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HomeMy WebLinkAbout06-27-16-R Mayor: Address: David Grant It 1245 W Highway 96 Arden Hills MN 55112 Councilmembers: ARQEN HILLS Phone: Brenda Holden 651-792-7800 Fran Holmes Regular City Council Dave McClung Agenda Website: Jonathan Wicklund June 27, 2016 www•cityofardenhills.org 7:00 p.m. City Hall City Vision Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well-maintained infrastructure, fiscal soundness, and our long-standing tradition as a desirable City in which to live, work, and play. CALL TO ORDER 1. APPROVAL OF AGENDA 2. PUBLIC INQUIRIES/INFORMATIONAL Public inquiries/informational is an opportunity for citizens to bring to the Council's attention any items not currently on the agenda. In addressing the Council, please state your name and address for the record, and a brief summary of the specific item being addressed to the Council. To allow adequate time for each person wishing to address the Council, we ask that individuals limit their comments to three (3) minutes. Written documents may be distributed to the Council prior to the meeting, or as bench copies, to allow a more timely presentation. 3. PUBLIC PRESENTATIONS 3.A. Proclamation In Recognition Of Sue Schroeder, Former Communications Committee Member Mayor Grant Documents: MEMO.PDF, ATTACHMENT A.PDF 3.B. 2015 Financial Statements MMKR/Aaron Nielsen Documents: MEMO.PDF 3.C. MnGFOA Financial Awards Presentation Mn GFOA/Sue Virnig Documents: MEMO.PDF 3.D. GreenStep City - First Step Sara Grant, Recreation Coordinator Documents: MEMO.PDF 4. STAFF COMMENTS 4.A. Rice Creek Commons (TCAAP)And Joint Development Authority (JDA) Update Sue Iverson, Interim City Administrator and Director of Finance and Administrative Services Documents: MEMO.PDF, ATTACHMENT A.PDF 4.B. Transportation Update John Anderson, Acting Public Works Director Documents: MEMO.PDF 5. APPROVAL OF MINUTES 5.A. May 31, 2016, Regular City Council Documents: 05-31-16-R.PDF 5.13. May 31, 2016, Special City Council Work Session Documents: 05-31-16-WS.PDF 6. CONSENT CALENDAR Those items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda. 6.A. Motion To Approve Claims And Payroll Sue Iverson, Interim City Administrator and Director of Finance and Director of Finance and Administrative Services Ashley Bertrand, Accounting Analyst Documents: MEMO.PDF 6.B. Approve 2015 City Financial Statements And Audit Sue Iverson, Interim City Administrator and Director Finance and Administrative Services Documents: MEMO.PDF 6.C. Approve 2015 4th Quarter Financial Reports Sue Iverson, Interim City Administrator and Director of Finance and Administrative Services Documents: MEMO.PDF, ATTACHMENT A.PDF, ATTACHMENT B.PDF, ATTACHMENT C.PDF 6.D. Approve Fund Balance Transfer From General Fund To PIR Fund And A Budget Amendment Sue Iverson, Interim City Administrator and Director of Finance and Administrative Services Documents: MEMO.PDF 6.E. Approve Proposal For Interim Community Development Director Work Sue Iverson, Interim City Administrator and Director of Finance and Administrative Services Documents: MEMO.PDF, ATTACHMENT A.PDF 6.F. Approve Resolution No. 2016-019 Appointing Evan Cordes To Serve On The Economic Development Commission For A Term Expiring December 31, 2018 Matthew Bachler, Senior Planner Documents: MEMO.PDF, ATTACHMENT A.PDF, ATTACHMENT B.PDF 6.G. Authorize Request For Qualifications - Engineering Contract Pool John Anderson, Acting Public Works Director Documents: MEMO.PDF, ATTACHMENT A.PDF 6.H. Approve Resolution 2016-020 Supporting Ramsey County's Request For Federal Funding For Lexington Avenue Road Improvements John Anderson, Acting Public Works Director Documents: MEMO.PDF, ATTACHMENT A.PDF 6.1. Approve Purchase Of New Phone Equipment Sue Iverson, Interim City Administrator and Director of Finance and Administrative Services Documents: MEMO.PDF 6.J. Accept Public Works Superintendent's Resignation Sue Iverson, Interim City Administrator and Director of Finance and Administrative Services Documents: MEMO.PDF 6.K. Approve Authorization To Internally Post For Position Of Interim Public Works Superintendent Sue Iverson, Interim City Administrator and Director of Finance and Administrative Services Documents: MEMO.PDF 61. Approve Resolution 2016-022 Establishing City Council Norms Of Behavior Sue Iverson, Interim City Administrator and Director of Finance and Administrative Services Documents: MEMO.PDF, ATTACHMENT A.PDF 7. PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. 8. PUBLIC HEARINGS 8.A. Approve Resolution 2016-021 Adopting And Confirming Quarterly Special Assessments For Delinquent Utilitites Sue Iverson, Interim City Administrator and Director of Finance and Administrative Services Pang Silseth, Accounting Clerk Documents: MEMO.PDF, ATTACHMENT A.PDF, ATTACHMENT B.PDF 9. NEW BUSINESS 9.A. Approve Night Work Construction Activity Waiver- Lexington Avenue/County Road F John Anderson, Acting Public Works Director Documents: MEMO.PDF, ATTACHMENT A.PDF 9.B. Planning Case 16-015 - 1494 Keithson Drive - Variance Ryan Streff, City Planner Documents: MEMO.PDF, ATTACHMENT A.PDF, ATTACHMENT B.PDF, ATTACHMENT C.PDF, ATTACHMENT D.PDF, ATTACHMENT E.PDF, ATTACHMENT F.PDF, ATTACHMENT G.PDF, ATTACHMENT H.PDF 9.C. Planning Case 16-014 - Master PUD Amendment And Final PUD Phase I - Land O' Lakes Ryan Streff, City Planner Documents: MEMO.PDF, ATTACHMENT A.PDF, ATTACHMENT B.PDF, ATTACHMENT C.PDF, ATTACHMENT D.PDF, ATTACHMENT E.PDF, ATTACHMENT F.PDF, ATTACHMENT G.PDF, ATTACHMENT H.PDF 9.D. Planning Case 16-013 - CUP Amendment And Variance - Mounds View High School Ryan Streff, City Planner Documents: MEMO.PDF, ATTACHMENT A.PDF, ATTACHMENT B.PDF, ATTACHMENT C.PDF, ATTACHMENT D.PDF, ATTACHMENT E.PDF, ATTACHMENT F.PDF, ATTACHMENT G.PDF, ATTACHMENT H.PDF, ATTACHMENT I.PDF, ATTACHMENT J.PDF, ATTACHMENT K.PDF 10. UNFINISHED BUSINESS 11. COUNCIL COMMENTS ADJOURN PUBLIC PRESENTATION—3A 'It ,-ARZEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Councilmembers Sue Iverson, Interim City Administrator FROM: Mayor Grant SUBJECT: Proclamation in Recognition of Sue Schroeder, Former Communications Committee Member Background/Discussion Attached for your review is a Proclamation in recognition of Sue Schroeder, former Communications Committee Member. Attachment Attachment A: Proclamation for Sue Schroeder, former Communications Committee Member Page 1 of 1 _. STN<uXN;'.YYYki�..:..p;S.?*1' 'k.Ek c".A3C M!,...F!xc+a.�we,v:7.'MA.:..^, :vAx..+;ygy'Y.ti4,xPllcu Q i cn $.q ' o al i U CA U .n to A + co CL w z ? 3at W p Q+ l cc r � O Cd Ln 7 O C� CL _ A 3 E r�.; �` • --a?t ,-" } tiv`NL+1F�a r,,Y,�y nxrrnYi.�l Cramwauei�iui.'dYi a sreuaxn;aKrn.a rafiz�Ssasu u,,,ra, .::i enaw^r usr rd nnxr,;FnXir-.,+t�S.arura&t�in:RaiWn'.�%S.�'.-` mrlx�aE�vxnv w+',�n w.Ct,ta a'x•.S 7,ter�ts Stv rr,._, � 'fi�R�'we xv t�ati�3%i'a,rYno�� `..- . � w PUBLIC RESENTATION—3B It, -AVEN HILLS MEMORANDUM DATE: June 27,2016 TO: Honorable Mayor and City Council FROM: Sue Iverson,Interim City Administrator/Director of Finance and Administrative Services SUBJECT: 2015 City Financial Statements Background/Discussion: The City's 2015 Financial Statements have been completed and submitted to both the State Auditor and the GFOA. The City's auditor, Aaron Nielsen from MMKR, will be present at the June 27, 2016, City Council meeting to give an overview and answer questions. The auditors have issued an unmodified ("clean") opinion on our financial statements for the year ended December 31, 2015. The total general fund balance at December 31, 2015 was $3,082,410 with $2,806,930 of unassigned available balance ($23,983 of the ending balance was in prepaid items and $251,497 was assigned) or 62.9% of total general fund budgeted expenditures for 2016. The general fund balance increased by $736,468. The City's total net position increased by $4,709,159. The combined ending fund balances for governmental funds were $7,894,582; the combined ending working capital balance for the enterprise funds were $238,381, and internal service funds were $478,952. We have completed the report in the form prescribed by the Government Finance Officers Association of United States and Canada (GFOA) for their Certificate of Achievement for Excellence in Financial Reporting. In order to qualify for this, the report has to be published in an easily readable and efficiently organized Comprehensive Annual Financial Report (CAFR) that satisfies both accounting principles generally accepted in the United States of America and applicable legal requirements. As a note of information, the Auditing Standards are constantly increasing and changing. With these changes, you may see increased findings. This does not mean that the City has done anything wrong compared to previous years, only that the reporting requirements have become much stricter. Many cities are experiencing these findings, and the findings are expected to increase for all cities as these standards become stricter. We are pleased to report that we did not experience any findings this year. We are pleased with the outcome of the audit. PUBLIC PRESENTATION—3C lt -AVEN HILLS MEMORANDUM DATE: June 27,2014 TO: Honorable Mayor and City Council Members FROM: Sue Iverson, Interim City Administrator/Director of Finance and Administrative Services SUBJECT: GFOA Financial Awards Presentation Background The Government Finance Officers Association of the United States and Canada (GFOA) has three award programs which promote best practices in Budget and Financial reporting. The Certificate of Achievement for Excellence in Financial Reporting or CAFR award is for entities whose Comprehensive Annual Financial Report (CAFR) achieves the highest standards in government accounting and financial reporting. This is our financial statement. The Award for Outstanding Achievement in Popular Annual Financial Reporting, or PAFR, is given to entities who publish a Popular Annual Financial Report (PAFR)whose contents conform to program standards of creativity, presentation, understandability and reader appeal. This report is primarily for the "non-finance" person in an easy to understand format. We send this report out annually in our newsletter. The Distinguished Budget Presentation Award represents a significant achievement by the entity. It reflects the commitment of the governing body and staff to meet the highest principles of governmental budgeting. In order to receive the budget award, the entity had to satisfy nationally recognized guidelines for effective budget presentation. These guidelines are designed to assess how well an entity's budget serves as a policy document, financial plan, operations guide, and a communications device. Page 1 of 2 Current Discussion We are pleased to inform the Council and the public that Arden Hills has received all three awards from the GFOA. These awards are for: CAFR— 2014, PAFR— 2014, and Budget — 2015. Sue Virnig, State Representative on the Board of Directors of the Minnesota Government Finance Officers Association (MnGFOA), will be present at Monday's meeting to present these awards to the City. Much work goes into producing these documents and the Finance staff will be present at the meeting. Success in these programs is due to the work of the entire department. Each of them takes a lead role in preparing the documents: Dave Perrault, Finance Analyst—Budget, Financial Report, & Popular Report Ashley Bertrand, Accounting Analyst—Financial Report Pang Silseth, Accounting Clerk—Financial Report&Popular Report We have received both the CAFR and PAFR awards since the 2006 reports and the Budget award since the 2009 report. We have submitted the 2016 Budget and the 2015 financial reports to the awards program and are confident that they fulfill the program requirements and will be receiving the awards in the future. Page 2 of 2 PUBLIC PRESENTATION—3D 'It ,-ARZEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Councilmembers Sue Iverson,Acting City Administrator FROM: Sara Grant, Parks and Recreation Coordinator John Anderson, Acting Public Works Director SUBJECT: GreenStep City—First Step Discussion At the league of Minnesota Cities Conference held on June 15-16, 2016, Cities that are participating in the GreenStep Program were recognized. Arden Hills received a certificate and its first block recognizing that it had completed the first of five steps in the program. The City of Arden Hills' GreenStep Program will start working on the second step of the program. Each time the City of Arden Hills finishes a step, it receives another block; all five blocks fit together to create a small sculpture that can be displayed in the lobby at City Hall. In the future, the GreenStep Program will be sending Arden Hills a press release for publication in the Arden Hills Notes and/or the Bulletin to inform residents of this accomplishment. STAFF COMMENTS—4A ,--iIZEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Councilmembers FROM: Sue Iverson, Interim City Administrator/Finance and Administrative Services Director SUBJECT: Rice Creek Commons (TCAAP) and Joint Development Authority (JDA) Update Attached is an update on recent activities as prepared by Stacie Kvilvang of Ehlers. Attachment A: June 27, 2016 TCAAP Update from Ehlers Page 1 of 1 Attachment A Is EH LERS Date: June 27, 2016 LEADERS IN PUBLIC FINANCE To: City Council From: Stacie Kvilvang Subj ect: TCAAP Update Development • The master development team held their internal design charrette on June 23, 2016 to begin the process of determining their vision for development of the site. • The master development team has hired Kimley-Horn as their Civil Engineer for the site. They will be assisting them in pre-planning work including but not limited to road and utility infrastructure,mass grading,developable lot configuration,TGRS related issues,etc. Meetings • City and County staff, Ehlers and the master developer held their weekly project meetings on June 15t'and 22"d Communications/Media • On June 16, 2016 the Pioneer Press ran the attached article on the master developer team for TCAAP. • The County is planning a media event tentatively for August 10, 2016 at 1:00 p.m. It is expected the City (Mayor) will have a role in the event. Details will be provided as more is known and date will be confirmed, but for now if the Council has a desire to attend you should place this on your calendar(tentative). Project Status Memo 1 Meet the people behind the biggest redevelopment project in Ramsey County By Sarah Horner I shornerkpioneerpress.com June 16, 2016 1 UPDATED: 5 days ago There is a dual vision for the members of the team charged with developing the biggest chunk of empty land in Ramsey County. It's a vision for the community and it's a vision for their companies. They see a once heavily polluted 427-acre ammunition plant being transformed into a premiere destination to live,work and play. They also see it as an "extraordinary opportunity"to leave a mark on the area. Recently selected as the master developer for the Rice Creek Commons site in Arden Hills formerly the Twin Cities Army Ammunition Plant Alatus LLC is partnering with Inland Development Partners and Tradition Development Corp. to build a neighborhood from scratch. Alatus is expected to bring the multifamily rental housing component, Inland will tackle commercial development and Tradition Development single-family home and townhouse construction. When fully built-out over the next 10 to 15 years, the development is expected to add some 3,000 residents to the St. Paul suburb, now with a 9,500 population. The plan is to create a sustainable, walkable community full of housing,retail and good-paying jobs, built around a network of parks, trails and a"town center." The parcel is at the junction of Interstate 35W and U.S.10. "This is one of those sites that is very unique given its proximity to Minneapolis and St. Paul and so for us as a team to be involved in something so transformative at this stage in our careers is an extraordinary opportunity," said Tom Shaver, one of the co-founders of Inland Development. "(We) all want to be able to look back on this and be very proud of what we've done." MEET THE TEAM One of the reasons so much is at stake for the companies,particularly Alatus, is that it beat out two much more experienced local developers Ryan Cos. and Opus Development Co. for the job. The people involved in them have deep roots in local development. Project Status Memo 2 Bob Lux Bob Lux, president of Alatus, which was founded in 2005, has been in the development game for more than 30 years. His portfolio includes the Carlyle Condominiums, Grand Park Condominiums and the upscale apartment complex Latitude 45, all in Minneapolis. Inland Development launched this past year,but its co-founders Shaver and Kent Carlson both had long careers with Opus and Ryan respectively before starting the new company,which focuses on office, industrial and retail development. Tom Shaver Carlson had a hand in the mixed-use development, Dean Lakes, in Shakopee, as well as Centre Pointe Business Park in Roseville. Shaver helped transform a 31-acre brownfield site in Hopkins into a Cargill corporate campus. He was also involved in building UnitedHealth Group's headquarters in Minnetonka. Todd Stutz is president of Robert Thomas Homes, a company under the Tradition corporate umbrella, and has been involved in real estate for more than three decades. Tradition Development likely has the most direct experience tackling projects on the scale of Rice Creek Commons. In recent years it served as the residential developer on Cobblestone Lake, a 320-acre mixed use development now almost fully built-out in Apple Valley, as well as Spirit of Brandtjen Farm, a 510-acre development underway in Lakeville. Todd Stutz It's the diversity of expertise on the team, as well as its commitment to bringing in other area builders for the project, that will help make the development distinctive, team members said. Q AND A Two weeks after being selected, three of the four principals discussed their vision for the project and what the road ahead looks like. Their responses have been edited for brevity and clarity. So now that you guys have the job,what happens next? Lux (Alatus): There is a lot of discovery right now. (Reviewing) all the reports that have been done to date,refining the market studies, refine our concept plans, branding concepts in conjunction with the Joint Development Authority (the board overseeing the development, from Arden Hills and Ramsey County). Also, getting information from them on their sweet spots, on what is important for them. They have spent literally thousands of hours to get to this point; we want to make sure we understand what they want. Shaver (Inland): When we say sweet spots we mean goals. The county has a set of goals and the city has a set of goals and we are starting to pull those out of them to bring forward into the plan. Project Status Memo 3 Lux: Over the next six months we (also will) finalize the development contract and the purchase agreement(on the land). Speaking of that,will Alatus be buying the land on its own or is the team buying it? Will it be purchased in phases or all at once? Lux: Alatus (will purchase it). I am pretty sure it will be done in phases. Let's assume everything goes smoothly with negotiations on the contract language and purchase price,when might residents actually start to see dirt flying on the site? Lux: I think we would start to implement the development in late 2017 or early 2018. Shaver: There is a lot of dirt flying already actually. There has been a lot of pre-development work that has taken place for bridge infrastructure, additional road infrastructure, environmental cleanup.The foresight the city and the county had to do that in anticipation of bringing on a master developer speaks volumes to their ability to work together. That's one of the great things we are benefiting from and now it's our job to bring our expertise and leverage to that work going forward. One of the county's goals is for this development to create about 4,000 high-wage jobs on the site. It also wants to see 50 percent of the developable acres occupied by office, manufacturing and retail. Do those goals seem realistic? Shaver: They are certainly attainable. Has there been any corporate interest in the site so far? How will your team work to land the corporate players it needs to meet the county's employment and economic goals? Shaver: Land O'Lakes was attracted to the site. The Vikings were attracted to the site, so there has definitely been interest. Going forward (we are going to engage) the JDA, the city and the county on a broader marketing approach that will (target)not only corporate clients in the Twin Cities but also regionally and nationally. (This site)has that kind of appeal. One of the things we are doing as the result of the mixed-use component is really creating an amenity package that will be used to attract and retain employers. This site has a significant draw from an employee perspective and as you get into a tighter labor market, having those amenities (retail,restaurants, trails and parks, apartments, single-family homes) to be able to support a corporate campus is going to be critical. We want this to be a place you can live,work and play. Lux: That is what really differentiates this site from a development approach compared to just building a building in a location on an interchange. From a corporate user standpoint we can really offer a (package) others don't have. Let's talk about housing; what can we expect there? Project Status Memo 4 Todd Stutz (Tradition): The master plan calls for roughly 1,400 housing units that will be a mix of different forms that appeal to different demographics. Roughly 330 will be single family or townhomes. The rest will be multifamily. For the for-sale homes, we have solicited other builders to be part of our builder group that have experience in the far east suburban market of the cities. So not only will (buyers)have a diversity of housing types but also a wide variety of(builders). Regarding the range of homes,what might the prices be on the low end and high end? Stutz: It will ultimately translate to a mix of prices (and lot sizes) that appeal to a broad demographic. We don't have pricing established at this point but we know there will be some upper-end custom homes and some more affordable townhomes. There is a significant segment of today's home buyers that would be classified as nontraditional, (millennials, empty nesters,retirees), so we would expect to offer products. How do you appeal to those nontraditional families? Stutz: Certainly homes that are on one level for empty nesters and retirees. Generally (millennials) are interested in smaller lots. They don't want to spend their free time mowing their yard. So they are interested in perhaps smaller homes but they expect top-end finishes. We'll be doing some market research to try and explore what preferences are in this area and make sure we have a match. What about apartments,what can we expect there? Lux: We will definitely have a senior component, definitely a component leaning toward Millennials and their desires. They want smaller apartments with extraordinarily high levels of finishes and community space. It's really making making sure the amenity packages on the apartments will be very attractive to the employees of the corporate user. So making sure people can bike or walk to work and come back to a (nearby) restaurant. The apartments will be located in the development's Town Center along with restaurants, a fitness center, a grocery store, coffee shops and other kinds of retail. How will this development become a part of Arden Hills, and not just a community plopped within it? Lux: A lot of that will be (due to the amenities)we plan to offer.The restaurants, the grocery store, those will be draws for the greater community, and not just for Arden Hills but regionally. We are really being cognizant that the part of Arden Hills located(outside) the development feels welcome. Shaver: There is also the 50-acre natural resource corridor that will weave its way through the development, and the 24 acres of active park space. Also the 202 acres of(green space), and the links to the regional trail system. Project Status Memo 5 What will come first, attracting employers to the site or building out the residential neighborhoods? Shaver: The amenities being brought to the site, the Town Center and the single family homes and some of the retail that has expressed early interest will be the catalyst that will allow us to attract a corporate user. Can you say where some of that early retail interest is coming from? Shaver: Not at this time. OK, any other final comments any of you would like to make? Lux: Our goal is to make this something that is not only a legacy project for the four of us but also something that is looked at from the community of Arden Hills and Ramsey County as being a spectacular solution to what was formerly a not-so-spectacular site. Project Status Memo 6 STAFF COMMENTS—4B 'It ,-ARZEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Councilmembers Sue Iverson,Acting City Administrator FROM: John Anderson, Acting Public Works Director SUBJECT: Transportation Update Background A brief oral update will be provided at the meeting regarding road construction/transportation in the City of Arden Hills. Page 1 of 1 It --zSRZEN HILLS DRAFT Approved: June 27, 2016 CITY OF ARDEN HILLS,MINNESOTA REGULAR CITY COUNCIL MEETING MAY 31,2016 7:00 P.M. -ARDEN HILLS CITY COUNCIL CHAMBERS CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor David Grant called to order the regular City Council meeting at 7:00 p.m. Present: Mayor David Grant, Councilmembers Brenda Holden, Fran Holmes, Dave McClung and Jonathan Wicklund Absent: None Also present: Interim City Administrator Sue Iverson; Acting Public Works Director John Anderson; City Planner Ryan Streff, Senior Planner Matthew Bachler; and City Clerk Amy Died PLEDGE OF ALLEGIANCE 1. APPROVAL OF AGENDA Mayor Grant amended Item 5N noting only one seasonal worker (Josh Johnson) was being appointed this evening and not two. Councilmember Holden requested Item 5J be removed from the Consent Agenda and be discussed as Item 6A. MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to approve the meeting agenda as amended. The motion carried unanimously (5-0). 2. PUBLIC INQUIRIES/INFORMATIONAL Kay Ryerson, 3201 Ridgewood Road, stated she has lived in Arden Hills for 25 years. She requested her neighborhood tennis court be rebuilt and believed this was a wonderful resource for her neighbors. ARDEN HILLS CITY COUNCIL—MAY 31, 2016 2 Viet Le, 1540 Edgewater, stated there were 30+ children living in his neighborhood. He indicated he has provided free tennis lessons to the children in his neighborhood at his neighborhood tennis court. He understood the condition of the tennis court was deteriorating; however, he requested the Council reconsider their decision and allow this amenity to remain a part of his neighborhood. Mayor Grant reported the Council received a number of emails from the public regarding this tennis court. He noted a young child had broken a wrist at this tennis court, which led the Council to locking the gate. Scott Austin, 1566 Glen Avenue, explained he has lived in his neighborhood for the past 12 years. He indicated he purchased his home due to the fact there was a private beach and tennis court in close proximity. He requested the Council replace the tennis court noting it was used a great deal by himself and his neighbors. 3. STAFF COMMENTS A. Rice Creek Commons (TCAAP) and Joint Development Authority (JDA)Update City Planner Ryan Streff stated the JDA held a workshop discussion with the Alatus Development Team on Tuesday, May 24. Topics included observations on the TCAAP Redevelopment Code and how to achieve the JDA's Master Plan vision for the site. The City Council will be meeting with Alatus in a Work Session immediately following the regular City Council meeting on Monday, May 31. City and Ramsey County staff, attorneys, and Alatus have begun discussing the Master Developer Agreement that will be signed between the JDA and Alatus. B. Transportation Update Acting Public Works Director Anderson reported work was underway on I-694. He described how the lane closures at I-35W and I-694 have been impacting traffic. It was noted the repairs on 694 would take two years to complete. Acting Public Works Director Anderson stated the County Road H bridge would be demolished this weekend. He stated I-35W would be closed at 10:00 p.m. on Friday night and detours would be put in place. Acting Public Works Director Anderson explained the County Road E2 bridge project was progressing well. The abutments were rising along the interstate and pilings have been put in place for the bridge. He stated Cleveland Avenue and County Road E2 was closed at this time and would remain closed until mid-June. Acting Public Works Director Anderson discussed the Lexington Avenue and County Road F project. He noted County Road F would remain closed through mid-June. Councilmember McClung requested the information regarding County Road F be posted on the City's website to make the public aware of the road closures. ARDEN HILLS CITY COUNCIL—MAY 31, 2016 3 4. APPROVAL OF MINUTES A. April 18, 2016, City Council Work Session B. April 25, 2016, City Council Work Session MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to approve the April 18, 2016, City Council Work Session meeting minutes; and April 25, 2016, City Council Work Session meeting minutes as presented. The motion carried unanimously (5-0). 5. CONSENT CALENDAR A. Motion to Approve Consent Agenda Item - Claims and Payroll B. Motion to Approve Arden View Court Storm Sewer Repair C. Motion to Approve 2016 Rain Garden Plant Material Quotes D. Motion to Approve City Hall Parking Lot Maintenance E. Motion to Approve 2015 Sewer Lining—Pay Estimate#3 F. Motion to Approve 2015 Pavement Management Program (PMP) Pay Estimate 97 G. Motion to Approve Cooperative Agreement for County Road H/I-35W Interchange H. Motion to Approve Sandeen Road Mill and Overlay L Motion to Approve PUD Agreement—Planning Case 16-003 —Arden Square K. Motion to Approve Adoption of Resolution 2016-016 Accepting Donation from the Arden Hills Foundation L. Motion to Approve Adoption of Resolution 2016-017 Appointing Terrance Finlay to the Parks, Trails and Recreation Committee (PTRC) for a Term Expiring December 31, 2018 M. Motion to Approve Lake Johanna Fire Department Capital Expenditures N. Motion to Approve Authorization to Appoint Seasonal Maintenance Worker—Josh Johnson O. Motion to Accept Resignation of Community Development Director P. Motion to Accept Resignation of City Clerk Q. Motion to Accept Proposal for City Administrator Recruitment MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to approve the Consent Calendar as presented and to authorize execution of all necessary documents contained therein. The motion carried unanimously(5-0). 6. PULLED CONSENT ITEMS A. Approve Purchase of Two MVP Goalsetter Basketball Systems Mayor Grant reported the Arden Hills Foundation received a targeted donation of $5,000 for Hazelnut Park for replacing both of the basketball hoops. He noted these hoops were used quite frequently by Arden Hills' residents. He reported the donor was Presbyterian Homes. The Arden ARDEN HILLS CITY COUNCIL—MAY 31, 2016 4 Hills Foundation was pleased to bring this donation forward for this specific item and requested approval from the City Council. Councilmember Holden wanted to be sure the City had the money/donation for these purchases prior to the funds being spent. Arlene Mitchell, 1283 Wymidge Drive, stated she was the secretary/treasurer of the Arden Hills Foundation. She explained the Arden Hills Foundation has received a check from Presbyterian Homes for $5,000 and was waiting for its next meeting to approve the disbursement of the funds to the City. This would be done by the Arden Hills Foundation at their next meeting. She explained she would work with Ms. Iverson to create a smoother process going forward. MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to authorize the purchase of two MVP Goalsetter Basketball Systems for Hazelnut Park with an expense not to exceed $5,835. The motion carried 5-0 . 7. PUBLIC HEARINGS A. NPDES Annual Storm Water Meeting Acting Public Works Director Anderson stated as of March 10, 2003, the Minnesota Pollution Control Agency required all cities within the Seven County Metro Region to apply for a General Storm Water Permit (Small Municipal Separate Storm Sewer Systems, or MS4, permit) as part of Federal National Pollutant Discharge Elimination System (NPDES) requirements. In 2013, the City of Arden Hills applied for reauthorization under the revised permit as administered by the Minnesota Pollution Control Agency (MPCA). On March 17, 2014, the City's application was approved and the permit to discharge stormwater was reauthorized. In order to comply with revised federal regulations, municipalities are required to modify their Storm Water Pollution Prevention Plan (SWPPP) that focuses on ways the municipality will reduce the amount of sediment and pollution entering the surrounding water bodies. The SWPPP includes six minimum control measures that need to be addressed by the City. Each measure is aimed at reducing the amount of pollution entering water bodies through various methods such as public outreach and education, regulatory ordinances, and physical structures constructed as a part of the storm water sewer system. Each control measure includes several Best Management Practices (BMPs) that will be used to accomplish the measure and each will include measurable goals that can establish the effectiveness of the SWPPP. Acting Public Works Director Anderson indicated one of the permit requirements is that the City must hold an annual public meeting to allow interested parties to provide comments to the City on its SWPPP. The City is also required to submit an annual report to the MPCA documenting the accomplishments of the previous year. Staff provided a presentation on the City's accomplishments in 2015 along with the goals for 2016. Mayor Grant opened the public hearing at 7:31 p.m. With no one coming forward to speak, Mayor Grant closed the public hearing at 7:32 p.m. ARDEN HILLS CITY COUNCIL—MAY 31, 2016 5 8. NEW BUSINESS A. Street Maintenance—Bituminous Paving Acting Public Works Director Anderson stated one of the responsibilities of the Public Works Department is to maintain the city's street infrastructure network. The alternatives available in street maintenance can take various forms including pot hole patching, crack sealing, sealcoating, bituminous overlay, mill and overlay, mill and patch, cut and patch, and concrete curb repair to name a few. Public Works has typically provided the labor on maintenance projects when the scope fell within the bounds of the expertise and equipment available to the department. For those maintenance projects that require specialized skills or equipment not available to Public Works, the City contracts for those services. Acting Public Works Director Anderson reported sealcoating or chipsealing has been one of the staples of pavement maintenance for many years. A relatively new pavement distress called stripping has been observed in bituminous pavement throughout Minnesota. General consensus among bituminous engineers is that sealcoating is the cause of stripping. In response to this, many cities across the metro area have curtailed sealcoating as a maintenance practice until more is known about the relationship between sealcoating and stripping. Arden Hills Public Works has followed suit and suspended any sealcoating until there are more answers on this topic. Acting Public Works Director Anderson indicated many of the streets throughout the city have been reconstructed though a Pavement Management Project. The city has had a fairly regular schedule of reconstruction projects every one to two years for the past 16 years. During the course of these projects, one comment received from residents is "if the City maintained our street, we would not have to reconstruct it and pay the assessment". In response to that comment, Public Works tries to schedule pavement maintenance to prolong the life of streets, keep costs down and stay out of reconstructing streets. Acting Public Works Director Anderson commented bituminous overlays are one tool that is available to Public Works in the pavement maintenance arena. Public Works currently has access to a paving machine that provides the opportunity to place pavement on roads and parking lots. Other equipment used in the paving process available to Public Works include trucks for hauling material and rollers for compacting and finishing the surface. The value of doing this work ourselves is significant. Currently, the City pays between $50 and $55 per ton for asphalt material. In contracts for small quantities, the City is charged $75 to $90 per ton for mix placed by a contractor or 50% to 60% more than if the City places the material. This cost difference provides a significant savings in the maintenance budget. Acting Public Works Director Anderson reported projects that require the entire surface to be milled before the overlay are currently contracted as the City does not have the specialized equipment necessary to mill the entire surface. Therefore, streets that have no curb are better candidates for maintenance overlay projects that Public Works staff can complete. Acting Public Works Director Anderson stated as discussed with the City Council at the annual Public Works Workshop, the Public Works department has been taking on paving projects as a maintenance function since the paving machine has been available. Some of the ARDEN HILLS CITY COUNCIL—MAY 31, 2016 6 streets that have been overlaid in the last couple years include: Harriet Avenue, Hamline Avenue, Indian Place, Snelling Avenue shoulder, and various driveways and parking lots. Acting Public Works Director Anderson noted this year Public Works has planned to take on a couple paving projects including Ingerson Park parking lot and Thom Drive. The parking lot at Ingerson Park was just recently paved. Thom Drive between New Brighton Road and Cleveland Avenue is by far the largest project Public Works has considered undertaking as a maintenance project. The project will take between 600 and 750 tons of material at a cost of $30,000 to $40,000. It will require about a week of preparations including raising castings, milling edges and leveling depressions. The paving would take roughly a week also. Ramsey County Public Works and Arden Hills Public Works trades some services and equipment from time to time, Ramsey County will provide a large roller and tack truck to spray the surface with tack prior to paving. They also can provide tandem axel trucks to haul bituminous mix depending on the rate at which the trucks can keep up with the paver. Bituminous material is typically purchased from commercial asphalt in Blaine. As with any project that involves trucking, the proximity of the source of material is often the deciding factor on where you will obtain materials. Pricing from Commercial Asphalt has been very competitive for the materials we use. Acting Public Works Director Anderson explained Thom Drive had a PCI rating of 29 in 2013 and has had some patching and pothole filling since that time. This rating is on the high end of the border of the range for reconstruction. It was projected this project would cost roughly $250,000 to reclaim and repave as a PMP in the future. An overlay of this road should stretch the life expectance out another 8 to 10 years making it possible for some other roads that are in worse shape to undergo reconstruction through a PMP such as Indian Oaks Trail/ Floral Avenue or Benton Way/Harriet Avenue. Acting Public Works Director Anderson indicated the City Council budgeted $150,000 in 2015 and 2016 for sealcoating/resurfacing with sealcoating being on hold. He stated it is his understanding that those dollars would go towards resurfacing projects. In the case of Thom Drive, the pavement alternatives available are summarized in the table below along with the anticipated life expectancy of those alternatives. Comparison of Alternatives 2016 Cost Service Life Future PMP - Reclaim $ 250,000 25 - 30 years Contracted Overlay $ 52,500 8 to 10 years Public Works Overlay $ 35,000 8 to 10 years Do nothing/pothole filling $ 1,000 3 years Acting Public Works Director Anderson reported the Public Works Department's intent is to stretch the maintenance dollars by utilizing the equipment currently available and prolong the life of the City's pavement. Mayor Grant understood Thom Drive was in need of maintenance. He questioned how the Council wanted to proceed. Councilmember Holden asked if borings have been completed on Thom Drive. ARDEN HILLS CITY COUNCIL—MAY 31, 2016 7 Acting Public Works Director Anderson stated borings have not been completed. He indicated staff could complete borings, but this may not provide staff with enough information either. He supported the City moving forward with a Public Work overlay given the low cost for the extension of the pavement live. Councilmember Holmes questioned if the integrity of the City's new streets would be jeopardized if they were not sealcoated. Acting Public Works Director Anderson provided further comment on the concerns the City had with sealcoating. He indicated the City was working to find a new tool other than sealcoating. He commented the City does still complete crack sealing. Councilmember McClung appreciated Acting Public Works Director Anderson's thorough staff report. He supported the Public Works department overlay. Mayor Grant believed the City had an opportunity to gain 40% to 50% in cost savings for this overlay project. For this reason, he believed the proposed overlay project made sense. MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to approve the Public Works Street Maintenance for Thom Drive. The motion carried unanimously (5-0). 