assisted Living, and Memory care facility; and WHEREAS, the Developer has concurrently requested an amendment of the 2008- 2030 Orono Community Management Plan ("CMP") to change the proposed land use from Office to High Density Residential and allow said development at a density of approximately 20 dwelling units per acre, where no residential density is prescribed in the CMP; and WHEREAS, on June 27, 2017 the Developer filed a complete formal application with the City for Comprehensive Plan amendment, rezoning, and concept plan & preliminary plat approval for a 70 unit senior care facility on the Property; and WHEREAS, after due published and mailed notice in accordance with Minnesota Statutes 462.358 et. seq. and the City of Orono Zoning and Subdivision Codes, the Orono Planning Commission held a public hearing for the application and reviewed it on July 17, 2017, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, the Planning Commission information, published for the July 17, 2017 meeting, including staff report and exhibits, is incorporated by reference; and WHEREAS, the Planning Commission on July 17, 2017 recommended on a vote Page 1 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 67 8 6 of 7-0 that the Council grant the proposed CMP; the rezoning to RPUD Residential Planned Unit Development District; grant Conditional Use Permit, grant general concept plan, and preliminary plat approval subject to a number of conditions and recommendations; and WHEREAS, the Orono City Council reviewed the sketch plan for the Property in September 2016, and has reviewed the formal applications at its regular meeting on August 14, 2017; and WHEREAS, the City Council hereby makes the following findings in regard to this application for RPUD General Concept Plan, Preliminary Plat approval, CMP amendment, Conditional Use Permit and rezoning: FINDINGS A. Community Management Plan Conformity, CMP Amendment 1. This application was reviewed as Zoning File #17-3948. 2. The Property is currently zoned RR -1 B PUD as part of the Stone Bay development, The Property contains approximately 3.5 acres. The Stonebay Master Plan suggests an office use for the property. The CMP guides the property as office. 3. The property has sat vacant for many years; the city recognizes that there is not a market, nor is one likely, for office uses on the subject parcel. 4. The Metropolitan Council established density goals for the City of Orono, and the city responded by carefully selecting parcels at densities that would potentially allow for more affordable housing options. Metropolitan Council guidelines require an overall new sewered development density of at least 3 units per acre. In order to meet these goals, certain parcels within the Metropolitan Urban Service Area (MUSA) were guided for densities significantly higher than 3 units/acre — to allow those shoreland areas in the MUSA historically zoned and planned for low density, to develop at the 1 -acre and 2 -acre lot sizes desired by the City. Recent developments within the MUSA have been approved at densities lower that prescribed in the CMP. 6. The city desires to identify additional areas appropriate for high density residential within the community. The rationale for the density increase at this site was Page 2 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 6786 primarily the location adjacent to a high -traffic roadway; the availability of municipal utility services; and the remote location from single family residential development. 7. The City Council has reviewed the development proposal with regards to the CMP and finds that it meets a number of goals for housing as established within the Housing element of the CMP, including: - Provides opportunities for housing types, locations, and cost ranges which will meet the needs and provide adequate housing for a broader range of ages, family groups, lifestyle needs and levels of income to the greatest extent practical. - Provides housing types and residential densities consistent with environmental and land use plans and with the availability of public services and facilities. B. Rezoning from RR -1 B to RPUD 8. The Property is located within the Metropolitan Urban Service Area (MUSA) and is intended to be developed using municipal sewer and water, a requirement of the RPUD zoning district. 9. Because the property is proposed to be reguided in the CMP for high density residential, the property should be rezoned consistent with the intended and guided use. The most appropriate zoning for the intended use is RPUD, Residential Planned Unit Development District. 10. The property contains approximately 3.5 acres. The property meets the lot size requirements of Zoning Code Section 78-626(1) for rezoning to RPUD because it is part of a larger Planned Unit Development, Stonebay. 11. Rezoning the property to RPUD Residential Planned Unit Development is appropriate based on the High- Density residential nature of the proposal, which meets the following general purposes of the RPUD District: a) incorporates flexibility in land development and redevelopment in order to utilize new techniques of building design, construction and land development; b) provides lifecycle housing with the potential to meet affordable and moderate cost housing needs; c) incorporates energy conservation through the clustering of buildings and land Page 3 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 6786 uses; d) preserves desirable site characteristics and open space; e) provides design compatible with surrounding land uses, including both existing and planned; f) results in a sensitive development in the transitional area located between a high capacity roadway and the high density housing to the north; and g) yields development which is consistent with the Comprehensive Plan guiding for higher density than the typical urban and rural residential development in Orono. 12. Conformity with Zoning District Standards. In relation to the RPUD standards, there are specific guidelines for development in Zoning Code Section 78-626(7), including Setbacks, Height limitations, and outside storage limitations. However, the concept of a planned unit development process is to allow flexibility in design. Section 78-626(16) provides for flexibility in RPUD standards, as follows: (16) Flexibility. The uniqueness of each RPUD requires that specifications and standards for streets, utilities, public facilities and subdivisions may be subject to modification from the city ordinances ordinarily governing them. The city council may therefore approve streets, utilities, public facilities and land subdivisions which are not in compliance with usual specifications or ordinance requirements, if it finds that strict adherence to such standards or requirements is not required to meet the intent of this section or to protect the health, safety or welfare of the residents of the RPUD, the surrounding area or the city as a whole. This proposed development concept requires flexibility from the RPUD district lot standards for attached dwelling units. The table below identifies specific standards which require flexibility, which the City Council finds acceptable: Page 4 �o�o CITY OF ORONO RESOLUTION OF THE CITY COUNCIL �� N O . 7 6 �FSHo'V C. Conditional Use Permit for Assisted Living 13. As required in Section 78-624 (2) Assisted living facilities are a conditional use in the RPUD zoning district. The Council finds, in the review of the standards for granting a Conditional Use: 1) Consistent with the community management plan; The Community Management plan maps the site for office use. The Commission is considering an amendment to the Community Management Plan, if approved the use would be consistent. 2) Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; The proposed rezoning to RPUD would allow for consistency with use regulations. 3) Adequately served by police, fire, roads, and stormwater management; The property was laid out to accommodate an office use. 4) Provided with an adequate water supply and sewage disposal system; The property is served by municipal water and sanitary sewer Page 5 RPUD District Proposed lot Flexibility Minimum SFR Standards Required? Standard Minimum project size: 5 acres 3.5 No Building Setback (Kelley Parkway) 35 44 No Building setback (Wayzata Blvd) 50 54 No Minimum side yard setback: 35 feet 37 feet No Maximum FAR: 1 0.52 No Parking lot and driving lane setback 20' 8-27 feet Yes Private Recreational Area: 10% of roses project 11% proposed No area Building height: Maximum of 30 feet appx 32' Yes Number of stories 3 (Max.) 2 No Hardcover 50% 63% Yes C. Conditional Use Permit for Assisted Living 13. As required in Section 78-624 (2) Assisted living facilities are a conditional use in the RPUD zoning district. The Council finds, in the review of the standards for granting a Conditional Use: 1) Consistent with the community management plan; The Community Management plan maps the site for office use. The Commission is considering an amendment to the Community Management Plan, if approved the use would be consistent. 2) Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; The proposed rezoning to RPUD would allow for consistency with use regulations. 3) Adequately served by police, fire, roads, and stormwater management; The property was laid out to accommodate an office use. 4) Provided with an adequate water supply and sewage disposal system; The property is served by municipal water and sanitary sewer Page 5 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 6786 5) Not expected to generate excessive demand for public services at public cost; No additional public service costs associated with the proposed use are anticipated. 6) Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; The adjoining properties to the north are high density residential; to the south and west are commercial. To the east across a stormwater pond is vacant, commercial land. The proposed quasi commercial residential use appears to be consistent with the Comprehensive Plan. 7) Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; An amendment to the Community Management Plan would allow the proposed use. Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the community management plan; The existing building has both commercial and residential characteristics and its location and design make it compatible with the surrounding residential and commercial uses. 8) Not expected to substantially impair the use and enjoyment of the property in the area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses; No evidence has been presented to suggest otherwise. 9) Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; Adhering to the RPUD landscaping requirements will provide for adequate screening. 10) Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; No evidence has been presented to suggest otherwise. 11) Not cause excessive non-residential traffic on residential streets, parking needs that cause a demonstrable inconvenience to adjoining properties, traffic congestion, or unsafe access; No evidence has been presented to suggest otherwise. 12) Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; There are minimal natural, scenic features of the site. 13) All exterior lighting shall be so directed so as not to cast glare toward or onto the public right-of-way or neighboring residential uses or districts; The site plan shows minimal measurable light at the ground off site; and 14) Not detrimental to the public health, public safety, or general welfare. There is no evidence that the proposed use will have detrimental effects. Page 6 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 0 D. Environmental Considerations, Site Planning & Amenities; Transportation, 14. Landscaping. The preliminary landscaping plan will be evaluated for compliance with the very detailed RPUD landscaping requirements. The preliminary landscape plans (Exhibit A8) indicate 58 trees will be planted within the development area, in a variety of deciduous, coniferous and ornamental species. 15. Parking Lot and driving lane setback. The Ordinance requires a setback of 20 feet for drive lanes and parking areas. The driveway lane around the building, provided emergency access and on site circulation encroached in this setback as close as 8 feet to the side property line. The Council finds that this is acceptable given the size of the building and the proposed use. 16. Building Height. The building height as shown on the plan is 30 feet 1 and '/4 inches, higher than the maximum permitted by ordinance. The final grading plan may impact the defined height of the building. The Council finds allowing up to 32 feet in defined height appropriate given the size and width of the building, the desire to retain a residential style roof structure, and the fact that the building is two stories, fewer than the maximum 3. 17. Hardcover. By virtue of the RPUD zoning, per 78-1701(4)(a) the property is assigned to Hardcover Protection Tier 4, which allows up to 50% hardcover of the gross lot area. The proposed hardcover is 63%, due in part to the complex residential use, and need for onsite circulation. The Council finds flexibility is appropriate given the high intensity uses surround the property (Industrial and Wayzata Blvd to the south, Condominiums and Public Works facility to the North.) If the parcel was not zoned RPUD, there would be no hardcover limitation due to the site distance from lakes. 18. Easements Required. Standard perimeter drainage and utility easements around all property boundaries will be required. Additional easement or property may be requested by Hennepin County to permit expansion of the stormwater pond east of the site, for Hennepin Council retention and treatment needs. 19. Trail. A trail was envisioned along the south property line, to be constructed by the developer as part of the global Stonebay development. If Hennepin County provides a trail as part of the Wayzata Boulevard project, and requires city easement or financial support, the developer, in lieu of providing a private trail alongside a public trail, will provide the city's share of the financial contribution, not to exceed Page 7 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 6796 their expected responsibility to design and construct a private trail. (example: if the private trail is to cost $100,000, and Hennepin County requests city funding of $200,000 for a public trail, the developer will provide $100,000.) 20. 10% Private Park RPUD Requirement. The private recreation area of `10% of the platted property' required under the RPUD standards will be satisfied via the pavilion and the reflective spaces in front of the building, and upper level patio areas. 21. Park and Trail Dedication. There are no identifiable public parkland needs at this location. The Stonebay master plan identified park dedication needs for residential development because development of the proposed housing will generate additional use of existing City park facilities in the area. The Council fords that no park lands need to be dedicated and the park dedication should be in the form of a Cash Contribution in Lieu of Lands as allowed by the Municipal Code and as stipulated by the StoneBay Planned Unit Development Agreement. 3,250 per unit = $3,250 x 70 = $227,500.00 22. Stormwater Management. Stormwater management is proposed to be provided by the existing stormwater pond area east of the site. The stormwater facilities will be subject to standard drainage easements. In addition to the City of Orono, the Minnehaha Creek Watershed District have approval authority over the applicants' stormwater management plan. Final stormwater plans will be subject to the recommendations and approval of the City Engineer. 23. Stormwater and Drainage Improvements & Fees. The property will be subject to the Stormwater and Drainage Trunk Fee. Recent Council action to revise the Trunk Fee provisions would result in a fee (for development at greater than 4.0 units per acre) of $8,490 per acre (2017 Fee Schedule), based on non -wetland acreage. The fee is estimated at $29,715 ($8,490/ac x 3.5 acres = $29,715.00) 24. The applicant has provided General Concept Plans and Preliminary Plat Drawings attached to this Resolution as Exhibits A-1 through A-17 including: Plans prepared by Westwood Professional Services: Al - Plan Sheet 1 of 10 — Cover Sheet dated 6-19-17 A2 - Plan Sheet 2 of 10 — Survey dated 6-19-17 A3 - Plan Sheet 3 of 10 — Site Plan dated 6-19-17 A4 - Plan Sheet 5 of 10 — Grading Plan dated 076-19-17 Page 8 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. b796 A5 - Plan Sheet 6 of 10 — Utility Plan dated 6-19-17 A6 - Plan Sheet 7 of 10 — Civil Details dated 6-19-17 A7 - Plan Sheet 8 of 10 — Civil Details dated 6-19-17 A8 - Plan Sheet 9 of 10 — Landscape Plan dated 6-19-17 A9 - Plan Sheet 10 of 10 — Lighting Plan dated 6-19-17 Plans prepared by Viren Gori, Architect: A 10 — Sheet A 1.0 — Title Sheet AI I — Sheet 2.1 — Site Plan dated 6-15-2017 Al2 — Sheet 3.0 — Landscaping Plan dated 6-15-2017 A 13 — Sheet 3.1 — 1St Floor Plan dated 6-15-2017 A 14 — Sheet 3.2 — 2nd Floor Plan dated 6-15-2017 A 15 — Sheet 3.3 — Roof Plan dated 6-15-2017 A 16 — Sheet 5.0 Elevations — 6-15-2017 Preliminary Plat prepared by Westwood Professional Services A17 - Preliminary Plat, Stonebay Eighth addition Council finds that the plans submitted are generally sufficient to indicate the intent of the developer and the potential impacts of the project. 25 City Engineer Comments. General Development Plans and Final Plat approvals will be reviewed for conformity City standards. 26. The City Council finds that the development of this property must set a high standard for the quality, character, context and compatibility of development desired by the City for high density development in Orono. The Council finds that the proposed comprehensive plan reguiding, rezoning and proposed development of the property for high density senior use is appropriate for the property, will not have negative impacts on the surrounding properties when all Concept Plan Approval conditions are met, and is in keeping with the goals, policies and philosophies of the City. CONCLUSIONS, ORDER AND CONDITIONS NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Orono hereby approves the Amendment to the Community Management Plan, subject to the written approval of the CMP amendment by the Metropolitan Council. Failure to gain Metropolitan Council approval within the 120 day review period, expiring October 27, 2017 or Page 9 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. failure to obtain residential density credit for 70 units shall be cause to deny the applications for zone change, Conditional Use Permit, Concept Master Plan and Preliminary Plat. FURTHER, BE IT RESOLVED, that upon Met Council approval of the CMP, the General Concept Plan, Zone Change, Conditional Use Permit and Preliminary Plat for development of the property at 2635 Kelley Parkway shall be approved, subject to the following declarations and conditions: A. Conditions. 1) Unless noted otherwise, plans shall be consistent with the project outlined in Exhibit A. Developer shall provide a final Master Development Plan for the development that conforms to all standards of the RPUD District except as modified herein, and shall demonstrate to the satisfaction of the City Council that all RPUD standards have been met and shall demonstrate where such standards have not been met, and shall satisfy the City Council that non- compliance with said standards is remedied in a manner acceptable to the Council. 2) Developer shall provide a final landscaping plan meeting all of the requirements of the RPUD District and addressing the elements of Conservation Design to the satisfaction of the City Council. Final landscaping plans will be reviewed for conformity with the RPUD standards. 3) Building footprints and styling shall be generally per the examples included in the attached Exhibit A-13 thru A16. Developer shall make every attempt to ensure that identical dwelling units are not placed side-by-side. 4) Flexibility shall being granted for the building height, hardcover, and drive setback as noted in the Findings section above. 5) Applicant to confirm with SHPO that there are no archaeological sites within the property. 6) Applicant shall dedicate an easement for potential future public trail purposes over the southerly 10 feet of the property; this requirement may be waived pending resolution of the public trail question as part of the Wayzata Boulevard planning process. Page 10 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7) Transportation: a.) Internal site circulation shall be provided as shown on the site plan, provided as Exhibit A3. The new road serving the development shall be platted as two private road outlots as shown on the Preliminary Street & Storm Sewer Plan. The east -west segment of road (Outlot D) shall have a platted corridor width of 40' and a paved width (back of curb to back of curb) of 28'. The north -south segment (Outlot C) shall have a platted corridor width of 50 feet with a 32' paved width. The north -south segment will remain privately owned and maintained until such time that Outlot A is further developed, at which time the City will determine whether the road in Outlot C should be taken over as a public road. b.) A second access drive shall be provided at the east end of the site, to line up with a drive on the north side of Kelley Parkway. 