9. UNFINISHED BUSINESS None. 10. COUNCIL COMMENTS Councilmember Holmes stated the Council received a sunflower plant from Dr. Robert Mullen. She discussed the work Dr. Mullen had conducted in the City's parks and thanked him for his work on behalf of the City. Councilmember Holden reported there were a number of trees along County Road 96 that were in poor condition. She asked if these trees were the City or County's responsibility. Acting Public Works Director Anderson indicated these trees were the City's responsibility. Mayor Grant agreed the trees were along County Road 96 were the City's responsibility. Councilmember Holden requested this matter be further discussed by the Council at an upcoming worksession meeting. She asked when the Council would be reviewing the PMP project for 2017. Acting Public Works Director Anderson believed the Council to be reviewing this information in August. ARDEN HILLS CITY COUNCIL—MAY 31, 2016 8 Mayor Grant reviewed a letter he received from Land O' Lakes thanking the City for their continued partnership. Mayor Grant congratulated the City for achieving Step 1 in the GreenStep Cities initiative. He noted the City would be recognized for their efforts at the upcoming League of Minnesota Cities Conference in June. ADJOURN MOTION: Councilmember McClung moved and Councilmember Holden seconded a motion to adiourn. The motion carried unanimously (5-0). Mayor Grant adjourned the Regular City Council Meeting at 7:50 p.m. Sue Iverson David Grant Interim City Administrator Mayor It EN HILLS DRAFT Approved: June 27, 2016 CITY OF ARDEN HILLS,MINNESOTA SPECIAL CITY COUNCIL WORK SESSION MEETING MAY 31,2016 ARDEN HILLS CITY COUNCIL CHAMBERS CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor Grant called to order the City Council Work Session meeting at 7:50 p.m. Present: Mayor David Grant; Councilmembers Brenda Holden, Fran Holmes, Dave McClung and Jonathan Wicklund Absent: None Also present: Interim City Administrator Sue Iverson; City Planner Ryan Streff, Senior Planner Matthew Bachler; and City Clerk Amy Died 1. AGENDA ITEMS A. City Meeting with Master Developer -TCAAP Stacie Kvilvang, Ehlers & Associates, stated on May 2, 2016, the JDA selected a master development team for the TCAAP Property. This team consists of Alatus, Inland Development and Robert Thomas Homes. The team has been meeting with both City and County staff and held a meeting with the JDA on May 24, 2016. In order to become better acquainted and obtain City Council perspectives, the team feels it is important to also meet with the City Council. Introductions occurred between the City Council and Alatus team. She then requested the Council provide the Alatus team with feedback on TCAAP. Bob Lux, Principal at Alatus, explained he was a Minnesota native. He reviewed his work history noting he has been in the building business his entire life. He indicated he had a passion for large scale projects and was excited to be working with the City of Arden Hills on TCAAP. He thanked the City Council for all of their efforts on the Master Plan and TRC. Todd Stutz, Tradition Development Corporation and Robert Thomas Homes, introduced himself to the Council noting he was a local developer and semi-custom home builder. He described several larger developments that he had completed in the metro area. He explained Robert Thomas Homes constructed approximately 150 homes per year. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION—MAY 31, 2016 2 Kent Carlson, Inland Development Partners, stated he has been in the commercial real estate business for the past 30 years. He discussed his work history in detail with the Council and indicated he was looking forward to working with the City of Arden Hills on the TCAAP project. Tom Shaver, Inland Development Partners, reported he has been in this industry for the past 33 years. He commented on his work experience and explained he was extremely excited to be a part of this project. Mayor Grant stated he was looking forward to the Council being able to hold a discussion with Alatus. He requested Alatus describe the first 90 days of this project. Mr. Shaver discussed the work that has been taking place by Alatus at this time, noting his team was working to fully understand the environmentals, site surfaces, and subgrade conditions. All of this information had to be understood prior to any mass grading being completed and would also assist Alatus in phasing the project. Councilmember Holden wanted to see the project done right the first time and appreciated Alatus' attention to the grading details. Mr. Shaver provided further comment on the projected timeline for the TCAAP development. Councilmember Holmes asked if the sequencing of payments would change. Ms. Kvilvang did not anticipate there would be any change to the timing and sequence to the proj ect. Mayor Grant questioned what market studies were being completed for the project. Mr. Shaver explained that two parallel studies were being completed for the TCAAP project. He reported the studies were focusing on single and multi-family residential. He commented on the discussions that were being held with brokerage firms. Councilmember Holden requested further information on Alatus' vision for mixed use. Mr. Stutz believed there was such a thing as too many single family homes and too many apartments. He stated it would be important to find the right mix of diverse housing for this development to be successful in order to meet the needs of all buyers. He appreciated all of the work the Council had completed within the TRC. Mayor Grant appreciated that Alatus was going to work to find the proper mix of housing for this project,knowing there was more than one right answer. Councilmember Holden discussed the history of the TRC and noted the Council had reviewed the density on three separate occasions. She believed the proposed density was a maximum. Councilmember McClung stated he would support a higher density for the project. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION—MAY 31, 2016 3 Mr. Stutz stated he was not focusing on density per se, but rather wanted to see the project have the right mix of housing for the community. Ms. Kvilvang questioned if Alatus believed they could reach 1,431 units on the site. Mr. Stutz explained the two neighborhoods (Creek and Hill) have 350 units, which allows for the balance of 1,000 units in the Town Center. He indicated there was a need for high quality high density units, which would work for the Town Center. He stated he would work to find creative ways to put the right amenities and housing in the Town Center. Mr. Shaver commented Alatus was working to find the right mix of housing and amenities to attract both residents and corporate users to the site. Councilmember McClung discussed the extreme success of the Centennial Lakes development. He was very interested in seeing how the water feature would become an amenity on TCAAP. Councilmember Wicklund asked how the developers could make this property different than any other 200 home development in the metro area. Mr. Lux explained this started with good planning and a strong development team. He indicated this property had strong access points, high traffic counts, and there was a need for restaurants. Mr. Shaver stated entertainment and restaurant opportunities were high. He has heard there was a desire to not create two downtown areas but rather to integrate this property into existing Arden Hills. He believed that the Town Center would be a draw for the entire community which would create a connection between existing and new Arden Hills. Further discussion ensued regarding the retail and entertainment possibilities within the Town Center. Councilmember Holmes agreed that Town Center could be a uniting factor for the City due to the fact Arden Hills does not have a current downtown. Councilmember McClung wanted to see trail and sidewalk connections in order for the project to also be connected to the remainder of Arden Hills. He discussed the importance of hitting the mark the first try on the amenities included in the Town Center. Mr. Lux wanted the Town Center to be a unique space with a different environment than St. Anthony or Rosedale. This would be his challenge. Councilmember Holden questioned how the Town Center would be addressed during the winter months. Mr. Lux stated the Town Center environment could be enhanced during the winter months through seasonal planters, music and lighting. He believed that the seasons had to be embraced in order to continue to draw people to the area in the middle of winter. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION—MAY 31, 2016 4 Councilmember Holden inquired who would be responsible for the Town Center planter maintenance. Mr. Lux anticipated that the maintenance of this would be overseen by the Town Center business owners or an HOA. Ms. Kvilvang stated a special services district could also be established in order to assist with the maintenance of this area. Councilmember Wicklund asked what the biggest challenge would be for Alatus in the next six months. Mr. Stutz believed the biggest challenge would be for Alatus to get caught up on the planning efforts that have been completed to date. He stated branding was another item that would be a challenge over the coming months. Councilmember Wicklund commented it would be nice to have Arden Hills integrated into the branding, however,he was uncertain this would sell. Mr. Stutz indicated the branding would be tricky given the property's history. He understood it was critically important to pay homage to the property while also bringing the property forward to the present. Councilmember McClung agreed it would be important to tie the site to the City of Arden Hills and have it incorporated into the community. Mr. Shaver thanked the Council for this valuable feedback. He explained the branding efforts would stem from the information gathered through the market studies. Councilmember Wicklund requested the Council be provided with the information gathered from the market studies. Councilmember McClung asked how Alatus would work with both the JDA and the City. Ms. Kvilvang reported Alatus was very aware that any changes to the TRC or the Master Plan would have to come before the City Council and that all other project approvals that fit within the confines of the TRC would go before the JDA. Mr. Lux anticipated that Alatus would be holding more discussions with the City Council in order to gain feedback from the City on the vision and goals for the project throughout the planning process. He asked for comments from the Council regarding the retail center goals. Mayor Grant questioned if the development could support a big box development. Mr. Lux anticipated that a HyVee or Cub Foods would fit nicely into the development, but not a Super Target or Super Wal-Mart. He described the amenities that could be provided by HyVee if allowed to have up to 90,000 square feet of retail space. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION—MAY 31, 2016 5 Councilmember McClung believed it would be important to have an anchor to draw people to this retail site. Further discussion ensued regarding the proper size and grocer for this project. Councilmember Holden questioned how the grocery store would be tied to the Town Center. Mr. Stutz believed this would hinge on how the development was laid out and connected in order to make the site walkable. Councilmember Wicklund asked if structured parking was being considered for the Town Center. It was his opinion that structured parking would be attractive to visitors. Mr. Shaver commented this was being considered. Ms. Kvilvang asked if the 20 acres of land was enough to create an anchored retail space. Mr. Shaver believed 200,000 to 250,000 square feet of space would be enough. He stated it would be important to tie this retail to the Town Center. Councilmember Holmes understood that boutique type stores were having a hard time competing with Amazon. For this reason, she supported other big box type stores in this area. Mr. Shaver recommended that store names be discussed further after the market studies were complete. Ms. Kvilvang explained the City's biggest concern with this development was the retail/ commercial portion of the development. She indicated the long-term success of this area was critical to the entire development. Mr. Lux thanked the Council for their time and for the discussion held this evening. He indicated he and his team would continue working and focusing on the success of this development. 2. COUNCIL COMMENTS AND STAFF UPDATES None. ADJOURN Mayor Grant adjourned the City Council Work Session meeting at 9:30 p.m. Sue Iverson David Grant Interim City Administrator Mayor CONSENT ITEM-6A ,'iAZEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Council Members FROM: Sue Iverson, Director of Finance and Administrative Services, Ashley Bertrand,Accounting Analyst SUBJECT: Claims&Payroll Requested Action: 1. Motion to Approve Consent Agenda Item—Claims and Payroll Supporting Documents: Payroll 2016 Payroll #12....................................................................................$ 76,546.15 2016 Payroll #12-1.................................................................................$ 9,657.00 Total Payroll $ 86,203.15 Accounts Payable Claims Throu-ah 06/24/2016 Paid Claims(Check No 0 Department of Revenue)..............................$ 211.00 Paid Claims(Check No 45770-Check No 45834).................................$ 75,183.93 Paid Claims(Check No 45835-Check No 45836).................................$ 73,428.03 Total Accounts Payable $ 148,822.96 Total Claims $ 235,026.11 Page 1 of 1 CITY OF ARDEN HILLS PAYROLL#12 CHECKS DATED: 06/17/16 Biweekly: 05/28/16 - 06/10/16 EMPLOYEE DEDUCTIONS I AMT. I CITY BENEFIT Payment Method FIT 1 6,177.351 EFT SIT 1 2,624.681 EFT FICA Oasdi 1 3,891.941 3,891.94 EFT FICA Medicare 1 910.211 910.21 EFT TOTAL TAXES 1 13,604.181 4,802.15 Health Premium 2,304.53 0.00 A/P Check* Dental Premium A/P Check* FSA Health Care Reimb. 133.33 A/P Check* FSA Dependent Care Reimb. 208.33 A/P Check* TOTAL FLEXIBLE SPENDING 2,646.19 0.00 HSA Health Saving 770.09 Health Care Savings Plan EFT Health Care Savings Plan-2% 212.49 EFT Health Care Savings Plan-4% 517.44 EFT TOTAL HEALTH SAVINGS 1 1,500.021 0.00 PERA 3,995.99 4,610.77 EFT ICMA 855.07 0.00 EFT Central Pension Fund-Union 691.20 A/P Check" MN State Retirement System 709.86 EFT TOTAL RETIREMENT 1 6,252.121 4,610.77 IUOE 49 Dues (Union) 150.75 A/P Check* LTD/STD Insurance 0.00 A/P Check* PERA Life Insurance 32.00 A/P Check* Life/Addl/Dep Life 174.73 A/P Check* Public Employee Long Tenn Care A/P Check* UNUM 42.55 A/P Check" AFLAC 1 213.751 EFT Avesis-Vision Care 1 5.43 A/P Check' TOTAL VOLUNTARY 1 619.211 0.00 Total Employee Deductions 24,621,72€ Net Payroll Direct Deposit 42,511.51 EFT Gross Payroll Tie-Out 67,133.23 STD/LTD Gross-U Plus City Paid Benefit 9,412.92€ ICMA Benefit Held OM TOTAL PAYROLL COST EA FICA TIE-OUT Gross Payroll 67,133.23 Less Total FSA 2,646.19 Plus Employer Match ICMA 0.00 Plus ICMA Benefit Held 0.00 Net P/R Subject to FICA 64,487.04 FICA Oasdi 6.20% 3,891.94 FICA Medicare @ 1.45% 910.21'< Note:Federal and State Payroll Tax obligations are satisfied by means of utilizing the "Taxtel" Electronic Tax Deposit Service.Trans- fers are typically made two business days after the payroll date. *A/P Checks can be found on theACCOUNTSPAYABLE Check Approval report. Checks may be paid this week or the following week. CITY OF ARDEN HILLS PAYROLL#12-1 CHECKS DATED: 06/22/16 Biweekly: - EMPLOYEE DEDUCTIONS AMT. CITY BENEFIT Payment Method FIT EFT SIT EFT FICA Oasdi 0.00 EFT FICA Medicare 0.00 EFT TOTAL TAXES 1 0.001 0.00 Health Premium A/P Check* Dental Premium A/P Check* FSA Health Care Reimb. A/P Check* FSA Dependent Care Reimb. A/P Check* TOTAL FLEXIBLE SPENDING 0.00 0.00 HSA Health Saving Health Care Savings Plan 9,657.00 EFT Health Care Savings Plan-2% EFT Health Care Savings Plan-4% EFT TOTAL HEALTH SAVINGS 1 9,657.001 0.00 PERA EFT ICMA EFT Central Pension Fund-Union A/P Check" MN State Retirement System EFT TOTAL RETIREMENT 1 0.001 0.00 IUOE 49 Dues (Union) A/P Check* LTD/STD Insurance A/P Check* PERA Life Insurance A/P Check* Life/Addl/De Life A/P Check* Public Employee Long Tenn Care A/P Check* UNUM A/P Check" AFLAC EFT Avesis-Vision Care A/P Check' TOTAL VOLUNTARY 1 0.001 0.00 Total Employee Deductions 9,657,00€ Net Payroll Direct Deposit EFT Gross Payroll Tie-Out 9,657.00 STD/LTD Gross-U Plus City Paid Benefit 0.00' ICMA Benefit Held 0.00 TOTAL PAYROLL COST 9,657.00 FICA TIE-OUT Gross Payroll 9,657.00 Less Total FSA 0.00 Plus Employer Match ICMA 0.00 Plus ICMA Benefit Held 0.00 Net P/R Subject to FICA 9,657.00 FICA Oasdi 6.20% 0.00 FICA Medicare @ 1.45% 0.00'< Note:Federal and State Payroll Tax obligations are satisfied by means of utilizing the "Taxtel" Electronic Tax Deposit Service.Trans- fers are typically made two business days after the payroll date. *A/P Checks can be found on theACCOUNTSPAYABLE Check Approval report. Checks may be paid this week or the following week. Ashley Bertrand From: MN Revenue e-Services [eservices.mdor@state.mn.us] Sent: Friday, June 17, 2016 11:22 AM To: Ashley Bertrand Subject: Your Recent Return and Payment Requests This email is an automated notification and is unable to receive replies. Sales and Use Tax - Return Submitted Thank you, your request has been submitted. Please allow 3 business days for your return to appear online. Please allow 3 business days from 20-Jun-2016 for your payment to appear online. You can change or cancel this request until 5:00 p.m. Central time. Confirmation Summary Submitted Date and Time: 17-Jun-2016 11:21:23 AM Legal Name: ARDEN HILLS CITY OF Federal Employer ID: 41-6008992 User Who Submitted: Accounting Analyst Type of Request Submitted: Return for 5/31/2016 Account Name: ARDEN HILLS CITY OF Minnesota ID: 9047998 Return Summary Return Confirmation Number: 1-640-032-832 Account Type: Sales&Use Tax Filing Period: 31-May-2016 Projected Amount/Credit Due: $211.00 Payment Summary Payment Confirmation Number: 0-297-855-552 Account Type: Sales&Use Tax Filing Period: 31-May-2016 Payment Amount: $211.00 Payment Type: Return Payment Date: 20-Jun-2016 Bank Name: US BANK NA Bank Account Number: ********9377 Contact Us If you need further assistance, contact our Sales and Use Tax Division at 651-296-6181, (toll-free)800-657-3777, or(email) SaleSUSe.Tax(a�state.mn.us. Business hours are 8:00 a.m. -4:30 p.m. Monday-Friday. How to View and Print this Request You can see copies of your requests by going to the History Tab. 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If you have received this communication in error, please notify us and immediately and permanently delete this message and any attachments.Thank you. 1 Accounts Payable Checks by Date - Detail by Check Date User: ashley.bertrand Printed: 6/23/2016 5:50 AM --A DEN HILLS Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference ACH 0192 Grainger,Inc 06/16/2016 9116400509 PW Supplies PW Supplies 106.40 9116901795 PW Supplies PW Supplies 125.02 Total for this ACH Check for Vendor 0192: 231.42 ACH 0387 ICMA Retirement Trust-#302482 06/16/2016 PR Batch 00200.06.2016 ICMA Employee Dedu PR Batch 00200.06.2016 ICM 75.00 PR Batch 00200.06.2016 ICMA Employee Perce PR Batch 00200.06.2016 ICM 780.07 Total for this ACH Check for Vendor 0387: 855.07 ACH 1041 Aaron Thelen 06/16/2016 06132016-AT 5/31-6/9 Mileage Reimbursement 5/31-6/9 Mileage Reimbursen 22.14 Total for this ACH Check for Vendor 1041: 22.14 ACH 1782 Willie McCray 06/16/2016 207 6/6-6/9 Umpiring Services 6/6-6/9 Umpiring Services 486.00 Total for this ACH Check for Vendor 1782: 486.00 ACH 4889 Community Footworks 06/16/2016 06092016-CF June 2016 Foot Clinic June 2016 Foot Clinic 217.60 Total for this ACH Check for Vendor 4889: 217.60 ACH 5596 Jamar Company 06/16/2016 455336 Streets Supplies Streets Supplies 140.00 455572 Streets Supplies Streets Supplies 140.00 Total for this ACH Check for Vendor 5596: 280.00 ACH 5643 Ryan Streff 06/16/2016 06092016-RS Feb-May 2016 Expense Report Feb-May 2016 Expense Repoi 21.00 06092016-RS Feb-May 2016 Expense Report Feb-May 2016 Expense Repoi 120.42 Total for this ACH Check for Vendor 5643: 141.42 45770 0600 315800-NCPERS Minnesota 06/16/2016 3158616 May 2016 Payroll Deductions May 2016 Payroll Deductions 64.00 Total for Check Number 45770: 64.00 45771 UB*00168 Anoka Hennepin Credit Union 06/16/2016 Refund Check 308.00 Total for Check Number 45771: 308.00 45772 1929 Bateman,Laura 06/16/2016 06102016-LB Valentine Hills Track Coach Valentine Hills Track Coach 927.27 AP Checks by Date-Detail by Check Date(6/23/2016 5:50 AM) Page 1 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for Check Number 45772: 927.27 45773 UB*00165 Katherine Breen 06/16/2016 Refund Check 5.16 Total for Check Number 45773: 5.16 45774 CPF1 Central Pension Fund 06/16/2016 05132016-CPF May 2016 Contributions May 2016 Contributions 1,221.12 Total for Check Number 45774: 1,221.12 45775 40010 City of New Brighton 06/16/2016 06102016-CNB Track Payment Reimbursement Track Payment Reimbursemei 274.07 Total for Check Number 45775: 274.07 45776 UB*00166 John&Pat Floeder 06/16/2016 Refund Check 3.47 Total for Check Number 45776: 3.47 45777 FISG Gary L.Fischler&Assoc,PA 06/16/2016 7531 Leadership&Management Assessment Leadership&Management A� 1,195.00 Total for Check Number 45777: 1,195.00 45778 UB*00172 Jamie Halleekson 06/16/2016 Refund Check 90.00 Total for Check Number 45778: 90.00 45779 8050 International Institute of Municipal Clerks 06/16/2016 14426-2016 Iverson Dues Iverson Dues 155.00 Total for Check Number 45779: 155.00 45780 0147 ISD 621-Mounds View Community Ed 06/16/2016 1604-0163 6/7 Rental 6/7 Rental 14.85 6382 4/19-5/17 Room Rental 4/19-5/17 Room Rental 60.00 6383 4/27-5/25 Room Rental 4/27-5/25 Room Rental 60.00 6384 4/26-5/24 Room Rental 4/26-5/24 Room Rental 60.00 6385 4/26-5/31 Room Rental 4/26-5/31 Room Rental 83.70 Total for Check Number 45780: 278.55 45781 UB*00173 Jerad Kaufmann 06/16/2016 Refund Check 18.88 Total for Check Number 45781: 18.88 45782 UB*00167 Michael Kreidler 06/16/2016 Refund Check 4.53 Total for Check Number 45782: 4.53 45783 UB*00164 Landmark of Arden Hills LLC 06/16/2016 Refund Check 152.32 Total for Check Number 45783: 152.32 45784 0222 League of Minnesota Cities 06/16/2016 AP Checks by Date-Detail by Check Date(6/23/2016 5:50 AM) Page 2 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference 236162 2016 Clerks Orientation Conference 2016 Clerks Orientation Confi 500.00 Total for Check Number 45784: 500.00 45804 UB*00170 Keith Lunzer 06/16/2016 Refund Check 3.63 Total for Check Number 45804: 3.63 45805 0778 MCFOA Region IV 06/16/2016 06072016-JH MCFOA Membership Dues-Hanson MCFOA Membership Dues-H 35.00 Total for Check Number 45805: 35.00 45806 5443 Metro Products,Inc. 06/16/2016 117528 PW Supplies PW Supplies 69.22 Total for Check Number 45806: 69.22 45807 1302 Meyer Contract Inc. 06/16/2016 06132016-MC Payment#I I Round Lake Road Payment#I I Round Lake Roa 1,015.79 Total for Check Number 45807: 1,015.79 45808 7025 On Site Sanitation 06/16/2016 0000255701 Restroom Rental Fees Restroom Rental Fees 505.00 Total for Check Number 45808: 505.00 45809 0298 Pitney Bowes-Meter Service 06/16/2016 3100157031 Feb-Apr 2016 Postage Lease Feb-Apr 2016 Postage Lease 1,241.34 Total for Check Number 45809: 1,241.34 45810 1074 Precision Landscape&Tree 06/16/2016 5654 Tree Services Tree Services 892.50 Total for Check Number 45810: 892.50 45811 3100 Provident Life and Accident Ins Co 06/16/2016 9672443-0516 May 2016 UNUM Premium May 2016 UNUM Premium 85.10 Total for Check Number 45811: 85.10 45812 0811 Ramsey County 06/16/2016 FLEET-000043 Feb 2016 Labor/Parts Feb 2016 Labor/Parts 2,448.50 FLEET-000043 Feb 2016 Labor/Parts Feb 2016 Labor/Parts 1,749.02 FLEET-000047 Mar 2016 Labor/Parts Mar 2016 Labor/Parts 747.00 FLEET-000047 Mar 2016 Labor/Parts Mar 2016 Labor/Parts 1,975.44 FLEET-000056 Apr 2016 Labor/Parts Apr 2016 Labor/Parts 1,413.55 FLEET-000056 Apr 2016 Labor/Parts Apr 2016 Labor/Parts 3,361.50 PUBW-015490 Street Signs Street Signs 551.63 Total for Check Number 45812: 12,246.64 45813 UB*00169 David Sand 06/16/2016 Refund Check 165.13 Total for Check Number 45813: 165.13 45814 UB*00171 Kelby Souhrada 06/16/2016 Refund Check 1.40 AP Checks by Date-Detail by Check Date(6/23/2016 5:50 AM) Page 3 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for Check Number 45814: 1.40 45815 0327 Staples Business Advantage 06/16/2016 3302904825 Office Supplies Office Supplies 89.96 Total for Check Number 45815: 89.96 45816 0438 Taylor Swanson 06/16/2016 06102016-TS Valentine Hills Track Coach Valentine Hills Track Coach 927.27 Total for Check Number 45816: 927.27 45817 0925 T-Mobile 06/16/2016 0622016-TMobile May 2016 Tablet Charges May 2016 Tablet Charges 388.61 Total for Check Number 45817: 388.61 Total for 6/16/2016: 25,097.61 ACH 0189 Gopher State One-Call,Inc. 06/23/2016 6050159 May 2016 Locates May 2016 Locates 111.15 6050159 May 2016 Locates May 2016 Locates 111.15 6050159 May 2016 Locates May 2016 Locates 111.15 Total for this ACH Check for Vendor 0189: 333.45 ACH 0285 Xcel Energy 06/23/2016 503293159 Apr/May Utility Expenses Apr/May Utility Expenses 904.52 503293159 Apr/May Utility Expenses Apr/May Utility Expenses 1,705.39 503293159 Apr/May Utility Expenses Apr/May Utility Expenses 161.66 503293159 Apr/May Utility Expenses Apr/May Utility Expenses 2,431.83 503293159 Apr/May Utility Expenses Apr/May Utility Expenses 746.38 Total for this ACH Check for Vendor 0285: 5,949.78 ACH 0320 Health Partners 06/23/2016 66292873 July 2016 Dental Premium July 2016 Dental Premium 91.25 66292873 July 2016 Dental Premium July 2016 Dental Premium 1,006.74 Total for this ACH Check for Vendor 0320: 1,097.99 ACH 1223 Adam's Pest Control,Inc. 06/23/2016 2423568 June 2016 Pest Control June 2016 Pest Control 62.54 Total for this ACH Check for Vendor 1223: 62.54 ACH 1330 MN CLN SERVICES LLC 06/23/2016 0616NNOI May 2016 Cleaning Services May 2016 Cleaning Services 1,478.75 Total for this ACH Check for Vendor 1330: 1,478.75 ACH 1782 Willie McCray 06/23/2016 208 6/13-6/16 Umpiring Services 6/13-6/16 Umpiring Services 226.00 Total for this ACH Check for Vendor 1782: 226.00 ACH 3596 Moser,Mark 06/23/2016 06142016-MM June 2016 Uniform Expense Reimbursement June 2016 Uniform Expense 1 117.94 AP Checks by Date-Detail by Check Date(6/23/2016 5:50 AM) Page 4 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for this ACH Check for Vendor 3596: 117.94 ACH 7501 Kelly&Lemmons,P.A. 06/23/2016 45049 May 2016 Prosecution May 2016 Prosecution 1,965.92 Total for this ACH Check for Vendor 7501: 1,965.92 ACH TOII Tokle Inspections,Inc 06/23/2016 06012016-Tokle May 2016 Inspections May 2016 Inspections 2,579.20 Total for this ACH Check for Vendor TOII: 2,579.20 ACH 0243 Metropolitan Council-Waste Water 06/23/2016 0001056482 July 2016 Wastewater Service Charges July 2016 Wastewater Service 56,551.77 Total for this ACH Check for Vendor 0243: 56,551.77 45818 2597 AARP 06/23/2016 06142016-AARP June 2016 AARP Class June 2016 AARP Class 75.00 Total for Check Number 45818: 75.00 45819 0131 Beisswenger's How-To Store 06/23/2016 728350 PW Supplies PW Supplies 7.78 731484 PW Supplies PW Supplies 5.30 731725 PW Supplies PW Supplies 18.58 731855 PW Supplies PW Supplies 91.60 731959 PW Supplies PW Supplies 26.96 732379 PW Supplies PW Supplies 46.98 737236 PW Supplies PW Supplies 39.16 Total for Check Number 45819: 236.36 45820 1800 Bel Air Elementary 06/23/2016 06102016-BAE Bussing Expenses Bussing Expenses 960.00 Total for Check Number 45820: 960.00 45821 0319 City of Roseville 06/23/2016 0221485 May 2016 IT Expenses May 2016 IT Expenses 3,489.58 0221516 May 2016 Phone Expenses May 2016 Phone Expenses 447.22 Total for Check Number 45821: 3,936.80 45822 3698 Shaila Cunningham 06/23/2016 06152016-SC Adult Yoga Classes Adult Yoga Classes 1,052.80 Total for Check Number 45822: 1,052.80 45823 9508 Exceptional Homes 06/23/2016 2014-00893 GE#2014-00893 Refund GE#2014-00893 Refund 2,680.21 Total for Check Number 45823: 2,680.21 45824 3194 Kathleen Fohren Kamm 06/23/2016 06062016-KFK Refund Registration Fee Refund Registration Fee 40.00 Total for Check Number 45824: 40.00 45825 5646 Forest Lake Contracting,Inc. 06/23/2016 5813 Final Payment:Lights TH51 Bridge Final Payment:Lights TH51 1 10,879.75 AP Checks by Date-Detail by Check Date(6/23/2016 5:50 AM) Page 5 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for Check Number 45825: 10,879.75 45826 0916 Lakes Country Service Coop 06/23/2016 CI073HA9-0716 July 2016 Health Insurance July 2016 Health Insurance 5,514.00 CI073HB7-0716 July 2016 Health Insurance July 2016 Health Insurance 2,958.00 CI073HB7-0716 July 2016 Health Insurance July 2016 Health Insurance 986.00 CI073HE1-0716 July 2016 Health Insurance July 2016 Health Insurance 403.00 CI073HE1-0716 July 2016 Health Insurance July 2016 Health Insurance 403.00 Total for Check Number 45826: 10,264.00 45827 0257 Minnesota Dept.of Health 06/23/2016 05182016-MDH Q2 2016 Water Supply Service Fee Q2 2016 Water Supply Service 4,164.00 Total for Check Number 45827: 4,164.00 45828 1208 Premium Waters,Inc 06/23/2016 610207-05-16 City Hall Supplies-May 2016 City Hall Supplies-May 2016 36.43 613317-05-16 City Hall Supplies-May 2016 City Hall Supplies-May 2016 137.88 Total for Check Number 45828: 174.31 45829 1740 Theresa Rieke 06/23/2016 06092016-TR Summer Yoga Refund Summer Yoga Refund 80.00 Total for Check Number 45829: 80.00 45830 1193 SelectAccount 06/23/2016 1149425 June 2016 Participant Fees June 2016 Participant Fees 35.87 Total for Check Number 45830: 35.87 45831 0327 Staples Business Advantage 06/23/2016 3303370257 Office Supplies Office Supplies 37.25 3303439364 Office Supplies Office Supplies 70.13 Total for Check Number 45831: 107.38 45832 0105 Brittney Swanson 06/23/2016 06102016-BS Valentine Hills Track Coach Payment Valentine Hills Track Coach P 927.27 Total for Check Number 45832: 927.27 45833 0576 TimeSaver Off Site Secretarial 06/23/2016 M22142 5/16 CC Mtg 5/16 CC Mtg 330.00 Total for Check Number 45833: 330.00 45834 1052 Xtreme Electrical Services 06/23/2016 2016-00595 2016-00595 Permit Refund 2016-00595 Permit Refund 1.00 2016-00595 2016-00595 Permit Refund 2016-00595 Permit Refund 330.00 Total for Check Number 45834: 331.00 45835 0841 Ehlers&Associates,Inc. 06/23/2016 70650 May 2016 TCAAP Expenses May 2016 TCAAP Expenses 9,082.50 Total for Check Number 45835: 9,082.50 45836 0282 Republic Services H899 06/23/2016 0899-002861935 May 2016 Recycling May 2016 Recycling 7,793.76 AP Checks by Date-Detail by Check Date(6/23/2016 5:50 AM) Page 6 Check No Vendor No Vendor Name Check Date Check Amount Invoice No Description Reference Total for Check Number 45836: 7,793.76 Total for 6/23/2016: 123,514.35 Report Total(65 checks): 148,611.96 AP Checks by Date-Detail by Check Date(6/23/2016 5:50 AM) Page 7 CONSENT ITEM—6B ,!t --ARZEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Council FROM: Sue Iverson, Interim City Administrator/Director of Finance and Administrative Services SUBJECT: Approve 2015 City Financial Statements & Audit Staff Recommendation: Motion to accept the 2015 City of Arden Hills financial report and audit results as presented. Background/Discussion: The 2015 financial statements and audit results are completed and a presentation is scheduled to be made to the City Council by the City's auditor, Aaron Neilson of MMKR as previously noted in a preceding agenda item. CONSENT ITEM—6C T� EN HILLS MEMORANDUM DATE: June 27,2016 TO: Honorable Mayor and City Council FROM: Sue Iverson,Interim City Administrator/Director of Finance and Admin Services Dave Perrault,Finance Analyst SUBJECT: 2015 4"'Quarter Financial Reports Background/Discussion Attached are the 41h Quarter Actuals for 2015. Overall total expenditures were below budget mostly due to capital expenditures, vacant positions, and lower maintenance costs than in previous years. Overall Operating revenues ran higher than expected due to greater than anticipated revenues across multiple funds including building permits, water tower rentals, planning fees, tax increment increases, and utility revenues. General Fund revenues ran over budget while operating expenditures ran under budget estimates. For 2015, the actual amount of General Fund Revenues over Expenditures was $719,559. Revenues were up $311,602 over budget primarily due to permit fees, water tower antenna rentals, and plan check fees. Expenditures were down $460,186 primarily due to staff vacancies and lower park and street maintenance costs than expected. (Please refer to the attached reports for details). An Investment Portfolio has also been included with these financial reports. Per the Investment Policy, our Benchmark Rate is the 4M plus Rate. At December 31, 2015 — this rate was 0.06% and our portfolio is averaging 2.553%. All of our investments are in government secured or government backed deposits. The section listed at the top of the portfolio are the "liquid" investments that we can access at any time. We are trying to stay diversified in this area and we will be transferring between these accounts. We are working on cash flows with the PMP and other CIP projects, along with the utility billing cycles to determine how much we can invest and for what time periods. Staff Recommendation Staff requests that Council accept the 4th Quarter 2015 Financial Reports. Attachments Attachment A: Investment Portfolio Analysis Attachment B: General Fund Revenues and Expenditures Summary Attachment C: City-Wide Revenues and Expenditures Summary City of Portfolio rtfolio n Attachment A Investment Portfolio Analysis December 31,2015 Brokerbge:.:.'.LastPutch .Matdrit�7.:Nekf Call'.'AHg Tyda: .'Jrfvedtmi'ntDeScrfptibn'.'.'.'.Cafegbry:.Conced-.'.'Fac 7Cdst'.'.Yieldtb.'.'.Andual zey '.'. .'Intp-a t'. ;4obrubd •Defe•' •Date•'•'Date'•'Matufi •CUS1P'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'•'Total'•'{ration' •'Matuti '•'Gdst YieIb Xrnounf•' •Market'Value' •'BetneiJ NTD .Interest' 4M Fund 30 Da s MM MN Munici al Li uid Asset Fund General 22% $241,069.84 0.020% $48.21 $241,069.84 182.83 4M Fund 30 Days MM MN Munici al Li uid Asset Fund Pa roll 0% 0.020% 4M PLUS Fund 90 Days MM MN Municipal PLUS Fund General 0% 10.37 0.060% 0.01 10.37 4M PLUS Fund 90 Days MM MN Munici al PLUS Fund PIR 0% 0.25 0.050% 0.00 0.25 Affini Plus 30 daysMM Share-S1 Affinity Plus Share Account 0% 372.15 0.100% 0.37 372.15 2.02 Affini Plus 12/31/17 12/31/17 1.00 Yr MM/CD 116 60 Month Certificate 9% 103,800.95 1.243% 1,290.25 103,800.95 1,281.61 Affni Plus 12/31/17 12/31/17 1.00 Yr MM/CD 148 Step-Up te-U CD 23% 254,671.92 0.613% 1,561.14 254,671.92 2,809.59 Affni Plus 12/31/16 12/31/16 1.0 Yr MM/CD 194 WAHOO Certificate 2% 25188.15 0.125% 31.49 25188.15 25.36 W eIIs Faro Securities 30 Da s MM Wells Faro Govt MM Fund 36% 400,522.86 0.010% 40.05 400,522.86 104.78 Saloman Smith Barne 30 Days MM SB Cash ClearingAccount 1% 10 299.40 0.010% 1.03 10 299.40 RBC Wealth Mana em ent 30 Days MM RBC Wealth Management MM Fund 6% 64,530.60 0.010% 6.45 64,530.60 4.36 Wells Fargo Advisors 30 Days MM Wells Fargo Adv 100%Treasury MM Fund 2% 18 556.10 0.001% 0.19 18 556.10 0.12 Sub-Total 11% 1119022.59 0.266% 2979.18 $1119022.59 4410.67 US Bank Commercial 09/01/15 04/01/16 04/01/16 .40 Yr CP US Bank Commercial Paper 1% 100 196.87 0.100% 100.20 100 196.87 101.54 12.80 RBC Wealth Management 03/28/13 03/29/18 03/28/16 2.25 Yr CD 94986TFW WeIIs Far o BK N A SA N 1% 95 000.00 1.000% 950.00 94 898.35 1,8 7.81 RBC Wealth Mana ement 11/08/13 08/08/23 04/08/16 7.00 Yr CD 20084TGS6 Com mercewest Bank N A Calif 2% 240,517.810 3.150% 7,576.31 240,542.40 6,938.62 476.38 RBC Wealth Mana em ent 12/03/13 10/31/23 04/30/16 7.50 Yr CD 06427JAA8 Bank of Bluffs ILL 1% 140 674.590 3.250% 4,571.92 141 232.65 4,582.49 RBC Wealth Mana em ent 12/05/13 07/15/26 07/15/23 10.50 Yr Muni 594381 FQ3 Michigan CityIND SCH BLDG 3% 257,984.380 4.650% 11,996.27 262,955.00 11,625.00 5,360.42 RBC Wealth Mana em ent 09/20/12 09/20/27 06/20/16 11.75 Yr Agency 3136GOB67 Federal National Mt Assn 2% 200 000.00 2.250% 4,500.00 198 172.00 4,500.00 1,262.50 RBC Wealth Mana em ent 07/25/13 02/22/28 02/22/16 12.00 Yr A enc 3136G1CR8 Federal National Mt Assn 5% 482,750.00 3.000% 14,482.50 501,565.00 15,000.00 5,375.00 RBC Wealth Mana em ent 07/31/14 07/31/34 07/31/19 18.50 Yr CD 94986TRD1 Wells Faro Bank N CA 1% 150 172.60 3.000% 4,505.18 150 190.50 4,223.98 752.06 RBC Wealth Mana ement 09/24/14 02/01/20 N/A 4.0 Yr Muni 269408MHO Eagan Minn Tax Incr Bds 2013A 0% 0.00 2.101% 0.00 0.00 1 1,428.44 RBC Wealth Management 11/28/14 02/15/20 N/A 4.0 Yr Muni 235218144 Dallas Texas,GO Series B 0% 0.00 2.150% 0.00 0.00 2,290.80 M m RBC Wealth ana eent 12/12/14 02/01/24 N/A 8.00 Yr Muni 537020RW1 Little Canada Minn Taxable GO 1% 146 505.09 5.200% 7,618.26 138 608.60 6 760.00 2,816.67 RBC Wealth Mana em ent 11/21/14 06/25/18 N/A 2.50 Yr A enc 3134G46R4 FH LMC 0% 0.00 1.371% 0.00 0.00 1,947.45 RBC Wealth Mana em ent 11/20/14 11/28/16 N/A 1.00 Yr CD 59013JCE7 Merrick Bank South Jordan Utah 2% 247000.00 1.000% 2470.00 247093.86 2266.97 20.30 RBC Wealth Mana em ent 05/21/15 05/21/20 02/21/16 4.50 Yr Agency 3130A56M6 Federal Home Loan Bank 1% 100,000.00 1.000% 1,000.00 100,052.00 500.00 111.11 RBC Wealth Mana em ent 06/01/15 06/30/21 N/A 5.50 Yr Muni 686053CL1 Ore on Sch Brds Assn LTD Tax P 3% 296 624.10 0.000% 0.00 293 474.25 0.00 RBC Wealth Mana em ent 08/06/15 08/20/20 N/A .25 Yr CD 14042E5F3 Ca ital One Bank BA 1% 100,000.00 2.300% 2,300.00 99,700.00 0.00 932.60 RBC Wealth Mana ement 08106115 08/05/20 N/A .25 Yr CD 140420UC2 Capital One Mclean VA 1% 100 000.00 2.300% 2,300.00 99 700.00 0.00 932.60 RBC Wealth Mana em ent 08/12/15 08/12/20 N/A .25 Yr CD 38148JB83 Goldman Sachs 2%1 245,000.00 2.350% 5,757.50 244,750.10 2,224.13 Morgan Stanley 12/19/12 12/19/19 05/19/16 4.00 Yr CD 1728AQ4C9 Salt Lake City UT 2% 245,000.00 1.600% 3,920.00 245,784.00 3,920.00 128.52 Morgan Stanley 12/21/12 12/21/17 N/A 2.00 Yr CD 856284J21 New York NY 2% 245 000.00 1.200% 27940.00 239 556.10 2,940.00 80.32 Wells Far o Securities 05/21/13 01/01/15 N/A 0 Yr Muni 483836PK2 Kane Cook&DU Page Coun s II Debt Cert. 0% 6.125% (37,442.22 Wells Faro Securities 01/07/09 02/01/17 N/A 1.00 Yr Muni 688443J27 Osseo MN Sch Dist 279-OPEB 3% 259,692.50 6.000% 15,581 55 262,710.00 15,000.00 6,250.00 Wells Far o Securities 01/19/12 02/01/18 N/A 2.00 Yr Muni 6621406G2 North St Paul-Ma lewood Muni 2% 179,792.17 5.000% 8,989.61 160,071.00 7,500.00 3,118.21 Wells Faro Securities 07/24/12 09/01/18 N/A 2.75 Yr Muni 591852UX4 Metro olitan Council MN GO Series 2012 F 2% 200,166.11 1.300% 2,602.16 199,438.00 2,600.00 866.67 WeIIs Faro Securities 08/12/11 10/01/18 N/A 2.75 Yr Muni 679384BQ9 Olathe KS BAB 3% 280 586.39 4.000% 11 223.46 265 580.00 10 000.00 2,500.00 Wells Far Securities 01/11/11 06/15/19 N/A 3.50 Yr Muni 2596309VC3 Elkhorn Sch Dist BAB-Dou las co NE 3% 286,174.02 4.796% 13,724.91 293,182.20 12,949.20 575.52 WeIIs Faro Securities 08/25/11 12/01/19 12/01/16 4.00 Yr Muni 602245UK6 Milwaukee Cnt Pension Prom Note 3% 278607.00 5.830% 16242.79 258 360.75 29 042.50 1,129.56 Wells Faro Securities 07/24/12 09/01/21 N/A 5.75 Yr Muni 591852VA3 Metro olitan Council MN GO Series 2012 F 1% 150,182.08 1.900% 2,853.46 146,241.00 2,850.00 950.00 WeIIs Faro Securities 08/12/11 10/21/21 10/01/19 5.75 Yr Muni 602245XE7 Milwaukee Cn GO Series 4% 389 251.04 4.550% 17 710.92 375 945.50 0.00 3,981.25 Wells Fargo 12/24/12 06/07/22 03/28/16 6.50 Yr Agency 313381060 FHLB Agency 5% 500,491.11 2.080% 10,410.22 491,458.50 10,400.00 693.33 Wells Faro Securities 08/12/11 02/21/23 N/A 7.00 Yr Muni 613868JS8 Montgomery,MN ISD#349 0% 5.000% (17,729.44 Wells Faro Securities 06/27/11 12/01/23 12/01/18 8.00 Yr Muni 68825ER27 C of Oshkosh BAB 7% 655,579.81 5.500% 36,056.89 644,327.20 32,450.00 2,707.17 WeIIs Far o Advisors 12/27/12 12/27/22 03/27/16 7.00 Yr Agency 313381-GY-5 FHLBMSUB,Callable 11% 1,100,000.00 1.500% 16,500.00 1,096,810.00 9,625.00 213.89 Wells Fargo Advisors 06/13/12 06/13/17 N/A 1.50 Yr CD 254671-CP-3 Discover Bank 2% 200 000.00 1.750% 3,500.00 201 568.00 3 500.00 182.19 Wells Far o Advisors O6/08/12 O6/21/22 N/A 6.50 Yr CD 36157P-FB-O GE Ca ital Retail Bank 2% 245,000.00 2.000% 4,900.00 247,697.45 4,900.00 322.20 Wells Fargo Advisors 11/28/14 11/28/18 N/A 2.75 Yr CD 02587DWJ Am Ex Centr Bk Salt Lk C UT 2% 245 000.00 2.000% 4,900.00 246 952.65 4,900.00 456.44 WeIIs Far o Advisors 12/12/14 12/12/22 N/A 6.75 Yr Agency 3130A3JC9 FHLBMSUCB,Callable 0% 2.000% 13,975.00 Wells Far o Advisors 07/16/14 1 07/16/19 N/A 3.50 Yr CD 06740K-HF-7 Barcla s BK Delaware 1% 150 000.00 2.050% 3,075. 150 900.00 3,075.00 1,423.77 Wells Far o Advisors 08/20/14 02/28/24 03/18/16 8.00 Yr CD 99000E-HQ-4 Worlds Foremost Bank 2% 200,000.00 2.000% 4,000.00 198,948.00 3,660.31 131.51 Wells Fargo Advisors 03/05/15 03/18/20 06/18/16 4.25 Yr CD 48125T3E3 JP Morgan Chase Callable 2% 245 000.00 2.050% 5 022.50 245 852.60 4,123.81 192.64 Sub-Total Fixed Rate Instruments 89% 8,957,947.67 2.839% 254,281.60 8,884,514.53 186,251.85 46,187.57 Sub-Total Zero Coupon Instruments Cost 0% 0.00 0.000% 0.00 0.00 Zero Instruments Interest Accretion 0.00 Zero Instruments Book Carrying Value 0.00 0.00 0.00 Total Investments 100% 1 $'10 076 970.26 2.553% $257 260.79 1 $10,003,537.121 $190 662.52 $46 187.57 =callable Overall Annualized Rate of Return 2.553% Interest Rec'2015 $190,662.52 Annualized Rate of Return w/o Money Market 2.839% 2014 Int Rec'd 2015 $64,258.20 2015 Int not Rec'd $46,187.57 Benchmark-4M Plus Rate 0.060% Total 2015 Int Income $172,591.89 City Arden Hills Attachment B General Fund Revenues QTR 4 2016 Adopted Amended Actual Budget YTD FY 2015 FY 2015 FY20i.5 AvaAabte %of Budget Operating Revenue Mayor&Council $ - $ $ $ - 0.00% Elections - - 0.00% Administration 3,628,770 3,628,770 3,521,896 106.874 97.05% Finance&Administrative Services 69,970 69,970 96,807 (26,837) 138.35% TCAAP - - - - 0.00% Planning&Zoning 17,373 17,373 22,398 (5,025) 128.92% Government Buildings 91,684 91,684 98,185 (6,501) 107,09% Police&Animal Control 86,094 86,094 83,696 2,398 97.21% Dispatch - - - 0,00% Fire Protection - - - 0.00% Emergency Management - - - 0.00% Protective Inspections 271,300 271,300 627,842 (356,542) 231.42% Street Maintenance 80,550 80,550 91,586 (11,036) 113,70% Park Maintenance 8,230 8,230 5,612 2,618 68.19% Recreation 97,000 97,000 114,551 (17,551) 118.09% Celebrating Arden Hills - - - - 0.00% Transfers - 0.00% Total Operating Revenues 4,350,971 4,350,971 4,662,573 (311,602) 107.16% Other Financlng_S_ou_rces Mayor&Council - - 0.00% Elections - - - 0.00% Administration - - 0.00% Finance&Administrative Services - - 0.00% TCAAP - - 0.00% Planning&Zoning - - 0.00% Government Buildings - 0.00% Police&Animal Control - - 0.00% Dispatch - 0 00% Fire Protection - 0 00% Emergency Management 0 00% Protective Inspections - - 0.00% Street Maintenance - - 0 00% Park Maintenance - - 0.00% Recreation - - 0.00% Celebrating Arden Hills - - 0.00% Transfers - - 0 00% Total Other Financing Sources - - - 0.00% Total General Fund $ 4,360,971 $ 4,350,971 $ 4,662,573 (311,602) 107 16% City of Arden Hills General Fund Expenditures QTR 4 2016 Adopted Amended Actual Budget YTD FY 2015 FY 2015 FY2015 Available %of Bud et Operating Expenses Mayor&Council $ 89,654 $ 66,654 $ 58,130 $ 8,524 87.21% Elections 23,000 23,000 19,438 3.562 84.51% Administration 285,447 285,447 245,607 39,840 86.04% Finance&Support Services 179,322 179,322 162,545 16,777 90.64% TCAAP 159,157 159,157 139,812 19,345 87.85% Planning&Zoning 201,228 201,228 170.629 30,599 84.79% Government Buildings 211.208 211,208 219,669 (8,461) 104.01% Police&Animal Control 1,087,872 1,087,872 1,083,893 3,979 99.63% Dispatch 69,468 69,468 68,328 1,140 98.36% Fire Protection 459,179 459,179 459,179 - 100.00% Emergency Management 13,504 13,504 2,580 10,924 19.11% Protective Inspections 292,515 292,515 306,299 (13,784) 104.71% Street Maintenance 524,986 524,986 336,397 188,589 64,08% Park Maintenance 502,878 502,878 325,706 177,172 64.77% Recreation 229,858 229,858 247,878 (18,020) 107.84% Celebrating Arden Hills - - 0.00% Reserves/Contingency - - - 0-00% Transfers 80,000 80,000 SO ND D 100.00% Total Operating Expenses 4,409,276 4,386.276 3,926,090 460,186 89.51% Capital Outlay Mayor&Council - - - - 0.00% Elections - - - - 0,00% Administration - - - 0.00% Finance - - - 0.00% TCAAP - - - - 0.00% Planning&Zoning - - • ` 0.00% Government Buildings - - - 0.00% Police&Animal Control - - - - 0.00% Dispatch - - - - 0.00% Fire Protection - - - - 0.00% Emergency Management - - - - 0.00% Protective Inspections - - - - 0.00% Street Maintenance - - - 0,00% Park Maintenance - - - 0.00% Recreation - - - 0.00% Celebrating Arden Hills - 0.00% Transfers 0,00% Total Capital Outlay - - 0,00% Other FInanclnn Uses_ TCAAP - 0.00% Total Other Fiancln Uses - - - - 0.00% Total General Fund $ 4,409,276 $ 4,386,276 $ 3,926,090 460,186 89,51% Attachment C City of Arden Hills City-Wide Budget Summary QTR 4 2015 Revenues Adopted Amended Actual Balance YTD FY 2015 FY 2015 FY2015 Available I of Butl et Ooeratincr Revenue Mayor&Council $ $ - $ $ 0 00% Elections - - 0.00% Administration 3,628,770 3,628,770 3.521,896 106,874 97.05% Finance&Administrative Services 69,970 69,970 96,807 (26,837) 138.35% TCAAP - - - 0.00% Planning&Zoning 17,373 17,373 22,398 (5,025) 128.92% Government Buildings 91,684 91,684 98,185 (6,501) 107.09% Police&Animal Control 86,094 86,094 83,696 2,398 9T21% Dispatch - - - - U0% Fire Protection - - - 0.00% Emergency Management - - 0.00% Protective Inspections 271,300 271,300 627,842 (356,542) 231.42% Street Maintenance 80,550 80,550 91,586 (11,036) 11170% Park Maintenance 8,230 8,230 5,612 2,618 68.19% Recreation 97,000 97,000 114,551 (17,551) 118.09% Celebrating Arden Hills - - - 0-00% Transfers - 0-00% Total General Fund 4,350,971 4,350,971 4,662,573 (311,602) 107.16% Cable.Fund 97,000 97,000 78,543 18,457 80.97% EDA General Fund 64,000 64,000 69,000 (5,000) 107.81% EDA Revolving Fund 2,500 2,500 3,264 (764) 130.57% EDA TIF#2 Round Lake 350,200 350,200 428,481 (78.281) 122.35% EDA TIF#3 Cottage Villas 49,000 49,000 74,782 (25,782) 152.62% EDA TIF#4 Pres Homes 95,200 95,200 1147,50 52.308 154,95% Total Special Revenue Funds 657,900 657,900 801,578 (143,678) 121.84% G❑Tax Increment Bonds of 1998A 0.00% Total Debt Service Funds - 0-00% Equipment,Bldg&Replacement - - 0-00% Public Safety Capital 25,000 25,000 28,326 (3,326) 113.30% Parks Fund - - 51,360 (51,360) 0.00% TCAAP Capital - 1,701 (1,701) 0.00% Capital Improvement Fund(PIR) 1,8.50,000 1,850,000 2,440,750 (560,750) t 31.030/4 Total Capital Funds 1,875,000 1,875.000 2,522,137 (647,137) 134.51% Water 2,279,055 2,279,055 2,123,459 155,596 93.17% Sanitary Sewer 1,762,325 1,762,325 1,856,379 (94,054) 105.34% Recycling 157,460 157,460 254,582 (97,122) 161.68% Surface Water Management 683,065 683,005 79 239 1l]8,174 115.98% Total Enterprise Funds 4,881,905 4,881,905 5,026,658 (144,753) 102.97% Risk Management 371,712 389,012 390,896 (1,884) 100.48% Engineering 148,235 148,235 159,193 (10,958) 107.39% Central Garage 227,431 227,431 180,997 46,434 79.58% Technology 149,794 149.794 164.107 (14,313) 109.56% Total Internal Service 897,172 914,472 895,192 19,280 97.89% Total 0 eratin Revenues 12,662948 12.680.240 13,908J38 1227890 109.68% Adopted Amended Actual Balance YT❑ FY 2015 FY 2015 FY2015 Available %of Bud et Other FinancirigSources Mayor&Council 0.00% Elections 0.00% Administration 0.00% Finance&Administrative Services 0.00% TCAAP 0-00% Planning&Zoning - - ' 0.00% Government Buildings - 0.00% Police&Animal Control 0.00% Dispatch 0.00% Fire Protection 0,00% Emergency Management - 0.00% Protective Inspections - 0.00% Street Maintenance - 0,00% Park Maintenance 0.00% Recreation 0.00% Celebrating Arden Hills U0% Transfers 0.00% Total General Fund - 0.00% Cable Fund 0.00% EDA General Fund 30,000 30,000 30,000 100.00% EDA Revolving Fund - - - 0.00% EDA TIF#2 Round Lake 0.00% EDA TIF#3 Cottage Villas 0.00% EDA TIF#4 Pres Homes - 0.00% Total Special Revenue Funds 30,000 30,000 30,000 - 100.00% GO Tax Increment Bonds of 1998A 284.900 284.900 284,900 100.00% Total Debt Service Funds 284,900 284,900 284,900 100.00% Equipment,Bldg&Replacement 280,765 280.765 290,030 (9,265) 103.30% Public Safety Capital - - 0.00% Parks Fund - 0.00% TCAAP Capital - - - 0.00% Capital Improvement Fund(PIR) 230,000 230000 - 230000 0.00% Total Capital Funds 510,765 510,765 290,030 220.735 56.78% Water - - - - 0.00% Sanitary Sewer - 0.00% Recycling 0.00% Surface Water Management - - 0.00% Total Enterprise Funds - - - - 0.00% Risk Management - - 0.00% Engineering - - - 0A0% Central Garage - - 0A0% Technology 0.00% Total Internal Service 0.000k Total Other Financing Sources 825,665 825,665 604,930 220,735 73.27% Prior Period Adjustment - - 0.00% Total Revenues 5 t3 488 fit3 S 93 505 913 S i4 5t3 Ofi8 1 007164 107.46% City of Arden Hills City-Wide Budget Summary QTR 4 2015 Expenditures Adopted Amended Actual Budget YTD FY 2015 FY 2015 FY2015 Available %of Bud et Operating Expenses Mayor&Council $ 89,654 $ 66,654 $ 58,130 $ 8,524 87.21% Elections 23,000 23,000 19,438 3,562 84.51% Administration 285,447 285.447 245,607 39,840 86.04% Finance&Administrative Services 179,322 179,322 162,545 16,777 90.64% TCAAP 159,157 159,157 139,812 19,345 87.85% Planning&Zoning 201,228 201,228 170,629 30,599 84.79% Government Buildings 211,208 211,208 219,669 (8,461) 104.01% Police&Animal Control 1,087,872 1,087,872 1,083,893 3,979 99.63% Dispatch 69,468 69,468 68,328 1,140 98.36% Fire Protection 459,179 459,179 459,179 100.00% Emergency Management 13,504 13,504 2,580 10,924 19.11% Protective Inspections 292,515 292.515 306,299 (13,784) 104.71% Street Maintenance 524,986 524.986 336,397 188,589 64.08% Park Maintenance 602,878 502,878 325,706 177,172 64.77% Recreation 229,858 229,858 247,878 (18,020) 107.84% Celebrating Arden Hills - - - 0.00% Reserves/Contingency - - - - 0.00% Transfers - - 0.00% Total General Fund 4,329,276 4,306,276 3,846,090 460.186 89.31% Cable Fund 122,651 145,651 127,202 18,449 87.33% EDA General Fund 132,727 139,116 112,908 26,208 81,1604 EDA Revolving Fund - - - - 0.00% EDA TIF#2 Round Lake 2,300 2,300 1,360 940 59,15% EDA TIF#3 Cottage Villas 4,700 4,700 1,273 3,427 27.09% EDA TIF 94 Pres Homes 88,180 88,180 133,949 (46,669) 151.79% Total Special Revenue Funds 350,557 379,947 376,593 3,354 99.12% GO.Tax Increment Bonds of 1998A - - 0.00%0 Total Debt Service Funds - 0.00% Equipment,Bldg&Replacement - 0.00% Public Safety Capital - - 0.00% Parks Fund - 0.00% TCAAP Capital - - 0.00% Capital Improvement Fund(PIR) - 0.00% Total Capital Funds - - 0.00% Water 1,953,368 1,953,368 1.803,403 149.965 92.32% Sanitary Sewer 1,549,391 1,549,391 1,587,808 (38,417) 102.48% Reaming 154,639 154,639 136,745 17,894 88.43% Surface Water Management 477,134 477.134 489.378 (12,244) 102,57% Total Enterprise Funds 4,134,533 4,134,532 4,017,334 117,198 97.17% Risk Management 463,676 480,976 377,586 103,390 78.50%, Engineering 148,235 148,235 135,575 12,660 91.469/e Central Garage 227,431 227,431 183,378 44,053 80.63% Technology 149,794 149,794 181,471 31,677 121.15% Total Internal Service 989,136 1,006,436 878,010 128,426 87.24% Total Operating Expenses 9,803.502 9,827 191 9,118,027 709.164 92.78% Adopted Amended Actual Balance YT❑ FY 2015 FY 2015 FY2015 Available %of Budget Capital Outlay Mayor&Council 0.00% Elections 0.00% Administration 0.00% Finance&Administrative Services 0.00% TCAAP 0.00% Planning&Zoning 0.00% Government Buildings - 0.00% Police&Animal Control - 0.00% Dispatch - 0.00% Fire Protection - - - 0.00% Emergency Management - - - 0.00% Protective Inspections - - 0.00% Street Maintenance - - 0.00% Park Maintenance - 0.00% Recreation - - 0.00% Celebrating Arden Hills - - 0.00% a.00% Total General Fund - - 0,00% Cable Fund 7,500 7,500 - 7,500 0.00% EDA General Fund - 10,168 (10,168) 0.00% EDA Revolving Fund - - - 0.00% EDA TIF#2 Round Lake 230,000 230,000 424,676 (194,676) 184,64% EDA TIF#3 Cottage Villas - - - - 0.00% EDA TIF#4 Pres Homes - 0•00% Total Special Revenue Funds 237,500 237,500 434,844 (197,344) 183.09% GO Tax Increment Bonds of 1998A - 0-00% Total Debt Service Funds - - - 0.00% Equipment,Bldg&Replacement 466,925 466,925 407,018 59,907 87.17% Public Safety Capital 54,593 54,593 52,935 1,658 96.96% Parks Fund - - - - 0.00% TCAAP Capital 54,894 (54,894) 0.00% Capital Improvement Fund(PIR) 3.612.500 3.612,500 5.779.470 2,166 970 159.99% Total Capital Funds 4,134.018 4,134,018 6,294,317 (2,160,299) 162.26% Water 1,325,000 1,325,000 - 1,325,000 0.00% Sanitary Sewer 690,000 690,000 - 690,000 0.00% Recycling - - 102,980 (102,980) 0.00% Surface Water Management 67U00 672,500 - 672.500 0.00% Total Enterprise Funds 2,687,500 2,687,500 102,980 2,684,520 3.83% Risk Management - - - - 0,00% Engineering - - 0.00% Central Garage 988 (988) 0.00% Technology 0.00% Total Internal Service - 988 (988) 0.00% Total Capital Outlay 7,059,018 7,059,018 6,833,129 225,889 96.80% Debt Service GO Tax Increment Bonds of 1998A 285,350 285,350 284,900 450 99.84% Total Debt Service 285,350 285,350 284,900 450 99.84% Adapted Amended Actual Balance YTD FY 2015 FY 2015 FY2015 Available %of Budget Other Financing Uses Mayor&Council 0.00% Elections 0.00% Administratlon 0.00% Finance&Administrative Services 0.00% TCAAP 0.00% Planning&Zoning 0.00% Government Buildings 0.00% Public Safety 0.00% Emergency Management 0.00% Police&Animal Control 0.00% Dispatch 0.00% Fire Protection - 0.00% Street Maintenance - 0,00% Park Maintenance - - 0.00% Recreation 0.00% Celebrating Arden Hills - 0.00% Transfers 80,000 80.000 60.000 100.00% Total General Fund 80,000 80.000 80,000 100.00% Cable Fund - - - 0.00% EDA General Fund - 0.0% EDA Revolving Fund - 0.00% EDA TIF#2 Round Lake 285,350 285,350 284,900 450 99.84% EDA TIF#3 Cottage Villas - - - 0.00% EDA TIF#4 Pres Homes - - - 0.00% Total Special Revenue Funds 285.350 285,350 284,900 450 99.84% GO Tax Increment Bonds of 1998A - - 0.00% Total Debt Service Funds - - 0.00% Equipment,Bldg&Replacement - - 0,00% Public Safety Capital 0•00% Parks Fund - 0,00% TCAAP Capital 15,000 15,000 15,000 100.00% Capital Improvement Fund(PIR) - 0.00% Total Capital Funds 15,000 15,000 15,000 100.00% Water 68,396 68,396 68,396 100-00°/0 Sanitary Sewer 96,870 96,870 96,870 100,00% Recycling - - 0.00% Surface Water Management 65,499 66,499 65,499 100.00% Total Enterprise Funds 230,765 230,765 230,765 100.00% Risk Management - - - 0-000/1 Engineering - - 0.00% Central Garage - - 0.00% Technology 0.00% Total Internal Service - - - 0.00% Total Other Financing Uses 611,115 611,115 610,666 450 99.93% Total Ex enditures $ 17,768,986 5 17,782 674 $ 16,846 721 935.953 94.74% CONSENT ITEM—6D 'It ,- HILLS MEMORANDUM DATE: June 27,2016 TO: Honorable Mayor and City Council Members FROM: Sue Iverson, Interim City Administrator/Director of Finance and Administrative Services SUBJECT: Approve Fund Balance Transfer from General Fund to PIR Fund and a Budget Amendment Staff Recommendation Motion to approve a transfer from the General Fund to the PIR Fund of$565,121. Motion to approve a budget adjustment for 2016 for a transfer from the General Fund to the PIR Fund in the amount of$565,121. Background In 2014, the Council adopted a revised Fund Balance Policy which directs the Finance Director to transfer any excess funds over 50% of fund balance in the General Fund to the PIR Fund once the final audit is completed with Council approval. Discussion The final audit for 2015 is now complete and the fund balance for year-end 2015 is 62.9% over the 2016 budgeted expenditures. The amount of the transfer according to the policy is $565,121. As the Council requested, this is being brought forward to the Council for approval and a budget amendment to the 2016 budget. CONSENT ITEM—6E 'It ,- HILLS MEMORANDUM DATE: June 27,2016 TO: Honorable Mayor and City Council Members FROM: Sue Iverson, Interim City Admnistrator/Director of Finance and Administrative Services SUBJECT: Proposal for Interim CD Director Work Staff Recommendation Motion to approve a proposal from Stacie Kvilvang to perform Interim Community Development Director work for the City at an hourly fee of$225 as presented. Background The City Council accepted the resignation of Jill Hutmacher, Community Development Director, effective May 27, 2016. Discussion The Personnel Committee reported to the City Council at its June 20, 2016, City Council Work Session that it had requested a proposal from Stacie Kvilvang to perform Interim Community Development Director work for the City until the vacancy is filled. Attached is the email with the proposal as outlined by Ms. Kvilvang. Attachment A: Email from Stacie Kvilvang From: Stacie Kvilvang Attachment A To: Sue Iverson Subject: Interim CD Work Date: Wednesday,June 08,2016 12:51:04 PM Attachments: image616471.PNG Sue. You had asked for a proposal on providing interim Community Development Director work for the City. As background, I already attend the TCAAP meetings and would be doing that even if you had a current CD Director. Therefore, my services for the City would be non-TCAAP related for other projects/issues that come up. My services would be to be available to you, Matt and Ryan for questions you may have or direction needed on a CD related issue, attend meetings as requested and prepare any written correspondence required. In my estimation I don't foresee the need to have more than 5 hours/week to accomplish this. The reality is, most weeks there would be no need and some weeks it make take 10 hours or more, dependent upon the issue. I would recommend billing as needed for these services on an hourly basis. My hourly fee is $225. If we assume I actually needed to spend 5 hours/week, over a 3 month period this would equate to approximately$13,500. If we doubled this to 10 hours, it would $27,000. Please let me know if you need anything else. Stacie Kvilvang, CIPMA I Senior Municipal Advisor/Director D: (651)697-8506 1 C: (612)801-7732 1 ehlers-inc.com Ehlers logo This e-mail and any attachments may contain information which is privileged or confidential.If you are not the intended recipient,note that any disclosure,copying,distribution or use of the contents of this message is prohibited.If you have received this e-mail in error,please destroy it and notify us immediately by return e-mail or at our telephone number,800-552-1171.Any views or opinions presented in this e-mail are solely those of the author and may not represent the views or opinions of Ehlers Companies.To view our complete disclaimer,please visit htto://www.ehlers-inc.com/terms/#email CONSENT ITEM—6F ,- i DEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Councilmembers Sue Iverson,Acting City Administrator FROM: Matthew Bachler, Senior Planner SUBJECT: Approve Resolution No. 2016-019 Appointing Evan Cordes to serve on the Economic Development Commission for a term expiring December 31, 2018 Background The Economic Development Commission (EDC) currently has five members. The guidelines state that this committee can have up to nine members comprised of residents or non-residents affiliated with an Arden Hills business. A minimum of four residents must be represented on the Commission. Currently, all five EDC members are residents of Arden Hills. Staff recently received an application from Evan Cordes who is an attorney with Hansen, Dordell, Bradt, Odlaug, & Bradt in Arden Hills. An interview panel consisting of Council Liaison Brenda Holden and Senior Planner Matthew Bachler interviewed Mr. Cordes on Thursday, June 9. After reviewing the interview panel's recommendation, Mayor Grant recommends appointing Mr. Cordes to the EDC for a three-year term expiring on December 31, 2018. Recommended Action Motion to approve Resolution No. 2016-019: Appointing Evan Cordes to the Economic Development Commission (EDC) for a term expiring December 31, 2018. Attachments • Attachment A: Resolution No. 2016-019 • Attachment B: Evan Cordes Application Attachment A I --iVEN HILLS CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2016-019 A RESOLUTION APPOINTING EVAN CORDES TO THE ECONOMIC DEVELOPMENT COMMISSION (EDC) FOR A TERM EXPIRING DECEMBER 31,2018 WHEREAS, the City Council appoints residents or non-residents affiliated with an Arden Hills business to serve in an advisory capacity to the City Council regarding economic development issues; THEREFORE, BE IT RESOLVED: The City Council appoints Evan Cordes to serve on the EDC for a term expiring on December 31, 2018. ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 27TH DAY OF JUNE,2016 David Grant, Mayor ATTEST: Julie Hanson, City Clerk [Attachment B EVAN W. CORDES 4498 Evergreen Dr.* Vadnais Heights, MN 55127 •(651) 210-19429 EvanWCordesAgmail.com April 24, 2016 Arden Hills City Hall 1245 West Highway 96 Arden Hills, MN 55112 Re: Economic Development Commission Application Dear Mayor and City Council, I am interested in serving on the Arden Hills Economic Development Commission because our firm wants to be a part of a successful, well respected city whose commitment to their citizens is a significant part of their culture and practice. Our firm has had its headquarters in Arden Hills. We have a commitment to our local community and would like to increase our role in helping to grow the city as well as retain good local businesses. On a personal level, I have served on city commissions in the past, including on the Arden Hills Communications Committee prior to attending law school outside of Minnesota. I currently serve on the Vadnais Heights Public Safety Committee and work with the Vadnais Heights Economic Development Commission. I am able to dedicate time and energy to helping move Arden Hills forward. I am confident in my demonstrated ability to work in any capacity necessary to be part of the effective team that on the Arden Hills Economic Development Commission. I welcome the opportunity to interview for this position and discuss the possibilities. I look forward to hearing from you. Sincerely, �vin Wdes 1 City Commission/Committee Application Form General Information Last Name Cordes First Name Evan Middle Initial W Address 4498 Evergreen Dr. Address2 Field not completed. City Vadnais Heights State M N Zip 55127 Home Number 651-210-1942 Home Fax Field not completed. Work Number Work Fax Field not completed. Email Address ecordes@hansendordell.com Committees If you wish to be considered for more than one committee, please order in number of preference. 1st Choice Economic Development Commission 2nd Choice Economic Development Commission 3rd Choice Economic Development Commission Special Interest As the Council prioritizes its goals, it may create additional/new committees or task forces from time to time. If you have other specific areas or topics of interest please indicate those interests and we will retain your application for future openings in those areas as new committees are created. Other Interests na Personal Information List any Civic,Professional, I am an attorney with Hansen, Dordell, Bradt, Odlaug & Bradt. and Community Activity involvement. Why do you want to be on a Our firm has been located in Arden Hills for a number of year committee? and are interested in working to improve the local community. What skills, strengths,or I have a myriad of experience working with local big and small abilities do you believe you businesses and believe that I can bring that knowledge to the will add to the committee? development commission to help bring in new businesses and retain current businesses, especially as the commission begins preparing for the future development of TCAAP. List any additional comments: Field not completed. References Upload Letter of Interest ECordes Cover Letter-AH EDC.pdf Upload Resume Evan Cordes Resume.pdf Note: Please be advised that per Minnesota Statute 13.601, Subd. 3, the following information is considered public for applicants to a public committee or commission:name, city, education, employment record, volunteer experience. Once an individual has been appointed to a public committee or commission, all information on this application will be considered public. EVAN W. CORDES 4498 Evergreen Dr. • Vadnais Heights, MN 55127 • 651-210-1942 • EvanWCordes(a),gmail.com EDUCATION UNIVERSITY OF MARYLAND SCHOOL OF LAW, Baltimore MD Juris Doctor, 2010 GPA: 3.29 Activities: President, University Student Government Association UNIVERSITY OF MINNESOTA, Minneapolis MN Bachelor of Arts, Political Science and Journalism, 2007 GPA: 3.79,summa cum laude Activities: Student Senate, Honors Program EXPERIENCE MINNESOTA COUNTIES INTERGOVERNMENTAL TRUST,St. Paul, MN Spring 2013-Present Staff Counsel • Manage workers' compensation litigation including trying cases as necessary, negotiating and drafting settlement agreements, and overseeing outside counsel. • Advise member counties on workers' compensation, contracts, employment law, and government liability. • Participate in the drafting and negotiating of contracts, memoranda of understanding, leases and joint powers agreements. • Create and lead training for members' employees on workers' compensation, employment laws, and privacy issues. WILLIAM J.KRUEGER,P.A,St. Paul, MN Spring 2011-Spring 2013 Of Counsel • Litigated workers' compensation, employment, Social Security disability, and personal injury cases. • Managed client relationships by explaining legal rights and identifying goals. • Researched and drafted pleadings for workers' compensation and civil litigation. • Successfully challenged the nature and extent of immunity in a defamation case before the Minnesota Court of Appeals. TARGET CORPORATION,Minneapolis, MN Fall 2010-Spring 2011 Law Clerk • Conducted in-depth legal analysis on upcoming legislation throughout the county that affected the company in the areas of business litigation, tort claims acts, criminal law, transportation, and environmental law. • Developed strategies with business units to ensure regulatory compliance. BAR ADMISSION& ACTIVITIES • Member, State Bar of Minnesota 2010-present • Member, 41h Judicial District Ethics Committee 2012-2015 • Volunteer Attorney, Legal Aid of Minnesota 2010-present AGENDA ITEM—6G 'It ,-ARZEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Councilmembers Sue Iverson,Acting City Administrator FROM: John Anderson, Acting Public Works Director SUBJECT: Engineering Pool, Request for Qualifications Requested Action Authorize staff to advertise Municipal Engineering Consultant pool request for qualifications. Background The City of Arden Hills established an engineering consultant pool in 2007 under the direction of City of Roseville staff. Since that time the pool concept as it related to engineering consultants has not been updated. Earlier this year the City Council discussed engineering consultant selection and expressed an interest in reviving the consultant pool. Discussion Staff has prepared a Request for Qualifications (RFQ) to be sent out to solicit interest in an engineering consultant pool in a number of different types of work. The schedule for the RFQ is as follows: 1. Issue Request for Proposal ................................................................................June 29, 2016 2. Questions due to city staff..................................................................................July 14, 2016 3. SOQs due ...........................................................................................................July 21, 2016 4. City completes evaluation of SOQs....................................................................July 28, 2016 5. Council approval .............................................................................................August 8, 2016 The full RFQ is attached for your review. It is our intent to send a notice of this RFQ to about 20 consultants that do work in these areas of expertise. In addition, staff plans to advertise this RFQ on the League of Minnesota Cities website. Attachments Attachment A: Request for Qualifications Attachment A REQUEST FOR STATEMENT OF QUALIFICATIONS FOR MUNICIPAL ENGINEERING CONSULTANT SERVICES �fi�EN HILLS CITY OF ARDEN HILLS June 2016 REQUEST FOR STATEMENT OF QUALIFICATIONS FOR MUNICIPAL ENGINEERING CONSULTANT SERVICES TABLE OF CONTENTS SUBJECT PAGE I. INTRODUCTION...................................................................................................................I II. CITY PROCESS FOR DISTRIBUTION OF WORK.........................................................2 III. STATEMENT OF QUALIFICATIONS EVALUATION...................................................5 IV. PROPOSAL INSTRUCTIONS..............................................................................................6 V. PROPOSAL CONTENTS......................................................................................................7 VI. CONSULTANT POOL SELECTION PROCESS...............................................................8 VII. CONTRACTING ETHICS.....................................................................................................9 VIII. CITY INFORMATION........................................................................................................10 I. INTRODUCTION This request for Statements of Qualifications (SOQ) has been prepared in order to retain the services of professional consulting firms to provide municipal engineering services for the City of Arden Hills. The City desires to establish various categories of services to which professional consulting firms will be assigned. The City intends to identify three to five firms for each category of service described in Section II. Firms included in the pool are eligible to be retained in as many of the areas as they are qualified for. City staff will collect SOQ's and may select candidates for interviews. The City will establish the pools based on review of the information provided and potential interviews. The municipal engineering services desired include the planning, engineering, and support activities necessary to implement various public improvements. The services may include, but are not limited to: • Comprehensive system/facility plans and studies • Applications for various funding programs • Preliminary engineering feasibility reports • Design, construction, and legal boundary surveys • Detailed design and plan preparation • Major transportation projects (MSAS, County, FHWA) • Technical specifications • Competitive bid solicitation and evaluation • Construction engineering, surveying, and construction observation services • Contract management • Preparation of record plans and final contract close-out reports • Traffic engineering analysis • Environmental document preparation • Review of environmental documents/studies • Review of site, grading, utility, and landscaping plans prepared by developers • Review of preliminary and final plats • Storm water modeling and water quality analysis • Water main and sanitary sewer system analysis • Participation in public meetings • Miscellaneous specialty/technical services such as bituminous trails, sidewalks, retaining walls, potable water wells, review of soils reports, utility permit reviews, drainage investigations, etc. Selection and future work assignments will take into consideration the workload, expertise and past performance of proposing consulting firms or any of its representatives, and fee schedules. Page 1 II. CITY PROCESS FOR DISTRIBUTION OF WORK The City of Arden Hills intends to select three to five firms for each category of service described below. These pool consultants will be selected using a qualification based process. Once the pool is established, a RFP process will be used as necessary to select a project engineer for each specific project. A. Detailed List of Services to be Provided The following categories provide specific examples of tasks to be completed. This list is intended to provide a broad perspective of the work necessary. This list is not intended to be all inclusive. 