8) Utilities; Stormwater Management a.) Sewer and water mains shall be installed by the Developer per the Preliminary Sanitary Sewer and Water Main Plan attached hereto as Exhibit A5, subject to the modifications noted in the City Engineer's comments. b.) The City will own and maintain the sanitary sewer and water mains within the development. The City will inspect these systems during their construction to ensure proper installation. Drainage and Utility Easements shall be granted to the City of Orono over all sewer and water main lines and facilities that are not within dedicated public rights-of-way in order to facilitate future system maintenance. c.) The Developer shall install stormwater management facilities generally as shown on the various attached plans. Developer shall provide suitable evidence of Minnehaha Creek Watershed District (MCWD) approval of the stormwater management plan before Development Plan and Final Plat Approval will be granted. The Developer shall provide sufficient drainage and utility easements as necessary to allow for future City maintenance access for stormwater management facilities. Page 11 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 17�v 9) Grading, Erosion Control a) Erosion control shall adhere to 'Best Management Practices for Protecting Water Quality in Urban Areas" and to the approved SWPPP. All erosion controls as required by the City and the MCWD shall be in place prior to commencing excavation on the site. All such erosion control measures shall be maintained in working order until the site is revegetated. b) The construction limits shall be clearly marked with adequate fencing to prevent any construction damage or disturbance of any trees and vegetation outside of the construction limits area. 10. Plans and Specifications. a) Proposed plans shall be provided to the City for final review and approval with the Final Plan set. The Public Works Department and any other pertinent reviewing agencies shall review and approve all utility improvements. Final sanitary sewer and watermain plans shall be provided and are subject to approval by the Public Works Department and City Engineer. b) Final Street and Storm Sewer Plans. C) Final Grading, Drainage and Erosion Control Plan and SWPPP showing existing and proposed contours, building locations, elevations, stormwater facilities and calculations, utilities and erosion control measures to be used during construction. General Development Plan Approval will not be granted until the Minnehaha Creek Watershed District has approved the stormwater plans. Preliminary Grading plan is attached as Exhibit A4. d) Final Landscaping Plan with planting schedules including numbers and species, in accordance with the landscaping requirements of the RPUD zoning district, and the recommendations contained within the Conservation Design Master Plan. Preliminary Grading Plan is attached as Exhibit A8. e) Detailed signage and street lighting plans, if any. Page 12 �°moo CITY OF ORONO RESOLUTION OF/THE, CITY COUNCIL G~� 6 N O . 6�ESH6,� f) Any additional plans and specifications deemed necessary by the City as review progresses. 11. Platting Process. Applicant shall complete all requirements for Final Plat Approval as follows. The following list of final submittals must be submitted to the Zoning Administrator 2 weeks prior to the regularly scheduled Council meeting on the second and fourth Mondays of the month. These submittals are as follows: 1). Record plat drawings in the form of two (3) mylar copies (one copy for the City's records and one for filing with Hennepin County) and one (1) copy reduced to 1 " = 200'. Drawing to include: A. Dedication of "drainage and utility easements" 10' along exterior property lines and 5' along the interior property lines.. B. Naming of plat. 2). Legal documents required: A. Title opinion addressed to the City or a title insurance policy in favor of the City. All owners, mortgage holders or others with property interest indicated therein shall sign the plat and all other documents affected by such interest. B. The applicant must provide certified copies of all recorded easements currently affecting the property. D. Signed Developers Agreement and Letter of Credit for construction of improvements. The City Engineer shall establish the amount to be provided in the Letter of Credit. E. Signed Trail Easement over the southerly 10 feet of the property. 3). Final plat application fee to be paid 12. Development Agreement. Development Approval is contingent upon the successful execution of a Development Agreement between the applicant and the City. Such Agreement shall address all specific City requirements for the development. 13. Financial Guarantee. The Development Agreement shall include a financial guarantee by the applicant to ensure the completion of site improvements. The City Engineer shall complete an estimate of improvement costs, including but Page 13 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 6786 not limited to public and private streets, curb & gutter, sidewalks, storm sewers, landscaping, grading, erosion control, utilities, driveways and parking areas, trails, sidewalks, retaining walls and stormwater management facility construction, and the applicant shall provide to the City a financial guarantee of 150% of the improvement costs. 14. Fees required Development of the property is subject to the various fees established within Exhibit M of the PUD No. 4 Agreement, all of which were deferred until a development plan is approved for each of the commercial outlots (Outlots A & D). Below is a summary of the fees, collectible in full at the time of approval of the final plat. These fees will be recalculated at the time of Final Plat: Park Dedication Fee: $3,250/unit x # of units (example: 48 units x $3,250 = $156,000) Sewer Connection Charge: $6,330/acre x 3.5 acres = $22,155.00 Water Connection Charge: $10,480/acre x 3.5 acres = $36,680.00 Stormwater & Drainage Trunk Fee: Residential > 4 units/acre: $8,490/ac x 3.5 acres = $29,715.00 Note that per the Agreement, the Park Fee is not adjusted for inflation, while the connection charges and Stormwater & Drainage Trunk Fee are calculated based on the current (2017) Fee Schedule. B. This General Concept Plan and Preliminary Plat approval is based upon the known issues that may affect this project, but this approval does not limit the City from revising or amending these conditions as the review process continues. C. This General Concept Plan Approval resolution approves the development concept subject to the applicant meeting the requirements of this resolution and all other requirements of the City. This resolution does not permit construction of the project illustrated in Exhibit A. Such approval shall only be considered when the City Council approves the Master Plan and the Final Plan, after finding that all "Conditions for Development Plan Approval" as identified herein have been met. Adopted by the Orono City Council on this 28{h day of USS , 2017. Page 14 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. X786 ATTEST: Anna Carlson, City Clerk Dennis Walsh, Mayor Page 15 Prel0 iminary Plans for Removals, Site, Grading, Utilities & Landscape for Orono Senior Housing 2635 Kelley Parkway Orono, Minnesota Prepored for: Apex Holdings LLC MO Lyndak Avenue South Suite C Minneapolis, MN 5540.5 Contact Sanjeev MangaH& Bmail san' Prepared by. :m....�..d.r..e.ar Project number: 0011740.00 RECEIVED JUN 2 0 Z01 i CRY OF ORONO # 3948 948 6786 Resolution Exhibit A 17-3948 Preliminary Plans der R—Wass, she, Qat & u" im t uwbc pe b omen smiar 116u a�aea. as�m�d s.r ar/Ws sl.c rare -- 1 . a>r ASIEYPMCWAi 1. _ MY�--• <�___..v -z__7i - _�'Ci^ _Y�_=!4.! 'fib N[ fE :.� M M la « 1— ewes dh I LEG4L a ►�w Eee r Dewe .� _. a � over a sarnrx ..w• s.....�rr i , I (EP49M AWES r 4N ��vM Yaw w M1r •rrerww tell Yatr o-rulr-O1pMit. 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Parc roar IassxB ro Asa uorr nsnne ru. a •r arr kc. rxalMlc maB �, 111! IYrns Ma.. rb.s1 oseas W '.lSIZO .r> D7 -awe 1anwlrwscw All. PIlCPOIgD UCi1T FO[RNES /q� Fuir �� Orono Senior Housing rr. �� �. ]� O► LI I rf=a'"i; r'1 6786 ORONO SENIOR HOUSING COMMUNITY, SDESIGNG PACKAGE ORONO, MINNESOTA 0. .. I ,r::..t: �"•`, '�_.._ – - —.�_ -aE—Fes-:-�.. _—_ O i Senior HousingCommunity, Orono, Minnesota Rl a ASSOCIATES .�a W.�....r....._�.. Ar pp.....� RECEIVED a., JUN 2 0 2017. A 1.0 ^W [CTR 20,E-0- 3948 CITY OF ORONO `;U m z n a o m 13 m v ADJACENT SI TF. ZONED B6—PUD UUTLOT O: EMSDNO RETENTION POND Orono Senior Housing `' Community D CO �, :4. Orono, Minnesota �� 6786 SCHEMATIC DESIGN � PACKAGE -------------.— -- 06/ts/n H \ < >o4y�Z4 '!e.. ;• .. �``-• • ''I�..— I 21 39 I Ia 27 12e I 25 �i :s Z] ]] I Asa cn r�<ti. f I I I C ( � - 39 55'A.ES 4' t 7 �• \ I 1 G I O — E `2 ]3 3a ]5 � � M � I STOR,CE �--� 00 r ]ip Of *eUCr "�o;g. 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DOM . �.0 /®s w •ewes r M x.lwa. ue . nwr r•q r�.•r. r r r r rrw•r r.rr r+•ba+.rr .. .� Ki::,, - n.r ��uw .. �..wrwlrbr�wr �rs�.rma/arorrrrr. rr.rrrrre r.rr�rre.,r �.. •.b�r•r/W trlN�an,rb br•r•/bbrrr rla lb_4r D.. � 8 ELOCK 1 1 I � �s�oaw 1 I A 1 �r.,Y•.__ tw4 rr 1 Lor 1 r , - a I .s rr •..,awe w/r.�/rrbr rr rarre•r 4.aiiria� r�r ��"../rr �rw rr�.�. \/ 1-ar h� 1 ,� ✓ ,y ..r rrr �r� ��rr ay. a.rrrrrw►..arrww.r •r rr.r rrc rra.r w... 1 I � 1 � Wei. faqir 1 1 I 1 1 1 woe I I 1 armor aa.�r as r 2AF ________________________ 1 ar n••o.�.., /•. ora _____—___�----------------------- ,.rrr .. .� �va® s WAMs. 'rte+ r.r g nl.,nn,n Cvvi.�vr„njv .��:�i •• • /a� is v. i �% az rs�A1WY6w�,ampar awwl rl bway a•rrr..rra•r•rwn r.rr rr/WY �r+Wws•w rY.�+m �rz •b r.rr•r... a.�,y/rr err OI4R s Yr•4 aor 1:1 I /r +s..sY r.�►�rwr->_. r. r•r/rr rr. rrr. rrr_b r a ayr a•y rr ay s rwwraarasIr r rr••/bla�ala'�'rot _ � �bea.1 �Y/r�tlr �.+•N�4r • r ,w..•s b u za>r.� ~ • rer M ,•ea•M/ bur sl/ r,aa/ r •ls� ar r. rt a.b a.r/r b /�� r�.r .�r 'rr a�rarraesrar,�+rw rrrr_•ar u RECEIVED • p abr na.r a.yar.w n �" sr. w rl JUN 2 0 2017 Westwood OW Gr- QRGNG 30),A ne►.rrrs.a.kwo __j AGENDA ITEM Item No.: Date: August 27, 2018 Item Description: LAI 8-000066 — Franzel Addition, 800 North Arm, Final Plat — Resolution Presenter: Jeremy Barnhart Agenda Consent Agenda Community Development Director Section: 1. Purpose. To consider a final plat of Franzel Addition. 2. Background. Jim Franzel received preliminary plat approval of a three lot subdivision on June 26, 2017. The preliminary plat included a private road terminating in a cul de sac off of North Arm. The properties will be served by municipal sewer. The final plat as proposed is two lots and no road. Both lots will access off of North Arm Drive. The revised plat meets all requirements for lot size and frontage. The variance granted for lot width for one of the original lots will expire. The plat includes a renegotiated sewer access easement, reorienting the access to correspond to property lines and the location of the existing improvement. 3. Staff Recommendation. Staff recommends approval of the subdivision as presented. COUNCIL ACTION REQUESTED Motion to approve, by resolution, the final plat of the Franzel Addition. Exhibits Exhibit A. Final Plat Exhibit B. Draft Resolution Exhibit c. Revised Access easement References PC Exhibits Resolution 6774 Prepared By: J. Barnhart Reviewed By: -Sb)R Approved By -TV Drainage and utility easements shown thus: Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and being 10 feet in width, and adjoining right of way lines unless otherwise indicated on the plat. 0 40 80 160 SCALE IN FEET SOLID. 1/2" 1P a- �f .............. .- • ------•-_ — -.. � 1121. 