1. Planning & General Engineering • Prepare, review, update and revise comprehensive sanitary sewer, storm sewer, water quality, storm water management, transportation, and park systems' plans for the City of Arden Hills. • Advise staff and Council of estimated costs, alternative financing methods and recommended schedules of needed capital improvements to implement provisions of the comprehensive plans. • Perform other related duties as requested in writing by the City Council or authorized staff. • Review, evaluate and submit suggested revisions to existing fee schedules and assessment policies, utility user rates, public improvement financing surcharges, and general financing of public improvement projects. • Provide technical assistance and representation for the Municipal State Aid street programs. • Provide necessary information as requested by staff in preparation of annual reports, budgets, bond obligation finance statements, etc. • Assist in explanation of temporary construction easements or permanent road, utility and / or drainage easements to property owners affected by proj ects. • Provide technical assistance to City staff to resolve resident complaints. 2. Design and Construction of Municipal Projects a. Feasibility/Pre-design • Prepare preliminary engineering and feasibility reports for proposed public improvement projects. • Perform topographic surveying for design purposes. • Conduct public hearings and assist with necessary neighborhood meetings. b. Final design • Prepare detailed plans, specifications and technical drawings necessary for the construction of public improvements. • Submit and coordinate permit process to meet all City, Watershed, County, State and Federal requirements. • Determine and provide legal descriptions and assist in the acquisition of necessary easements. Page 2 • Advertise and evaluate bids. c. Construction • Provide overall contract/project management acting on behalf of and as an agent for the City. • Conduct pre-construction meetings and coordinate with other utility companies, contractors, governmental agencies, etc., to ensure the proper scheduling, permit applications and general supervision of public and private improvement contracts. • Perform construction staking and location surveying. • Perform inspection and construction observation services to ensure compliance with City standards and approved plans and specifications. • Document the type and location of public improvement installations and prepare accurate record plans reflecting all changes or modification. • Prepare contract Close-Out Reports and perform the testing and inspections necessary to recommend acceptance to staff and the City Council. • Prepare public information materials (newsletters, notices, reminders) for distribution to properties affected by construction. d. Assessments • Assists the City staff in determining the proper and equitable assessment rates to properly finance public improvement projects. • Provide cost breakdown of all related project costs to allow City staff to prepare a detail assessment allocation. 3. Traffic Engineering and Transportation Planning • Traffic forecasting • Capacity analysis • Traffic impact studies/mitigation analysis • Review of Traffic Impact Studies prepared by developers • Signal justification reports • Pedestrian/bike facility design • Traffic Signals/Signage Studies • Speed Zone Studies • Environmental documentation 4. Surface Water Resources En in,�g • Compliance review with Stormwater Management Plan • Hydrologic analysis/Hydraulic design • Storm water modeling • Storm sewer design and analysis • Water quality Studies/monitoring • Erosion control • Wetland delineation and mitigation analysis • Storm water Best Management Practice (BMP) design and maintenance • NPDES —MS4 permit compliance Page 3 B. RFP Process Once the engineering consulting pool is established, City staff will identify specific projects that require a RFP as part of our purchasing policy. City staff will prepare a detailed scope of services and provide it to those consultants in the appropriate pool. The Consultant will respond to the RFP with a detailed proposal. The following criteria will be used for considering a consultant: 1. The expertise and experience of both the firm and assigned personnel with projects or activities similar to the one under consideration. 2. The consultant's knowledge of particular equipment, methods, time frames and services required. 3. The consultant's ability to mobilize and make sufficient time, and appropriate personnel available to complete the project or activity within a specified time frame. 4. The appropriateness and flexibility of the consultant's fee schedule in relationship to the industry, the City's desires and the scope of services to be provided. 5. The past performance of the consultant with regard to existing or previous projects or activities with the City. 6. The current workload of the consultant. 7. The proposed fees for the work to be performed. C. Contract Award Issuance of a RFP and receipt of proposals does not commit the City of Arden Hills to enter into a contract. The City of Arden Hills reserves the right to postpone RFP review for its own convenience, to accept or reject any or all proposals received in response to a RFP, to negotiate with other than the selected Proposer should negotiations with the selected be terminated, to negotiate with more than one Proposer simultaneously, or to cancel all or part of a RFP. Page 4 III. STATEMENT OF QUALIFICATIONS EVALUATION Evaluation criteria for the SOQ's will include: 1. Technical Qualifications • Organizational structure/approach of firm. • Availability of technical staff. • Firm resources/integration of technology. • Problem solving/innovation/client representatives. 2. Experience • Qualifications and expertise/experience of key personnel. • Demonstrated success/quality of firm's previous and current projects with other cities. 3. Personnel • Size of company and availability of experienced/qualified staff. • Recognized experts/specialty key personnel. • Longevity and continuity of key staff. 4. Firm Reference • Proven ability to lead and/or work together as a team on projects. 5. Previous Experience • Experience with City staff/operations. • Ability to work with Mn/DOT and Ramsey County, other agencies. • Proven ability to meet or exceed needs/expectations. 6. Other Factors • Any other factors deemed relevant by the evaluation panel. Page 5 IV. PROPOSAL INSTRUCTIONS 1. All questions, correspondence, must be directed to: John Anderson, Acting Public Works Director Phone: (651) 792.7846 JAndersongCityofArdenHills.org All questions are to be submitted in writing (via e-mail or US mail) and must be received by 12:00 p.m. on July 14, 2016. City responses to questions will be forwarded to all firms. All submittals must be directed to: Sue Iverson, Acting City Administrator City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 All SOQs must be received by 4:00 p.m. on July 21, 2016. Documents received after that time will not be accepted. 2. SOQ Format Statements of Qualifications must be prepared two-sided on 8-1/2" x 11" paper, with all text clear of binding. Use of 11" x 17" foldout sheets for large tables, charts or diagrams is permissible but should be limited. Index the proposal and sequentially number all pages throughout or by section. Binders and covers will be at the Proposer's discretion. Please submit one unbound original and six (6)bound copies of the Statement of Qualifications as well as a PDF file of proposal. 3. Examination of Proposal Documents By submitting a SOQ, the Proposer represents that it has thoroughly examined and become familiar with the work required under this request and that it is capable of performing quality work to achieve the City's objectives. 4. Addenda/Clarifications Any changes to this SOQ will be made by written addendum and provided to all consultants who have received this packet. No verbal modifications will be binding. The City reserves the right to reject any or all SOQ's or to request additional information from all applicants. Page 6 5. Pre-Contractual Expenses Pre-contractual expenses are defined as expenses incurred by the Proposer in: • Preparing its proposal in response to this SOQ; • Submitting the proposal to the City of Arden Hills; • Preparation and participation in an oral interview; • Negotiating with the City of Arden Hills regarding any matter related to this proposal; and • Any other expenses incurred by the Proposer prior to the date of execution of the proposed Agreement. 6. Joint Offers Where two or more consultants desire to submit a single proposal in response to this SOQ, they should do so on prime-subcontractor basis rather than as a joint venture. The City of Arden Hills intends to contract with a single firm and not with multiple firms doing business as a joint venture. V. PROPOSAL CONTENTS The consultant's submittal must contain and clearly identify the following elements. A. Letter of Transmittal 1. Name of the firm, local address, email address and telephone and fax numbers of contact person during period of proposal evaluation and the date of your submittal; and 2. Acknowledgement of receipt of SOQ addenda, if any. B. Table of Contents Include a clear identification of the material by section and page number. C. Consultant Qualifications/Profile Include qualifications of the firm as it relates to municipal engineering services. D. Key Personnel The consultant must provide the names, qualifications and resumes of key personnel that will be routinely assigned to City projects. Identify the lead client service contact that will be responsible for the management and administration of a contract with the City. Identify the short- and long-term availability of all persons included in the SOQ. Page 7 E. Subconsultants If applicable, the proposal will identify any subconsultants who may be necessary to complete any of the basic municipal services outlined in Section 11, including their qualifications, key personnel, experience, and resumes. F. Exceptions and Deviations Any exceptions to the requirements in this SOQ must be included in the proposal submitted by the Proposer. Segregate such exceptions as a separate element of the proposal under the heading "Exceptions and Deviations." G. References 1. Please include a list of municipal clients where related services are/were provided by staff identified in Section D and the name and telephone number of a person who may be contacted at that municipality. 2. Include a list of current municipal clients identifying projects in progress, the specific activities being performed, and the name of a person who may be contacted at the municipality. 3. Include a list of previous or current services provided to the City of Arden Hills. 4. Include a list of private clients for who work has been or is being performed within the City of Arden Hills, the type of project, the specific activities performed, and the name of a person who may be contacted at the client. H. Fees 1. Please include a fee schedule for 2016, including hourly rates, specialty rates, multipliers, percentages, etc., for the various classifications of personnel proposed to provide services under a contract with the City. Identify all services that are excluded from these hourly rates (i.e., direct expenses, mileage, etc.). 2. Specifically state the firm's preferred method of calculating fees for different types of services provided. VI. CONSULTANT POOL SELECTION PROCESS All SOQs received will be reviewed by a panel of City staff consisting of Sue Iverson, Interim City Administrator; John Anderson, Acting Public Works Director; and Joe Mooney Public Works Superintendent. The panel may select firms to be interviewed. If interviews are scheduled, staff anticipates the interview would last approximately one hour and would include time for both a presentation by the firm as well as questions from the interview panel. Based upon review of the SOQs and potential interviews, City staff will recommend to the City Council a pool of firms. The Arden Hills City Council will make the final determination of the municipal consultant pool and will be the contracting authority. Page 8 The following is the estimated schedule for the consultant selection process: 1. Issue Request for Proposal ................................................................................June 29, 2016 2. Questions due to city staff..................................................................................July 14, 2016 3. SOQs due ...........................................................................................................July 21, 2016 4. City completes evaluation of SOQs....................................................................July 28, 2016 5. Council approval .............................................................................................August 8, 2016 This schedule is approximate and may change. VIL CONTRACTING ETHICS 1. No elected official or employee of the City who exercises any responsibilities in the review, approval or implementation of the proposal or contract shall participate in any decision, which affects his or her direct or indirect financial interest. 2. It is a breach of ethical standards for any person to offer, give, or agree to give any City employee or Council person, or for any City employee or Council person to solicit, demand, accept, or agree to accept from another person or firm, a gratuity or an offer of employment whenever a reasonable prudent person would conclude that such consideration was motivated by an individual, group or corporate desire to obtain special, preferential, or move favorable treatment than is normally accorded to the general public. 3. The firm shall not assign any interest in this contract and shall not transfer any interest in the same without the prior written consent of the City. 4. To remove any potential or actual conflict of interest, a Regular or Specialty consultant representing any private party client submitting a project or activity to the City shall not represent or review the project or activity on behalf of the City. 5. This firm shall not accept any private client or project which, by nature, places it in ethical conflict during its representation of the City of Arden Hills. Page 9 VIIL CITY INFORMATION A suburb in the Twin Cities metropolitan area, Arden Hills is located approximately 8 miles north of downtown St. Paul and Minneapolis. It is situated in the northwestern portion of Ramey County and covers 9.4 square miles with a population of 9,652 (2000 census). Arden Hills' residents enjoy a high quality of living with great parks and trails, excellent access to the regional transportation system and stable, diverse neighborhoods. The City serves as home to many large corporations, such as Boston Scientific and Land O Lakes, a number of small to medium size businesses, and two private colleges. The Twin Cities Army Ammunition Plant (TCAAP) and Arden Hills Army Training Site (AHATS) occupies nearly one-third of the entire land area of Arden Hills, or approximately 4 square miles (2,370 acres)in the northern part of the City. The City is responsible for maintaining about 31 miles of roadways, about 66 cul-de- sacs, and an extensive storm water collection and treatment system. The sanitary sewer collection system includes 42 miles of mains and 14 lift stations. The City purchases its water from the City of St. Paul via the City of Roseville. The system includes two water towers, a booster station and 38 miles of pipes. The City also has many wetlands, lakes, and other significant environmental features. The City of Arden Hills is a Plan A Statutory City. The City Council is the legislative and policy making body of the City, which is made up of four Council Members and the Mayor. The City Administrator is accountable to the City Council for the implementation of Council direction and the administration of affairs of the City. The City Council meets the second and last Monday of the month. IT services are contracted through Joint Powers Agreements with the City of Roseville. Fire and police services are contracted with the Lake Johanna Fire Department and the Ramsey County Sheriff's Department, respectively. Page 10 CONSENT ITEM—611 'It ,-ARZEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Councilmembers Susan Iverson, Acting City Administrator FROM: John Anderson, Acting Public Works Director SUBJECT: Resolution Supporting Ramsey County's Request for Federal Funding for Lexington Avenue Road Improvements Requested Action Approve Resolution 2016-020 Supporting Ramsey County's Request for Federal Funding for Lexington Avenue Road Improvements. Back2round/Discussion Ramsey County intends to submit a federal funding request for reconstruction of Lexington Avenue between County Road E and I-694. The work would involve a concrete inlay much like is currently under construction on Lexington Avenue north of I-694. Additionally, a traffic signal would be added at the South driveway to Target and future location of Roberts Lexington Station future phase. Also included would be sidewalk connection through this corridor on the west side of Lexington Avenue and some turn lane improvements. Ramsey County has requested that the City of Arden Hills approve a resolution of support for the federal funding request. Ramsey County has made the same request of the City of Shoreview. Attachments 0 Resolution 2016-020 lt Attachment A -2SVEN HILLS CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2016-020 A RESOLUTION SUPPORTING RAMSEY COUNTY'S REQUEST FOR FEDERAL FUNDING FOR LEXINGTON AVENUE ROAD IMPROVEMENTS WHEREAS, the City of Arden Hills has partnered with Ramsey County and the City of Shoreview to best serve transportation needs of the residents of the region; WHEREAS,traffic congestion is a major problem along the Lexington Avenue corridor; WHEREAS, The pavement surface is failing due to excessive rutting and is creating a safety hazard during rain events, due to stormwater collecting in the rutted wheelpaths; WHEREAS, pedestrian facilities along this corridor are included in both Ramsey County and Arden Hills long range planning documents; WHEREAS, Ramsey County, the Minnesota Department of Transportation and City of Arden Hills have already invested in pedestrian facilities along this corridor; WHEREAS, these improvements will benefit commuters throughout the region. THEREFORE, BE IT RESOLVED: The City of Arden Hills supports Ramsey County's request for Federal funding to construct these needed improvements. ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 27th DAY OF JUNE, 2016. David Grant, MAYOR ATTEST: Julie Hanson, CITY CLERK CONSENT ITEM—6I 'It ,-ARZEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Councilmembers FROM: Sue Iverson, Interim City Administrator/Director of Finance and Admin Services SUBJECT: Purchase New Phone Equipment Budgeted Amount: Actual Amount: Funding Source: $40,000 $8,000 General Fund: Government Buildings Department Background The City's IP Cisco phones are 10 years old and went off support last year with Cisco. While the phones still work with the server software IT is currently running, this might not be the case next spring when they do the next software patch upgrade. Cisco no longer supports these phones and is not obligated to update the software packs that recognize these old models. A number of other agencies need to replace their phones as well. Roseville, Mounds View and the Watershed District have already updated their phones. IT is recommending that Arden Hills replace the majority of the phones with the 8800 series which is similar (but not identical) to the 7900 series phones we currently use. Based on the expected replacement cost it will be about $9,800. Cisco has been offering a trade-in program with a $75 credit for used phones but the program comes and goes. I contacted IT to find out if there was a rebate program currently in place and they confirmed that there is one if we submit our order no later than June 30, 2016. We would save about $1,800 on our replacements which is a savings of 18.5%. IT estimates with the savings our cost would be about $7,500 - $8,000 if we do it now versus waiting until early next year. The funding would come from the maintenance line item in the Government Buildings department which currently has a budget of$40,000 for maintenance items. Council Action Requested 1. Motion to approve replacing the current IP Cisco Phones with the 8800 series Cisco IP Phones. CONSENT ITEM—6J -i�HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Council FROM: Sue Iverson, Interim City Administrator, Director of Finance and Admin Services SUBJECT: Accept Public Works Superintendent's Resignation Background On June 20, 2016, the City Council received a letter from Joe Mooney submitting his resignation effective July 20, 2016, as the Superintendent and returning to the bargaining unit as a Public Works Maintenance Worker. Staff Recommendation Motion to accept Joe Mooney's resignation from the City of Arden Hills as the Public Works Superintendent effective July 20, 2016, and returning to the bargaining unit as a Public Works Maintenance Worker for the City of Arden Hills. CONSENT ITEM—6K -iVEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Council FROM: Sue Iverson, Interim City Administrator, Director of Finance and Admin Services SUBJECT: Authorization for Internally Post for the Position of Interim Public Works Superintendent Background On June 20, 2016, the City Council received a letter from Joe Mooney submitting his resignation effective July 20, 2016, as the Superintendent and returning to the bargaining unit as a Public Works Maintenance Worker. The Personnel Committee recommends that the Council posts internally for an Interim Public Works Superintendent until a new City Administrator and Public Works Director can be hired. Staff Recommendation Motion to authorize staff to internally post the position of Interim Public Works Superintendent with an effective start date of July 21,2016. CONSENT ITEM—6L 'It ,- HILLS MEMORANDUM DATE: June 27,2016 TO: Honorable Mayor and City Council Members FROM: Sue Iverson, Interim City Admnistrator/Director of Finance and Administrative Services SUBJECT: City Council Norms of Behavior Staff Recommendation Motion to approve Resolution 2016-022, a resolution establishing City Council Norms of Behavior. Background The City Council held a retreat and goal setting session on May 21, 2016. As part of the outcomes of that session, the City Council, led by Mayor Grant, discussed how norms of behaviors would help improve the Council's operations and better define roles and expectations working with City staff. Discussion Attached in Resolution 2016-022 are the agreed upon Norms of Behavior by the City Council at the May 21, 2016 retreat. Staff was directed to put these on a subsequent City Council agenda for adoption. Attachment A: Resolution 2016-022 ,M` Attachment A ,AVEN HILLS CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2016-022 RESOLUTION ESTABLISHING CITY COUNCIL NORMS OF BEHAVIOR BE IT RESOLVED BY THE ARDEN HILLS CITY COUNCIL THAT THE NORMS OF BEHAVIOR ARE HEREBY ESTABLISHED AS FOLLOWS: 1. Speak only for yourself,not for other Councilmembers—unless specifically tasked by your colleagues to speak for the group. 2. Don't question motives. Assume others have positive intentions,even when you disagree. 3. Be respectful of one another,and the public process,at all times. Do not criticize Staff or others in public. 4. Aim of consensus,but accept decisions of the majority once made. 5. Stay focused on the elected official role—policy,prioritization,and citizen representation. 6. Work primarily through the City Administrator or a Department Head, and through line staff with prior arrangement. May work with the writer of a memo in a packet to request information for clarification. Refrain from attending staff meetings,trainings,"rides-along"or group staff functions unless specifically invited or cleared by the City Administrator. 7. Respect Staff and the fact that they work for the Council as a whole. Don't expect or ask them to engage in the fray(secrets,gossip,triangulation),make your individual case (to take sides),or to be your"insider" (informant). ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 27`h DAY OF JUNE,2016. David Grant,Mayor ATTEST: Julie Hanson, City Clerk PUBLIC HEARING—8A ,iVEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Council Members FROM: Susan Iverson, Acting City Administrator/Director of Finance and Admin Services, Pang Silseth, Accounting Clerk SUBJECT: Adopting and Confirming Quarterly Special Assessments for Delinquent Utilities Background: Delinquent utility amounts are certified to Ramsey County quarterly. A list of utility accounts with a delinquent balance was compiled and notices dated May 9, 2016 were mailed. These customers were informed of their delinquent status and were asked to make payment of the delinquent balance by June 10, 2016. Utility accounts with an unpaid delinquent balance after June 10, 2016 would be certified to Ramsey County to be added to property taxes payable in 2017. The certification amount is equal to the unpaid delinquent balance plus an eight percent penalty. A list of remaining delinquent utility accounts, as of June 22, 2016 is attached. The City will request that Ramsey County levy the delinquent balances against the respective properties. Recommended Action: Motion to approve Resolution 2016-021 certifying the attached list of delinquent utility accounts to Ramsey County. Attachments Attachment A: Resolution No. 2016-021 Attachment B: List of Delinquent Utility Accounts , � Attachment A ,- S EN HILLS CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO.2016-021 RESOLUTION ADOPTING AND CONFIRMING QUARTERLY SPECIAL ASSESSMENTS FOR DELINQUENT UTILITIES WHEREAS, the amount to be specially assessed for DELINQUENT UTILITIES has been duly calculated in accordance with the provisions of the Municipal Code and Minnesota Statues; and WHEREAS, notices have been duly mailed as required by law; and WHEREAS, said proposed assessments have at all times since their filling been open for public inspection, and an opportunity has been given to all interest parties to present objections if any, to the proposed assessments; and WHEREAS, there were no oral or written objections received. 1. The amounts so calculated and set forth in said notices are hereby levied against the respective parcels of land described therein, and 2. The proposed assessments are hereby adopted and confirmed as special assessments for each of said parcels of land and the assessments together with an additional penalty of eight percent (8%) of the original unpaid amount, inclusive of any previous delinquency penalty, shall be a lien concurrent with general taxes upon such parcel. NOW THEREFORE,BE IT RESOLVED by the City Council of the City of Arden Hills, Minnesota, that the City Administrator be authorized and directed to transmit to the County Auditor a certified duplicate of the assessment roll to be extended upon the property tax lists of the County, and the County Auditor shall collect said special assessments with taxes levied in 2016, payable in 2017: ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 27TH DAY OF JUNE 2016. ATTEST: David Grant,Mayor Julie Hanson, City Clerk Attachment B Prior Utility 8%Cert Total PID Cert Customer Service Address Arrears Fee Delinquent 223023340011 Mathews Redden 1365 Eide Circle $307.62 $24.61 $332.23 223023340036 Beuning 4101 Hamline Avenue N $300.90 $24.07 $324.97 223023240275 DelCastillo 4442 Arden View Court $245.47 $19.64 $265.11 223023240278 Simon 4445 Arden View Court $447.73 $35.82 $483.55 223023240326 Larson 4370 Arden View Court $163.74 $13.10 $176.84 223023210048 Griffendorf 1383 Arden View Drive $166.59 $13.33 $179.92 223023210108 Riester 1444 Arden View Drive $148.49 $11.88 $160.37 223023120013 Besser 1307 Karth Lake Circle $255.96 $20.48 $276.44 223023340047 Wagner 4101 Gale Circle $176.56 $14.12 $190.68 223023310019 Yaman 1423 Colleen Avenue $100.00 $8.00 $108.00 223023320035 Haik 1550 Briarknoll Circle $185.08 $14.81 $199.89 283023240021 Malecha 1822 Venus Avenue $245.80 $19.66 $265.46 283023240018 Hames 1839 Venus Avenue $216.14 $17.29 $233.43 283023330013 Mauricio 2027 Thom Drive $241.02 $19.28 $260.30 213023140006 Cushing 4401 Old Highway 10 $119.75 $9.58 $129.33 213023140007 Carlson 4375 Old Highway 10 $119.75 $9.58 $129.33 163023340007 Dosedel 4633 Old Highway 10 $137.85 $11.03 $148.88 163023340015 Erickson 4627 Highway 10 $180.87 $14.47 $195.34 283023410038 Markegard 3757 McCracken Lane $248.71 $19.90 $268.61 283023440022 Harrington 1683 Chatham Avenue $347.37 $27.79 $375.16 213023430017 Paulsen 1791 Janet Court $172.97 $13.84 $186.81 333023110036 Moberg 1611 Lake Johanna Boulevard $266.81 $21.34 $288.15 283023120052 Erickson 1761 Lake Valentine Road $185.29 $14.82 $200.11 213023410051 Fresonke 1681 Brueberry Lane $155.05 $12.40 $167.45 283023120048 Heineman 1707 Valentine Avenue $192.40 $15.39 $207.79 343023330018 Ronchak 1516 Edgewater Avenue $167.33 $13.39 $180.72 333023430022 Mason 3208 Shorewood Drive $158.58 $12.69 $171.27 343023410055 Whiting 1171 Carlton Drive $453.36 $36.27 $489.63 333023340020 Johnson 3223 Lake Johanna Boulevard $195.36 $15.63 $210.99 343023310046 Kulman 1468 Bussard Court $119.75 $9.58 $129.33 343023210016 Davies 1437 Arden Place $185.49 $14.84 $200.33 333023420038 McCloskey 3290 Lake Johanna Boulevard $195.12 $15.61 $210.73 333023240032 McCloskey 1876 Grant Road $221.18 $17.69 $238.87 343023420053 Neuberger 3330 Dunlap Street $143.54 $11.48 $155.02 333023240094 Weeks 1873 Stowe Avenue $200.21 $16.02 $216.23 343023440077 Spalding 3205 Lexington Avenue N $167.25 $13.38 $180.63 333023240027 Berscheid 1840 Grant Road $191.57 $15.33 $206.90 343023310015 Campbell 3354 Snelling Avenue N $149.06 $11.92 $160.98 343023230017 Hagen 1532 Arden Place $163.38 $13.07 $176.45 333023320003 Prayfrock 1950 Stowe Avenue $303.55 $24.28 $327.83 343023140042 Marinoff 1177 Benton Way $143.80 $11.50 $155.30 333023330034 Morrissette 2028 Edgewater Avenue $207.78 $16.62 $224.40 333023240108 Trites 1850 hidian Place $236.51 $18.92 $255.43 273023140005 Health Partners 3930 Northwoods Drive $3,336.33 $266.91 $3,603.24 283023310016 Smith 3786 Brighton Way $227.77 $18.22 $245.99 333023420002 Schmidt 3352 Lake Johanna Boulevard $196.19 $15.70 $211.89 343023210039 Baldridge 1450 Arden Place $170.08 $13.61 $183.69 Prior Utility I Cert Total Customer11Delinquent 213023430025 Bramantes Arden Hills Land 1720 Parkshore Drive $24.04 $1.92 $25.96 223023240240 Ordos 4412 Arden View Court $176.24 $14.10 $190.34 343023420040 Jones 1305 Tiller Lane $242.73 $19.42 $262.15 343023140009 Bermudez 1115 Benton Way $183.72 $14.70 $198.42 223023240283 Speggen 4463 Arden View Court $180.26 $14.42 $194.68 223023330015 Foghe 4149 Norma Avenue $194.72 $15.58 $210.30 223023310011 Knudson 1388 Colleen Avenue $164.43 $13.15 $177.58 343023210059 GW Agency LTD 3530 Glenarden Road $24.06 $1.92 $25.98 333023320008 McDonald 2000 Stowe Avenue $296.15 $23.69 $319.84 223023210117 Herber 1450 Arden View Drive $159.02 $12.72 $171.74 223023240273 Lambert 4454 Arden View Court $164.39 $13.15 $177.54 223023240303 Jacobson 4394 Arden View Court $262.91 $21.03 $283.94 213023410028 Lange 1675 Brueberry Lane $181.31 $14.50 $195.81 223023240248 Okeleye 4416 Arden View Court $178.22 $14.26 $192.48 283023330011 Kuhn 1971 Thom Drive $173.78 $13.90 $187.68 333023310030 Schmidt 1827 Beckman Avenue $252.83 $20.23 $273.06 223023230016 Braaten 1528 McClung Drive $193.34 $15.47 $208.81 343023420030 Botelho 1270 Ingerson Road $885.20 $70.82 $956.02 223023320026 Stoesz Eldridge 1469 Colleen Avenue $286.26 $22.90 $309.16 333023310012 Tall 1910 Stowe Avenue $189.37 $15.15 $204.52 213023440014 Bramantes Arden Hills Land 1718 Parkshore Drive $22.69 $1.82 $24.51 213023440015 Bramantes Arden Hills Land 1722 Parkshore Drive $29.20 $2.34 $31.54 213023440013 Bramantes Arden Hills Land 4177 Old Highway 10 $43.58 $3.49 $47.07 283023320040 Nguyen 3820 Cleveland Ave N,Unit 100 $244.13 $19.53 $263.66 223023240322 Rogers 4478 Arden View Court $143.46 $11.48 $154.94 223023140034 Carlson 4365 Lexington Avenue N $46.07 $3.69 $49.76 , ; NEW BUSINESS—9A 'It ,-ARZEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Councilmembers Susan Iverson, Acting City Administrator FROM: John Anderson, Acting Public Works Director SUBJECT: Night Work Construction Activity Waiver Lexington Avenue/ County Road F Requested Action Approve the Night Time Construction Activity Waiver for the Lexington Avenue/ County Road F project for overnight concrete sawing. Background/Discussion The concrete paving that is being placed on Lexington Avenue requires sawing of joints to take place within a short period of time as the concrete begins to cure. Typically, the joints need to be sawed within a 6 to 12 hour window and that occurs the night following the paving operations. City ordinance does not allow work to take place between the hours of 9:00 PM and 7:00 AM. City Ordinance does allow for a Waiver to the Ordinance to allow night time operations. The specific wording of the Ordinance is reproduced below: Section 630 - Construction Activities 630.01 Prohibited Activities. No person shall engage in or permit construction activities involving the use of any kind of electric, diesel or gas powered machine or other power equipment except between the hours of 7:00 a.m. and 9:00 p.m. on any weekday or between the hours of 8:00 a.m. and 9:00 p.m. on any weekend or holiday. 630.10 Prohibited Activities. Except as allowed by permit of the City Council, no person shall engage in or permit construction activities involving the use of any kind of electric, diesel or gas powered machine or other power equipment except between the hours of 7:00 a.m. and 9:00 p.m. on any weekday or between the hours of 8:00 a.m. and 9:00 p.m. on any weekend or holiday. Upon application Page 1 of 2 for a waiver and notification to all properties within 500 feet from the property line at least ten days prior to the City Council meeting, the City Council may grant a permit waiving the requirements of this Section for maintenance activities and may impose reasonable conditions to it. C.S. McCrossan the Lexington Avenue / County Road F contractor, has applied for a waiver to perform night time work following their concrete paving operations. Concrete paving operations will fall into two primary times the first being the southbound lanes of Lexington Avenue which is planned to begin the week of June 20 and take roughly 10 days. The second paving operation would be the northbound lanes expected to take 10 days and occur sometime in late July or early August. County Road F is paved with bituminous pavement and the sawing operations would be limited to Lexington Avenue. Staff prepared a notice and mailed it to all Arden Hills properties within 500 feet of the construction limits. The only residential property within this area is the apartments on County Road F which are a substantial distance from the location of the actual work on Lexington Avenue. As of the preparation of this memo, city staff has received no comments from the properties notified Attachments Attachment A: Night Time Construction Activity Waiver request Page 2 of 2 Attachment A ��/ C.S.McCrossan Construction, /nc. B❑x 1240, 7B65 Jeffers❑n Highway, Maple Grove, Minnesota 55311-6240 763/425- 4167 Fax: Estimating 753/425-❑52❑ •Administration 763/425-1255 June 14th 2016 Mr. John Anderson City of Arden Hills 1245 W Hwy 96 Arden Hills, MN 55126 RE: S.P. 6285-154, S.A.P 062-651-048, 187-020-015 CSAH 51 —Lexington Avenue Subject: Noise Variance for Green Sawing of Concrete Pavement. Dear John: C.S. McCrossan Construction, Inc. requests that a noise variance for Green Sawing the pavement joints be issued for this project in order to complete the concrete paving operations on south bound Lexington Avenue. We anticipate the paving operations would start on June 181h and would (with cure times) be completed by June 28th and another 10 days of paving on north bound Lexington late July early August The actual paving operations will be preformed within the city's allowable work hours but the green sawing must be preformed within a time period where the concrete has cured enough that the saw can run on the concrete and not cured to the point that we start getting random cracking. The sawing operations could go through out the night depending on the temperature and humidity. If you have any questions please feel free to call. Thank you for your attention to this matter. Sincerely, Mark Reich; C.S. McCrossan Construction, Inc. �I F:\1897-Ramsey-Lexington Ave\F. Corrspondence&Meetings\Noise Variance—John Anderson.doc Page 1 of 1 NEW BUSINESS—9B 'It ,-iIZEN�HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Councilmembers Sue Iverson, Acting City Administrator FROM: Matthew Bachler, Senior Planner SUBJECT: Planning Case#16-015 Applicant: Steve and Jennifer Jytyla Property Location: 1494 Keithson Drive Request: Variance Requested Action Motion to approve Planning Case 16-015 for a rear yard setback Variance at 1494 Keithson Drive, based on the findings of fact and submitted plans, as amended by the five conditions in the June 27, 2016, Report to the City Council. Background The property at 1494 Keithson Drive was developed by Pulte Homes as part of the Fox Ridge subdivision approved by the City in 2011. The lot area measures 32,736 square feet, however, a wetland area covers a large portion of the lot and limits the area that can be developed. As part of the subdivision approval, Pulte was required to dedicate a drainage and utility easement that covers the wetland and a five-foot buffer along the wetland's edge. The City Code restricts the placement of any structures within a drainage and utility easement. The property also includes a public walking path that traverses the lot on the south side of the existing house connecting Keithson Drive to the City trail that runs between the Fox Ridge subdivision and the townhomes to the east. A trail easement across the walking path was dedicated on the Fox Ridge plat. Due to environmental constraints, the existing house was placed in the far northeastern corner of the lot near the 30-foot rear yard and 10-foot north side yard setback lines. The dwelling also required a setback of approximately 73 feet from the front property line to avoid the drainage and utility easement and conform to structure setback requirements. In comparison, most of the City of Arden Hills City Council Meeting for June 27, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\leTnOS Reports_16-015 Page 1 of 5 homes in the Fox Ridge subdivision as well as those on Keithson Drive to the north of the subject property are setback approximately 40 feet from the front property line. Overview of Request The applicants have requested a rear yard setback variance in order to construct a 216 square foot three-season porch addition on the rear side of the house. The porch addition would encroach 3 feet—6 inches into the required 30-foot rear yard setback, creating a setback of 26 feet—6 inches from the rear property line. The project would also include a 211 square foot deck that would be accessed through the new porch addition. In this case, a variance is only needed for the porch addition as the deck encroachment in the rear yard setback is allowed under the permitted encroachment provisions in Section 1325.03, Subd. 2 of the Zoning Code. The applicants have submitted a letter addressing the variance criteria along with photographs of the site (Attachment A). A site plan of the property and construction plans for the proposed addition have also been provided (Attachments C and D). Plan Evaluation A full evaluation of the proposal was presented to the Planning Commission at their meeting on June 8, 2016. The staff report to the Planning Commission is included in Attachment G. Additional Review Building Official and City Engineer The Building Official and City Engineer have reviewed the plans and have no additional comments at this time. A building permit will be required prior to any construction taking place. Rice Creek Watershed District The Rice Creek Watershed District has reviewed the plans and determined that a permit is not required for the project. Variance Evaluation Criteria On May 5, 2011, the Governor signed into law new variance legislation that changed the review criteria cities must use when evaluating variance requests. The new law renames the municipal variance standard from "undue hardship" to "practical difficulties," but otherwise retains the familiar three-factor test of(1) reasonableness, (2) uniqueness, and (3) essential character. Also included is a sentence new to city variance authority that was already in the county statutes: "Variances shall only be permitted when they are in harmony with the general purposes and City of Arden Hills City Council Meeting for June 27, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\lemos Reports_16-015 Page 2 of 5 intent of the ordinance and when the terms of the variance are consistent with the comprehensive plan." Therefore, in evaluating variance requests under the new law, in order to find a practical difficulty, cities should adopt findings addressing the following questions: • Is the variance in harmony with the purposes and intent of the ordinance? • Is the variance consistent with the comprehensive plan? • Does the proposal put property to use in a reasonable manner? • Are there unique circumstances to the property not created by the landowner? • Will the variance, if granted, alter the essential character of the locality? As was the case before the new legislation took effect, economic considerations alone cannot constitute a practical difficulty. Furthermore, the new law clarifies that conditions may be imposed on granting of variances if those conditions are directly related to and bear a rough proportionality to the impact created by the variance. Findings of Fact The Planning Commission reviewed Planning Case 16-015 at their regular meeting on June 8, 2016. Draft minutes from the meeting are included in Attachment H. The Planning Commission offers the following findings of fact for consideration: General Findings: 1. The property at 1494 Keithson Drive is located in the R-1 Single Family Residential Zoning District. 2. The lot is in conformance with the minimum lot size and dimensions for the R-1 District. 3. The existing conditions on the property are in conformance with the setback and structure and lot coverage requirements for properties in the R-1 District. 4. The proposed porch addition would encroach 3 feet— 6 inches into the rear yard setback creating a setback of 26 feet — 6inches from the rear property line. The minimum rear yard setback in the R-I District is 30 feet. The proposed porch addition would meet all other setback requirements for the R-1 District. 5. The proposed deck is in conformance with the Zoning Code as Section 1325.03, Subd. 2 (A) permits decks to extend six feet into the rear yard setback as long as the encroachment is not closer than six feet from the rear lot line. The proposed deck would be setback 26 feet—6 inches from the rear property line. 6. All other aspects of the proposed porch and deck addition are in conformance with the Zoning Code requirements for the R-1 District. 7. The proposed addition would not encroach on any flood plains, wetlands, or easements. 8. The proposed addition is not expected to impact any significant trees on the property. City of Arden Hills City Council Meeting for June 27, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\lemos Reports_16-015 Page 3 of 5 Variance Findings: 9. The variance would be in harmony with the purpose and intent of the City's Code because the impact of the addition on adjacent properties would be mitigated by the location of the addition at the rear of the house, the elevation change between the subject property and the adjacent property to the east, and the presence of several large trees along the rear property line that provide screening. 10. The variance would be consistent with the City's Comprehensive Plan because it meets the City's housing goal of encouraging property investment that complements and enhances the character of the City's established neighborhoods. 11. The proposed porch addition is a reasonable use of the property that would not be allowed under the rules of the Zoning Code without the requested variance. 12. The property is unique because of the wetland area that covers a large portion of the site. A drainage and utility easement covers the wetland area and a 5-foot buffer along the wetland's edge, limiting where additions to the home can be constructed. The unique characteristics of the property were not created by the property owners. 13. The proposed addition would not alter the essential character of the neighborhood because it would result in a structure that is consistent and compatible with other construction in the area. 14. The requested variance does not appear to be based on economic considerations alone. Recommendation The Planning Commission recommends approval (4-1, Thompson) of Planning Case 16-015 for a rear yard setback Variance at 1494 Keithson Drive, based on the findings of fact and submitted plans in the June 27, 2016, Report to the City Council, as amended by the following five conditions. 1. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 2. A building permit shall be required prior to commencement of construction. 3. The porch addition shall match the color and architectural style of the rest of the principal structure. 4. An encroachment of 3 feet — 6 inches shall be permitted for the porch addition into the 30-foot rear setback requirement. This will result in a setback of 26 feet—6 inches from the rear property line. 5. The structure shall conform to all other regulations in the City Code. Options 1. Approve the proposal as submitted. City of Arden Hills City Council Meeting for June 27, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\lemOS Reports_16-015 Page 4 of 5 2. Approve the proposal with conditions (Recommended Action). 3. Deny the application with reasons for denial. 4. Table for additional information. Notice Although a variance does not require a public hearing, a public meeting notice was prepared by the City and mailed to properties within 350 feet of the subject property. Public Comments The City received a phone call from the resident at 1474 Arden View Drive who stated their opposition to the variance request. The resident expressed concerns about the setback distance of the proposed addition from the adjacent townhomes and from the public walking path on the applicant's property. The City received an email from the residents at 1477 Arden View Drive stating their opposition to the variance request. A copy of the email is provided in Attachment F. Deadline for Agency Actions The City of Arden Hills received the completed application for this request on May 26, 2016. Pursuant to Minnesota State Statute, the City must act on this request by July 25, 2016 (60 days), unless the City provides the petitioner with written reasons for an additional 60-day review period. The City may extend the review period beyond the 120 days, with the applicant's permission. Attachments A. Land Use Application, Variance Request Letter, and Site Photographs B. Location and Aerial Maps C. Property Survey D. Proposed Site Plan E. Proposed Building Plans and Elevations F. Public Comments G. Planning Commission Report, June 8, 2016 H. Draft Planning Commission Minutes, June 8, 2016 City of Arden Hills City Council Meeting for June 27, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\leTnos Reports_16-015 Page 5 of 5 Attachment A For Office Use Only DEN HILLS Planning Case No. 16- 015 Submittal Date 1245 West Highway 96 Application Completed Date Arden Hills, Minnesota 55112 Accepted by MW Telephone (651) 792-7800 Receipt Number [s 3 Fax (651) 634-5137 Council Decision www.cityofardenhills.org 4 Council Decision Date 2016 LAND USE APPLICATION Applicant Information Aj?plicant: Sfe. Nte- Per- IV IV I& — Address: lq qG 50Y), Dri V-G Telephone No.: (p Other: Fax No.: II Email Address: S 4-e e-j4 4- la- 0 6Wo e) vi-N_ Property Information Property Owner: +-e Ve + - i kf .Ju 4 /Ot Owner Address: .Liz MJN 5-511 E— _Owner Telephone No. (P.Jol 8,7 7 g Other: r�. Address of Property Involved: �� �� �'}rJj y' ❑� I�_ 1�� u .J`1 Z Legal Description: Lb 4- 13 t4 ,t Q i d r �•r114'l5 �/ � y1 IV_ Property ID No.: 2.L.I ols 2- .0 0 6I Type of Use: 9,e5 -e(tK r4 / Zone: A I Property Acreage: Sd- - Type of Request ❑ Comprehensive Plan Amendment(Fee: $500 + ❑ Rezoning or TCAAP Regulating Plan Amendment Escrow: $1,000) (Fee: $350 + Escrow: $1,000) ❑ Conditional Use or Interim,Use Permit/CUP or IUP ❑ Zoning Code or TCAAP Redevelopment Code Amendment (Fee: $350+ Escrow: $1,000) Amendment (Fee: $350+ Escrow: $1,000) ❑ Preliminary Plat(Fee: $500 + Escrow: $1,000) ❑ City Code Amendment(Fee: $350 + Escrow: ❑ Final Plat(Fee: $500+ Escrow: $1,000) $1,000) ❑ Lot Split/Minor Subdivision (R-1 and R-2 Districts ❑ Concept Plan Review(Fee: $150+ Escrow: Only) (Fee: $350 + Escrow: $1,000) $1,000) 12 Variance or Permitted Adjustment(Fee: $350 + ❑ Master Planned Unit Development or Master Special Escrow: $1,000) Development Plan (Fee: $350 + Escrow: $1,000) ❑ Vacation of Easement or Right-of-Way(Fee: $150 + ❑ Final Planned Unit Development or Final Special Escrow: $1,000) Development Plan (Fee: $350 + Escrow: $1,000) ❑ Appeal of Administrative Decision (Fee: $150+ ❑ Planned Unit Development Amendment or Special Escrow: $1,000) ❑evelopment Plan Amendment(Fee: $350 + Escrow: $1,000 ❑ Land Use Requests—Not Already Specified (Fee: $150 + Escrow: $1,000, ❑ Site Plan Review(Fee: $350+ Escrow: $1,000) Revised: 12-18-15 Page 1 of 3 Brief Description of Request lease also include a typed, detailed letter explaining the ro'ect *IMPORTANT* • Certain applications are subject to review and approval by the Rice Creek Watershed District. Contact RCWD directly at 763-398-3070 for additional information. The land use application fees do not cover building, sign, or other permit fees that may be required upon approval of a land use application. All applications will be subject to additional fees for reimbursement of consultant costs associated with filing, reviewing, and processing of application in the form of an escrow to the City. Filing & Information Requirements The City requests that you make a pre-application meeting with the City Planner to discuss the application process, requirements, and deadlines. Unless waived by the City Planner or Planning Commission, a certified survey of the property is required for all applications. A checklist with additional application requirements can be found at www.citvofardenhills.org/landuseaopiications. C orn plete/I ncom plete_AApplscation_s An incomplete application will delay the processing of land use requests. The application approval time commences and an application is considered officially filed when the City Planner has received and examined the application and determined that the application is complete. A decision on whether the application is complete or incomplete shall be made within fifteen (15) working days following the submittal of the application. When the application is deemed to be "complete" it shall be placed on the agenda of the first possible Planning Commission meeting provided that all required public notices have been sent and published. Payment of Fees and Escrows The undersigned acknowledges that she/he understands that before a land use application can be deemed complete, all required fees and escrows must be paid to the City. Each separate land use request shall be charged a separate administrative fee and escrow even if submitted on the same application. Costs expended in reviewing and processing an application will be charged against the cash escrow and credited to the City. Charges to the escrow may include planning and engineering staff time, City Attorney and consulting fees, and mailing costs. If, at any time, a required cash escrow is depleted to less than 20 percent of its original amount, the applicant shall deposit additional funds in the cash escrow account as determined by the City. The City may withhold final action on a land use application, withhold building permits, and/or rescind prior action until all fees have been paid. Unused portions of an escrow are returned to the applicant upon successful implementation of an approved plan. The escrow may be reduced or increased by the City Planner on a project by project basis. Notice of Meeting Attendance In order for the Planning Commission and the City Council to consider any application, the applicant or a designated representative must be present at the scheduled meeting. If not, the matter may be tabled until the next available agenda. Revised: 12-18-15 Page 2 of 3 Agenda Deadline and Meeting Schedule The deadline for submittal of land use applications is required according to the schedule outlined below. There are no exceptions. Failure to submit all application materials by the deadline date may delay the review process. Planning Commission meetings are typically held on the first Wednesday after the first Monday of each month at 6:30 PM, though please contact City Hall to verify the meeting date and time. City Council meetings are held typically the last Monday of the same month at 7:00 PM. Meetings are held in the Council Chambers at the City of Arden Hills, 1245 West Highway 96, Arden Hills, Minnesota 55112, unless otherwise stated. Applicants are advised that additional meetings and/or workshops are scheduled when necessary upon approval of the Planning Commission. 2016 SCHEDULE (*subject to change) TENTATIVE TENTATIVE PLANNING CITY COUNCIL APPLICATION COMMISSION MEETING DEADLINE MEETING DATE* DATE* DATE* (Generally held on the first Wednesday after the first (Generally held the Monday at 6:30 .m.) last Monday at 7:00 p.m.) December 7 2016 January 6 January 25 January 4 February 3 February 29 February 1 March 9 March 28 March 7 Aril 6 Aril 25 April 4 May 4 May 31 �4 May 2 June 8 June 27 June 6 July 6 July 25 July 5 August 3 August 29 August 1 September 7 September 26 Se tember 6 October 5 October 31 October 3 November 9 November 28 November 7 December 7 December 27 December 5 Januar 4 2017 January 30 2017 Acknowledgement anti Signature I acknowledge that I have read all of the information listed in the City of Arden Hills Land Use Application and fully understand that I am responsible for all costs incurred by the City related to the processing of this application. -e4�­PCIMK Fbq CKNI Property Owner Sig ature (Required Date Applicant Signature (If different than the property owner) Date Please contact the City Planner at 651-792-7800 if you have any questions regarding this application. Additional copies of this application form are available on the City's website:www.citvofardenhills.argAanduseapblicattons Revised: 12-18-15 Page 3 of 3 City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 Dear Planning Commission: The attached proposal details the evidence supporting our request for a variance from the Zoning Code. The strict interpretation of the zoning code restricts the reasonable use of the property in question due to the unique characteristics of the property. Issuance of a variance to the zoning code would not jeopardize the spirit of the zoning code or deviated from the character of the neighborhood. Our building project consists of an 18'x 12' covered 3-season porch extending off the Southern most section of the East side (back side) of the home, adjacent to the currently existing Egress/Ingress door. Extending to the south directly off the 3- season porch is a 10'x 20' uncovered porch that slightly wraps around the southern edge of the home (please see the attached rendering of the proposed porch). We plan to use the licensed builder Archadeck- Outdoor Living (License #: BC642018) to complete the building project. It is our belief that this variance is well within the spirit of the zoning code. It is my understanding from my discussion with Arden Hills Senior Planner Matthew Bachler that the spirit of the Zoning Code is to protect the adjacent neighbors from obstruction of view, encroachment of property and other"unsightliness" resulting from such building projects. I have taken the liberty to take photographs of the three closest neighbors (closest neighbor to the North, East and South)who would have the greatest impacted by this building project. The photos show two different perspectives; the first is a direct line of sight from the proposed deck to the neighbor's house and the other is from the neighbor's home with direct line of site toward the proposed deck. (Please see attached photos). When viewing these photographs you can see that the direct line of sight from the neighbor to the North is completely obstructed from the Northern face of our home (since the proposed deck is on the South Eastern section of the home). The neighbor directly to the South is nearly 200 yards away from the proposed deck with trees and other vegetation to buffer the view. The Neighbor to the East is roughly 35 yards (115 feet) from the proposed deck with trees and other vegetation buffering the view along with the fact that this neighbor's main viewing is to the North and South, not to the West toward the proposed deck. It is also our belief that this variance is within the character of the neighborhood. Of the 39 homes in the Fox Ridge Neighborhood well over half of the homes have decks both with and without 3-season porches. Of the three closets neighbors discussed previously all three have decks currently. Hardship Criteria: 1. The property in question cannot be put to a reasonable use if used under conditions allowed by the official controls: The property where we propose building the deck would only allow an unusably small 3-season porch and greatly limited deck if used under the conditions allowed by the zoning code due to the proximity of the home to the property set back. We are also limited on locations to place the deck and porch due to restriction from the neighbor to the North and the Pond to the South. 2. The plight of the landowner is due to circumstances unique to the property not created by the landowner: Due to the large pond to the south of the home Pulte Homes set the home nearly 90' from the front property line thus creating the situation where the rear of the home is too close to the rear set back. Prior to building we requested from Pulte homes to move the home closer to the Front Property line but they refused. 3. The deviation from the ordinance with any attached conditions will still be in keeping with the spirit and intent of the ordinance: It is our belief that this variance is well within the spirit of the zoning code. It is my understanding from my discussion with Arden Hills Senior Planner Matthew Bachler that the spirit of the Zoning Code is to protect the adjacent neighbors from obstruction of view, encroachment of property and other"unsightliness" resulting from such building projects. I have taken the liberty to take photographs of the three closest neighbors (closest neighbor to the North, East and South) who would have the greatest impacted by this building project. The photos show two different perspectives; the first is a direct line of sight from the proposed deck to the neighbor's house and the other is from the neighbor's home with direct line of site toward the proposed deck. (Please see attached photos). When viewing these photographs you can see that the direct line of sight from the neighbor to the North is completely obstructed from the Northern face of our home (since the proposed deck is on the South Eastern section of the home). The neighbor directly to the South is nearly 200 yards away from the proposed deck with trees and other vegetation to buffer the view. The Neighbor to the East is roughly 35 yards (115 feet) from the proposed deck with trees and other vegetation buffering the view along with the fact that this neighbor's main viewing is to the North and South,not to the West toward the proposed deck. 4. The variance will not create a land use not permitted in the zone: This area is zoned from a 3-season porch and deck. 5. The variance will not alter the essential character of the City: It is also our belief that this variance is within the character of the neighborhood. Of the 39 homes in the Fox Ridge Neighborhood well over half of the homes have decks both with and without 3-season porches. Of the three closets neighbors discussed previously all three have decks currently. 6. The variance is notfor economical reasons alone: The reason for the variance is to increase the comfort, usability and functionality of our home,no economic benefits. � I 1 I • 1 • • 'I / ' • I • 1 I • •I • 1 1 S a r pp .:' eft •GV", f6•. - r 11O`. :,�' IP s •, 1 • from proposed deck • • • toward neighbor directly to the South a 1, I .7.. • • from - back deck of • • • directly to the North •I king toward proposed • • - to see the proposed deck from this vantage point) I Photo 45: View from the back door of the neighbor to the East looking toward the proposed deck - y 3'• A 1 r •i* �� +1r'. �.Y'i"":'A- ^• .9 -- - - -.may '. .3 �yy��'1r-- r _ i •1+.. . - _ '�;. Photo #6: View from the back door of the neighbor directly to the South looking toward the proposed deck. k e- Attachment B -- f w� � Q f. �+ cE.N -> °y m Q`o � z Co cc L Eo0 ? boo t 4? E c w _ w U) =w N U W W im{pQ E gal 0 � CL 2 � ` a U) c p ~ }r CO 4 T � N o Y Co ;F F Coc r Co aw Co �o cD t } � — M 'L — L4 CZ) LL Co C L9 _ N Z .L ID LU — 4 0 10 4�4 CO T Co 00 , E Co M Z OO M .R x.. T- r '77 •r f7 s LO °? � y T Q �co EN > c z ?_ •:.-max"4 . �' - � E 0 0 LL Lu coc c=i m ' O ° ° 0 C a U 0 Q m Z _°95 . r r cuE a U) Y co U �•i co C - N d t r u7 co � f � r C� f � - 9 N � If —' v Ln _ r y W c . -SY fz N Z N .,, �� t ` .S Yet�'� w •� U I z O CERTIFICATE OF SURVEY FOR : LE Attachment C FRONT & REAR YARD TREES LEGEND: U LT E HOMES Lot DECIDUOUS OVERSTORY TREES: TREES TO BE PROVIDED IN THIS AREA- AUTUMN BLAZE MAPLE, PLOT AREA: NORTHWOOD RED MAPLE, LITTLELEAF LINDEN, SWAMP WHITE OAK, HACKBERRY, RED OAK, SUGAR MAPLE. REQUIRED T6) INCHES ABOVE EES SHALL BE FOUR (4") INCHES IN DIAMETER AS MEASURED FROM SIX 7500 Office Ridge Circle, Suite 325 LOT AREA = 32,736 SQ. FT. OR 0.752 ACRES IMPERV GROUND. Eden Prairie, MN 55344 BUILDING FOOTPRINT AREA OUS AREA = 3,641 SQ2,091(SQ.%FT. C'Lh. CONIFEROUS TREES: AUSTRIAN PINE, BLACK HILLS SPRUCE, COLORADO SPRUCE, RED PINE, Office: (9 5 2) 9 8 8-8 2 0 2 Fax: (9 5 2) 9 3 6-7 8 3 9 PULTE HOUSE PLAN: SCOTCH PINE. REQUIRED CONIFEROUS TREES SHALL BE TEN (10) FEET IN HEIGHT. "CRESTWOOD DECIDUOUS ORNAMENTAL TREES: -BASEMENT LOOKOUT- JAPANESE TREE LILAC, PRAIRIE FIRE CRABAPPLE, RED SPLENDER LEGEND' 2-ADDITIONAL STEPS CRABAPPLE, RIVER BIRCH, SPRING SNOW CRABAPPLE, THORNLESS HAWTHORN, WHITESPIRE BIRCH, ORNAMENTAL TREES SHALL BE FOUR 934.0 EXISTING ELEVATION (ELEV. B) (3.5") INCHES IN DIAMETER OR TWELVE (12') FEET IN HEIGHT CLUMP PLAN # CRESTWOOD FORM. 934.0 PROPOSED ELEVATION PLAN DATE: REV. 3/23/12 DIRECTION OF DRAINAGE PULTE JOB # 01804 ©CS CURB STOP ADDRESS: T/IRON T/IRON EOF EMERGENCY OVERFLOW 1494 KEITHSON DRIVE 97762 TG �� i 979.5\ \ I ��/ , I / ARDEN HILLS, MINNESOTA 977.55 N 89°48 49"'t / `� I ��•�4 \ �- X ,978.81 3.58 LFE LOWEST POSSIBLE FLOOR II 9n.77 a � - _ _72_44 _ = g�a.3 - _ PROPOSED ELEVATIONS: -1 4 a 97�17 TC TOP OF CURB TOP OF FOUNDATION = 982.7 72 L--t -�i• S �I i{•p BUILDI TBA �I- � i1 L. Q =-� 22.00 1- 7.2 97s.so '. 1 IRON MONUMENT FOUND I X GARAGE FLOOR = 980.9 97 .'61 \ TC 978.27 I zo. � a ° 8 O\' s77.67 __ g s as o EB ELECTRIC BOX LOWEST POSSIBASEMENT LE FLOOR = 974.0 ----- ----f------89.92----------- --_3.6% 980.9 5 977.42 .\ 977.66 �, / - GARAGE iPROP,OSED 67 m�x976.s 79° ❑ TELEPHONE BOX REAR = 977.7 O DRIVEWAY 1 8 D(� DRIVEWAY a (3 STALL) I �OUSE976.ao n � LOWEST OPENING = 977.5 978.50 s76laz ❑ CABLE TV BOX 977.6, �� O 977.,1 978.581 �78.54 s7s.eo IAA, EMENT ,n �- ,Q =0 f 978.25ILOOKbUT- f ® SCRIBED "X" SET X 977.47 CS- .V G 978.661 976.41 12 ADDITIONAL .67 9h .46- 182° BENCHMARKS: 6. STEPS s s.76 O SET CAP IRON MONUMENT 18425 -.-- X..977.26 97Z4 0 7 .48 1 1 a 978.40 I \ <'.. �/ 770 p g76.54 045 c ESTWOOD TNH ON N. SIDE OF KEITHSON DRIVE AT 1521 S 5 -I 978.15 47 71 975.39 Tc 977.3 / 1 eo.az FE ELEV. g o KEITHSON DRIVE HAS AN ELEVATION= 971.77. 977 3 977.3a I X96.97 --i - '11LDER LL 974.0 83 rY�'1 EDGE OF TREE `l S I9783 f 976.56 I n Y O STORM MANHOLE TNH LOCATED 4503 KETHSON DRIVE HAS AN X 977. 976 4 ` J 976.a6 _ 8.0 976.94 34.33 976.16 ,671 976.28 ELEVATION= 979.68. 97742 971,a 976.7 974. �� /���� 975.70 2 Q r N \off T Pq/ 7 s7 / / VTR\e5W67 S ?972.76\\\ �9Z2.1 5N� SW 1 97570 SWB �I 97 57 s .a9 W SANITARY MANHOLE 974.33 / �eM \ SWB SM1B $7,,. I", -7 - 97 .4$- 973.16 972.47 972.94`-WETLAND /'R - r °1 975. I t 0 i s 6 I ' 972.45--�SWB BUFFER- �� T/IRON i I a 00 (n ® CONSERVATION MONUMENT SIGN NOTES: 97- 972.47 971.49 �< 3 23 974.3 � `//• g7323 BOARDWALK SWB 7 609Z SWB F (P) PROPOSED ELEVATION 1. SURVEY PREPARED FROM ALLIANT ENGINEERING, INC. ��74 4\ C /97246 972•48 972.6?✓ M GRADING PLAN DATED JULY 12, 2011. -WETLAND / 972.41 \ \972.4 �� ocj10N% BUFFER 7 972.41 \ 972 97230 d- WETLAND BUFFER MONUMENT 972.43� \ 972. 3 972.a7 -.. `� � 2. BEARINGS ARE ASSUMED PER PLAT K I� lG/ --___------`��\ 00 � � 97229 \ o 97245 900 PROPOSED CONTOURS \'/ 3. BUILDING DIMENSIONS SHOWN ARE TO OUTSIDE 9722-5q e \ - w-0 I'7 �c EXISTING TREE FOUNDATION WALL. ALL DIMENSIONS AND LOCATIONS ARE \ / 9C 97209 \`� �o TO BE VERIFIED IN THE FIELD WITH THE ARCHITECTURAL / EDGE OF ,- it , 9 a O SWT WALL TOP PLANS. ! L WETLAND Z SWB WALL BOTTOM 4. THE DEVELOPMENT PLAN IS GRAY SCALED ON SURVEY. O 9s��'ro °1 973 46 THE LLOWESOTTPOSSIBLEIS NED FOR FLOOR OFO974..0T BASEMENT WITH A & LOWEST POSSIBLE r FT to OPENNING OF 976.8 PER THE DEVELOPMENT PLAN. SITE 0 WETLAND B �` 18 " ��� �, � .. GRADING IS COMPLETED WITH PAD HOLD DOWN FROM FINAL 4- HWL=972.16 \ - - I ,- ll t>.*t J e-< CONTOURS. FINAL GRADING TO BE COMPLETED BY HOME I EDGE OF- 973.39 I I °1 8 ,� / BUILDER. - WETLAND �3• / /� . -_-_-- �� (// I Revised: 1//2 newBoardwalk, wetland buffer, wall & re-stake. I ------- -�-�- / / l� Revised: 9/26/12 new wall adjustment. �_--- ` Pulte Job p: Date Staked: I hereby certify that this plan, specification or report 8/23/12 01804 Was prepared by me or under my direct supervision / and that I am a duly Licensed Professional Land 9 \ Surveyor under Minnesota statutes 326.02 to 326.16. < Alliant job-# Checked By DENNIS L -L 1 , / -BUFFER J\ J+ \ 100055-01804 DBO Print Name N84 Field Crew: Drawn B Signat Y ure ----- ---- 2 AUGUST 30, 2012 18425 '48'27"W 205,74 \• \ CE LT Date License Number 0 15 30 60 MALLIANT F 0 X RIDGE ENGINEERING, INC. .� .� ARDEN HILLS, MINNESOTA 3233 00 SCALE IN FEET PARK Ave. SOUTH, sulTe " MI NEAPOUS, MN 55415 LOT 18, BLOCK 4 PHONE (612) 758-3080 FAX 612 75B-3099 Attachment D eve + TrY)N Cr y 4-1 /4 �a v Adjfee s 54-w-e- o2'k P4 O Li � to iF �l i 1 E.-Iov�aC . phf�c� 1 ./ J Attachment E Al dimensions are approximate In the even)of a difference between the drawn and written dimensions,the written dlmenelon shall p—all Due to local dlfferances In bullding-des and reguletiona,and epedtic ells candNons,these drawings may need to be nwdlged by the bullder to comply wffh such local codes and regulallo FD-1 EXISTING RESIDENCE '> O ,ll 0 L U O c tart lq nu � nr _ 0-2 uu L rlrr I rII I Irt O 9= 1,f.w ,r DECK FLOSH WITH p III Di} R irHRESHOLD 04 SHEET DESCRIPTION ell: H�; FOUNDATION T,o ,r, SCALE:1/4" 1111 Till nrI G_ nn 13AS INSERT FIREPLACE LOCATION 11" Prepared by: Archadeck Franchising Corporation Ir rI 2924 Emeryw-d Parkway ,rn 6ulta 101 I µ" Rlchmond,VA 23294 2rfn11 •a�fBe 6" :b" IS" ConebualIn B Draining Department V 02016 Arched eck Franchising Corporagt All rlghta reserved.Unauthorized dupllcallon Ise vloladon of l all applicable levee. 10'„�" � 4'-10°(FIREPLACE} 4 n �aL a� 1`�1-011 1 8'-00 11 ! I �12 N Cl) W — I LO Lf) O> ZZWN ' O2O SCALE 3/16= 1' g=Ui F- J J Wa. = m GENERAL DECK NOTES M A w a 16"X 10"THICK POURED IN PLACE FOOTING(TYPICAL), d UNLESS NOTED OTHERWISE.SEE PLAN FOR LOCATION `- Q (3)2 x 10 PT SYP MAIN DECK BEAM 6 x 6 SUPPORT COLUMNS TREATED FOR GROUND CONTACT 2 Al dimensions are apprwlmak+Ih the event of a difference between the drawn and written dimensions,the wrklen dimension shell prevail Due to local dlllerencea H bupdure wdea and regulations,and epedAc site cmWldone,them drawings may need to be meddled by the builder to cronply with such local codes end regulations,or ells corWlllona SHEET 81_0r1 F F-1 rr 0) EXISTING RESIDENCE rrrr arl*� o rlrr � O o lL rrrr 1 e3)2 x 10 PT SYP C mi Ilia 9 DECK FLUSH WITH O O DOOR THRESHOLD N nn un dill SHEET DESCRIPTION rrrr FLOOR FRAMING rrrr rrrr SCALE=1/4" 12 12 DJ O uu uu nn N nr Prepared by; Archadeck Franchising Corporation 2924 Emerywood Parkway Suite 101 uu Rlohmond,VA 23294 2'—� C.nslrucdon 6 Drafing Department ffi016 Amheec dk Frenchlaing Corporal, All rights reserved.Unauthorized 7 x 10 dupl.11 applicable 1".n of BLOCKING ITYP) 4'-10"(FIREPLACE] SCREEN OVER JOIST/ UNDER DECKING 4r ROOM JOIST AREA LU N rn > 1j O ZO G cZ w N 1 SCALE 3/16= 1' J J LU m om GENERAL DECK NOTES M g LU Q 2 x 10 PT SYP JOISTS @ 16"O.C. t C s (2)2X10 PT SYP RIM-PORCH AREA Q Q 2 x 10 PT SYP LEDGER ATTACHED PER CODE-FLASHED All dimensions ere approximate In the event of a difference between Ore drawn and wftllen dimensions,the written dimension shall pwall Due to local dlfierenoas In building codes and regulallane,and specific site caMldors,these drawings may need to be modified by the builder to comply wfih such local codes and raguletlone,or site conditions Sf{FET 8'-0" FP-1 EXISTINCI RESIDENCE W .> >` U O o .Q p N C *, 70 N L � _ �i DECK Ft.U$H WITH O O 211 SF DIXNi THAESHMD N SHEET DESCRIPTION 216 SF FLOOR PLAN SCALE=1/4" Prepared by; Archedeck Frenchlsing Corporation2924 Emerywood Parkway SuIle 101 Richmond,VA 23294 Conetructlon&DreNng Department 2'-01 02016 Amhadeck Franchising Carporetk All rights reserved Unauthorized duplludon Is s vlolegon of all eppllcable laws, 101-01, I 4'.10"(FIREPLACE) 'SCREEN OVEM JQ115 1. LINDER DECKIN Rt7bT•f 12'-011 18'-0" AREA r -I �1211 N c�M T Cq U r O N SCALE 3/16= 1' g U) GENERAL DECK NOTES GENERAL PORCH NOTES X I- 5/4 x 6 TREX TRANSCEND DECKING W/HIDDEN FSTNRS 514 x 6 TREX TRANSCEND DECKING WIHIDDEN FSTNRS UJ=m 1 x 12 TREX PVC FASCIA (8)34"x 84"MONRAY GLASSWALLS-TEMPERED WINDOWS M Y Z Z Q HEAT N GLO GAS FIREPLACE INSERT p 36"HIGH AFCO ALUMINUM DECK RAILING SYSTEM, (INSTALLED PER MANUFACTURER'S SPECIFICATION's) Q p All dimensions ere sppwArnate In the event or dlRerence between the drawn and written dimensions,the w tten dlmenslon shall prevail Due to local dlHerences In building codes and regulehons,and spedhc site conditions.these drawings may need to be modined by the builder to comply with such local codes andragWallons,or she conditions SHEET RF-1 EXISTING RESIDENCE ♦, W c >` U OC N EXISTING O ROOF 18LOPE SHEET DESCRIPTION ROOF FRAMING SCALE=1/4" O t 04 Prepared by: Arahadeck Franchleing Corporation 2924 Emerywood Parkway Suite 101 12 Richmond,VA 23294 4 — Construdlon k Franchraftingising Department ing Cmpoha 92016 Archedeck Frenchlsing Corporal All rights reeerved.Unauthorized duplication Is a violation of all applicable laws. �0 15 15 15 15 2g43DR DR 13 AT- 0 1'_, 18'-0" 1' I I I j N M rzq 2JC8 RAFTERS @ 16"O.C. SCALE 3/16= 1' c R - X `re o Z cZ W N 1 L O (2)1314X9.5LVL g co GENERAL.PORCH NOTES = � �- -STUD WALL J 8'-6"2X4 WALL HEIGHT(2)1 314 X 9 i/2 LVL CONTINUOS HEADER W =} 4:12 SHED ROOF w/S$DEWALL CONNECTION M Y Z Z Q SHEQROOF ELEVATION 2 x B RAFTERS 18'O.C.t1YP.] Cf) W CATHEDRAL CEILING cal ENCLOSED RAFTERS&4'x B'LP PLYWOOD CEILING FINISH ENCLOSED GABLE ENDS cal PLYWOOD INTERIOR FINISH&LP SIDING ON EXTERIOR Q ALUMINUM ENCLOSED SOFFIT w/12"OVERHANG y"Y ,se$ _ I Attachment F From: To: Matthew Bachler Subject: PC 16-015 Date: Wednesday,June 01,2016 6:07:02 PM Re:Variance 1494 Keithson Drive Arden Hills,MN 55112 We reside at 1477 Arden View Drive and have lived at this address for 33 years.We strongly oppose the granting of the above-described variance.We have watched the encroachment,the deterioration of the wetlands,the intrusion of"gardens" into the wetlands,loss of trees,blocking of views due to the recent building of homes and believe allowing further encroachment by building porches,decks,swimming pools,or any other additions to the existing homes should be denied.Folks that build large homes on small lots need to be respectful of their existing neighbors. John and Peggy Lenke 1477 Arden View Drive Arden Hills,MN 55112 Sent from my iPad Attachment G lt �- IZEN�HILLS MEMORANDUM DATE: June 8, 2016 PC Agenda Item 3.A TO: Planning Commission FROM: Matthew Bachler, Senior Planner SUBJECT: Planning Case#16-015—No Public Hearing Required Applicant: Steve and Jennifer Jytyla Property Location: 1494 Keithson Drive Request: Variance Requested Action The applicants have requested a rear yard setback variance in order to construct a three-season porch addition that would encroach 3 feet—6 inches into the required 30-foot rear setback. Background The property 1494 Keithson Drive was developed by Pulte Homes as part of the Fox Ridge subdivision approved by the City in 2011. The lot area measures 32,736 square feet, however, a wetland area covers a large portion of the lot and limits the area that can be developed. As part of the Fox Ridge subdivision approval, Pulte was required to dedicate a drainage and utility easement that covers the wetland and a five-foot buffer along the wetland's edge. The City Code restricts the placement of any structures within a drainage and utility easement. The property also includes a public walking path that traverses the lot on the south side of the existing house connecting Keithson Drive to the north-south City trail that runs between the Fox Ridge subdivision and the townhomes to the east. A trail easement across the walking path was dedicated on the Fox Ridge plat. Due to the environmental constraints on the property, the existing house was placed in the far northeastern corner of the lot close to the 30-foot rear yard and 10-foot north side yard setback lines. The dwelling also required a setback of approximately 73 feet from the front property line to avoid the drainage and utility easement and conform to structure setback requirements. In comparison, most of the homes in the Fox Ridge subdivision as well as those on Keithson Drive to the north of the subject property are setback approximately 40 feet from the front property line. City of Arden Hills Planning Commission Meeting for June 8, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\lemOS Reports_16-015 Page 1 of 8 1. Overview of Request The applicants have requested a rear yard setback variance in order to construct a 216 square foot three-season porch and a 211 square foot deck addition to their house. Both the porch and deck would be constructed on the rear side of the house with the deck being accessed through the new porch addition. In this case, a variance is only needed for the porch addition as the deck encroachment in the rear yard setback is allowed under the permitted encroachment provisions in Section 1325.03, Subd. 2 of the Zoning Code. The porch addition would encroach 3 feet — 6 inches into the required 30-foot rear yard setback, creating a setback of 26 feet — 6 inches from the rear property line. No other variances from the Zoning Code are needed for this project and the property would otherwise be incompliance with all aspects of the Zoning Code. The applicants have submitted a letter addressing the variance criteria along with photographs of the site (Attachment A). A site plan of the property and construction plans for the proposed addition have also been provided (Attachments C and D). 