09 \V/ HENN. CO. CIM AT SOUTHWEST CORNER OF GOVT LOT 3, SECTION 6-117-23; FOUN 66 F;T,m om 91 HIGHEST KNOWN LAKE ELEVATION OF LAKE MINNETONKA WAS 931.11 FT., NGVD-1929 ON 6-23-14, AND HAS AN ORDINARY HIGH WATER LEVEL OF 929.40, ACCORDING TO THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES •••'' OPEN N 19°41'17" W 13.61 WATER ELEVATION OF LAKE MINNETONKA WAS 929.23 FT., NGVD-1929 1/2" IP._ 9g*05, LIFT STATION EASEMENT ON MAY 15, 2016 24+- ' PER DOC. NO. 489990 .,••-•,: � .• -• •- BENCHMARK IS A BRASS DISC SURVEY MONUMENT IN GROUND 15 FT. WEST '•.,, 'LINES "A" AND "B., OF SWALE RIPRAP, 25 FT. NORTH OF CONCRETE CURB AT EXIT OF GRAYS LINE "B" BAY AREA ELEVATION =932 7FT NGVD-1929 • DENOTES FOUND IRON MARKER, AS NOTED , i1�:. , PER DOC. NO. 489990 a DENOTES 1/2 INCH BY 14 INCH SET IRON MONUMENT ' s -. \ i S 20°55'28" W 13.95 ",' ' DRAINAGE EASEMENT MARKED BY MINN. LIC. NO. 12755 ;�' ,. ,,�--�"�� \\ •.," ,-. \��ti` ¢ssl'I's4 � -,---N 80°40'35"w 52.04-; SHORELINE AS LOCATED FOR PURPOSES OF THIS SURVEY, THE SOUTH LINE \ ti \ \ q° �2y0os3. -' ss_72 ON 5-15-16 OF GOVT LOT 3, SEC. 6, T. 117 N., R. 23 W OF THE f \ o° \ F N 80°5ra0^ W 5TH P.M. HAS AN ASSUMED BEARING OF %- __------------- " _ _ __ °45'52 W 76 2 N 88°04'14" W \ ' \ \ `,0� / ryti N 88°16'15" W 101.61 S 80 47 3 1'v 431 27 �� > \ ca, \ �_� 96.42 5 a\ \ N 65°22'35" W 7,_ T N 88°04'17" W 300.00 12 N 7 ,f••Y \ o \ e 20.24 7 / 21 ,-- 7 \ / 0 /. % ••, \ \ / 0/ 'SURVEY LINEco- 0" / 1 � N'LY LINE OF LOT 9 Cl) \ _ \ � / / o C/ Co t \ "% SEWER EASEMENT \ / ------- ji'�I •- PER DOC. NO. 1489990'\ N' OF OT 9Od ER c9 cfl \ \ i3 gip 2 --------------------- y• 84; ' Q �� \----------------------------- ---------- ------------------------ S 87°54'13" E 520.42 — >o // \ � \ � � ��/ 2 Ln SW'LY CORNER — o----- \ \` / \ ry ��/ Ocie G \ OF LOT 9 G / '•• ` \ \��.�-•••••... 420°4 . • SOUTH LINE ; '••r '••. ' W \ \ ` \ \ a 210.00 300 0 -- — — — — — — — — — — — — — — — — — —— \ .• ... , v� o ---------- SOLID SOUTH LINE OF-,.• " 344.33 \ \ : 1/2" IP GOVT. LOT 3 %) 88°04'14" W 554.33 0 -_-_ _ -- _ _ , •--•• ------------- _ MC OUT N 01 °55'4 :::::::::.... _...... 6" E 7 00 ..., 0 8°04'1 N 8 4' W 110.2 7 ---------- 30+_ 11 '--- OPEN N 88°04'14" �....... • s --•� --• 140 00 / S ---•-• 1/2" IP I....:-' �. OPEN 01°5546" W 7.00 • HENN CO CIM AT REF MON WEST ••• '" --. OF MC NO. 51 ON SOUTH LINE OF ,--- A POINT 1813.00 FEET •'• -....... GOVT LOT 3; FOUND EAST OF THE SW CORNER OF GOVT LOT 3 Know all persons by these presents that North Arm Farm LLC, a Wisconsin limited liability company, fee owner of the following described property situated in the County of Hennepin, State of Minnesota, to wit: Par 1: All that part of Lot 9, Auditors Subdivision No. 362, Hennepin County, Minn., lying Easterly of a line drawn from a point on the Northerly line of said lot distant 300 feet from the Northwesterly corner thereof to a point on the South line of said lot distant 300 feet from the Southwesterly corner thereof, and the Northerly 12 feet of the remainder of said Lot 9, Par 2: That part of Lot 9, Auditors Subdivision No. 362, Hennepin County, Minn., lying Westerly of a line drawn from a point on the Northerly line of said lot distand 300 feet from the Northwesterly corner thereof to a point on the South line of said lot distant 300 feet from the Southwesterly corner thereof, except the northerly 12 feet thereof, Par 3: Outlot 1, PIRATES COVE Has caused the same to be surveyed and platted as FRANZEL ADDITION, and does hereby dedicate to the public for public use forever the drainage and utility easements as shown on the plat. In witness whereof said North Arm Farm LLC, a Wisconsin limited liability company, has caused these presents to be signed by its proper officer this day of , 20 NORTH ARM FARM LLC By its STATE OF COUNTY OF This instrument was acknowledged before me this day of , 20 , by its , of North Arm Farm LLC, a Wisconsin limited liability company, on behalf of the company. Notary Public, County, Notarys printed name My commission expires Mark S. Gronberg do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subd.3 as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Mark S. Gronberg Licensed Land Surveyor Minnesota License Number 12755 STATE OF COUNTY OF Mark S. Gronberg. This instrument was acknowledged before me this day of Notary Public, My commission expires County, Notarys printed name City Council, City of Orono, Minnesota This plat of FRANZEL ADDITION was approved and accepted by the City Council of the City of Orono, Minnesota, at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statues, Section 505.03, Subd. 2. City Council, City of Orono, Minnesota , Mayor , Clerk RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat. Dated this day of , 20 Mark V. Chapin, County Auditor By , Deputy SURVEY DIVISION, Hennepin County, Minnesota Pursuant to MINN. STAT. Sec. 383B.565, (1969), this plat has been approved this day of , 20 Chris F. Mavis, County Surveyor By REGISTRAR OF TITLES, Hennepin County, Minnesota I hereby certify that the within plat of FRANZEL ADDITION was filed in this office this o'clock M. day of , 20 , at Martin McCormick, Registrar Of Titles By , Deputy GRONBERG & ASSOCIATES, INC. ENGINEERS, LAND SURVEYORS, PLANNERS I CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. A RESOLUTION APPROVING THE PLAT OF FRANZEL ADDITION FILE NO. LA18-000066 WHEREAS, the City of Orono (hereinafter the "City") is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the City Council of the City of Orono (hereinafter "City Council") has adopted subdivision and land development regulations for the orderly, economic and safe development of land within the City; and WHEREAS, on October 19, 2016, Kevin Anderson ("Developer") on behalf of James Franzel, (the "Owner"), submitted an application for approval of a preliminary approval of 3 lot subdivision of the Property located at 800 North Arm in the City of Orono and legally described as: Lot 9, Auditors Subdivision No. 362 and Outlot 1, Pirates Cove, Hennepin County, Minnesota, (hereinafter the "Property"); WHEREAS, at its regular meeting on June 26, 2017, the Orono City Council granted approval for the Preliminary Plat per the findings and conditions of Resolution No. 6774; and WHEREAS, on June 25, 2018 the Owner made formal application for final plat approval for the Property; and WHEREAS, the Owner has made minor modifications to the preliminary plat, in preparation of the final plat, has reduced the number of lots from 3 to 2, and has removed the planned street extension. WHEREAS, the Owner has agreed to comply with all pertinent conditions of Resolution No. 6774 and has completed or has agreed to complete all other requirements of the platting regulations of the City. NOW, THEREFORE, BE IT RESOLVED that based on the findings of Resolution No. 6774, the City Council of the City of Orono does hereby approve the plat of FRANZEL ADDITION, Hennepin County, Minnesota (a copy of which is attached as Exhibit A) subject to the following conditions: CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 1. Dedication on the plat of the perimeter Drainage and Utility Easement as required in Resolution 6774. 2. The approvals granted in this Resolution shall become effective only when all conditions of approval requiring actions by the Developer have been satisfied. 3. Building height determination shall be determined by the existing grades on the property at the time the permit is applied for. No grading is approved. 4. The City and Owner have agreed to modify the existing easement by vacating the existing access easement and replacing the text and the legal description to correspond to the actual location of the improvement. 5. There are no modifications to the Average Lake Setback as prescribed in the Orono Zoning Ordinance. 6. Payment of Development Fees: a. Park Dedication Fee: $5,500. b. Stormwater and Drainage Trunk Fee: $5,250.00. 7. The City Clerk shall release the plat documents for filing only upon certification by the City Attorney, Community Development Director and City Engineer that all requirements of the platting regulations have been satisfied. 8. The aforesaid plat shall be filed by the City of Orono with Hennepin County on or before February 27, 2019 together with a certified original copy of this resolution and executed copies of the easements and covenants pertinent thereto. ADOPTED by the Orono City Council on this 27th day of August, 2018. ATTEST: CITY OF ORONO: Anna Carlson, City Clerk Dennis Walsh, Mayor 2 AMENDMENT TO ACCESS EASEMENT AGREEMENT THIS AMENDMENT TO ACESS EASEMENT AGREEMENT ("Amendment") is made as of , 2018, by and between RICHARD MARTIN FRAZEL a/k/a R.M. FRANZEL and DOROTHEA HOLM FRANZEL, husband and wife, hereinafter referred to as "Grantor" and the CITY OF ORONO, a municipal corporation organized under the laws of the State of Minnesota, the Grantee, hereinafter referred to as the "City", its successors and assigns. RECITALS: WHEREAS, a permanent easement for public access purposes was granted to the City by Grantor by the recording of an Access Easement Agreement dated June 15, 2010, and filed of record with the Hennepin County Registrar of Titles on August 10, 2010, as Document No. T4780829 ("Original Easement"); WHEREAS, Grantor is the owner of property legally described on the attached Exhibit A; WHEREAS, the parties wish to amend the Original Easement for the sole purpose of removing the City's responsibility for maintaining the Easement Area. NOW, THEREFORE, in consideration of the foregoing and other good and valuable consideration, the parties hereto agree as follows: A. Section 3 of the Original Easement is hereby repealed in its entirety. B. The Original Easement shall remain in full force and effect except as specifically amended herein. IN WITNESS WHEREOF, the parties hereto have signed this Amendment as of the day and year first above written. GRANTOR: RICHARD MARTIN FRANZEL a/k/a R.M. FRANZEL DOROTHEA HOLM FRANZEL STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this day of , 2018, by RICHARD MARTIN FRANZEL a/k/a R.M. FRANZEL and DOROTHEA HOLM FRANZEL, husband and wife. NOTARY PUBLIC 2 CITY OF ORONO: C STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) Dennis Walsh, Mayor Dustin Rief, City Administrator The foregoing instrument was acknowledged before me this day of , 2018, by Dennis Walsh and Dustin Rief, respectively the Mayor and City Administrator of the City of Orono, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. DRAFTED BY: CAMPBELL KN UTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651-452-5000 ABS NOTARY PUBLIC 3 1W:Mn:10r_I All that part of Lot 9, Auditor's Subdivision No. 362, Hennepin County, Minnesota, lying Easterly of a line drawn from a point on the Northerly line of said lot distant 300 feet from the Northwesterly corner thereof to a point on the South line of said lot distant 300 feet from the Southwesterly corner thereof, and the Northerly 12 feet of the remainder of said Lot 9, according to the plat thereof Torrens Property — Certificate of Title No. 186429 2 AGENDA ITEM Item No.: 10 Date: August 27, 2018 Item Description: Approval to Purchase Replacement Hose Due to Hose Failures Presenter: James Van Eyll, Agenda Fire Department Report Fire Department Chief Section: 1. Purpose: The Fire Chief has requested the approval of a larger than normal amount of fire hose due to an unexpectedly high failure rate. 2. Background: The agreement with Long Lake requires additional approvals for expenditures over $5,000.00. 