2. Site Data Future Land Use Plan: Very Low Density Residential Existing Land Use: Single Family Detached Residential Zoning: R-1:Single Family Residential Lot Size: .75 Acres (32,736 square feet) Topography: Relatively flat 3. Surro nding Area Direction Future Land Use Plan Zoning Existing Land Use North Low Density Residential R-1: Single Family Residential Single Family Detached Residential South Very Low Density R-1:Single Family Residential Single Family Detached Residential Residential East Medium Density R-3:Townhouse&Low Density Single Family Attached Residential Residential Multiple Dwelling District West Very Low Density R-1:Single Family Residential Single Family Detached Residential Residential Plan Evaluation 1. R-1 Regulations,Existing Conditions, and Proposed Addition A. Lot Size & Dimensions Conforming The survey indicates that the lot is 32,736 square feet in size. The width of the lot is approximately 140 feet and the depth is approximately 178 feet. City of Arden Hills Planning Commission Meeting for June 8, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\lemOS Reports_16-015 Page 2 of 8 B. Structure Setback— Variance Required The existing dwelling is in conformance with Applicable R-1 Lot Requirements the R-1 District setback requirements. A 1. Minimum Lot Area(sf.) 14,000 variance is needed in this case to allow for the 2.Minimum Lot Size(ft.,width/depth) 95/130 proposed three-season porch to encroach 3 feet 3.Height(ft.) 35 — 6inches into the required 30-foot rear yard setback, creating a setback of 26 feet—6inches. 4. Floor Area Ratio FAR o.3 The porch would extend 12 feet from the rear 5.Lot Covered h Structure 25% side of the house and measure 18 feet in width 6.Minimum Landscape Lot Area 65% for a total area of 216 square feet. The porch includes a gas fireplace on the east side of the F• um Building Setbacks(ft) structure and the cantilevered area for the Fronntt Yard 40 fireplace would extend 6 inches closer to the Rear Yard(Principle) 30 rear property line. Rear Yard(Accessory) 10 Side Yard Interior-Principal The proposed project would include a deck that (Minimum/total both yards on lot) 10/25 would wrap around the southern side of the Side Yard Interior-Accessory 10 house and be accessed through the new porch Side Yard Corner 40 addition. The deck would measure approximately 10 feet by 20 feet with a total area of 211 square feet. While the deck would be constructed in line with the eastern side of the porch, a rear yard setback variance would not be required for the deck portion of the project. Section 1325.03, Subd. 2 (A) of the Zoning Code allows for certain parts of principal structures, including decks, to extend into required setback areas. In the R-1 District, decks may extend six feet into the rear yard setback but cannot be less than six feet from the lot line. The applicants would be allowed to construct a deck up to 24 feet from the rear property line. As proposed, the deck would be setback 27 feet from this lot line. C. Structure Height Conforming The existing dwelling is 35 feet in height, which is the maximum height permitted in the R-1 District. The proposed porch addition would be elevated above grade and constructed at the main level of the dwelling. The height of the porch addition would be less than the height of the existing house. D. Lot Coverage Conforming The property is currently in conformance with the structure and landscape coverage requirements for the R-1 District. The proposed addition would increase structure coverage by a total of 427 square feet to 7.69 percent of the lot area. Landscape coverage would be reduced to 87.58 percent. Properties in the R-1 District are permitted up to 25 percent structure coverage and must maintain a minimum landscape lot area of 65 percent. City of Arden Hills Planning Commission Meeting for June 8, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\lemos Reports_16-015 Page 3 of 8 Lot Coverage Existing Proposed R-1 Regulations Square Feet Percent Square Feet Percent Dwelling 1,365.5 4.17% 1,581.5 4.83% Garage 725.5 2.22% 725.5 2.22% Decks - - 211 0.64% Total Structure 2,091 6.39% 2,518 7.69% Maximum of 25% Driveway 1,500 4.58% 1,500 4.58% Walkways 50 0.15% 50 0.15% Total Impervious 3,641 11.12% 4,068 12.42% Maximum of 35% Coverage Landscape Area 29,095 88.88% 28,668 87.58% Minimum of 65% Lot Size 32,736 32,736 14,000 s.f. E. Floor Area Ratio Conforming The floor area ratio (FAR) is calculated by dividing the gross square footage of the dwelling by the lot area. In the R-1 District, the maximum FAR permitted is 0.3. The existing dwelling has a total floor area of 4,250.4 square feet for an FAR of 0.13. The proposed porch addition would increase total floor area by 216 square feet for a new FAR of 0.14. Decks are not counted towards the gross square footage of a dwelling. F. Tree Preservation The proposed project is not expected to impact any significant trees on the property. If any significant trees are removed as a result of the project,mitigation may be required. 2. Flood Plain,Wetlands, and Easements The proposed addition is outside of any flood plains,wetlands, or easements. 3. Additional Review Building Official The Building Official has reviewed the plans and has no additional comments at this time. A building permit will be required prior to any construction taking place. City Engineer The City Engineer has reviewed the plans and has no additional comments at this time. City of Arden Hills Planning Commission Meeting for June 8, 2016 PAPlanningTIanning Cases\2016TC 16-015-1494 Keithson Drive-Variance\lemOS Reports_16-015 Page 4 of 8 Rice Creek Watershed District The Rice Creek Watershed District has reviewed the plans and determined that a permit is not required for the project. Variance Evaluation Criteria On May 5, 2011, the Governor signed into law new variance legislation that changed the review criteria cities must use when evaluating variance requests. The new law renames the municipal variance standard from "undue hardship" to "practical difficulties," but otherwise retains the familiar three-factor test of(1) reasonableness, (2) uniqueness, and (3) essential character. Also included is a sentence new to city variance authority that was already in the county statutes: "Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance and when the terms of the variance are consistent with the comprehensive plan." Therefore, in evaluating variance requests under the new law, in order to find a practical difficulty, cities should adopt findings addressing the following questions: • Is the variance in harmony with the purposes and intent of the ordinance? • Is the variance consistent with the comprehensive plan? • Does the proposal put property to use in a reasonable manner? • Are there unique circumstances to the property not created by the landowner? • Will the variance, if granted, alter the essential character of the locality? As was the case before the new legislation took effect, economic considerations alone cannot constitute a practical difficulty. Furthermore, the new law clarifies that conditions may be imposed on granting of variances if those conditions are directly related to and bear a rough proportionality to the impact created by the variance. Findings of Fact Staff offers the following findings of fact for review: General Findings: 1. The property at 1494 Keithson Drive is located in the R-I Single Family Residential Zoning District. 2. The lot is in conformance with the minimum lot size and dimensions for the R-I District. 3. The existing conditions on the property are in conformance with the setback and structure and lot coverage requirements for properties in the R-1 District. 4. The proposed porch addition would encroach 3 feet— 6 inches into the rear yard setback creating a setback of 26 feet — 6inches from the rear property line. The minimum rear yard setback in the R-1 District is 30 feet. The proposed porch addition would meet all other setback requirements for the R-I District. City of Arden Hills Planning Commission Meeting for June 8, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\lemOS Reports_16-015 Page 5 of 8 5. The proposed deck is in conformance with the Zoning Code as Section 1325.03, Subd. 2 (A) permits decks to extend six feet into the rear yard setback as long as the encroachment is not closer than six feet from the rear lot line. The proposed deck would be setback 26 feet—6 inches from the rear property line. 6. All other aspects of the proposed porch and deck addition are in conformance with the Zoning Code requirements for the R-I District. 7. The proposed addition would not encroach on any flood plains, wetlands, or easements. 8. The proposed addition is not expected to impact any significant trees on the property. Variance Findings: 9. The variance would be in harmony with the purpose and intent of the City's Code because the impact of the addition on adjacent properties would be mitigated by the location of the addition at the rear of the house, the elevation change between the subject property and the adjacent property to the east, and the presence of several large trees along the rear property line that provide screening. 10. The variance would be consistent with the City's Comprehensive Plan because it meets the City's housing goal of encouraging property investment that complements and enhances the character of the City's established neighborhoods. 11. The proposed porch addition is a reasonable use of the property that would not be allowed under the rules of the Zoning Code without the requested variance. 12. The property is unique because of the wetland area that covers a large portion of the site. A drainage and utility easement covers the wetland area and a 5-foot buffer along the wetland's edge, limiting where additions to the home can be constructed. The unique characteristics of the property were not created by the property owners. 13. The proposed addition would not alter the essential character of the neighborhood because it would result in a structure that is consistent and compatible with other construction in the area. 14. The requested variance does not appear to be based on economic considerations alone. Recommendation The findings of fact for this variance request support a recommendation for approval. If the Planning Commission chooses to make a recommendation for denial, the Findings of Fact would need to be amended to reflect the reasons for the denial. If the Planning Commission recommends approval of this variance, staff recommends the following five conditions: I. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 2. A building permit shall be required prior to commencement of construction. 3. The porch addition shall match the color and architectural style of the rest of the principal structure. City of Arden Hills Planning Commission Meeting for June 8, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\lemos Reports_16-015 Page 6 of 8 4. An encroachment of 3 feet — 6 inches shall be permitted for the porch addition into the 30-foot rear setback requirement. This will result in a setback of 26 feet—6 inches from the rear property line. 5. The structure shall conform to all other regulations in the City Code. Proposed Motion Language 1. Recommend Approval with Conditions: Motion to recommend approval of Planning Case 16-015 for a rear yard setback variance at 1494 Keithson Drive, based on the findings of fact and submitted plans, as amended by the five conditions in the June 8, 2016, Report to the Planning Commission. 2. Recommend Approval as Submitted: Motion to recommend approval of Planning Case 16- 015 for a rear yard setback variance at 1494 Keithson Drive, based on the findings of fact and submitted plans in the June 8, 2016, Report to the Planning Commission. 3. Recommend Denial: Motion to recommend denial of Planning Case 16-015 for a rear yard setback variance at 1494 Keithson Drive based on the following findings of fact:findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. 4. Table: Motion to table Planning Case 16-015 for a rear yard setback variance at 1494 Keithson Drive: a specific reason and/or information request should be included with a motion to table. Notice Although a variance does not require a public hearing, a public meeting notice was prepared by the City and mailed to properties within 350 feet of the subject property. Public Comments The City received a phone call from the resident at 1474 Arden View Drive who stated their opposition to the variance request. The resident expressed concerns about the setback distance of the proposed addition from the adjacent townhomes and from the public walking path on the applicant's property. The City received an email from the residents at 1477 Arden View Drive stating their opposition to the variance request. A copy of the email is provided in Attachment F. City of Arden Hills Planning Commission Meeting for June 8, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\leTnos Reports_16-015 Page 7 of 8 Deadline for Agency Actions The City of Arden Hills received the completed application for this request on May 26, 2016. Pursuant to Minnesota State Statute, the City must act on this request by July 25, 2016 (60 days), unless the City provides the petitioner with written reasons for an additional 60-day review period. The City may extend the review period beyond the 120 days, with the applicant's permission. Attachments A. Land Use Application, Variance Request Letter, and Site Photographs B. Location and Aerial Maps C. Property Survey D. Proposed Site Plan E. Proposed Building Plans and Elevations F. Public Comments City of Arden Hills Planning Commission Meeting for June 8, 2016 PAPlanningTIanning Cases\2016\PC 16-015-1494 Keithson Drive-Variance\leTnos Reports_16-015 Page 8 of 8 Attachment H ', '``.. -- iVEN HILLS Approved: CITY OF ARDEN HILLS,MINNESOTA PLANNING COMMISSION WEDNESDAY,JUNE 8,2016 6:30 P.M. -ARDEN HILLS CITY HALL PLANNING CASES A. Planning Case 16-015 — Variance — 1494 Keithson Drive No Public Hearing Required Senior Planner Bachler stated that the property 1494 Keithson Drive was developed by Pulte Homes as part of the Fox Ridge subdivision approved by the City in 2011. The lot area measures 32,736 square feet, however, a wetland area covers a large portion of the lot and limits the area that can be developed. As part of the Fox Ridge subdivision approval, Pulte was required to dedicate a drainage and utility easement that covers the wetland and a five-foot buffer along the wetland's edge. The City Code restricts the placement of any structures within a drainage and utility easement. The property also includes a public walking path that traverses the lot on the south side of the existing house connecting Keithson Drive to the north-south City trail that runs between the Fox Ridge subdivision and the townhomes to the east. A trail easement across the walking path was dedicated on the Fox Ridge plat. Senior Planner Bachler commented that due to the environmental constraints on the property, the existing house was placed in the far northeastern corner of the lot close to the 30-foot rear yard and 10-foot north side yard setback lines. The dwelling also required a setback of approximately 73 feet from the front property line to avoid the drainage and utility easement and conform to structure setback requirements. In comparison, most of the homes in the Fox Ridge subdivision as well as those on Keithson Drive to the north of the subject property are setback approximately 40 feet from the front property line. Senior Planner Bachler reported that the applicants have requested a rear yard setback variance in order to construct a 216 square foot three-season porch and a 211 square foot deck addition to their house. Both the porch and deck would be constructed on the rear side of the house with the deck being accessed through the new porch addition. In this case, a variance is only needed for the porch addition as the deck encroachment in the rear yard setback is allowed under the permitted encroachment provisions in Section 1325.03, Subd. 2 of the Zoning Code. The porch addition would encroach 3 feet— 6 inches into the required 30-foot rear yard setback, creating a setback of 26 feet — 6 inches from the rear property line. No other variances from the Zoning Code are needed for this project and the property would otherwise be in compliance with all aspects of the Zoning Code. ARDEN HILLS PLANNING COMMISSION—June 8, 2016 2 Site Data Land Use Plan: Very Low Density Residential Existing Land Use: Single Family Detached Residential Zoning: R-1: Single Family Residential Current Lot Sizes: .75 Acres (32,736 square feet) Topography: Relatively Flat Senior Planner Bachler reviewed the surrounding area, the Plan Evaluation and the Variance Evaluation Criteria. Senior Planner Bachler provided the Findings of Fact for review: General Findings: 1. The property at 1494 Keithson Drive is located in the R-1 Single Family Residential Zoning District. 2. The lot is in conformance with the minimum lot size and dimensions for the R-1 District. 3. The existing conditions on the property are in conformance with the setback and structure and lot coverage requirements for properties in the R-1 District. 4. The proposed porch addition would encroach 3 feet— 6 inches into the rear yard setback creating a setback of 26 feet — 6 inches from the rear property line. The minimum rear yard setback in the R-1 District is 30 feet. The proposed porch addition would meet all other setback requirements for the R-1 District. 5. The proposed deck is in conformance with the Zoning Code as Section 1325.03, Subd. 2 (A) permits decks to extend six feet into the rear yard setback as long as the encroachment is not closer than six feet from the rear lot line. The proposed deck would be setback 26 feet—6 inches from the rear property line. 6. All other aspects of the proposed porch and deck addition are in conformance with the Zoning Code requirements for the R-1 District. 7. The proposed addition would not encroach on any flood plains, wetlands, or easements. 8. The proposed addition is not expected to impact any significant trees on the property. Variance Findings: 9. The variance would be in harmony with the purpose and intent of the City's Code because the impact of the addition on adjacent properties would be mitigated by the location of the addition at the rear of the house, the elevation change between the subject property and the adjacent property to the east, and the presence of several large trees along the rear property line that provide screening. 10. The variance would be consistent with the City's Comprehensive Plan because it meets the City's housing goal of encouraging property investment that complements and enhances the character of the City's established neighborhoods. 11. The proposed porch addition is a reasonable use of the property that would not be allowed under the rules of the Zoning Code without the requested variance. 12. The property is unique because of the wetland area that covers a large portion of the site. A drainage and utility easement covers the wetland area and a 5-foot buffer along the wetland's edge, limiting where additions to the home can be constructed. The unique characteristics of the property were not created by the property owners. ARDEN HILLS PLANNING COMMISSION—June 8, 2016 3 13. The proposed addition would not alter the essential character of the neighborhood because it would result in a structure that is consistent and compatible with other construction in the area. 14. The requested variance does not appear to be based on economic considerations alone. Senior Planner Bachler stated that the findings of fact for this variance request support a recommendation for approval. If the Planning Commission chooses to make a recommendation for denial, the Findings of Fact would need to be amended to reflect the reasons for the denial. If the Planning Commission recommends approval of this variance, staff recommends the following five conditions: 1. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 2. A building permit shall be required prior to commencement of construction. 3. The porch addition shall match the color and architectural style of the rest of the principal structure. 4. An encroachment of 3 feet — 6 inches shall be permitted for the porch addition into the 30-foot rear setback requirement. This will result in a setback of 26 feet— 6 inches from the rear property line. 5. The structure shall conform to all other regulations in the City Code. Senior Planner Bachler reviewed the options available to the Planning Commission on this matter: 1. Recommend Approval with Conditions 2. Recommend Approval as Submitted 3. Recommend Denial 4. Table Chair Thompson opened the floor to Commissioner comments. Commissioner Lambeth explained that with the setback requirements and easements on this property, only 20% of the lot remained buildable. He believed the applicant's request was reasonable and stated he supported the 42-inch encroachment into the rear yard setback for the proposed porch. Chair Thompson requested the applicant come forward for questions. Steve Jytyla, 1494 Keithson Drive, introduced himself to the Commission. Chair Thompson asked if the applicant had considered having a different design or layout for the porch. Mr. Jytyla stated he looked at numerous options for the porch and deck addition. He explained that none of the options met his family's and the City's requirements. For this reason, he was ARDEN HILLS PLANNING COMMISSION—June 8, 2016 4 requesting a variance. It was his hope to have a three-season porch attached to the house and not simply a deck. Chair Thompson questioned if Mr. Jytyla had worked with Pulte Homes when the home was built. Mr. Jytyla indicated he did not have a lot of input with Pulte Homes on where the dwelling would be located. He asked for the home to be moved forward but his request was not granted. He explained he moved to this neighborhood because he loved the area and the school district. He understood there were restrictions on the lot, but had hoped that the City would allow for a variance of 42 inches given the fact he would not be vastly encroaching on his neighbors. Chair Thompson inquired if Mr. Jytyla had spoken to his neighbors regarding the proposed deck and porch. She noted the City had received objections from two property owners behind Mr. Jytyla's property. Mr. Jytyla commented he had spoken to a number of his neighbors about the project and several were willing to attend this evening in support of the project. Commissioner Jones asked if the porch would be glass or screen. Mr. Jytyla explained the porch would have glass that could be raised over the screens. He reported the screen porch would have a fireplace in order for it to be used later in the fall. Commissioner Lambeth questioned if the home was purchased on spec or if it was purchased to be built. He asked if Pulte Homes disclosed the fact that the rear property line had a restriction. Mr. Jytyla reported he purchased the home to be built from Pulte Homes. He indicated the home came with no options and was basically bought on spec. He stated Pulte had made him aware of the setback constraints, but he was uncertain as to the specifics and conducted more research on this topic on his own. Commissioner Flames asked if this request shed any light on the City Code regarding the differences between deck and porch setbacks. Senior Planner Bachler described the differences between deck and porch rear yard setback requirements. He noted that in the R-I District, decks can encroach up to six feet into the rear yard setback,but must not be closer than six feet from a property line. Commissioner Hames discussed the importance of outdoor living space. She believed that the homeowner was bound by the home location and that this was not of his doing. It was her opinion that the homeowner was being penalized for something that was out of his control. Commissioner Lambeth questioned if the porch would be constructed on piers. Senior Planner Bachler reported this was the case. ARDEN HILLS PLANNING COMMISSION—June 8, 2016 5 Commissioner Lambeth stated this meant no additional impervious surface area would be added to the property. Senior Planner Bachler clarified that although the porch and deck would be constructed on piers, they would both count as impervious coverage on the property. He noted that the property would still be in conformance with the lot coverage requirements with the proposed addition. Commissioner Zimmerman moved and Commissioner Hames seconded a motion to recommend approval of Planning Case 16-015 for a rear yard setback variance at 1494 Keithson Drive, based on the findings of fact and submitted plans, as amended by the five conditions in the June 8,2016,Report to the Planning Commission. The motion carried 4-1 (Chair Thompson opposed). AGENDA ITEM—9C 'It -AVEN HILLS MEMORANDUM DATE: June 27, 2016 TO: Honorable Mayor and City Councilmembers Sue Iverson, Acting City Administrator FROM: Ryan Streff, City Planner SUBJECT: Planning Case#16-014 Applicant: Land O'Lakes Property Location: 4001 Lexington Avenue North Request: Master Planned Unit Development(PUD)Amendment and Final PUD Phase I Requested Action Motion to approve Planning Case 16-014 for a Master Planned Unit Development (PUD) Amendment and Final PUD for Phase I located at 4001 Lexington Avenue North, based on the findings of fact and submitted plans, and the sixteen (16) conditions in the June 27, 2016, Report to the City Council. Back2round/Overview of Request The Land O'Lakes corporate headquarters has operated in Arden Hills since 1981. The campus operates as a Planned Unit Development(PUD) originally approved in Planning Case 79-004. The Land O'Lakes campus is comprised of approximately 49 acres and contains two principal buildings situated towards the center of the property: the corporate headquarter building and a research and development building. Between these two facilities, the campus includes 263,800 gross square feet of building space. Additional improvements on the site include a surface parking lot with approximately 931 parking stalls and regional stormwater facilities. The remainder of the property is covered by wooded and open lawn areas. The proposed Master PUD Amendment for the site provides a general plan for the two phased development. Phase 1 of the Land O'Lakes Corporate Headquarters consolidation plan includes City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDWemos Reports_16-014 Page 1 of 14 AGENDA ITEM—9C the expansion of the south parking lot on the campus and Phase 2 includes the construction of a new four-story office building along with the reconfiguration and expansion of the parking area on the north side of the campus. 1. Project Description The applicant is requesting approval of a major addition to their campus that would allow the company to consolidate their Arden Hills and Shoreview locations into one headquarters facility at their existing Arden Hills property. The proposal includes the construction of a four-story, approximately 155,000 gross square foot office building just to the north of the existing principal buildings. Land O'Lakes is incorporating sustainable best practices into the design of the building and will seek a minimum of LEED Gold certification for the project. Other site improvements would include the expansion of the surface parking lots to provide approximately 1,678 parking stalls and the provision of extensive native landscaping areas to enhance the overall character of the site. Land O'Lakes currently leases office facilities in Shoreview at the southeast corner of Lexington Avenue North and County Road F. Approximately 900 employees now work at this location and would be relocated to the Arden Hills campus with the completion of the new building. The company estimates that 2,100 employees will work on the site after consolidation in late 2018. Planning Case 16-014 includes two separate components: 1. Master Planned Unit Development Amendment 2. Final Planned Unit Development Phase 1 Land O'Lakes will be completing the new office building and site improvements over two phases. Phase I includes the expansion and reconfiguration of the visitor parking lot on the south side of the existing campus. This phase is expected to be completed by late summer 2016. Phase 2 would comprise the remaining components of the expansion project, including the new office building and the expansion of the employee surface parking lot on the north side of the campus. Construction on Phase 2 is expected to be complete by December 31, 2018. At this time, Land O'Lakes is requesting City approvals for the overall Master PUD Amendment and the Final PUD for Phase I of the project. The Final PUD application for Phase 2 is tentatively scheduled for review by the Planning Commission and the City Council in July of 2016. The applicant has submitted a project narrative explaining the proposed Land O'Lakes expansion project in further detail, where flexibility is being requested, and why the overall proposal is within the public interest (Attachment A). A complete plan set (Attachment B) has been submitted for the Master PUD Amendment and Final PUD for Phase 1. The submitted plan set City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDWemos Reports_16-014 Page 2 of 14 AGENDA ITEM—9C includes the site plan, tree preservation & landscaping plan, circulation plan, parking plan, photometric plan, grading plan,utility plans, and proposed building elevations. 