3. Staff Recommendation. I recommend approval of the purchase 1000 feet of fire hose for Long Lake Fire COUNCIL ACTION REQUESTED Motion to accept proposal to purchase 1000 feet of fire hose for Long Lake Fire. Exhibits Exhibit A. Long Lake Fire Memo Prepared By: 5b)R Reviewed By: -�b)R Approved By: -T)2 Memo Serving the Communities of Orono, Long Lake and Medina With pride and professionalism To: Scott Johnson City Administrator of Medina and Dustin Rief City Administrator of Orono From: Fire Chief James Van Eyll CC: Scott Weske, City Administrator of Long Lake Date: 08/14/2018 Re: Purchase of replacement hose due to hose failures The Long Lake Fire Department is required to have our fire hose tested and we use a company called FireCatt to perform the test and we have used them since 2013. This past year we had a higher than usual failure rate of 12.76%. The average age of the hose that failed was 16.9 years. This high failure rate has left us short of the required amount of large diameter hose to put on our new engine. Our plan was to not order new hose for the engine since we would have enough existing hose to outfit it with. This is now not the case. We have two quotes for replacement hose. API from Clarey's is $550.00 per hundred -foot section and Key from Jefferson is $551.44 per hundred -foot section. We have purchased from Jefferson in the past due to faster delivery times. The reason for the memo is that while we try to anticipate some loss of hose in our operating budget, we didn't anticipate losing over 1,000 feet of LDH. This could at the end of the year put us over budget. We will do our best to tighten the purse strings moving forward. We wanted to let our cities know that we have a rather large unforeseen expense that could negatively impact our operating budget. As per section 14 of our contract, your city has 21 days to approve or disapprove in writing. Please let me know sooner if you can so that we may have the new rescue pumper up and running. If you have any other questions, please feel free to contact me to discuss. Thanks James Van Eyll Chief, Long Lake Fire Department AGENDA ITEM Item No.: 11 Date: August 27, 2018 Item Description: 2019 Long Lake Fire Department Operating Budget Presenter: James Van Eyll Agenda Fire Department Report Fire Department Chief Section: 1. Purpose. To approve the 2019 Long Lake Fire Operating budget. 2. Background. The terms of the 2002 Agreement and Contract for Fire Protection between the Cities of Long Lake, Medina, and Orono, requires the City of Long Lake to provide the next year's Annual Fire Services Operating Budget to the contract cities by August 15th. Long Lake has provided the operating budget to the contract cities for their approval. 3. Cost. Contract costs are allocated to each contract city based on the following allocation formula: 30% of each city's call hours + 70% of property value. This amount is then multiplied by the operating budget amount. Based on the current budget and allocation formula, Orono's cost for fire services will be $402,099. This is an increase of $12,734 (3.27%) over the 2018 budget. 4. Funding. The cost of the fire services provided by the Long Lake Fire Department will be paid out of the Fire Department budget in the 2019 General Fund budget. 5. Staff Recommendation. Staff recommends approval of the 2019 Long Lake Fire Department budget as presented. COUNCIL ACTION REQUESTED Motion to approve the 2019 Long Lake Fire Operating Budget Exhibits Exhibit A. Fire Contract Cost Allocation Formula Exhibit B. 2018 Year End Estimated & Draft 2019 Exhibit C. 2019 Long Lake Fire Operating Budget Prepared By: Jijv` Reviewed By: 5b Approved By: 5b)2i City of Long Lake Fire Contract Cost Allocation Formula Fire Service Area Statistics 2019 Proposed Budget Process Allocation Factor• Lake Pct T• Mut ' • Fire Department Call Hours: 2015 6,119 (excluding Mutual Aid) (2017 mutual aid hours = 469) Three Year Total 2016 5,283 2017 5,335 192 16,737 Annual Average 82.91% 5,579 2019 Call Pct Factor 197 100.00% 13,724 82.00% 2,390 Weighting Factor 623 30.00% Pay 2017 Fire Service Area R.E. Est. Market Values ( in Millions $J: $ 3,348.57 Weighting Factor 208 70.00% Combined 2019 82.00% 100.00% Budget Alloc Pcts (comparison to 2018 Pcts) 3.72% Total Prelim 2019 LL FD Net Operating Budget - 3.33% ( Excluding CIP Items) SCBA Replacement Prelim 2019 LLFD with CIP Inc $ 471,340 $ 250,000 $ 721,340 Comparison to 2018 Net Operating: $ 456,162 2019 Budget $ Change $ 15,178 Pct Change '18 to '19 3.33% jdv 08/15/2018 Orono • • Total Hrs Pct Hrs Lake Pct Medina Hrs Pct assume 315 more hours for remaining of Orono 4,901 80.09% 984 16.08% 234 3.82% 4,400 83.29% 691 13.08% 192 3.63% 4,423 82.91% 715 13.40% 197 3.69% 13,724 82.00% 2,390 14.28% 623 3.72% 4,575 797 208 82.00% 14.28% 3.72% 24.60% 4.28% 1.12% $ 2,904.19 86.73% $ 262.70 7.85% $ 181.68 5.43% 60.71% 5.49% 3.80% 85.31% 9.78% 4.91% 85.36% 9.60% 5.04% $ 402,099 $ 213,276 $ 46,076 $ 24,439 $ 23,165 $ 12,287 $ 615,374 $ 70,515 $ 35,451 $ 389,365 $ 43,804 $ 22,994 $ 12,734 $ 2,272 $ 171 3.27% 5.19% 0.74% City of Long Lake LL Fire Department Budget Analysis 2018 Year End Estimated and Draft 2019 Description.. 42280 $ 220,099 $ 193,548 $ Budget 204,400 $ 125,997 $ 196,898 - 7,502 Operational Costs: Administration Stn #1 Operations (Willow) 42281 132,720 127,333 121,575 74,461 116,189 5,386 Stn #1 Bldg Costs (Willow) 42282 44,224 40,401 34,000 17,719 35,454 (1,454) Subtotal Stn #1 Costs 8.06% 176,944 167,735 155,575 92,179 151,644 3,931 Stn #2 Operations (Navarre) 42285 67,221 81,888 78,775 46,553 73,569 5,206 Stn #2 Bldg Costs (Navarre) 42286 20,695 23,319 24,950 11,700 24,927 23 Subtotal Stn #2 Costs 87,916 105,207 103,725 58,253 98,495 5,230 Minnetonka Beach $ - $ - $ 15,178 1 Subtotal Gross Ops Cost 1 484,959 466,490 463,700 276,429 1 447,037 16,663 Less: Non -Contract Rev - Minnetonka Beach Contract Revenue - LMCD Grant - Other Rev/ MBFTE Grant (11,195) (9,481) (3,400) (4,853) (4,853) 1,453 - DNR Grant (2,391) - North Memorial Rent (4,017) (4,140) (4,138) (2,131) (4,138) - Ins Claims Reimb (2,186) - Other Rev (HFD, LFD, & MPFD Lexipole) (2,734) (2,734) (2,000) 2,000 - Other Rev (23,500) (600) (9,200) (9,647) 9,647 - FEMA Reimb - Other Rev/AFG Grant/CenterPoint (6,432) (2,500) -Subtotal Op Rev (50,269) (21,641) (7,538) (16,184) (20,638) 13,100 Net Operations Costs 1 434,690 1 444,849 1 456,162 260,245 426,399 1 29,763 CitV Contract Revenues: Long Lake (2018 9.60%, 2019 9.78%%) 45,084 49,316 43,804 21,902 43,804 3,310 Medina (2018 5.04%, 2019 4.91%) 25,263 26,015 22,994 11,497 22,994 1,744 Orono (2018 85.36%, 2019 85.31%) 364,621 368,360 389,365 194,683 389,365 24,709 Proposed 2019 $ 212,480 Amount 8,080 Pct 3.95% 123,150 1,575 1.30% 36,250 2,250 6.62% 159,400 3,825 2.46% 78,000 (775) -0.98% 29,850 4,900 19.64% 107,850 4,125 3.98% $ 21,335 19,447 415,024 501,065 1 37,365 8.06% 4,039 Minnetonka Beach Contract Contrib (21,335) - #DIV/0! (4,000) (600) 17.65% 89,768 - #DIV/0! (4,390) (252) 6.09% - #DIV/0! - #DIV/0! (29,725) (852) 294.34% 471,340 15,178 1 3.33% 46,076 2,272 5.19% 23,165 171 0.74% 402,099 12,734 3.27% Total Contract Revenue 434,968 1 443,691 1 456,163 1 228,082 1 456,163 1 1 471,340 1 15,177 Non - Overational Costs (Dent 42283): State Fire Aid 102,476 102,476 105,233 104,000 104,000 Replace SCBA Equipment 5810 - - Replace Engine 12 L Lake Capital Contrib 475,000 Replace Portable Radios 5800 - 94,500 89,768 89,768 4,732 Retrofit Stn 1 5800 23,199 Retrofit Stn 2 1 58001 1 24,908 - Total Non -Op Costs 1 1 125,675 1 605,141 198,500 1 89,768 1 89,768 108,732 State Relief Aid 102,476 105,233 104,000 - - 104,000 L Lake Capital Contrib 2,403 55,590 9,072 8,618 8,618 454 Medina Capital Contrib 1,348 29,295 4,763 4,524 4,524 238 Orono Capital Contrib 19,447 415,024 80,665 76,626 76,626 4,039 Minnetonka Beach Contract Contrib Total Non -Op Revenue 1 125,675 605,141 198,500 89,768 89,768 108,732 110,000 6,000 5.77% 250,000 250,000 #DIV/0! #DIV/0! (94,500) -100.00% #DIV/0! #DIV/0! 360,000 161,500 1148.53% 110,000 6,000 5.77% 21,647 12,575 138.61% 10,868 6,105 128.18% 188,821 108,156 134.08% 28,665 28,665 #DIV/0! 360,000 161,500 148.53% 2019 Draft 1 Operating Budget City of Long Lake LL Fire Department YTD Operating Expenses 2019 Operating Budget Draft 2 Account Number Account Description :0 Admin 42281 42282 Stn #1 Ops Stn 42285 42286 #1 Bldg Stn #2 Ops Stn Minnetonka #2 Bldg Beach Draft 2019 Budget 1000 FT Admin Sal $93,730 Auditing/Accounting Services for RA $5,000 $910 $94,640 2080 Shared Training Person $650 $5,000 3050 Physicals Other Medical $0 1060/1065 Fire Call Pay Motor Fuels $34,000 $19,000 $5,000 $58,000 1075 Training Pay Shop Supplies $20,000 $15,000 $2,000 $37,000 1080 Fire Officer Pay $16,100 Computer Network Support $250 $1,000 $17,100 1210 PERA $15,000 $800 3110 $500 $15,500 1220 FICA $2,750 $4,150 $2,750 $825 $10,475 1310 Employer Paid Health $13,000 $1,000 $1,000 $13,000 1510 Work Comp Ins $20,000 $800 $600 $20,000 $1,500 Subtotal Sal & Benefits $160,580 $58,150 $0 $36,750 $0 $10,235 $265,715 2010 Office Supplies $900 $3,300 $2,000 $2,200 $900 2030 Printed Forms $500 Auditing/Accounting Services for RA $5,000 0% $500 2080 Training/ Instruct Materials $650 $5,000 3050 Physicals Other Medical $650 2120 Motor Fuels $4,000 $5,500 $2,500 $700 $8,700 2150 Shop Supplies #DIV/0! $200 $200 0% $400 2160 Chemicals / Foam Computer Network Support $250 $250 30% $500 2175 Fire Prevention Materials $800 3110 1 $100 $900 2180 Uniforms $500 $2,000 3150 $500 2190 Medical Supplies $1,000 $1,000 $200 $2,200 2210 Equipment Parts $800 $600 $100 $1,500 2215 SCBA Equipment Parts 3230 $600 $400 $100 $1,100 2230 Bldg & Grounds Maint Supp $4,500 $1,000 $1,000 $2,000 2400 Small Tools 1 $2,500 1 $2,500 1 1 $1,000 $6,000 2410 Protective Gear/ Uniforms $2,500 $2,500 $11000 $6,000 2415 Turn Out Gear Pagers / Radios (Ancom) $8,000 $6,000 $1,400 1 $15,400 Subtotal Supplies $3,350 $21,350 $1,000 $15,950 $1,000 $4,600 1 $47,250 3000 Prof Services(Lexipol SOP Hose&Ladder Testing) $1,500 $3,300 $2,000 $2,200 Subtotal Capital $4,000 $0 $0 $7,000 3010 Auditing/Accounting Services for RA $5,000 0% 75% 17% 9% 17% $5,000 3050 Physicals Other Medical 38% $4,000 #DIV/0! $4,000 0% #DIV/0! $8,000 3090 Computer Software Support $200 #DIV/0! 13% 0% 0% 0% $200 3090 Computer Network Support 38% 16% 30% -16% 11% 0% $0 3110 W.A.F.T.A. Dues $2,000 0% $2,000 3150 LL Administration Fee $18,000 1 1 $18,000 3210 Telephone (Land Lines) $0 3230 Cell Phones (Nextel/Sprint) $4,500 $4,500 3235 800 mHz Radio Admin Fee $10,000 $1,000 $11,000 3275 Internet (MediaCom) $6,500 $4,600 $11,100 3280 Pagers / Radios (Ancom) $1,250 $1,250 $500 $3,000 3310 Travel / Mileage Reimb $0 3350 Education / Conferences $3,000 $10,000 $9,000 1 $1,000 $23,000 3610 General Liability Insurance $9,000 1 $9,000 3700 Insurance Broker Fee $1,000 $1,000 3810 Electricity Exp (Excel) $8,000 $7,000 $15,000 3820 City Water/Sewer/Storm $1,000 $1,500 $2,500 3830 Natural Gas (CenterPoint) 1 $3,500 $2,500 1 $6,000 3840 Custodial & Waste Removal $5,250 $3,250 $8,500 3845 Lawn & Turf Maintenance $2,000 $2,000 $4,000 4010 Bldg Maint & Repair $9,000 $8,000 $2,000 $19,000 4030 Light Truck Maint/Repair $2,600 $2,600 $500 $5,700 4035 Heavy TruckMaint/Repair $6,000 $4,250 $1,000 $11,250 4040 Other Equip/Boat Maint 1 $2,000 $2,000 1 $500 $4,500 4045 Insurance Claim Expenses $250 $250 4125 Copier Operating Lease $0 4135 Copier Maintenance $500 $500 4300 Miscellaneous $2,000 $2,000 4330 Dues & Subscriptions $1,600 $1,600 4600 Recognition Expenditures $500 $500 Subtotal Purchased Svcs $44,550 $43,650 $35,250 $25,300 $28,850 $6,500 $184,100 5710 Computer/Printer Replac $2,000 $2,000 5800 Other Equip $2,000 $2,000 Subtotal Capital $4,000 $0 $0 $0 $0 $0 $4,000 Total LLFD Op Budget $ 212,480 $ 123,150 $ 36,250 $ 78,000 $ 29,850 $21,335 $ 501,065 4% $ 91,000 $ - $ 60,000 $ 35,000 $ 16,100 $ 14,500 $ 10,000 $ 11,000 $ 20,000 $ 3,640 $ - $ (2,000) $ 2,000 $ 1,000 $ 1,000 $ 475 $ 2,000 $ - #DIV/0! -3% 5% 6% 6% 5% 15% 0% 3% 5 257,600 8,115 22% $ 700 $ 200 $ 350 $ 150 $ 900 $ (250) $ 9,000 $ (300) $ 300 $ 100 $ 500 $ - 5 800 $ 100 $ 500 $ - $ 1,500 $ 700 $ 1,400 $ 100 $ 1,000 $ 100 $ 2,000 $ - 5 1,500 $ 4,500 $ 5,000 $ 1,000 $ 14,000 $ 1,400 $ 39,450 7,900 $ 7,000 $ - $ 2,000 $ 3,000 $ 5,000 $ 3,000 $ 200 $ $ - $ $ 2,000 $ $ 18,000 $ $ - $ $ 4,000 $ 500 5 10,000 $ 1,000 $ 7,200 $ 3,900 $ 3,000 $ $ - $ - $ 20,000 $ 3,000 $ 9,000 $ - $ 1,000 $ $ 15,000 $ - 5 1,750 $ 750 $ 6,000 $ - $ 8,500 $ - $ 2,500 $ 1,500 $ 16,000 $ 3,000 $ 4,000 $ 1,700 $ 13,000 $ (1,750) $ 4,000 $ 500 $ 250 $ $ - $ $ 500 $ $ 750 $ 1,250 $ 1,500 $ 100 $ 500 $ - 30% -38% -3% 25% 0% 11% 0% 32% 7% 9% 0% 75% 17% 9% 17% 0% 60% 38% 0% #DIV/0! 0% 0% #DIV/0! 11% 9% 35% 0% #DIV/0! 13% 0% 0% 0% 30% 0% 0% 38% 16% 30% -16% 11% 0% #DIV/0! 0% 63% 6% 0% 12% $ 162,650 21,450 0% $ 2,000 $ 0% $ 2,000 $ - 0% $ 4,000 7% $ 463,700 $ 37,465 AGENDA ITEM Item No.: 12 Date: August 27, 2018 Item Description: 2019 Long Lake Fire Department Capital Improvement Plan Presenter: James Van Eyll Agenda Fire Department Report Fire Department Chief Section: 1. Purpose. To approve the 2019 Long Lake Fire Capital Improvement Plan. 2. Background. The terms of the 2002 Agreement and Contract for Fire Protection between the Cities of Long Lake, Medina, and Orono, requires the City of Long Lake to provide an updated 15 year CIP for the next year by August 15t''. Long Lake has provided the CIP to the contract cities for their approval. 3. Cost. CIP costs are allocated to each contract city based on the same formula as the operating budget. Orono's cost for the 2019 CIP items is estimated to be $213,276. 4. Funding. The cost of the fire services provided by the Long Lake Fire Department will be paid out of the Improvement & Equipment Outlay Fund. The current amount designated for Long Lake Fire Equipment in this Fund is $378,388. 5. Staff Recommendation. Staff recommends approval of the 2019 Long Lake Fire Department Capital Improvement Plan as presented. COUNCIL ACTION REQUESTED Motion to approve the 2019 Long Lake Fire Capital Improvement Plan. Exhibits Exhibit A. 2019 Long Lake Fire Capital Improvement Plan Prepared By: Jijv` Reviewed By: 5b Approved By: -b 2019 -2033 CIP for Vehicles. Eauip and Buildin E12 with new rescue pumper ($475,00 U11 with new utility vehicle U13 with new utilitv vehicle Notes 5K for selling E12 2K for selling old U11 2K for selling old U13 2K for selling old CMD2 Portable Radio Replacement 1 $89,7681 1 1 1 1 1 0 Replace 21 portable radios Subtotal Fire Equipment $250,0001 $85,0001 $45,0001 $55,000 $0 $435,000 Resale Revenue $0 $2,000 $2,000 $2,000 $0 $6,000 Funding Level from the cities $103,000 $103,000 $103,000 $103,000 $103,000 $515,000 CIP Funding Level $168,698 $21,698 $41,698 $101,698 $151,698 $254,698 Replace E11 with new new rescue pumper $550,000 $550,000 Replace E21 with new rescue pumper $575,000 $575,000 Replace CMD2 $60,000 $60,000 $0 Re -roof Station 1 $250.000 $250.000 Notes 5K for selling old E11 5K for selling old E21 2K for selling old CMD2 Radio Replacement I I I 1 1 $160,0001 $160,000 Replace all portable and mobile radio qui Subtotal Fire Epment $250,000 $0 $550,0001 $60,0001 $735,0001 $1,595,000 Resale Revenue $5,000 $0 $5,000 $2,000 $2,000 $14,000 Funding Level from the cities $103,000 $103,000 $103,000 $103,000 $103,000 $515,000 CIP Funding Level $530,698 $388,698 $491,698 $49,698 $94,698 -$535,302 AGENDA ITEM Item No.: 13 Date: August 27, 2018 Item Description: Consider Narrows Dumpster Enclosure Presenter: Jeremy Barnhart, AICP Agenda Planning Department Community Development Director Section: Report 1. Purpose. The purpose of this item is to consider placing a dumpster enclosure in the Navarre parking lot, on city property. 2. Background. On December 9, 2013, the City Council approved resolution 6353, approving an amendment to the existing Conditional Use Permit for the Narrows saloon, and a second conditional use permit for a class II restaurant (now known as the Lake Room), and corresponding site plan for outdoor improvements, including for two outdoor patios, and a dumpster enclosure. The site plan was amended in October 2014 to adjust the entry way to the two businesses. The site plan indicates the location of a dumpster enclosure approximately 15 feet to the north of the patio for the Lake Room. This site plan is provided as Exhibit C. The property owner has expressed a concern with the dumpster enclosure located in such close proximity to the outdoor patio and has proposed a location on City property on the far northern portion of the parking lot, adjacent to Lyric Avenue. This location separates the patio from the dumpster enclosure and is shown on Exhibit A. The application, at their cost, will build a three bay dumpster enclosure, two bays for the Narrows/ Lake Room; the third bay is proposed as compensation for using public property. The applicant has provided sketches of the proposed enclosure, attached as Exhibit B. Relocating the enclosure would likely cause the loss of 3 spaces to accommodate access in that location, but three spaces currently striped as no parking (to accommodate access to the existing dumpster) could be added, closer to the Narrows and Lake Room businesses. The third bay could be used to coordinate trash collection for the businesses surrounding the parking lot, which may be beneficial if and when plans to readjust the parking lot move forward. 3. Staff Recommendation. Staff recommends the Council consider this option, and provide feedback as to its desirability. COUNCIL ACTION REQUESTED Provide feedback on the use of city property for a three bay dumpster enclosure, including one bay to be retained for city use. Exhibits Exhibit A. Location Map Exhibit B. Dumpster sketches Exhibit C. Original site plan Prepared By: J. Barnhart Reviewed By: -Sb)R Approved By -TV Opt Proposed location IN. OtiWONT-1.11 bill A .2 original approved location P 4 ,"3:'_" q �..• ',� �. ! - ,1 fir` 7 MAW- dw, >. �a - ..�..f...m...-� ;....,,,,,,_,,,4 _,� `� ,°,-x'7"3'. ti .....'. Y.""._.. _ � w�-: ":�...,,..K,�' �,_ • w T� .µ , 3 ""t � � � // � "� �F � ♦ }} � � � I r3r��i ��..- tea, ��- y 7 _ r ,',a- r ♦ r `moi '♦' a... i �{x Y f Y c i , _ f i _ .. ,L H e , , y:. e 6j I t x - 1 _ z. Y % 1 r a � F ,.a . 1 a7 • � ,µ s -��; � �." •.a-.w^�*- :_rat-, ^. _ r PA u Jk �Y ' � � ��'°R..�4��yG,�r."e.w^ , G'-�+��+'R'��;!1W`I��""tiw'�-,�„---•.q..T - ., .�+�y�_ WA -`eat � � :� �z 1 � � t „�,'� i�''� � �'# � 5 4 �""'� ' qy`r _�e•"$' alb a �� +w .ar�.,o• `--.... ,ro, . 4-1.77 r . _ p • y ami, Z :s.��yl, � �- ''" kY� .� � .,��;.� '� � �. e,� ' �. '` id b; _ ?eg wsir r- ' F T n • gym �� , -+'iL v. •R: ' - . �R :.. k-, : _ `..a•�l�l}i.. '�D! p -A - _ a'�i.xsX ,xv►.,,-•c _'.. '� _... i:ar• �.x „-'�` `-" ° at:a � t •` � � � � - � '"x � 'qiS{'4"� �EiSFN ^ .•::�*., Qg...; ,�. � iIR aw^••^ � i q � , _ c -C �u r c'• _ a ---- ":� �. �.:_. , ,�.. i � •+� rt'm ,� a ."�ia� 'es - i - x ^'! nPANO Council Exhibit B CERTIFICATE OF SURVEY FOR fav NARROWS, L.L.C. P,4 -1W IN LOT 5, BLOCK 3, TOWNSITE OF LANGDON PARK HENNEPIN COUNTY, MINNESOTA -PK" NAL SET ��N RACKTOP ........... bETAL In SHED� ELECTRIC DISTREWTION EASEMENT... DOC. NO. 6792651 9 U na A PROPOSED L Com_ 14)00 —00,61EIRGROUND 0 P-1, . C) UTILITY EASEMENT 17.5 Lr) rmPPER DOC. NO 3449563% A ................................;—.—1 12.00 ....................... F 6 PROPOSED PATIO 20.5 EXISTING S PROPOSED PATI PIIOPOO 28 ".2 35" BUILDING EXISTING rvJ-d-- EXISTING X�' BOLDING Cn ;U m mCnm>< m :1 m 0 Co q r- RECEI' N) C --I 0 —4 ca NOV 15 -n 0 CITY OF C N z Z 0 CA BUILDING X 1 #3382 V) Z:) 0 V) 1&4 3.2 3.2 7.7 ♦14-5 'r0 2710 Ito 117 C CROSS CUT IN 0 ATE wux --71-51�%_r� Z ELMAM-M- -call CONCRETE SIDEWALK 0 . 5 HG WAY EASEMENT PER DOC. NO. 5711W SW COR LOT 5, BLOCK 3. CLft a WTT .T TOWNSITE OF LANGDON PARS : N 89*11' 30 " W 112.01 6 Cow rvJ-d-- EXISTING X�' BOLDING Cn ;U m mCnm>< m :1 m 0 Co q r- RECEI' N) C --I 0 —4 ca NOV 15 -n 0 CITY OF C N z Z 0 CA [space above reserved for recording information] UTILITY AND DRIVEWAY ACCESS AND MAINTENANCE AGREEMENT This Utility and Driveway Access and Maintenance Agreement (this "Agreement") is made this day of '2018, ("Effective Date") by and among Green Mavericks, LLC, a Minnesota limited liability company ("Developer") and the City of Long Lake, a Minnesota municipal corporation ("Long Lake"), and the City of Orono, a Minnesota municipal corporation ("Orono"), collectively (the "parties"). RECITALS: A. Developer is the fee owner of that certain real property located in the City of Long Lake, Minnesota, legally described on Exhibit A attached to this Agreement ("Subject Property"); and B. The Subject Property shall be subdivided into four lots, conditioned upon the terms of Long Lake's final plat approval and a separate development agreement between Long Lake and Developer; and C. The Subject Property contains dedicated right of way which is controlled by Orono, identified on the final plat attached to this Agreement as Exhibit B ("Orono Right of Way"); and D. Developer plans to construct a private driveway across the Subject Property and across the Orono Right of Way as delineated in Exhibit C and depicted in Exhibit D ("Driveway") and sanitary sewer, water, and drainage facilities and infrastructure ("Developer's Utilities") on the Subject Property and in the Orono Right of Way, in accordance with site plans approved by Long Lake; and E. Developer, Long Lake and Orono want to enter into this Agreement for the purposes of providing Developer access to the Orono Right of Way and describing the Developer's continuing maintenance obligations regarding the Driveway, Developer's Utilities, and the establishment and maintenance of internal sprinkler systems within all homes built on any lots within the Subject Property. Now, THEREFORE, in consideration of the Recitals, which are hereby made a part hereof, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. Driveway Use and Access. The Driveway shall be available for non-exclusive ingress and egress by all residents of the subdivided Subject Property and their guests. Additionally, the portion of the Driveway located in the Orono Right of Way shall be available for non-exclusive ingress and egress by the holders of access easements on the Subject Property and their guests. Orono hereby grants a non-exclusive permanent easement to Developer, its contractors, subcontractors, agents, and successors and assigns on to the Orono Right of Way for the purposes of ingress, egress, and access to the Driveway, which includes ingress and egress for construction related activities and the maintenance obligations described in Section 2 of this Agreement. 