2. Planned Unit Development(PUD) Process: The Planned Unit Development process is a tool that provides additional flexibility for development that an underlying zoning district would not otherwise allow. For example, a PUD may make exceptions to setbacks, lot coverage, parking requirements, signage, building materials, or landscaping requirements. It is intended to overcome the limitations of zoning regulations and improve the overall design of a project. While the PUD process allows the City to negotiate certain aspects of the development, any conditions imposed on the PUD must have a rational basis related to the expected impact of the development. A PUD cannot be used to permit uses that would not otherwise be permitted in the underlying zoning district. The first step in the PUD process is the Master PUD, which is a detailed concept plan for the entire development proposal, often outlining individual phases for development over a specified period of time. The second step is the Final PUD for each phase, which is a more detailed review as each development phase moves forward. During the Master PUD stage, the City works with the applicant to set an overall design framework or standard for a proposed development. These standards are then written into a development agreement which generally includes the design standards, a list of conditions, the size of the development, and what, if any, deviations from the underlying zoning district will be permitted. Once the Master PUD is approved, the applicant then creates a development that conforms to the development agreement for each subsequent Final PUD phase. The level of detail is guided by the type and scale of the development as well as the guidance or flexibility within the Zoning Code. Plan Evaluation 1. Chapter 13,Zoning Regulations Review As noted, this project is being reviewed through the Planned Unit Development (PUD) process. The following sections review the project based on the I-1 Limited Industrial District and general regulations, and notes where flexibility is being requested. Section 1320—District Provisions (I-1 Limited Industrial District) A. Building Coverage and Landscaped Lot Area—Meets Requirements The applicant has submitted a comprehensive site plan for the Master PUD and Phase I of the proposed development. As indicated, site improvements to be completed during Phase I City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDWemos Reports_16-014 Page 3of14 AGENDA ITEM—9C include the expansion of the south parking area on the property. The proposed improvements in Phase 1 will decrease the landscaping coverage from 71.55% to 64.36% and increase the impervious coverage from 31.39% to 35.64%. The Master PUD and future Phase 2 of the project suggests structure coverage of 7.85%, landscaping coverage of 58.4%, and a total impervious coverage of 41.6%. Within the I-1 Limited Industrial District the City Code permits maximum structure coverage of up to 30%, a minimum landscaping coverage of 35%, and a total maximum impervious coverage of 65%. Permitted Existing Proposed Phase 1 Future Phase 2 Structure Coverage 30%Max. 5.62% --** 8.07% (619,073 sf) (116,109 sf) (166,553 sf) Landscaping Coverage 35%Min. 71.55% 64.36% 57.25% (722,252 sf) (1,476,507 sf) (1,328,119 sf) (1,238,490 sf) Total Impervious Coverage* 65%Max. 31.39% 35.64% 42.75% (1,341,325 sf) (647,833 sf) (735,497 sf) (882,142 sf) *Total impervious coverage includes the building coverage. **No new structures are being constructed with Phase 1 of the project. The Master PUD and Phase 2 of the project suggests a new 4 story office structure with a footprint of 50,444 square feet. ***The lot is 47.37 acres or 2,063,577.7 square feet. B. Floor Area Ratio (FAR)—Meets Requirements The FAR is the sum of the gross horizontal area of all floors of a building as measured in square feet from the exterior sides of the exterior walls, but not including covered porches; decks; any space where the average floor-to-ceiling height is less than six feet; attached or detached garages; and other detached accessory structures. FAR is calculated by dividing the sum of all gross horizontal floor areas by the square footage of the lot. Within the I-1 — Limited Industrial District, a total FAR of up to 60% is permitted for structures. Although Phase 1 of the project does not include any new structures, the Master PUD and Phase 2 of the project suggest a new four (4) story office building with an additional 155,000 square feet. When the future Phase 2 of the project is completed and combined with the existing square footage on the property, a total FAR of 20.3% is proposed with approximately 418,800 square feet of floor area. Permitted Existing Proposed Phase 1 Future Phase 2 Total FAR 60% 12.78% --* 7.51% 20.3% Square feet 263,800 --* 155,000 418,800 *No new structures are being constructed with Phase 1 of the project. The Master PUD and Phase 2 of the project suggests a new 4 story office structure that would add approximately 155,000 square feet of floor area. **The lot is 47.37 acres or 2,063,577.7 square feet. City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDWemos Reports_16-014 Page 4 of 14 AGENDA ITEM—9C C. Building Height—Meets Requirements The maximum building height within the I-1 — Limited Industrial District Zoning District is 35 feet. During Phase I of the project no additional structures will be constructed on the site. Flexibility in building height will be required for Phase 2 of the project as a building height of approximately fifty-six (56) feet is being suggested at this time. The original PUD that was approved in 1979 in Planning Case 79-004 permitted the east building to be constructed at a height of fifty-six (56) feet. Zoning Code Existing Proposed Phase 1 Future Phase 2 Building Hei ht 1 35' 56' 1 56' *No new structures are being constructed with Phase 1 of the project. The Master PUD and Phase 2 of the project suggests a new 4 story office structure at approximately 56 feet in height. D. Setbacks—Meets Requirements The minimum building setbacks in the I-1 — Limited Industrial District include a 55 foot front yard setback, 20 foot rear yard setback, 20 foot side yard setbacks, and a 50 foot side yard corner setback where applicable. Although Phase 1 of the project does not include any new structures, the Master PUD and future Phase 2 of the project includes a new office building. As proposed, the new structure proposed in Phase 2 of the Master PUD will meet all setback requirements. Permitted Existing Proposed Phase 1 Future Phase 2 Front Yard Setback 55' 400' --* 390' Rear Yard Setback 20' 436' --* 436' Side Yard Setback(East) 20' 103' --* 103' Side Yard Setback(West) 20' 1 561' 1 561, Side Yard Corner(East) 50' 1 619' 1 619' *No new structures are being constructed with Phase 1 of the project. The Master PUD and Phase 2 of the project suggests a new 4 story office structure. Section 1325— General Regulations A. Tree Preservation—Meets Requirements The applicant submitted a Tree Survey and Tree Replacement Plan as part of their tree preservation and mitigation requirements (Attachment B). The following table outlines these numbers and the additional requirements of the tree preservation ordinance pertaining to tree removal and tree mitigation regulations. City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDWemos Reports_16-014 Page 5 of 14 AGENDA ITEM—9C Development of the site as proposed in the Master PUD requires extensive tree removal. The applicant has stated their intent to expand the Land O'Lakes Campus in such a way that preserves as many high quality trees as possible, knowing that many of the significant trees will have to be removed in order for the property to accommodate the expansion of the Campus. During Phase 1 of the project, approximately 140 trees will be planted within the construction boundary of the south parking lot. Based on the proposed tree removal for both phases of the project, the City's Tree Preservation Ordinance requires 2,709 caliper inches of tree plantings. At this time, the applicant is proposing a total of 2,728 caliper inches or 780 trees. Caliper Inches Number of Trees Proposed Phase 1 Proposed Removal 782 75 Trees Preserved 30,854 2,473 Future Phase 2 Proposed Removal 7,800 564 Trees Preserved 23,054 1,819 Entire Site Existing Significant Trees 31,636 2,548 10%Permitted Removal 3,164 255 Proposed Removal 8,582 729 Total Trees Preserved 19,890 1,564 Replacement Trees Required* 2,709 --** Replacement Trees Proposed 1 2,728 1 780 *Replacement trees are calculated by subtracting the ten percent permitted removal from the proposed removal and dividing by two. **The number of trees required may vary depending on the size of the trees planted by the developer. City Code requires a certain number of caliper inches to be planted. If larger trees are planted then fewer trees would be required. A variety of trees species and tree sizes are proposed to be planted during Phase 1 of construction. The proposed trees plantings consist of Red Maple, Sugar Maple, Ironwood, Common Hackberry, Quaking Aspen, White Oak, Northern Pin Oak, Bur Oak, Northern Red Oak, Basswood, and Prairie Expedition Elm. B. Perennials and Shrubberies—Meets Requirements The City Code requires that at least ten (10)percent of the total landscaped area be covered with perennials and/or shrubbery. In this case, Phase 2 of the project suggests that a total of 225,395 square feet or 18.19% of the landscaped area will be covered by perennials and shrubberies when Phase 2 is complete. City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDWemos Reports_16-014 Page 6 of 14 AGENDA ITEM—9C Zoning Code Proposed Future Total Phase 1 Phase 2 Percent(%) of Plantings 10%Min. 2.98% 14.99% 18.19% Square feet of Plantings -- 39,632 185,763 225,395 sf. Total Landscaped Area -- 1,328,119 s£ 1,238,490 sf. 1,238,490 sf. C. Planting Islands—Meets Requirements At least ten (10)percent of a parking and driving area must be occupied by planting islands that are at least 150 square feet in size and have at least one tree. As proposed, Phase 1 of the project meets the minimum requirements with 14.89 percent of the parking lot occupied by planting islands. The Master PUD and future Phase 2 of the project suggest that after the expansion and reconfiguration of the north parking lot, 7.62 percent of the total parking and driving areas on the property will be occupied by planting islands, hence the applicant will be requiring flexibility in the future Phase 2 of the project. Zoning Code Proposed Future Total Phase I Phase 2 Percent(%) of Planting Islands 10%Min. 14.89% 5.9% 7.62% Square feet of Planting Islands 63,494 18,172 30,240 48,412 Square feet of Parking Lot -- 1 122,054 1 512,886 1 634,940 D. Off Street Parking Spaces—Meets Requirement The number of parking stalls required by the City Code is determined based on the type of land use proposed for a site. In this case, Land O'Lakes is classified as an office use and is required to provide one (1)parking space for each 250 square feet of gross floor area. Phase I of the project does not include any new structures and, therefore, no additional parking spaces are required. However, because the applicant is expanding their Campus in Phase 2 additional parking spaces are required by the City Code. In order to accommodate the proposed construction in Phase 2, the south parking lot is being expanded to provide a total of 267 parking spaces. With the proposed construction of the new 155,000 square foot four (4) story office structure in Phase 2, a total of 1,676 parking spaces are required by the Code. The applicant is proposing that 1,678 parking spaces be constructed between both phases and that an additional 461 proof-of-parking spaces be provided for future expansion. City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDWemos Reports_16-014 Page 7 of 14 AGENDA ITEM—9C Building Parking Ratio Required Existing/Proposed Square Parking Parking Feet Existing Office 263,800 1 per 250 sq. ft. 1,056 931 (North Lot= 891) (South Lot=40) Proposed Phase 1* Office 263,800 1 per 250 sq. ft. 1,056 267 South Parking Lot (Increase of 227) Future Phase 2 Office 155,000 1 per 250 sq. ft. 620 1,411 North Parking Lot (Increase of 520) Proof of Parkin POP 461 Total Proposed 418,800 1 per 250 sq.ft. 1,676 1,678 Proposed with POP 1 2,139 *No additional building square footage will be constructed during Phase 1. Phase 1 only includes the expansion of the parking lot on the south side of the campus. The Master PUD suggests that an additional 1,411 spaces will be required with Phase 2 of the project. E. Area and Dimensions of Each Parking Space—Meets Requirements The Zoning Code requires individual parking stalls to be at least 9 feet in width and 18 feet in length. All parking stalls shown on the Site Plan conform to this standard. F. Location of Parking Spaces—Meets Requirements Off-street parking stalls must be located a minimum of 20 feet from the public right-of-way line and 5 feet from any side or rear property lines. With the proposed expansion of the south parking lot in Phase 1, no new parking spaces would encroach into the setback requirements for parking lots. The Master PUD and future Phase 2 suggests that the parking lot expansion on the north side of the Campus would also meet the requirements for parking spaces as required by City Code. 2. Chapter 12, Sign Code Review A. Freestanding and Wall Signage No additional freestanding or wall signage is being requested as part of the Phase 1 of the Master PUD. However, the Master PUD and future Phase 2 of the project suggest that a new City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDWemos Reports_16-014 Page 8 of 14 AGENDA ITEM—9C monument sign will be erected at the secondary main entrance across from Innovation Way along County Road F West. 3. Chapter 11, Subdivision Code A. Park Dedication The City Code does not require that additional park dedication fees be collected for the Master PUD or Final PUD for Phase 1. However, park dedication fees will be negotiated when the applicant applies for the future Phase 2 of the project. Section 1130.08 of the Subdivision Code (Public Use Dedications) states that the City may require as a condition of approval for a Planned Unit Development the dedication of land, or payment in lieu, and park improvement fees if it is determined the project will result in an increased demand for park land or improvements. In establishing the amount required the City is to take into consideration previous payments or dedications for park purposes. As a condition of approval for the PUD approval in Planning Case 79-004, Land O'Lakes was required to pay a park dedication fee in the amount of$151,981.10. 4. Traffic Study A traffic study for the proposed expansion of the Land O'Lakes Campus was completed by SRF Consulting and can be reviewed in Attachment D. On page 22 and 23 of the report a summary and conclusions section has been provided, where 9d suggests that a 3/4 access be constructed with Phase 1 of the project at the access drive along Lexington Avenue North. The traffic study was submitted to the Ramsey County Traffic Engineer for review, and their comments for both Phase 1 and Phase 2 of the Master PUD can be reviewed in Attachment C. 5. Tax Abatement On April 11, 2016, the City Council approved an Abatement Contract with Land O'Lakes to facilitate the company's plans for the corporate headquarters consolidation. Under the terms and conditions of the Contract, Land O'Lakes must complete certain minimum improvements including the construction of an at least 145,000 square foot office building expansion. The proposed Master PUD includes a new approximately 155,000 gross square foot office building and meets the requirements of the Abatement Contract. City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDWemos Reports_16-014 Page 9 of 14 AGENDA ITEM—9C 6. Additional Review A. Building Official, City Engineer, and Fire Marshal The Building Official, City Engineer, and Fire Marshal have reviewed the submitted Plans for development. Their comments have been provided in Attachment C and have been corrected within the updated plan set. All final building plans will be subject to the Building Official and Fire Marshal's approval prior to the issuance of any permits for development. All final grading and utility plans will be subject to the approval by the City Engineer prior to the issuance of any development permits. B. Ramsey County Review Ramsey County has reviewed the plans for the expansion of the Land O'Lakes Campus and require that a 3/4 access be constructed at the entrance along Lexington Avenue North in order to prevent left turns out of the property. The Planning Commission has included a condition of approval that requires the 3/4 access be constructed before the commencement of Phase 2. The comments from the Ramsey County Traffic Engineer for both Phase 1 and Phase 2 of the Master PUD can be reviewed in Attachment C. C. Rice Creek Watershed District The RCWD has conducted their review of the proposed project located at 4001 Lexington Avenue North and have granted Conditional Approval pending the receipt of the changes included within the letter dated May 3, 2016 (Attachment Q. Findings of Fact: The Planning Commission reviewed Planning Case 16-014 at their regular meeting on June 8, 2016. Draft minutes from the meeting are included in Attachment G. The Planning Commission offers the following eleven (11)findings of fact for consideration: General Findings: 1. The applicant is requesting approval of a Master Planned Unit Development (PUD) Agreement & Final PUD for Phase 1 of the Land O'Lakes Corporate Headquarters consolidation plan located at 4001 Lexington Avenue North. 2. Phase 1 of the Land O'Lakes Corporate Headquarters consolidation plan includes the expansion of the south parking lot on the campus and Phase 2 includes the construction of a new four-story office building along with the reconfiguration and expansion of the parking area on the north side of the campus. City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDWemos Reports_16-014 Page 10 of 14 AGENDA ITEM—9C 3. The PUD process allows for flexibility within the City's regulations through a negotiated process with a developer. 4. The Land O'Lakes property is comprised of 47.37 acres. 5. The Land O'Lakes property is located at 4001 Lexington Avenue North. 6. The Land O'Lakes property is located in the I-1 —Limited Industrial District. 7. The proposed use is a permitted use in the I-1 —Limited Industrial District. 8. The Master Planned Unit Development (PUD) Amendment and Final PUD for Phase 1 are in substantial conformance with the requirements set forth in the City's Zoning Code and design standards. 9. Where the plan is not in conformance with the City's Zoning Code, flexibility has been requested by the applicant. 10. A traffic study has been completed for the expansion of the Campus and suggests that a 3/4 access be constructed during Phase 1 of the project. 11. The proposed plan is in conformance with the City's 2030 Comprehensive Plan. The property at 4001 Lexington Avenue North is guided for Light Industrial and Office (I/O). The IO area is designated for a broad range of light industrial uses such as warehousing with manufacturing and office. Recommendation The findings of fact for the Master Planned Unit Development (PUD) Amendment & Final PUD for Phase I support approval. However, if the City Council chooses to deny the application, the findings of fact would need to be amended to reflect the reasons for the denial. The Planning Commission reviewed Planning Case 16-014 at their regular meeting on June 8, 2016, and unanimously recommends approval (5-0) for a Master Planned Unit Development (PUD) Amendment& Final PUD for Phase I located at 4001 Lexington Avenue North, based on the finding of fact and submitted plans, as amended by the sixteen (16) conditions in the June 27, 2016, Report to the City Council. 1. That the project shall be completed in accordance with the submitted plans as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 2. That the applicant shall obtain a permit within one year of the Final Phase I PUD approval or the approval shall expire unless extended by the City Council prior to the approval's expiration date. Extension requests must be submitted in writing to the City at least 45 days prior to the expiration date. 3. That the applicant shall apply for a Final Phase II PUD within one year of the approval of the Final Phase I PUD or the approval shall expire unless extended by the City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDIMemos Reports_16-014 Page 11 of 14 AGENDA ITEM—9C City Council prior to the approval's expiration date. Extension requests must be submitted in writing to the City at least 45 days prior to the expiration date. 4. That a Master PUD Agreement and Phase I Development Contract shall be prepared by the City Attorney and subject to City Council approval. The Master PUD Agreement and Final Phase I Development Contract shall be executed prior to the issuance of any development permits for Phase I. 5. The applicant shall provide a construction phasing plan that includes plans for fire and police access throughout construction, subject to the approval of the Fire Marshall, Public Works Director, and Ramsey County Sheriff prior to the issuance of any development permits. 6. The Developer shall submit a financial surety in the amount of $200,000 for site improvements, including grading, utilities, and paving, prior to the issuance of any development permits. Upon completion of required Developer improvements, and acceptance by the City, the City may reduce the amount of security for the improvements still to be completed. The financial surety shall be in the form of a letter of credit issued by a FDIC-insured Minnesota bank, and be in a form acceptable to the City. The purpose of the letter of credit is to ensure that private site improvements stabilized in the event that the Developer defaults on the Master PUD Agreement and Phase I Development Contract. 7. The Developer shall submit a cash escrow for site improvements, including grading, utilities, and paving, in the amount of $20,000 prior to the issuance of any development permits. The escrow will be used for City costs related to review, approval, and inspection of site improvements or any costs incurred by the City in the event of a developer default. If at any time during the course of construction on the project the amount in the account is reduced to below $5,000, the Developer shall replenish the account to not less than $20,000. In the event there is a failure to replenish the account in accordance with the terms of the Agreement, the City has the right to withhold the issuance of a Certificate of Occupancy until the deficiency is paid. Upon completion of the project, payment of all outstanding bills and satisfaction of this Agreement, the City shall refund the remainder of the account to the Developer. 8. The Developer shall submit a financial surety in the amount of 125 percent of the estimated costs of landscaping prior to the issuance of any development permits. The financial surety shall be in the form of a letter of credit issued by a FDIC-insured Minnesota bank. The letter of credit shall automatically renew for successive one- year terms unless at least sixty (60) days prior to the next annual renewal date, the issuing bank delivers notice to the City that it intends to modify the terms of, or cancel, the letter of credit. A partial reduction in the letter of credit may be granted by the City in the event that landscaping improvements are installed over successive growing seasons. The purpose of the letter of credit is to ensure that landscaping is completed in the event that the developer defaults on the Development Agreement. City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDIMemos Reports_16-014 Page 12 of 14 AGENDA ITEM—9C 9. The Developer shall submit a cash escrow for landscaping improvements in the amount of$15,000 prior to the issuance of any development permits. The escrow will be held by the City for two years after installation of landscaping and used for City costs related to review, approval, and inspection of landscaping, or developer default. 10. That the proposed project may require permits, including, but not limited to, MPCA- NPDES, Rice Creek Watershed District, Minnesota Department of Health, Ramsey County and City Right of Way, and City Grading and Erosion Control permits. Copies of all issued permits shall be provided to the City prior to the issuance of any development permits. 11. That the final plans for Phase I shall be subject to approval by the City Engineer, Building Official, and Fire Marshal prior to the issuance of a grading and erosion control permit. 12. Final grading, drainage, utility, and site plans shall be subject to approval by the Public Works Director, City Engineer, and City Planner prior to the issuance of a grading and erosion control permit or other development permits. 13. That upon completion of grading and utility work on the site, a grading as-built and utility as-built shall be provided to the City for review. 14. That the final Lighting and Photometric Plan for Phase 1 shall be reviewed and approved by the City prior to the issuance of a grading and erosion control permit for Phase 1. 15. That the access onto Lexington Avenue North shall be revised to a 3/4 access to prevent left turns out of the site. A "pork chop" median shall be constructed to prevent the left turns out. That the 3/4 access shall be completed prior to the issuance of any development permits for Phase II of the Master PUD. 16. That the applicant shall conform to all other City regulations. Options 1. Approve the proposal as submitted. 2. Approve the proposal with conditions (Recommended Action). 3. Deny the application with reasons for denial. 4. Table for additional information. Public Notice A public hearing notice was mailed to all properties within 1,000 feet of the subject property and published in the Shoreview Arden Hills Bulletin on May 18, 2016. City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDIMemos Reports_16-014 Page 13 of 14 AGENDA ITEM—9C Resident Comment Staff has not received any letters, e-mails, or telephone calls from property owners or residents in regards to this planning case. Deadline for A2encv Actions The City of Arden Hills received the completed application for this request on May 2, 2016. Pursuant to Minnesota State Statute, the City is required to act on this request by June 30, 2016, (60 days), unless the City provided the petitioner with written reasons for an additional 60-day review period. Attachments A. Project Narrative B. Development Plan Set C. Comments - Development Review Committee D. Traffic Study E. Aerial Site Map F. PUD Site Plan G. Draft Planning Commission Minutes—June 8, 2016 H. Planning Commission Report—June 8, 2016 City of Arden Hills City Council Meeting for June 27, 2016 P:IPlanningWlanning Cases120161PC 16-014-Land O'Lakes-PUDWemos Reports_16-014 Page 14 of 14 Attachment A Land O'Lakes Planned Unit Development(PUD) Narrative Name of Project: Land O'Lakes Corporate Headquarters Consolidation Location of Project and assigned site address: The project site is located south of County Road F,west of Lexington Avenue North, north of Interstate Highway No. 694, and east of Hamline Avenue North.The site is approximately 47.37 acres and contains two corporate campus buildings, surface parking lot areas, wooded areas, open lawn areas and regional stormwater facilities. Address: Marcia Droege Director, Real Estate& Facilities 4001 Lexington Avenue North Arden Hills, MN 55126 Name and Address of owner/developer: Land O'Lakes, Inc. Attn:Marcia Droege, Director of Real Estate& Facilities 4001 Lexington Avenue N Arden Hills, MN 55126 Nature of Applicant's Interest Land O'Lakes intends to consolidate their Arden Hills and Shoreview locations into one campus headquarters at their existing Arden Hills property. The consolidation will include construction of a new four-story corporate office building of approximately 155,000 gross floor area and related site improvements. The new corporate building and site will be designed with sustainable best practices and will seek a minimum of LEED-NC 2009 Gold certification. The site parking lot will be reconstructed to provide approximately 1678 parking stalls. Native landscaping proposed with this project will enhance the overall character of the existing site, as well as establish overall management standards to improve the quality of the existing native plant communities. The consolidation will bring approximately 900 employees currently located at the Shoreview site onto the Arden Hills campus.The estimated employee count after the consolidation in late 2018 will be approximately 2100 employees. Also included in the project is the renovation of approximately 138,000 square feet in the existing Arden Hills corporate building. The renovation will include the expansion of the corporate cafeteria/conference(approximately 20,000 sf.), reconfiguration of the loading dock area (approximately 11,000 sf.) and renovation of office areas (approximately 107,000 sf.) based on new workplace strategies. Existing Site and Past Approvals The project site contains two existing corporate campus buildings, surface parking lot with approximately 931 parking stalls, approximately 22.7 acres of wooded area, (approx. 31,636 cal. Inches of trees on site), open lawn areas and regional stormwater facilities. The following are descriptions of the existing uses on site: 1. Land O'Lakes east Headquarter building: Four story building, 56' in height, with a total of 201,300 gross floor area. 2. Land O'Lakes Research and Development building:Two story building, 28' feet in height, with the exception of a 3,000 sq. ft. element that will be 50 feet tall, and approximately 62,500 gross floor area. It should be noted that Land O'Lakes does not own the small triangular parcel (south-east corner of the Land O'Lakes site) at the north-west corner of the intersection of Lexington Avenue N. and the on-ramp for Highway 694 west. This parcel is owned by Roger J. Reiling and his trust. Past Approvals In 1979,the City of Arden Hills approved a Special Use Permit—Case No. 79-4 for the original PUD plan for the Land O'Lakes corporate headquarters site. A list of all of the processed planning cases for the project site are identified below: 1. Special Use Permit Agreement & Planned Unit Development: Planning Case 79-004 2. Site Plan Review—Parking Lot Expansion: Planning Case 87-027 3. Site Plan Review—Building Addition: Planning Case 88-028 Development Concept The overall design concept for the corporate headquarters consolidation project is based on the strong commitment that Land O'Lakes has to building strong communities, creating enduring livelihoods and being effective stewards of natural resources. The company has a strong track record working with its public and private partners to address everything from water quality and soil conservation to pollinator health. For this project, Land O'Lakes would like to reinforce these core values by constructing a new corporate building and related site improvements that is driven by best sustainable design practices and reinforces their strong commitment to land stewardship. The proposed new four-story corporate building will be approximately 155,000 gross floor area.The first floor of the building includes reception space, credit union, childcare area, medical clinic, corporate workout facilities, a flexible meeting space and conference center and support functions. The upper three floors will include employee office/work/meeting space. The proposed building will be oriented on an east-west access directly to the north of the existing buildings, in what is the current drop-off and parking lot The primary entrance to the proposed building will be located on the north side of the building facing County Road F. and adjacent to a new vehicle drop-off. A secondary entrance is located at the west end of the building and also on the south side of the building facing a proposed central courtyard. Site Parking Based on the overall 418,800 gross floor area of the proposed and existing buildings on the site, and the City zoning requirements of 1 stall per 250 GSF,we have determined that approximately 1,676 vehicle parking spaces will be required to support the project. The current north parking lot(Phase 2) on the site will be completely reconstructed to include 1411 parking stalls. Approximately 25 parking stalls will be designated for handicapped accessible stalls, 20 parking stalls for preferred parking, 10 stalls for motorcycle parking and 15 stalls for daycare drop-off. To facilitate the required number of parking stalls on the site, the north parking lot will be expanded to the west and impact the existing wooded area. Approximately 620 trees will be removed from the wooded area, which equates to 7468 cal. inches. Based on the necessary tree removal, approximately 2000 cal. inches of trees will need to be remediated (includes the permitted 10% removal of site trees). See attached spreadsheet for tree species, sizes and quantities that will be impacted. The south parking (Phase 1) lot will be partially reconstructed to include 267 parking stalls, including 7 parking stalls designated for handicapped accessible stalls. A majority of the drop-off will remain intact including the hardscape and landscaping existing within the center island. Site Traffic and Circulation See DRAFT Land O'Lakes Expansion Traffic Study Update prepared by SRF Consulting Group for recommendations. Site Landscaping The concept plan for the overall site landscaping is based on the desire to reinforce the natural beauty and character of the site. A native plant palette will be utilized for the proposed site improvements and enhance the native plant communities that exist on the site. An east-west vegetated woodland buffer will be created at the front of the building to connect the western wooded area to the east of the site. The vegetated woodland buffer will include a lighted pedestrian trail to connect all of the parking areas on the north side of the building to the main building entrance. Identified below are percentages for site landscape areas (all percentages include existing plant credits): 1. Overall landscape coverage on the entire campus site (47.37 acres) is approximately 60%of the total site area. 2. Phase 1 (South Parking Lot) proposed landscape coverage is approximately 64.36%of the total area. 3. Phase 2 (North of existing buildings) proposed landscaping is approximately 57.25%of the total area. A new central courtyard of approximately 50,900 sf will be created as a part of the project.The courtyard will be located in the space that is created between the new and existing buildings. The central courtyard will be a flexible programmable space that will include a variety of meeting, dining and seating areas. The courtyard will be designed to include hardscaped and landscaped areas. Over story canopy trees will provide shaded areas for small informal gatherings, while open hardscaped plaza areas will provide areas for connectivity and larger gatherings. An outdoor playground of approximately 8,000 sf will be included to support the childcare functions. The playground will be designed to support use of children form the age of 3-12 years. The playground will include structured seating, resilient surfacing, native landscaping and other playground amenities. The playground will incorporate a fence along the western edge to secure the playground area from the adjacent corporate plaza space. Loading Dock/Delivery Area The loading dock area located on the north end of the current corporate building will be reconfigured to provide one additional semi-truck loading dock, and a relocated trash compactor and recycling container area. Current vehicular circulation in the delivery area will be maintained to support the expanded loading dock functions. Compliance with Current City of Arden Hills Zoning Code The proposed consolidation project is consistent with the adopted City of Arden Hills Comprehensive Plan and previously approved PUD -Case No. 79-4 for the project site. The current zoning for the existing and surrounding sites is 1-1 Limited Industrial District. All of the defined uses in the proposed project (credit union, childcare facility(over 10), medical clinic, and corporate workout facilities) are permitted uses within the district. Based on the surrounding zoning, the proposed consolidation project is visually compatible with adjacent land uses and does not impact the surrounding sites in a negative manner. The proposed Land O'Lakes Corporate Headquarters Consolidation project will exceed the current City of Arden Hills zoning requirements in numerous ways. Some of the specific zoning code requirements that will be exceeded include the following: 1. Currently within the 1-1 Limited Industrial District there are no requirements for indoor/outdoor bicycle storage. We are currently proposing 32 outdoor bicycle parking spots and have a design option for an additional 20 indoor bicycle parking spots. 2. Our proposed landscape for Phase 1 and 2 improvements is approximately 35%of the total site which exceeds the City requirement of 10%. 3. The project will meet or exceed tree requirements related to building height (4 stories) a. 50%trees 2" to 3" cal. inches (includes 95 evergreen trees that average 2"-3" cal. inches) b. 31%tree 3.5" to 4" cal. inches c. 26%trees 4.5" to 6" cal. inches 4. Environmental Conservation and Sustainability a. Per Ordinance 1325.05 Subsection 8—Additional Design Standards for New Development in 132/133 districts, the City encourages the use of green materials and environmentally friendly construction and site design such as the use of pervious surfaces, green rooftops, energy efficient materials, LEED standards, and other green building techniques. The new corporate building and site will be designed with sustainable best practices and will seek a minimum of LEED-NC 2009 Gold certification even in an 1-1 Limited Industrial District. The site will be developed to fulfill multiple Sustainable Site LEED credits such as Stormwater Design Quality and Quantity, Light Pollution Reduction as well as Water Efficient Landscaping. Transportation amenities such as interior and exterior bicycle parking and preferred parking for carpool and electric vehicles including charging stations will be incorporated into the parking design. Along with meeting LEED standards for internal water efficiency and the use of energy efficient lighting and mechanical systems, the new corporate building will strive to use local materials that are healthy to the building occupants. 5. Additional Design Compliance a. Per Ordinance 1325.05 Subsection 8—Additional Design Standards for New Development in 132/133 districts, the purpose of these additional design standards is to promote a high level of architectural, landscaping, and site design in the business districts of Arden Hills. The City seeks to create a unified, harmonious, and high-quality environment to foster a distinct, positive, and successful image for the City. The materials of the new corporate building and site will be designed to comply with many of these standards even in an 1-1 Limited Industrial District. b. Per Section D, buildings shall be constructed of materials that are enduring, timeless, and well-detailed. The design of the new building will likely use the same brick as the original building along with high quality, energy efficient glazing and architectural metal wall panels. c. Per Section E, the arrangement, massing, materials and colors shall work to create a high quality development that is responsive to existing buildings, site features, and site design on adjoining sites in the district. With the use of the original brick used on the existing corporate buildings for the new corporate building, a cohesive campus aesthetic will be created. Zoning Actions The Land O'Lakes corporate headquarters expansion project will be requesting flexibility thru the Final PUD planning process (for identified South Parking lot in Phase 1)for Section 1325.05, Subd. 1, F. Minimum Landscape Requirements, Perennials and Shrubberies. The identified requirements states at least ten (10) percent of the total landscaped area shall be covered with perennials and/or shrubbery and be planted within the perimeter of private parking, building, and driveway areas. Based on our current design for the south parking lot(Phase 1) we have provided approximately 36,221 sf. of planting areas, for a total of 2.53%. The primary justification for flexibility thru the approved PUD related to the Minimum Landscape Requirements for Perennials and Shrubs are identified below: 1. The overall design intent for the south parking lot is to provide enough parking stalls, without impacting the existing natural areas and character, to meet the overall parking requirements of 1676 stalls on the entire campus site (as identified in the Master PUD submission). The south parking lot serves as the primary guest entrance to the campus, so a balance was desired to limit to overall impervious parking areas,while trying to maintain the existing natural features (wetlands,wooded areas and lawns). The design accomplishes this by focusing the perennial plantings and shrubs adjacent to the entrance roadway to frame and extend the drivers entry experience as you enter towards the campus buildings. The parking lot areas are buffered from the entrance roadway (a min. 20'wide landscape boulevard has been provided) by the ground level plantings and over story trees to extend the "natural" character all the way up to the building entrances. Subsequently, perennials and ground covers are limited at the parking lot outer edges to allow visitors un-interupted views into the adjacent natural areas. The areas adjacent to the parking lot edges will be planted with a combination of a native turf (approximately 18,900 sf.) and a woodland seed/plug plant mix(26,000 sf.)to enhance these edges and provide long-term vegetated cover. 