2. Maintenance of Driveway. Developer agrees to maintain and repair the Driveway, and otherwise plow and clear the Driveway as required for the intended use of the Driveway as set forth herein. This maintenance obligation includes, but is not limited to, snow removal, ice treatment, obstruction removal, pavement and shoulder repair and patching, and maintenance of lighting, markings and signage, as needed. Developer also agrees to cut, trim, or remove from the Driveway trees, shrubs, or other vegetation or improvements as in Developer's reasonable judgment are unreasonably interfering with the use of the Driveway. Developer shall be liable for any and all costs and expenses associated with maintaining and repairing the Driveway. Developer shall establish a home owners association or other collective agreement between the lot owners which comprise the Subject Property which includes the owners, heirs and assigns of each of the four subdivided lots within the Subject Property (the "HOA/Collective Agreement"). That HOA/Collective Agreement shall be responsible for collecting costs from the included home owners and administering the maintenance obligations contained herein. However, should developer fail to establish the HOA/Collective Agreement or should the HOA/Collective Agreement be dissolved at any time, the four individual lot owners within the Subject Property shall each be separately liable for one-quarter of the cost of maintenance of the Driveway (so that the collective lot owners' cumulative liability for maintenance costs of the Driveway is 100%), in perpetuity. 3. Maintenance of Developer's Utilities. Developer acknowledges, and the parties agree, that all sanitary sewer, water, and drainage facilities and infrastructure within the site plan approved by Long Lake, exclusive of the City water main, are considered private facilities and infrastructure. Developer agrees that Developer shall be responsible for these private facilities and infrastructure up to and including connection of the same to the Long Lake city main. Developer shall maintain all stormwater management infrastructure on the site in compliance with the maintenance agreement between Developer and the Minnehaha Creek Watershed District. The HOA/Collective Agreement shall be responsible for collecting costs from the included home owners and administering the maintenance obligations contained herein. However, should no HOA/Collective Agreement be established or should the HOA/Collective Agreement be dissolved at any time, the four individual lot owners within the Subject Property shall each be separately liable for one-quarter of the cost of maintenance of Developer's Utilities -2- (so that the collective lot owners' cumulative liability for maintenance costs of Developer's Utilities is 100%), in perpetuity. 4. Provision of Space for Mailboxes and Refuse Collection. Developer shall provide space for the installation of mailboxes along the Driveway within the Orono Right of Way, and not along Old Long Lake Road, for each of the lots which comprise the Subject Property as well as space for a mailbox for each of the properties which are accessed via the Orono Right of Way abutting the Subject Property. Developer shall also provide the necessary space to allow for refuse collection for each of these properties to occur along the Driveway within the Orono Right of Way, and not along Old Long Lake Road. 5. City Access. Should Developer fail to maintain the Driveway or Developer's Utilities as contemplated in this Agreement, Long Lake or Orono shall provide Developer with notice of this failure and a reasonable opportunity to cure. Should Developer fail to cure the maintenance violation within the reasonable period of time provided by the applicable city, and in addition to any other legal or equitable remedies maintained by the applicable city/cities, Developer hereby consents to allow Long Lake and/or Orono to enter the Subject Property and grants access to the Driveway and Developer's Utilities located within the Subject Property or in the Orono Right of Way to abate such violations. Developer further agrees that the Long Lake may then assess any and all costs of that abatement to the individual subdivided lots within the Subject Property, and Developer on behalf of itself and the subsequent owners of said lots hereby waives any right of appeal to such an assessment pursuant to Minn. Stat. § 429.081. 6. Internal Sprinkler Systems Required. Due to access restrictions on the Subject Property, it is a requirement of the Long Lake Fire Department that all homes constructed on the Subject Property after final plat approval be equipped with internal fire sprinkler systems. Each such system must be approved by the Long Lake Fire Chief. It shall be the responsibility of Developer and the subsequent owners of the individual subdivided lots to maintain, to Fire Code standards, the internal fire sprinkler systems on their respective properties. 7. Indemnification. Developer, and its successors and assigns, agrees to indemnify, hold harmless and defend Long Lake and Orono, from any loss, claims, damages, actions, lawsuits, costs or expenses, including reasonable attorneys' fees arising from or directly related to Developer's failure to fulfill its maintenance obligations under this Agreement, unless such damages are the result of a city's negligence or willful misconduct, in which case the city responsible for the negligence or willful misconduct shall indemnify the other parties to this Agreement. 8. Notices. Any notice required or permitted hereunder shall be given by personal delivery upon an authorized representative of a party hereto; or if mailed in a sealed wrapper by United States registered or certified mail, return receipt requested, postage prepaid; or if transmitted by facsimile copy followed by mailed notice; or if deposited cost paid with a nationally recognized, reputable overnight courier, properly addressed as follows: If to Developer: Green Mavericks, LLC Attn: James Koch, President -3- 641 East Lake Street Suite 223 Wayzata, MN 55391 Telephone: (61.2) 701-4583 Facsimile: (952) 697-1933 Email: jimkochemail@gmail.com With a Copy to: Todd R. Haugan, Esq. Haugan Law Office, Ltd. 641 East Lake Street, Suite #223 Wayzata, MN 55391 Telephone: (612) 476-7849 Facsimile: (952) 697-1933 Email: todd@hauganlaw.com If to Long Lake: City of Long Lake 450 Virginia Avenue Long Lake, Minnesota 55356 Attention: Scott Weske With a Copy to: Carson, Clelland & Schreder 6300 Shingle Creek Parkway, Suite #305 Minneapolis, Minnesota 55430 Attention: John J. Thames, Esq. If to Orono: City of Orono 2750 Kelley Parkway Orono, Minnesota 55323 Attention: Dustin Rief With a Copy to: Campbell Knutson, PA 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Attention: Soren M. Mattick, Esq. Notices shall be deemed effective on the earlier of the date of receipt or the date of deposit, as aforesaid; provided, however, that if notice is given by deposit, the time for response to any notice by the other party shall commence to run one business day after any such deposit. Any party may change its address for the service of notice by giving notice of such change ten (10) days prior to the effective date of such change. 9. Amendment, Modification or Waiver. No amendment, modification or waiver of any condition, provision or term of this Agreement shall be valid or of any effect unless said amendment is made in writing, signed by the parties to be bound or their duly authorized representative(s) and specifying with particularity the extent and nature of such amendment, In modification or waiver. Any waiver by any parry of any default of another party hereunder shall not affect or impair any right arising from any subsequent default. 10. Headings. The headings of sections of this Agreement are for convenience of reference only and do not form a part hereof and in no way interpret or construe such paragraphs. 11. Authority. The undersigned each represent that they are authorized to act for and bind their respective parties. 12. Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original, but which together shall constitute one and the same instrument. 13. Integration. This Agreement is the entire agreement between the parties with respect to its subject matter and supersedes all prior agreements and understandings between the parties hereto with respect to such subject matter. 14. Severability. If any provision of this Agreement is held to be unenforceable or void, such provision shall be deemed to be severable and shall in no way affect the validity of the remaining terms of this Agreement. 15. Governing Law. This Agreement will be governed and construed in accordance with the laws of Minnesota, without giving effect to choice of law provisions under Minnesota law. 16. Agreement Effect. This Agreement shall run with the land (Subject Property, and the four lots which comprise the same) and be binding upon and extend to the individual representatives, heirs, successors and assigns of the parties hereto. 17. Recording. This Agreement shall be recorded with Hennepin County and the parties hereto each agree to cooperate with the recording process, including but not limited to re- execution of this Agreement with any necessary amendments to the Agreement to facilitate recording of the same. [Signature Pages to follow.] -5- IN WITNESS WHEREOF, the undersigned have executed this Agreement as of the date first above written. Date V -Z2- Lol STATE OF H (?nese -k- ) GREEN MAVERICKS, LLC, Its: President 55. COUNTY OF Pr nti w i n ) 1 The foregoing instrument was acknowledged before me this day of AVC t'Q- 2018, by James Koch the President of Green Mavericks, LLC, a Minnesota limited liability company, on behalf of the limited liability company. RNo Public �rn.,py REBECCA L. GAFFER NOTARY PUBLIC -MINNESOTA �•� My Comm. Exp. Jan. 31, 2019 Date Date STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) CITY OF LONG LAKE By: Its Mayor By: Its Clerk The foregoing instrument was acknowledge before me this day of , 2018, by Marty Schneider, the Mayor and Jeanette Moeller, the City Clerk of the City of Long Lake, a municipal corporation under the laws of Minnesota, on behalf of said municipal corporation. Notary Public Date Date STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN } CITY OF ORONO By: Its Mayor By: Its Clerk The foregoing instrument was acknowledge before me this day of , 2018, by Dennis Walsh, the Mayor and Anna Carlson, the City Clerk of the City of Orono, a municipal corporation under the laws of Minnesota, on behalf of said municipal corporation. Notary Public This document was prepared by: John J. Thames, Esq. Carson Clelland & Schreder, PLLP 6300 Shingle Creek Parkway, Suite 305 Minneapolis, MN 55430 (763) 561-2800 EXHIBIT A (Legal Description — Subject Property) The West 365 feet of the East 829 feet of that part of Government Lot 4, Section 35, Township 118, Range 23, which lies North of the U.S. Highway No. 12, formerly State Trunk Highway No. 10; and extends from the said highway right-of-way to the shore of Long Lake lying South of a line drawn East perpendicular to the West line of the East 829 feet of said Government Lot 4 from a point thereon distant 39 feet South from the Northeast corner of Tract A, Registered Land Survey No. 765. EXMBIT B (Final Plat — Attached) Vicinity Map I I 'nTlj IL - - - - - spy � yv ]LN TG I! SCALE IN FEET SCALE I INCH - 60 FEET 1J'lJ'3Y RMOJ.JT nAr YMmu SB.Oa LANDING'S AT _LONG LADE 1 - WAYZATA BLVD WEST DE7_All HENNEPIN COUNTY STATE A DFANADE AND UTILITY EASEMENTS ARE SHOW THU9 / 0 dv039S'35' �Nfar�'-..' 9:E 0ETUL R 1S914'•}OD• W1 SUJl2'2 .1 C• ORC.N8g,93.,652J SOUS BY MSE 1RESENT4 Tnel 4sr• uor,leAa. LLC. a YFaeaob IF+lex A I,m IY Mw o a. ra6e,Tq maambe woprL% ,J65 _ __ C. Ztla� W Y� 0 va a awX ]M 5 IT. Mn ww". 10 R. ' ' D FT TnsroWes1 NH pl Lne Eoat R2s of aol purl 01 Lowrnmfnl Lot A, Scbm 35, T.w 110, I—.t]J, Mdd Ilia Nbrtn 0 Ill SCALE: I INCH = 50 FEET Lan Mm�iNr~ BDNG 5 MET N MIDTH ADOJNING SIDE LOT INES. AND REARN A,, LOT UNESa E C AS SHOW M PLAT. L E G E N D ],lai.Slot, Ih Him wv Nv. tO "ad Iran Ne abeuhleAM�y EOM_ I-ar-ro�I. In prerPl I„aq Tse I4ngl m FOUND. S12E AND TYPE AS NOTED. O DENOTES 14 INCH x 5/6 INCH REBAR GR9NIv ado Dpvanmm! L a Iramlc ptinW InNam a enit[39 W DENOTES IRON MONUMENT FOUND. SIZE. TME, AND RLS AS NOTED. ��e�eiY� tns NatnYntaronr et Tfxt n Pqutrm'Lrw COORDINATE SYSTEM NM 83 Moa aauaM ae fom, 16 m ,n,ged anew polled m 1—WS AT LONG LAME me eo.a FaebY d,dicol, tv Inr puNle art public uav as poNege and wa, vNsmmN os agtNl by mN Nat. .Frwl -1 611 10,71-. I -h- LLL, o Nlnn,.wtb '. Iibblily cmmpny, cvu.w) I"r,1"- nN. p„amta m b. M9nea byPrwea Dolan Int. __- or S'NY,- I- Yvwkt. LLC — D r MmeRr drMa MMN ST11 a NINNe50rA COUNTY OF :. _ _ . • • • • • •-,`, TNx Matrvmml wN mynorbLLa� — my�_____ ]o__ b Y I _ _ 90v< NJ6S00 YnaftnLt Aasa1DIL: -, uemgr f Ge« Mb-. e trnn«m taanw rm9 p y • • i ` � N. -ny Publlb�--�_uCmnl% Mirm«[e ommnN `: ! I � I � I Jpnpa�m �Fmed m crtNY PI m r ,uAr..Hm: Ibt t �x::am SIaI, i.�no inl. oY,xi : e`ra. .` , r�T Y4 Arm �, amu, irirtM pi NSI wpl I, roupn a u. ea,nar„:.r.�., m,i al h..1 ePbal enm ana rpo4a ef. erxaevy a.a .d m u, pl c abl al �'t ” "a a ���... I � � • `BLOCK � 3 I y i ma a ea m IaL a Y, . 4rP.n me lobHw m In a NaE Del,d I�la___daY bl ____--_„ ?1L-_ • , e• ". $f°.4 t 8• =1 t 2 $; r 3 � q ! y�8 Y,m.aoe oma. o. 19.e4 srA rE OF NmNcsou n : r • r». t • rs. ao,r, j s ll., fageaq..ew'a GIIFmo .ea «tna�NO,o e,1v m. a. -- vy —_-_— b 30__, b Aon L 1brbi OaAud L d aero' a ... !- . , r . • . Y .. ,. .. y Cn.VnhYm Eroirea _�- 1 - WAYZATA BLVD WEST DE7_All HENNEPIN COUNTY STATE A DFANADE AND UTILITY EASEMENTS ARE SHOW THU9 / 0 dv039S'35' �Nfar�'-..' 9:E 0ETUL R 1S914'•}OD• W1 SUJl2'2 .1 C• ORC.N8g,93.,652J }6 _ __ C. Ztla� W Y� 0 va a awX ]M 5 IT. Mn ww". 10 R. ' ' D FT AaD.aS Na90a't SCALE: I INCH = 50 FEET Lan Mm�iNr~ BDNG 5 MET N MIDTH ADOJNING SIDE LOT INES. AND REARN A,, LOT UNESa E C AS SHOW M PLAT. L E G E N D a.g1•.IS31 i �- - - �-- 'Y6.D6 I �51'36bill, M.A,w� N4riy t _ / 0 dv039S'35' �Nfar�'-..' 9:E 0ETUL R 1S914'•}OD• W1 SUJl2'2 .1 C• ORC.N8g,93.,652J }6 _ __ C. Ztla� W dib .n1iT.u:.xAY .rmc1 iWAY 112, PLAT 98 4� Lan Mm�iNr~ I I L E G E N D ljt� DENOTES PLS CORNER MONUMENT FOUND. S12E AND TYPE AS NOTED. O DENOTES 14 INCH x 5/6 INCH REBAR MONUMENT SET AND CAPPED RLS 16464. W DENOTES IRON MONUMENT FOUND. SIZE. TME, AND RLS AS NOTED. BASIS OF BEARINGS. HENNEPIN COUNTY COORDINATE SYSTEM NM 83 LAKE & LAND SURVEYING, INC. 1256 HUDSON ROAD SAINT PAUL, MINNESOTA $5106 PHONE: 651-776-6211 LONG LANE, WNNESOTA iFH ^bl al LNaNNO'i AT LOND LANE rob ePPrevee by Lne or CpuneR et Lang L"Fe, Nlnnvxblp! of e ` __ awl - Isis ____ eby o _ ]O_� II o plkobls, ne nit en emtmm a mE evcmm,nmtbnv et IM CommiaNmr e� ironaPatello�n 0nC !�v Cwnlr NgM1„vY Enpinxn 1=.1.1 aind by pgeO tY a 4Nnpr$Ipluln, Seuo,P5656T, SubJ�uuivn 2Fgl reeMpa pl auto canmrw and ba Ott DOINOL OF LGMG LAME. MM 1. N" - nTr Admm'is is -`- PE9meNT AND REAL ESTAR SE.—S. I—. font% ubn,ule v y Incl Ica Obpae'v. ]01___ ma ynr a neo. b„n pab b lard dNcrip,d m aia Hot uaF V. CnvPin, CbunlY Autlilm by �___�_� Onputy SVR4ET pN90N. 1 n co„nl Ston«a Purr:ml le LIN. STTAT.IT. Sac 3aJB.555 (1969), ab pial Am fa,M 9ppfda,d O,ia �_ mY a Pm f. Yeay LOnIY Samrrm by _ _ RE.-. OF tIILES. Hmnep,n cwnl% Mnn.mly I -o s1V y lh,t th, within pmt If LANDNOS Al LONG WE r0, Mxtl n 11.1 If— Ihi, dey bl Yrin M,Oamlak RsgaMor OI iW,s py _��� D,wIY EXHIBIT C (Driveway Delineation) A 52.00 foot wide area within Old Long Lake Road's right-of-way for the maintenance and repair of two driveways which lie between Lot 4, Block 1, LANDINGS AT LONG LAKE, according to the record plat thereof, Hennepin County, Minnesota and the northwesterly edge of Old Long Lake Road, the center line of said area is described as follows: Commencing at the most southerly corner of said Lot 4; thence northeasterly 28.32 feet, along a non-longential curve, concave to the east, having a radius of 83.00 feet, and a central angle of 19 degrees 33 minutes 03 seconds, and a chord which bears North 33 degrees 59 minutes 27 seconds East assumed bearing, to the point of beginning of the center line to be described: thence South 77 degrees 58 minutes 16 seconds East a distance of 106 feet, more or less, to the northwesterly edge of Old Long Lake Road and said center line there terminating. The sidelines of said area shall be prolonged or shortened to terminate on the southeast line of said Lot 4, and the northeasterly edge of Old Long Lake Road. AND All easement areas legally described as follows: PROPOSED INGRESS AND EGRESS EASEMENT FOR LOT 1: A 15.00 foot wide perrncnent easement for ingress and egress purposes over, under, and across, that part of Lots 2 3, and 4. Mock 1, LANDINGS AT LONG LAKE, occording to the recorded plat thereof, Hennepin County, Minnesota, the center I's'le of said tosement is described cm 'allows Commencing at the most southerly comer o1 said Lot 4; thence northeasterly 20.40 feet, along a non—tangential curve, concave to the east, having a radius of 83.00 feet, and a central angle of 14 degrees 04 minutes 56 seconds, and a chord which bears North 31 degrees 15 minutes 24 seconds East to the point of beginning of center line to be described: thence northwesterly 244.71 feat along a non—tangential verve, concave to the south. having a radius of 686.64 feet, and a central angle of 15 degrees 48 minutes 49 seconds, and a chord whish bean North 81 decrees 39 minutes 31 seconds West to the east line of said Lot 1 and said center line there terminating. The sideiines of sold easement shall be prolonged or shortened to terminate on the cost line of said Lot 1 and the southeast line of said Lot 4- PROPOSED _ PROP OSED INGRESS AND EGRESS EASEMENT FOR LOT 9- A 15.00 foot wide permanent easernent for ingress and egress purposes over, under, and across, that part of Lots 3 and 4. Stack 1, LANDINGS AT LONG LAKE. according to the recorded plot thereof, Hennepin County, Minnesota, the center I;ne of add easement is de Abed as follows Commencing at the moat southerly comer of raid Lot 4; thence northeasterly 20.40 feet, along a non—tongential curve, concave to the east_ having a radius of 83.00 feet, and a central angle of 14 degrees D4 minutes 56 seconds, and O chord which bears North 31 degrees 15 minutes 24 seconds East to the point of beginning of center line to be described; thence northwesterly 156.47 feet along a non—tongentid curve, concave to the south, having a radius of 886.54 feet, and o central angle of 10 degrees 06 minutes 41 seconds. and o chord which bears North 78 degrees 48 minutes 27 seconds West to the east line of said Lot 2 and sold center line there terminating. The sldeiines of said easement shall be prolonged or shortened to terminate on the cost line of sold Lot 2 and the southeast line of sold Lot 4. PROPOSED INGIRM AND EGRESS EASE.tENT FOR LOT 3: A 15.00 foot wide permanent easement for ingress and egress purposes over, under, and across, that part of Lot 4, Block 1, LANDINGS AT LONG LAKE, according to the recorded plot thereof, Hennepin County, Minnesota, the center line of said easement is described os follows: Commencing at the most southerly corner of said Lot 4; thence northeasterly 20.40 feet, along o non—tangential curve, concave to the cost having o radius of 83.DO feet, and a central angle of 14 degrees 04 minutes 56 seconds, and o chord which bears North 31 degrees 15 minutes 24 seconds East to the point of beginning of center line to be described, thence northwesterly 67.17 feet along a non—tongentiol pure, concave to the south, having a radius of 886.64 feet, and a central angle of 04 degrees 20 minutes 27 seconds, and a chord which bears North 75 degrees 55 minutes 19 seconds West to the east line of said Lot 3 and said center line there terminating. The sidelines of said easement shall be prolonged or shortened to terminate on the east line of said Lot 3 and the southeast fine of said Lot 4. EXHIBIT D (Driveway Depiction) LANDING'S AT LONG LAKE N69'22'34 "E 365.00 88.00 88.00 88.00 10100 BLOCK 3 3 3 3 Z 2 3 4 8n 56.09YW3'21• A=Oea zs6 \ �� a W �csxw _ X191 63.37 4'00" NB6'47'31"E � R.8`�OJ'93 _ _ '2.05 C. BRC=NB3'.752J'W \� •56, pB B,_ r .. S0312'23'E C.=288.46 WAYZATA BLVD WEST RENNMN MNTY aMI `f!I i SWM OUMIER CPRNCR p" ' e -te'x'ts SECTOx ]6 iaWNSHiP Ie511 ReNGE 2]W 'a�'n NOR1111NG = 16835].19 t 4 wuw'erl EnSTNG 4590]O.1] SOu1H OUARIER CORNED-------�-----�—�- SECTIPv ]5 lOwNSNw 6v RWNCE 2]wNENNE65T aOR 1 COE M_]5 TOwN- .. RnNGE 2]W 6621 ].t] ExSRRO � .566]9..2 INGRESS & EGRESS EASEMENTS L Al_ c �e;q �o w:°;we.a .'.r� a.m. ..P ma��na .�ntn �" riwnn •v�.e w mw.i �ss.� � uyµ p. u. me w�.•nwi.".:�.su.�'w�.'=ae�`i . �:a°. i.`. m .aa °"°o.. �'�i`: nn [m[ss rwxn[nt roR wT x a.R .wc =�eew re w...00.e eim manr. nm.ne mare xa.n�a ua a:. a. m ni. n...n� .. e..=a.a n weim wa_W. %.m..xi e .n..i ° �i an e.=. rqu 1f a.Wnm�°ri�matn to ...cns rr.m to u..n�-ig` MAINTENANCE AGREEMENT '27 oh bn�-� \ GRAPHIC SCALE 1 �Iw rare n SITE ADDRESS: 1070 Wayzata Blvd W, Lonq Loke, MN 55356 1