2. As part of the future proposed work in Phase 2, we have defined approximately 176,778 additional sf. of perennial and shrub plantings which equate to approximately 14.26% of the Phase 2 project area. This proposed Phase 2 landscaping, in combination with the Phase 1 landscaping, would result in over 212,999 sf. of perennial and shrub landscaping on the entire project site for a total of 16.79%. This total %of perennial and shrub landscaping would exceed the current zoning code by approximately 170%. This is a two Phased design and construction project, so all proposed improvements will function as one landscape and should be reviewed accordingly. The Land O'Lakes corporate headquarters expansion project will also be requesting future flexibility thru the Final PUD planning process (for identified north project site in Phase 2)for Section 1325.05, Subd. 1, F. Minimum Landscape Requirements, Planting Islands. The requirements state that planting islands shall be required to visually break up expanses of hard-surface parking areas,to provide safe and efficient traffic movement, and to define rows of parking. Planting islands shall occupy at least ten (10) percent of the parking area. Planting islands shall be edged with concrete curbs. Parking lot planting islands shall be a minimum of 150 square feet in area, be of appropriate width and length, and include at least one tree meeting the requirements of this ordinance. Based on our proposed design, we estimate we will provide approximately 30,240 sf. of planting islands, for a total of 5.9%. The primary justification for flexibility thru the approved PUD related to Minimum Landscape Requirements for Planting Islands are identified below: 1. The required number for parking (as identified in the Master PUD submission)to support the overall campus expansion is 1676 stalls. This required parking stall count has caused hardship related to providing the necessary amount of land needed to accommodate this parking while trying to limit the impacts on the valuable natural features of the site.The current site is approximately 47.37 acres, with the wooded areas comprising approximately 22.7 acres, pond/wetland areas comprising 4.5 acres, and existing and proposed development approximately 18.5 acres. Based on the need to provide 1676 stalls on the campus site to support expansion, it has required the proposed parking expansion into the wooded area on the west edge of the site, thus reducing this natural feature from approximately 7.5 acres to 4.2 acres. Based on the impacts to the western wooded area, it has been determined that the design will try and limit any additional impacts to natural site features by limiting some of the landscaped islands at the outer edges of the parking areas. By creating landscaped islands throughout the outer edges of the parking lots where they are not currently proposed,we would effectively be removing parking stalls, which would require us to remove more of the wooded area to the west to provide parking stalls that were removed to accommodate landscaped islands. To mitigate the loss of the landscape islands, the site design has incorporated a new east-west "green belt" (green belt is approximately 60' in width and runs the entire length of the proposed Phase 2 improvements) located directly north of the proposed corporate building expansion. This wooded green belt will provide two site amenities;the first being an enhanced entry experience for staff and visitors to the site (imagine exiting your car and walking thru the woods to the front door of the new corporate building), and secondly, provide a view into a natural landscaped area for users in the new corporate building (existing buildings on the site have been designed to maximize views to natural areas and limit views to the parking lots). 2. As part of the proposed work in Phase 1 (South parking lot), we have defined 18,172 sf. of planting islands, which would exceed the current zoning code by approximately 150%. The combined Phase 1 and Phase 2 parking lot islands would average to approximately 7.62%of the total parking lot areas on site,which is significantly closer to the required 10%. Project Schedule The project will occur July 2016—January 2019. See schedule below for additional detail. Land O'Lakes Headquarters Consolidation Project Schedule TASK START FINISH Preconstruction Planning& Design 01/04/2016 06/02/2017 Schematic Design 01/04/2016 04/01/2016 PUD Applications South Lot Final PUD Application Submittal 05/02/2016 Campus Master PUD Application Submittal 05/02/2016 Campus Final PUD Application Submittal 06/06/2016 Design Development 04/04/2016 07/13/2016 Construction Documents 04/04/2016 06/02/2017 CP-1: Workplace Strategy Pilot Project Construction Documents 06/01/2016 Submit to CP-2: South Parking Lot Construction Documents 06/08/2016 0612112016 city Submit to CP-3: North Parking Lot Construction Documents 07/06/2016 0711912016 city CP-4: Foundations, UG Utilities, Below Grade Waterproofing 10/07/2016 CP-5: Superstructure 10/21/2016 CP-6: Core &Shell/ Final Site 01/13/2017 CP-7: Interiors/ 1st Floor Renovation - Dock & Cafeteria 03/03/2017 CP-8: Existing Building Renovation - Floors 2-4 06/02/2017 PUD Application-City of Arden Hills Approvals South Lot Final PUD Planning Commission Approval 06/08/2016 Campus Master PUD Planning Commission Approval 06/08/2016 South Lot Final PUD City Council Approval 06/27/2016 Campus Master PUD City Council Approval 06/27/2016 South Lot PUD City Staff Approval 07/11/2016 Campus Master PUD Staff Approval 07/11/2016 South Lot Development Agreement Executed 07/11/2016 Campus Final PUD Planning Commission Approval 07/06/2016 Campus Final PUD City Council Approval 07/25/2016 Campus Final PUD Staff Approval 08/08/2016 Campus Development Agreement Executed 08/08/2016 Construction Permits CP-1: Workplace Strategy Pilot Project- Existing Building Renovation Permit 06/15/2016 CP-2: South Lot Permit 07/12/2016 CP-3: North Lot Permit 08/09/2016 CP-4: Building Foundations Permit 11/04/2016 CP-5: Building Superstructure Permit 11/18/2016 CP-6: Core& Shell Construction Permit 02/10/2017 CP-7: Interiors/ 1st Floor Renovation - Dock&Cafeteria Permit 03/31/2017 CP-8: Existing Building Renovation - Floors 2-4 Permit 06/30/2017 Construction 06/15/2016 09/19/2018 Workplace Strategy Pilot Project 06/15/2016 09/16/2016 Site 07/12/2016 10/06/2017 South Lot 07/12/2016 08/08/2016 North Lot/Courtyard Landscaping 08/09/2016 10/06/2017 New Building Construction 11/07/2016 02/16/2018 Existing Building Renovation 04/02/2018 09/19/2018 t �. IVdr° ter _ ,N �'� •{ r 1 Y3 ,., 1 s �# Yr. � Y � j � � � t A L rh1'� � I �T � i • ~ � �.3 Yy. . • _ Ire r .��' Y 4r-Jr y • `milRp do ' YJ� { '}r • y r{fir ! J iY I � � 4 tF Y 'IV I f Y -memo Mimi lawl 11111 111M '%iff S. 10101 1 low, 11� Nib �i } Mimi m s'- :yam iIt r _ ■ T- 1 _ . r I ' 3 1 `i'w, ,��.;;,•�,, + �y����• . f' a XAl v - r •` :�'.'.f�ie:i -�'n'=,� wK""�i-' S�T���� , ya'df.K - _�'Srw� _' •�ram.:��'`:� � �y �j ft i�'�'Sr• .�9�,''±rT1'.r`4•�.$� ��'�'�� ':';..-..-: .i•�•rr••- `gyp �'`.,-yy�'l ai�{` n.,'� .F,• i - •_.-. - .f-AY '�li. 1 + � 1 may. ��' !� .. .. _ .. 2 r ZMR - =s: f' miff SITE PHOTOS LAND OTAKES Corporate 2016 � tr _ 7 _ �.'� � `•fir,•. Mob SITE PHOTOS LAND OTAKES Corporate 2016 EXISTING SITE E Existing Buildings Existing Total GSF 263,800 Corporate Building 201,300 R&D Building 62,500411111111111111111111111,A* Existing Parking - - - - - - - - - - --t - — — - — — - — — - — — - — J 01 Main Lot 746 02 West Lot 145 03 Guest Lot 40 5'TF1- X Nx, Existing Total 931 'V \ n ,v >K I L - - - - - ,. r u x UQ �• �r��r�is r r.+ �} z �. 03F F I 40 d EXISTING SITE LAND OTAKES Corporate Headquarters Consolidation P E R K INS WILL May 2 2016 PROPOSED PARKING Existing g Buildin s �° s Existing Total GSF 263,800 `` `"" ' �_ " y � ., m � 7 New Building '' Proposed Total GSF 155,000L7,_1� Total Proposed GSF 418,800 - - County Road F Required Parking ..,.��■, ■rrr.,r.•r .-..•.•�■r. . r.•■.."..•� .2., •. � ii ii 1 per 250 GSF 1675 Phase 2 = FIT �. -tester Proposed Parking oIT + - 01 Main North Lot (Phase 2) 655 02 North-West Lot (Phase 2) 435 — — — — • 03 South-West Lot (Phase 2) 321 �ii rI I I I I I I I I�i 1101E o 04 South Guest Lot (Phase 1) 267 Proposed Total 1678 ■ I I I I I I� ,� ■, a ii i, ,, • - 0 1 ■ r CD i I � CD - A LN w Phase 1" - � - Final PUD' • .000, 1 09 I, WWI PROPOSED SITE IMPROVEMENTS LAND OTAKES Corporate Headquarters Consolidation PE R K I NS W I L L May 2 2016 PEDESTRIAN CIRCULATION _ �„' . .f '' s:1 ` �� •''�. : .�i^� 7y.�` ` .a, •�. ��. �� �,•.-: , � � ;:} �_� � .� _' '`� ;��1, �I - ' — #` Primary Pedestrian Routes Existing Trail Secondary Pedestrian Routes - __ _ __ County Road F f i17 Y - . .. ��y■ �yy■�_� iiiYi■i Yi-W■■i.■ii■iiY ii■ -- — ,e' — - Phase 2 - ster PLID - . yj 4 V ti- . 9f R . CD r i w ■ h - trig a.rot t• el ara may♦ : O .r .., I� •�■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■�ii�i��i ■ ■■■■■• O i m a 0 - i b I IAll ME, Phase 1; Final PUD' ' 4 �`■ �� ■ mon ■ == ■ mom 'T PEDESTRIAN CIRCULATION LAND OTAKES Corporate Headquarters Consolidation PE R K I NS W I L L May 2 2016 5 4 3 2 1 1MAY 023 2016 A E R K I N S LAND OLAIKES HEADQU .4RTERS PW PROJECT #051354 . 040 + W I L L 80 S 8th Street Suite 300 Minneapolis,MN 55402 t 612.851.5000 f612.851.5001 www.perkinswill.com CONSULTANTS CIVIUSTRUCTURAL BKBM 5930 BROOKLYN BOULEVARD MINNEAPOLIS,MN 55429 45 SOUTH 7TH STREET SUITE 2500 D PUD APPLICATION DOCUMENTS D MINNEAPOLIS,MN 55402 MEP MICHAUD COOLEY ERICKSON 333 SOUTH SEVENTH STREET,SUITE 1200 Ave MINNEAPOLIS,MN 55402 www.michaudcooley.com4001 P:612.339.4941 OWNER OWNERS REP ARCHITECT LANDSCAPING CIVIL STRUCTURAL MEP CONTRACTOR LAND O'LAKES,INC. FAITHFUL+GOULD PERKINS+WILL PERKINS+WILL BKBM BKBM MICHAUD COOLEY ERICKSON MCGOUGH 4001 LEXINGTON AVE N. 45 SOUTH 7TH STREET SUITE 2500 Minneapolis,MN 55403 612.851.5044(TEL) 5930 BROOKLYN BOULEVARD 5930 BROOKLYN BOULEVARD 333 SOUTH SEVENTH STREET,SUITE 1200 2737 FAIRVIEW AVE N ARDEN HILLS, MN 55126 MINNEAPOLIS,MN 55402 612.851.5000(TEL) CONTACT: JOHN SLACK MINNEAPOLIS,MN 55429 MINNEAPOLIS,MN 55429 MINNEAPOLIS,MN 55402 ST.PAUL,MN 55113 651.375.3168(TEL) 612.338.3120(TEL) 612.851.5001 (FAX) john.slack@perkinswill.com 763.843.0420(TEL) 763.843.0420(TEL) 612.339.4941 (TEL) 651.633.5050(TEL) CONTACT: ANN DOHMEN CONTACT: KEVIN WIESE CONTACT: TONY LAYNE CONTACT: TOM CESARE CONTACT: ANDY RAUCH mfauske@michaudcooley.com, CONTACT: CARY MILLER AMDohmen@landolakes.com Kevin.Wiese@fgould.com tony.layne@perkinswill.com tcesare@bkbm.com arauch@bkbm.com mplumedahl@michaudcooley.com CMiller@mcgough.com CONTACT: MARK FAUSKE-MECH,MICHAEL PLUMEDAHL-ELEC SHEET INDEX SHEET INDEX SHEET INDEX SHEET INDEX z z z z C7 z W z W z C7 Z P U D LU m o a IM LU o a IM LU o a IM LU o a z z z� � APPLICATION J z J z J z J z a a a a a a a a W o W o w o w o MAY 02, 2016 C SHEET NAME U � SHEET NAME U SHEET NAME U � SHEET NAME 0 N � N a N Na N a 01-GENERAL Al 2-01 LEVEL 01 REFLECTED CEILING PLAN x G00-00 COVER SHEET x x Al 2-02 LEVEL 02 REFLECTED CEILING PLAN x G00-01 INDEX OF DRAWINGS x x Al 2-03 LEVEL 03 REFLECTED CEILING PLAN x Al 2-04 LEVEL 04 REFLECTED CEILING PLAN x R CONS.\R�C-(\ON 02-CIVIL Al 2-05 LEVEL 05 REFLECTED CEILING PLAN x F� C01-00 SELECTIVE SITE DEMOLOTION NOTES AND DETIALS x x Al 8-01 ISOMETRIC VIEWS x \J�� C01-01 SELECTIVE SITE DEMOLITION PLAN-PHASE ONE x x A20-01 EXTERIOR ELEVATION x x C01-02 SELECTIVE SITE DEMOLITION PLAN-PHASE TWO x x A20-02 EXTERIOR ELEVATION x x CO2-00 GRADING,DRAINAGE,AND EROSION CONTROL NOTES AND DETAILS x x A20-10 ENLARGED EXTERIOR ELEVATION CO2-01 GRADING,DRAINAGE,AND EROSION CONTROL PLAN-PHASE ONE x x A20-12 ENLARGED EXTERIOR ELEVATION PROJECT CO2-02 GRADING,DRAINAGE,AND EROSION CONTROL PLAN-PHASE TWO x x A20-13 ENLARGED EXTERIOR ELEVATION CO3-00 UTILITY NOTES AND DETAILS x x A30-01 BUILDING SECTION x CO3-01 UTILITY NOTES AND DETAILS x x A31-01 EXTERIOR WALL SECTIONS x CO3-02 UTILITY PLAN-PHASE ONE x x A31-02 EXTERIOR WALL SECTIONS x CO3-03 UTILITY PLAN-PHASE TWO x x A31-03 EXTERIOR WALL SECTIONS x CO3-04 SANITARY SEWER AND STORM SEWER SCHEDULES x x A31-04 EXTERIOR WALL SECTIONS x CO3-05 PUBLIC WATERMAIN PLAN AND PROFILE x A70-01 RENDERED NW PERSPECTIVE x C04-00 PAVING AND GEOMETRIC NOTES AND DETAILS x x C04-01 PAVING AND GEOMETRIC PLAN-PHASE ONE x x 07-MECH LAND MAKES C04-02 PAVING AND GEOMETRIC PLAN-PHASE TWO x x M000 MECHANICAL TITLE SHEET x C05-00 STORM WATER POLLUTION PREVENTION PLAN x M10-01 MECHANICAL HVAC PLAN LEVEL 01 x HEADQUARTERS C05-01 STORM WATER POLLUTION PREVENTION PLAN-PHASE ONE x M10-02 MECHANICAL HVAC PLAN LEVEL 02 x C05-02 STORM WATER POLLUTION PREVENTION PLAN-PHASE TWO x M10-03 MECHANICAL HVAC PLAN LEVEL 03 x M10-04 MECHANICAL HVAC PLAN LEVEL 04 x 03-LAND M10-05 MECHANICAL HVAC PLAN LEVEL 05 x L01-01 LAYOUT PLAN x M10-06 MECHANICAL HVAC PLAN LEVEL 06 x L01-02 LANDSCAPE PLAN x L01-03 IMPACTED TREES x 09-PLUMB L04-01 ENLARGED CENTRAL PLAZA x P10-02 PLUMBING LEVEL 2 x L04-02 ENLARGED PLAN NORTH GARDEN x P10-03 PLUMBING LEVEL 3 x L04-03 ENLARGED PLAN PLAYGROUND x P10-04 PLUMBING LEVEL 4 x L04-04 SITE PLAN x P10-05 PLUMBING LEVEL 5 x L04-05 LANDSCAPE PLAN x L04-07B SOUTH PARKING LANDSCAPE PLAN x 10-ELEC L04-07D TREE SURVEY x E00-01 ELECTRICAL TITLE SHEET x L04-10 PROOF OF PARKING x E01-01 SITE PLAN x LAND MAKES L11-01 DETAILS x E10-01 LIGHTING-POWER&SYSTEMS PLAN LEVEL 01 x 4001 Lexington Ave N. B L11-02 DETAILS x E10-02 LIGHTING-POWER&SYSTEMS PLAN LEVEL 02 x B E10-03 LIGHTING-POWER&SYSTEMS PLAN LEVEL 03 x Arden Hills, MN 55126 04-ARCHITECTURAL E10-04 LIGHTING-POWER&SYSTEMS PLAN LEVEL 04 x KEYPLAN A00-01 ARCHITECTURAL ABBREVIATIONS,SYMBOLS&GEN NOTES x E10-05 LIGHTING-POWER&SYSTEMS PLAN LEVEL 05 x A01-01 CODE COMPLIANCE PLANS x E10-06 ROOF PLAN x A01-02 CODE COMPLIANCE PLANS x E44-01 ENLARGED PLANS x A01-03 CODE COMPLIANCE PLANS x E52-01 RISER DIAGRAM x A04-02 OVERALL SITE PLAN x x EL01-01 SITE LIGHTING PHOTOMETRIC PLAN x A09-01 RENOVATION LEVEL 01 OVERALL FLOOR PLAN x x A09-02 RENOVATION LEVEL 02 OVERALL FLOOR PLAN x x 11-FIRE A09-03 RENOVATION LEVEL 03 OVERALL FLOOR PLAN x x F10-01 FIRE PROTECTION OVERALL LEVEL 1 x A09-04 RENOVATION LEVEL 04 OVERALL FLOOR PLAN x x F10-02 FIRE PROTECTION OVERALL LEVEL 2 x A10-01 OVERALL FLOOR PLANS x x F10-03 FIRE PROTECTION OVERALL LEVEL 3 x A10-02 OVERALL FLOOR PLANS x x F10-04 FIRE PROTECTION OVERALL LEVEL 4 x A10-03 OVERALL FLOOR PLANS x x F10-05 FIRE PROTECTION OVERALL LEVEL 5 x A10-06 ARCHITECTURAL ROOF PLAN x All-01C LEVEL 01 FLOOR PLAN x ISSUE CHART A11-02A LEVEL 02 FLOOR PLAN-AREA A x A11-02B LEVEL 02 FLOOR PLAN-AREA B x A11-02C LEVEL 02 FLOOR PLAN-AREA C x A11-03A LEVEL 03 FLOOR PLAN-AREA A x A11-03B LEVEL 03 FLOOR PLAN-AREA B x A11-03C LEVEL 03 FLOOR PLAN-AREA C x A11-04A LEVEL 04 FLOOR PLAN-AREA A x A11-04B LEVEL 04 FLOOR PLAN-AREA B x A11-05A LEVEL 05 FLOOR PLAN-AREA A x A11-05B LEVEL 05 FLOOR PLAN-AREA B x MARK ISSUE DATE Job Number 051354.040 Drawn Author Z A A Checked Checker 0 m Approved Approver co TITLE 0 NI 2 J INDEX OF DRAWINGS 0 E SHEET NUMBER U co GOOmOl N Copyright©2014 Perkins+Will N N - 1 5 4 3 2 1 LA ND 0 1 LA KES HEA DOUA R TERS MA S TER SHEE T LEGEND DESCRIPTION OF PROPERTY SURVEYED AC Denotes air conditioner Lots 2 & 4, Block I, LAND 0' LAKES ADDITION, NE CORNER OF � AGP Denotes above ground pipe S 20, T. 30, R 23 AIS Denotes advertisement/information sign Ramsey County, Minnesota. FOWD RAMSEY i COUNTY CAST i ATM Denotes automatic teller machine ---„� IRON MONUMENT ft BE Denotes building entrance N 20. CORNER BH Denotes beehive catch basin PLAT RECORDING INFORMATION � S 20 T. 30 R. � � __ _ - r - _ _ Denotes beaver tail curb 2632.40 _ °M I �■- "' - �°' — — — — — — — — -� — — • ••.••• I CB Denotes catch basin The plat of LAND 0' LAKES ADDITION was filed of record on March 5, 1980 as Document No. 'I'' ........ l5 2.69 ...... �_ i N893/55" 689367. CBOX Denotes control box • i -_ ..�T—.. -• : '6 � � . ` '• - communication box - ..... •- ' CBX Denotes - i , • sue, A z.Wz ,,,,...... , cc Denotes curb cut .,...,.... ^° . _ C __ C C-- - '-- -'-- ,--- i --- - '--- - ------------------- --_ ---------- -------------- ------ ------- - --- - -------�.. --- -- ------- -- - - - - �' --- _ CM H Denotes communication manhole TITLE COMMITMENT C - d metal___ _ y pe c •••-- c - --- . -- - . i �. F , � � i � CM Denotes corrugate i i C G .,..... .... '� IO This survey was prepared without the benefit of current title work. Easements, appurtenances, and C G I C ••.•r• (� i �� C G J.� I DGP Denotes drain grate i '\ encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon C. ( C GC C G ' "y, ' �' C i s 5 I DIP Denotes ductile iron pipe receipt of a current title insurance commitment or attorney's title opinion. C C C I I �. �; Denotes electric box ( G CC C C CI . 0 C C( ; • i % ✓ ; EM Denotes electric meter c C GG GENERAL NOTES C EM Denotes electric manhole L; CC EO Denotes electric outlet - .... i C G CT C C C CI 1 � �! I / I FES Denotes flared end section I.) Survey coordinate and bearing basis: Ramsey County System (North American Datum of 1983 C CC G r'� ; • i T ; FF Denotes finished floor Coordinates, final adjustment December 17, 1991 C c� CG C C I 3, I ! i i FH Denotes fire hookup ' C C � G _ C , C ( ....... �; !' C 01 lJ Q FOL Denotes fiber optic line 2.) Wetlands shown hereon are per field location of stakes as set by Pinnacle Engineering, on C I G I E i I August 18 2015. \� C C C GC C G �- C �� FP Denotes flag pole g i C C C „"„ i , , 9 o' G Denotes gutter G ECG C"CC G 1 , .••`Y ., • /�� Z GAS V Denotes gas valve UTILITY NOTES i- ;CG CCC C C �' CCCCC C I r m / •• F GM Denotes gas meter L G C i i CC C CCGC i 1 C , �;� i GEN Denotes generator G C G ' i i i {`• . . • C , �/, i I ! 1` i I ) Utility information from plans and markings was combined with observed evidence of utilities to G" �",� G ii G. I R' •/ IJ�'® ��''� °„•, I ; GP Denotes guard post developa view of the underground utilities shown hereon. However, lacking excavation, the C C C C C 1 1 ' �• GRDL Denotes round light exact ocation of underground features cannot be accurately, completely and reliably depicted. i ' i i••••• . : , C i i g g Where additional or more detailed information is required, excavation may be necessary. C C tC C 1 1 `. ..... y� �� GW Denotes guy wire III•. _._._._._._._._._._._._._._._._._._._._._._._. _._._. _. _._._._._._. a_. _._i ._ .S ._._._._. ._. .__._. ._._._._ ._._._._._. ._ _._ _._. _. _ .1 ._._._._.•. ._._ C-C r I _._._._. :._._ .__. ._._._._. _. . _. ._._._._. ._ . ._._._ . _. .----- - - - ------- - - - -- - ._,_._._._._._._._._.�_._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._. _._._.I._._._._. ._ _._._._._.;._._._._._._._._._._._._._._._._._._.. GYP Denotes upole � . C I � � � r_ � , 1 i guy CCC C �� � '• 1 --� 1 HCPB Denotes handicap door push button 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to IZK C C CC CC CG . j 1 :, ' C _ ; '��_ � HCR Denotes handicap ramp construction or design. CS� G C i ;® _ i i HCS Denotes handicap sign C C C C C i i _ t ', \\ i 3.) Some underground utility locations are shown as marked onsite by those utility companies C C C I , - • • - / HH Denotes hand hole \ ; i whose locators responded to our Gopher State One Coll, ticket number 152240639. i C CGC C C � \ � � ` C G C C C11 ire ... C ,,' % /�':' i HHC Denotes communication hand hole I C CCC C UzC C ' C //"' 'Jt• se9 / _'w 433 C E FAD I HHE Denotes electric hand hole 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise onsite i I , i , , , C Rcs location of utilities prior to an excavation. �> r CC C C �� G f _------_ _____ __ _____ _ ____ ___ _____ ________ _ ___ \ � CSC __�, C HHF Denotes fiber optic hand hole P Y i .r4 , fps (Y i I Ii i Ci✓ C C CC C �- - • •••••• .�' , ' HHSL Denotes signal light hand hole C --- ---------------------- ------ --------------<<----- --- r C G �� H YD Denotes fire hydrant ' � L ' /� ' g G C'C C C i •..••••• i , , __ \ T INV Denotes structure invert C C ___ �_ , _ -�_-- -- C C C C G C G f ' '; i ' ' �' C ' h i KWB Denotes keystone wall base (� BENCH MARKS BMA � C �% CC 1 C LID Denotes loading dock to ' i i C C C C' C ; i ! i ""' "" •t , '' i�``� CC N i g 1.) Top of Ramsey County Aluminum Monument stamped with No. 9022 38 feet /- C C l i .; �� , ,y ,` \ �\ G LP Denotes light pole west of the northeast corner of Lot 3, Block 1, LAND 0' LAKES ADDITION, i C C C C - ' , , , '. i C _-_ , C \ - W MC Denotes metal cover Ramsey County, MN. C C G `' i \ ` C C N MH Denotes manhole - iC C'C C "G i i i „",,,,,, \ , ' / ' Elevation - 964.01 feet (Sheet A-3) C C C C ' ' \ -°� - ;%• • L• _ � C ' OD Denotes overhead door % kn OHE Denotes overhead electric line G C G C C C C i i i f ; o \ \ Kd� %�-- �a� CCC G i I 2.) Top of top nut of fire hydrant 125 feet */- west of the most northerly northwest C C 1 i i 1 11 i / I \ '_ °, ' ,�'„ (��J ; N PKS Denotes parking sign corner of the existing building. (,'l I / i• _ �' i• `�K P =O0 °0 N' i• PP Denotes power pole Elevation = 975.70 feet (Sheet B-2) P0N Di .sw M 1 CC G � G �ct �� � E i• •-a• \ \� \I\I .,... � h I PPLP Denotes power and light pole "�" C C ., . I , I H i `i \� ! I / _ CG PPU Denotes power pole with underground electric C C G i I �! i , I PVC Denotes polyvinylchloride pipe 3.) Top of top nut of fire hydrant on the east side of the cul-de-sac named i �� ' i .•, , I \ •• o i Visitor's Drive, south of the building. ` C C y �- I RCP Denotes reinforced concrete pipe CC C C - - =---= --- - - ------- --- - - - - - - - ---- ._*°-----� ; i \ `\ ' C o Elevation = 964.56 feet (Sheet B-2) .,- =ecr—� -_-_ •�, G 1 \,\ �� , SAN Denotes sanitary manhole C C _r� GG ' - __ •____. _'---- --—------- Denotes sanitary sewer 4. To of to nut of fire hydrant near northeast building corner south of turn around i ,•" — —�— _ -- _—_�-T_--— + _.- SAN S ) P P Y 9 C C C LGG C C `� - ;, C �. C C G� C G C GGGC C I SANC Denotes sanitary cleanout drive for loading docks. ' C C C i C C C T - - i � , ' S , \ i C C , SB Denotes soil boring Elevation = 951.99 feet (Sheet B-3) _ r C C C CSC C ; ....... _ G it----- -- t. .1- .... ,� ,=' �. � ^ , C ,- / �e ; SMH Denotes storm manhole - I C C C C i C C CC �•- �" �--_ `� --�, L i• \ a C C ; - C 1 'CG % ST S Denotes storm sewer (: C •�. rus , C i \ i ��, (� r NOTE: Elevations based on NAVD 1988 datum. STCO Denotes storm cleanout d ; �. ,'' I G G C � TC Denotes top of concrete curb sR�s� CC ..... ._.1._._._._._._. _._._._._._.__._._._._._._. ._._._._._._._._._._._._._._._._._._._._. ._._._. ._._ ._._._ ._.__ ._._._._._._.__ ._. __._._. .__.__._._. _._._.. ._.'._-!_ ._._._._._._._._._._._._._._._._._._.__._._ .•- ._. _. _._ ._._. _._._._._._._._._._._._. ._.X. ._._. ._. ._. _._._._._ ._. ._._._._._._._._._. ._._._._._. ._ ._._._._.1._._ ._._._._._._._._._ _._._._._._. ...................................... �� G C '� '- '- , ' �`\ C C G TCS Denotes traffic control sign G � .......0 ; ...,... ,�;".;7r - -_ c C C I g G C C 1n`' j TL Denotes traffic light TRANS Denotes transformer box C CC ` C • C UGC Denotes underground communication line CC `` C - `,` see } UGE Denotes underground electric line C ; j` .s; C C C . C C C �� C rC\ ��-°• C 5 UGP Denotes underground pipe VCP Denotes vitrified clay pipe acEN ' M' C ' G N_ VP Denotes vent pipe PP C C :` • ` , 50 W Denotes water line C G C -. C G C . s6 ° 20 w , ....... C C �, ` .< C C C C , �i CCC G WET Denotes wetland flag , i C . ' (� - C C �$,�, . \Y I WMH Denotes water main manhole C ; jt✓' 1 �•`` �✓ _ \ FOtAJD G G ; C C i �1 ' C c C ;CG C C ' ( WV Denotes water valve G S� 32" C , ►I; C % G GG G , G C CC C C • C G C C C ASP Denotes Aspen tree i S- •� i C C CC,.-\ / BAS Denotes Basswood tree /�/ OPT C G C C C C C C ` C N I BIR Denotes Birch tree C w� C C C G C C ' "" C C \ C BOX Denotes Boxelder tree O, >r C C C /C l , C - i GC C C �� Y C C BLCH Denotes Black Cherry tree �C I G CC C C GC. C iC / CCC C i i �'• c, �- �` C . . :� r,,., F>�,4MS/E BUT Denotes Butternut tree /�` C �, C ( G C CM COT Denotes Cottonwood tree ¢ �aS C / C fOAD CRAB Denotes Crabapple tree �F "_-� Rc N� C C G i DOG Denotes Dogwood tree �s 2Deassy`"` CCC C IRL G C C C C\, FIRD Denotes Douglas Fir tree 7�,` ca�95� C C C C F C GC C C C C G \ HACK Denotes Hackberry tree F c G C C ► ,•\ —' S ' IRON Denotes Ironwood tree C CCCC I MPL Denotes Maple tree C C I MPLAM Denotes Amur Maple tree FOOV v2• PIN Denotes Pine tree a-EN IRON PINW Denotes White Pine tree POP Denotes Poplar tree NSF SHB Denotes Shrub Mr - . SPCG Denotes Colorado Green Spruce tree .................. _ ._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._.;._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._..,._. _._.__ ___.____._._._._._.;._._._._._._._._._._._._._._._._._._.. -' SPR Denotes Spruce tree S.20 0T 0,EOF R. 23 i TR Denotes deciduous tree FOUND RAMSEY i COUNTY CAST WIL Denotes Willow tree IRON MONWENT ; i i i I i I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the i i i I i laws of the State of Minnesota. Dated this 23rd day of October, 2015 SUNDE ND SURVEYING, LLC. BY: - X__ ---��------------------ Mark S. Hanson, P.L.S. Minn. Lic. No. 15480 0 U a M Revision By Date 0 NDN N L //!/ ,STER SHEET LAND WD OFL 06 ES O OF/ 9®�R VA OD tl TE tlS O N M r 0 0 N N 0 SUNDE9001 East Bloomington Freeway 35W •Suite 118 9 Y ( ) Main ice: Bloomington, Minnesota 55420-3435 100 ?no LAND SURVEYING 952-881-2455 (Fax: 952-888-9526) M MA S TER SHEE T West Office: o WWW.Sunde.aom Mandan, North Dakota 701-663-5562 SCALE P�ojec t:2008-173-2015 Bk/Pg.687/69 Date: PRINT DATE: October 23, 2015 Township:03o Ronge:23 Section:27 10/23/20/5 8 File:20081732015001.dwq Sheet: 1 Of 10 Z r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - • - • - • - • - • - Z CB TOP=965.7 INV=961.0 x 966.1 a4 Rip / 966.4 \ TO PEA 966.5 rj TC s 30'RCP ST S 33'RCP /NV=960.8 x 965.8 CB 966.2 SMH TOP=965.9 TC TOP=962.8 INV=960. 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INV= 971.4 NW / T Q '' / INV=97 / /070.66 / / / B I Y" M I N 0 U S T P=964.0 \. INV=961.6 5 p U tiF _ /V$9°3/ 'S5"E /532.69 -------� _ p 965.5//4 T. 30, R.3 / �x.g7\ / / TC G TC TIC / - / \ 976.2 TC x97 .I TO 974.7 974.3 '""93.2 / 965.6 C TC TC 964.7 964.5 CB 964.6 4.7 2 9S76,G' 974.8 972.0 970.8 69.4 968.2 9�71 TC TC TC TC TC TIC CONCRETE 965.2 96s.4 9605 979•I 978.3 77.374.3 C TC TC TIC CONCRETE 965.0 964.7 964.6 964.6 9 6 965.1 „ TC TC TC \ TC \C 97W�5�976.376.0 x975.5 gT B 75.0 'CONCRETE gGASB 970.7 969.4 968.4 a _976.5967.4 966.6 965 965 4 980.7 Q7A 5 1 I 6.0 I-/6"W T9H 74. 4.4 �l6W 3-1 96J 2 -9638CONCRETE H l�j � �96� 964.2 �9 -9778 976.E 976.5974.9 �f �6� / 962.0980.9 976.3� x 975.7 ...-... r - .. x\ 9746 974.7 -...-.�.._ \ 96 .0, �979.6 978.6 77.6 -... TL- OHE ..-. �_... -...-... -...- ...-... -OHE-... �63'2 PPU o- 9YI01 980.2 9P7.0Ut � �1 2.1 /NV=959.2TL 9 975.0 9 4. 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(� / / /A S S 959.5 960.4 962.7 \ 967.2 \ 969.6 6 9 �(' `g / 73.7 974 6- i I / / oI 959.9 x 6' 959.3 959.7 l x 960.5 \ 963. 96 965.0 966.0 968.9 r 973.I 2 74' G r0 O sr 9 .1 74.4 TC b x PKS 964.3 T S \ �j O G \ 11 P - - - - 959.5 - - - - - ./ - - - - - - - - / - - - - - \°15"ASH - .O- - - - - - \- - - - I -/ - \ . - . - - . \ - - �� 71.4 - _f - - - _. -_ ( - -. - . - . - u - ,i�4-974.4 - - . - L 1974.0 974:9 974.5 ®971.5 N SEE SHEET B-2 N SHE _ T A2 LO 20 0 20 40 Main Office: 420-3435 o LAND 0 ' LAKES HEADOUARTERS SUNDE 9001 East Bloomington Freeway (35W)•Suite 118 952Blo�881 t24551(Fax:ata 9525888-9526) SCALE IN FEET LAND SURVEYING West Office: oFO www.sunde.com Mandan, North Dakota 701-663-5562 g DATED: October 23, 2015 3 of 10 N Z r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - . - . - . - . - . - - - - - - - . - . - . - . - . - . - . - . -r A / L L_ l V 966.7 _ TC Ff / 1 �1 _T_r- C T7 a / SAN INV=946.6 S / 1 / N /I /\ / / J \ A N N / / /\ / \ \g�: 367��N 5P� INV=947.8 W -7 / / _ 1 I / INV=947.5 N / L� / / V / / / / �/ / / L� L� / / / / V INV=947.0E SMH � �i TOP=965.9 SMH '��'�' INV=957.3 E HCR TOP=958.4 TOP=964.3 °� h INV=957.2 S 966. INV-950.0 CBX 959.6 959.7 INV=959.8 S �S� � ro 9654 58.1 FOL C TC 15.CMP Sr °'0HCR / TC FOL 59.D Tc 961.1 CBX TC TC 96 LPFOL 964.2 964.3 N x 965.8 \ �x 9&6 0 / 966.0 TC 959'4 TC TC TC TC TC TC TC TC TC TC TC h 959.6 960.5 96 L0 961.7 96 963. 964.2 ' TC TC TC TC 963.1 96 960.0 959.5 g 958.6 958.4 958.7 958.7 x 958.6 959.4 / / TC G TC CMH6 64.1 963.4 964.3 FOL \ G / SMH NE CORNER OF \ TOP=964.8 S. 20, R. 23 T. 30, _ _ ei�BpC O U N T Y R D F / / �h IN =964.8 N INV=956.5 N COUNTY CAST lO"VCP SANS \ ^� ( U SM INV-957.8 ETOP 957.9 _ INV=953.2 W FOUVD RAMSEY SMH �G INV=954.2 g INV=950.4 E �� / / / IN =952.8 E/W IRON MONUMENT \ INV=950.0 S \ INV=954.2 SE x 36'RCP ST S x x x 960.5 x 960.0 x 959.7 x 959.3 x 959.2 j x 958.9 INV=950.0 N 958•8 x 95 .6 x 958.9 x 959.I x 959.4 959.8 960.4 961.3 961.9 962.7 x 964.0 6 RCP ST S x 5.0 36'RCP ST X 965.1 / wv=954.1 NE --------N89°3I'55'E 2632.40 \ \ 964.6 ����MC ~ N' x 963.7 \ x 964.4 x 964.8 ------- N89°3/ '55"E /532.69 / / CB R°23002 \ B I T u M I N o u 3 \x 962.2 .a z / 958.8 958.7 CONCRETE 958:5 958.2 P y INV=954.9 - - G A � y / 958.2 - 1V89°3/ 'S5"E 435. � \ \ SAN TC x958.5G x958.4G --x958.2G `� 959.3 °p \ xQ364.2 TOP=964.1 964.7$ 958.9 959.2 959.7 BTL •5 958.5 958 5 9.0 TC TC 959•5 TC 960 2 TC\ BENCH MARK #1 -1 EMH INV=954.9 WV 960. 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AK ��� � 1 I l \ \ 32.7 3 ® 9® .8 90 4 AK / /' / 6 LC I' / / 9 I u I 947.4 X / a c� in 953.0 \\ \ \ I BL / /� , ®94g4K / m 95 9.SH H\ , /4 946.9 ®gCS 2 47.5 Ik$�/� 1 I/�/�/ rn 2 ® O X 947.4 I\ \ \ \ \ \\ X / 4 m 942.6 / / , / I AK T3 X / .'�j 1 x 97.3 947.1 ) X 9�7•0 / 52 \ \ \ \\ \ \ \\ \ \ \ 930.0\ I I\ \� ® 2.8 I 935.5 / / 23 / / / 949.6 m 947.3 �� ,41 . r 1 1 / \ \ x 950.6 \ \ 39"OAK / 946.9 1 �9\�3 \ \ \ \ p I I I / $$ 49.6 X 9 8 47.6 P \ \ I \ \ \ \g36.5 \ \\ \ \ \ \ 94� I 1936.5 I ®943.4 / 44.9 94 4 \ \ X 9 74 9 AIS i �j\ Q 953.5 953.3 \ x 930.4 BL 0 c� o \ \ \ \ \\ \ \ I I I \ 94®.4 I I 8" AK IS" AK° I I I AIS X g 1 1 J n �"O® 1953. 95 49.2 \� \ \ \ \ I I \ 949.7 \ - - / - - A 95� 7 BLC -ice x.i�r`• - - - - 944.8 /- I - ; - _/ �� - - - - ® _ - • - . - . - . - . � • _ . - g47.3 1 - t 94�0 T_^ - - - - - - - N SEE SHEET C-3 N SHEE T B-3 LO 20 0 20 40 Main Office: P 9001 East Bloomington Freeway (35W)•Suite 118 0 LAND 0 " LAKES HEADOUARTERS SUNDEBloomington, Minnesota 55420-3435 M SCALE IN FEET I.A1VD SURVEYING 952-881-2455 (Fax: 952-888-9526) West Office: o www.sunde.com Mandan, North Dakota 701-663-55r N DATED: October 23, 2015 8 Sheet: 7 O N Z r ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - . - . - . - .958.4 - - - e 95 5.fi - - - %52.0 � - - - - - - - - - - - - - - - - - • - • - • - - SEE SHEET B- 1 e 9" SH - - - � - - - IR 942.2 1 \ 11 S� 6" SH \ \ �x9=1 e95 .5 \ x9 8.5 x946.41 � 44.8 Cy 2- „A H \ \ \ 1-2 to 957.9 54.0 I x 9�6.2ko 958.1 6" SH \ 956.0 \ e 943. r0 ' o WL'\TLAND 7 0 h�° ' \ \ 8 Qi S e 994- I .p 2 9 4.8 \ 8"ASH I - C� \ \ \ , SH\ I 1 e945.17" e 943 ®95-6 1 ` x 9V 17 K I I I" OX � SH \ e 943.3 I 0 i 9 6 1 �j a 944.2 6 29'OAK \ e 944.9 V 2- "OAK e 94 3 w 0T C 56.Q'95 O 1 ` �- 6.2 N\ OX 6"BX 58.b y9iy</ \ \ 1 I I \ 7" @�( 91-3 co SURVE 7L° QOp�c x 9 5.5 \`fl I-3 L INE T C 6" K 1 I 1 \ to > 9 7.0 / \ x 144.0 / 56.9 I I l x 950. \ 1 \ 943.4 I \ 11 1-4 ��\\ 6.8 a B.. a 942.1 '2 e6 5.3 � \ ®949.7 \ 8 Oq I / \\ > 9 .I AK a 955. \ 3' OX e 47.2 \ \0 C. 6.3 8�� AK a 853A3K ` LM / 9143.X <' e 7" AK \ \ �Q a 955.6 \ x 949.� e 45.8 9 4 .I AK e g5 I AK 6 g 6.. A \ \ 9 SOX \\ \ \ \ ^�1' X 944 54.1 Y4.I I II \I I e 949.� e955.6 xr 31 I IKx 955. 194 yx9 56AK A p �y 6 OX : -1 / f942.- 1 4 .2 .3 1 �iFY I e 945.9 T e 95 .5 e 9 1.4 I 6" AK �' I 14" AK I 6 AK 9 .5 I 2-6"BOX x 944 953. .'8 I x 42.6 e 1 0.4 I ' I I 4 AK ,�' FT PER 53.3 s4s.s I OPEN IRON I 1 K s42 2 LAND O' LAKES EDITION / I 1 I .' x 944.A 1 \ I 1 INA GE 1 x s4549� I-6 51. a 950.I k 1-6 943.9 s eo WETL�,t�1D-ELAG� 941.7 s4 .6 (SEE NOTE) / x944.8 / 4 2 - �2.9 IS IL I 946 6 \ - \ ®943.7 e I"WILD i 45. 18" IL ® -7 a 942.6 a 942.4 \ qg R 94 98 3.1L 94 0 I5' IL 18" 1L 944.9 944. 9 se3- 4"WIL 944.5 21" OT 6' R \ e s e 942.8 942.6 x OX 15" IL e 943.8 9 •7 ® " IL \ 15" OT 8" OT e 94 . \ ®94 .6 e 9 3.6 a 942.9 944.6 36"CO \ -943 44.3 e 9 4.4 a 943.3 \ X e 44.0 9" OT \ 944.4 6' OX x 943.7 1 OT /p \� SPR\\/ 1 O S61 s" 3 e 94® ® 24'COT Q\ S ®944.3 x 943.3\ 9 ^ L1 ^ O ���� 94 SPR 0 0� 943 38 944.1 T ® 64BOX 24 .3 e 94 ® 94 ,p v o' 943. e 9 SP 15" T 3 2"COT V i 9 ®944.00 8 x 944.4 43.9 fr i6 SH 1 FFNc e 944. J� F 44.2 "PI ®9 V � "PIKE ® 44.9 • • 410 • �O` 945. 6'2 I N v s� W LLJ 410 69 ! LLJ cWU) 0 U • I O I O • \ I O P 9 I O 0 0 ML . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - 1 n `�/T SHEET C-> 2 LAND 0 ' 20 0 20 40 n 9001 East Bloomington Freeway (35W)•Suite 118 LAKES HEADOUARTERS o F." SUNDE Bloomington, MAU linne0sotae55420-3435 SCALE IN FEET ALAND SURVEYING 952-881-2455 (Fax: 952-888-9526) West Office: o www.8und6.00m Mandan, North Dakota 701-663-5562 5-4 DATED: October 23, 2015 g Sheef• $ of 10 Z ALL �)H LL I b- 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - • sso.o •gss-8 • - • - • - LA - - - -� - - - - - _ .t . - . - . - . - . - _. - • - • - • - - - 5 8 s 46.7 \ \ 60.1 960.4 / \ \ 10'BIR° 2 "B X 1 I x g g_3 961.4 Ts TIC m 958.8 / / \ 0 I I P®954. 12' ---- I l 10 6t� c o� / / 0 PKS 5 SPR / / \ \ \ ® P 12" 0 \ 96 o - 6 0 5 \ I I I \ G I / 55.3 55. x 959.5 960.0 /ern �� °' 60.4 x 958.7 / x 959.3 x 9 1.2 7" OP 1 „P m W E L A N D I 959.1 x 959.7 s"BAs N / / / 957.2 T\.t-,75 \ 96p 0 959.5 9 / } TC9. i 8 960.0960.I ~ / / \ 9" OF, ° ' I \ 960.8 TC 96e'�CB J /BTL 959.8 PKS 22"ASH i x 958.9� S HCR 960. 95s.9 4 C x 95 (� \ m TOP=958.8 �$AN ® �962.1 \ I O m 958.3 9"BA INV=955.8 \ / �9 10 I \ 8 x 960.5 x 959. 9 .9 / 95916 �u 10" PL 9 0.5 I 5.6 _ 'C \ i 959.7 / \ \ 6 9s .I s4.0 Q 959.2 x 959.5 / ® � 2 CH I IL -` I I 1 W I \ 959.5 6 PKS / 14" SH �61.0 \ \ 9 4 �- 3 \_ x 958.1 \ ` / 451• / PKS ° 56.3 42.9 1- 3 18" I I I Q Q \ \ Sr $ \ / \ 2uW/ c) / G R A S S / x 962.I ' X I OAK B.IK m9 4.I 1W I I I �� I 12' 1 2 / / x 963.6 \ \ 2 .11 I \ �CP x957.4 x�.I/ \ \ /c�Q / / G R A S S ~ 0960.2 \ 0 9 ®. m 8.2 \ Rl 98.1 I = x 956.4 / 958.3 / \ ,)�PKS / 4.15 I I I x \ 961.7 ®9 AK \ 6 S Q x 95 / 957.7 x 95=.9 \ / rn / / / / x 963.9 \ 6" 8 A \ \ x 959.6 09603 m 960. - I m 2'40XI \ / / i / x959.0 959.5 959.8 PKS 14" H ^�,q / 0) Q \ \ I - 955.2 0 0960.3 \ \ \ / "RCP x 953 / m 958.7 / �Jy / 959.9 60.I L)� PKS / / / x 964.2 \ 961.4 I960A 96 V=9 6. 94 8 / I/ / �5) 6" Llol� �ER x / / o x 961.4 ° ' / SE �� m 959.9 \ / 2 O�Y I --1- N / mss .2 rn1-- x \ 6 0 10' AK \ j I 95 / / NIT ODI�10 IS' UT x959.1mss1.2 / / m961.8 A ss2.s 943 I I ES ®96I I \ 12 SH / / \ 14"® 8" AK I �- / OAK 15" UT / 963.2 SUR l/EY 1 I / / w x ss4s m m ss2. ss 1.0 �x gso s� \ ss .7 I LINE ' I 10 •O � I / 1 / / � S� `�� / / \ 9s9.3 959.5 I �62.0 / x 963.6 / g 862.9 12" q: 1 �� OP I X/ / \ I 94 .0 / / / x 9 / / \ \ x 959.5 � I \ \ I m 4 .70X� / ` / / 56.9 / / y / / / / ��962.0 \ `°1 x 959.4 / \ x 964.6 EDGE OF�4EES 3. 961.8 °961.7 rn u x 2-18"�0 / t / SAN / / yJv� \ °N c�u°'i ^ �60.9 13 PL / I 8 ' TOP=958.5 / / / \ �� ,I x / 963.7 9 ° 961.9 x959.1 INV=9 / / / 96.3- I fff �f I / n °�6�j1M.I „ 6 K ®762AK I 44.8 x/(J50�/\/ / I / / / / / \ PL 1 I x 964.8 / 1-22/ / / /� YYY / / I / x 962.6 1 1 1 / / �/ 18"0 9622 x 942. / / / // / / / I �f962.1 / / I5' UT \ 959.3 Lon I ® 1.9 / m a' 960.4 58.9 �4 L SH I I 963.5 x 962.1 6 ELM I / 2 -- � � x 962.5 ° I / 15"51 20"ASH ®HH4.6 x 963. , I ( I I61 0 x 6l.3.A \ 1--, 962.3 AK / �\ m / ®�53 1 / / 1 � 961.1 I 964.7 / 963.9 2.7 / / 6" X 9 6.2/� 18" SH I I ` I x 96.9 \ I I \ \ x 963.7 I x 964.2 / ° / 4 I "C T I \ / "\ \ 4 x 958.9 A l / I I 66. x m 966.3 \ I t° 962.0 �\ 959.9 942(L 9 .7m 6.2 J I I \ 2" AK \ --� x 965.1 \ 963.Sx \x 96g.6 I n W I g" SH I 2 12" K ®B.. \ / 42' OT S7 I I I I I \ \ \ / x 966? \ \ I I 959.0 / �5 I 961.0 / \ x `8'7 x 966.7 / \ \ I 958.6 I x 960.3 21"OAK 6.I� I 1 I \ \ 965.1 \ rli 03 x 964.I / 2 1.AK / fill OX / 9 2.1 x 852.8 I � \ I � / `� \ \ I 1 I _ I /9 4 (� \I a / \ \ \ \ \ \ \ '� m 962.2 962.5 x \ C 8" 12 1 AK x�59.1 957 x �61.9 I }�►j'_ 941.9 1 x 959.2 G I 12' SH r \ / \ \ I \\ \ °95 x57.8\ \ I I 2 x966.6 \ x96 1 / \ / J m9 .6 / i \ DRAINAGE EASEMENT PER I 1 °® 4s.7 \ o"ASH\� \ j� x 967.9 \ ss o \ z \ V \ \ \ / / 6 q° 959.6 x958.9 942.4 ° 7. I x 961.1 6" AK W E T L A D \ LAND O LAKES ADDITION 2 "COT \ 2 9 .8 x I s' H n N x / Ln 958.4 O \ (� \ \ x 96� 962.1 959.7 2"OAK / / \ 1 1 n 0 958.6 �� x 963.6 / / 59. 12 AK 21"OA I \ I x 966.6 \ I-8 \ \ 942.1 45.9 \ \ x��3� \\ \ \ \ \ / \ \ 1 1 U1 \ m 9 .9 x 962. 5" q m 5"*AK / 942.7 942.4 N 9 \ I 21 \ \ \ \ �\ \ \ \ / \ \ 1 958.2 �� 12„ / / m 959.5 / \ \ \ \ \ \ \ \ \ 96�1.4 \ / \ 1 1 1 ` can 12" / x 956.9 4 \ I` ®959.8 1.7 \ \ \ \ \ \ \ \ \� \\ \ I \ \ / \ \ I 1 1 958.2 / \ / 7" SH m 958.9 ( I 942.7 -x 9\ \ \ �947.09X\ \ 56.\ \ \ \ \ \ \ J66.3 P �` \x 962.1 6 AK �}} Q� _921 WILe�g4"AS 94 .\ \ TLAND S\ ® °251A \ I \ \ \ / 68.0 \ x I 1 1 \ I \ y)✓" \ \012%1 x 963.1 / 5'OASFT 941.9 \ 7 \ \ x 968.5 ✓ SH \ \ / 7 \ n 8" 943. � E��lOT\�_ _ \ \ x 968.3 \ / I 20 S 958.4 I / \ 9 7.2 \ 8 H \ 20 \ \\ \ \ \ \ \ \ \ \ \ I \ x 957.9 \ x 960.3 \ 1 \ \ / ° ..8.9 AK m/ 9 I x 1.9 942.I 944.6 x x 958. x 64.7 63.2 m m \ x 96 .8 / / 6' OX o944.8 WIL m 945.6 \ FO�,� \ \ 1\\ \ \ \ \ \ \ \ \ \ ` 1 957.8 T58.8 959.1 9 I I AK 9 - 3- 0"BIR 45.0 ° O< \ \ \ \ \ \ 969.0 X 966.6 \ / 960.6 12 OA x 942.2 T I \ \ / \ \ 58.1 958.0 \ \ x 962.4 12' K I I I955.5 \ \ \ x 962.9 / / m 94 .8 09 q� \ \ W\ \ \ \ \ \ \ / \ \964.1 \ 957.5 (G x 957 8 \ x 95 . 59.0 D"A \ \ \ \ \ \ �s8.s 1 \ \ \ \ \ \ \ \ RIPRAP \ \ \ / K x 1 \ m 94 \ 7 OP 941.9 �, \ x BTL \ \ 9 3 x 946.3 9 x 967.7 956.9 956. \ \ 7"OX \ 1-10 \ � 4--1 � � \\ 95 .0\ \\ \ \ \\ \ \ 1 \ \ 6• \ / 958.3 \ \ I_ 4 . W E L A N D s�42.7 I N \ \ x 969.8 I I x 96�9 x 957.5 s7.1 \ cb x 961.4 x 94� -�$ \ � x 4.8 \ 957.4 / / x 9 9 \ 5-9 4. 2 g" X \ 1 �� `\ \ i' \ k 95 1 \ \ \ \ \ \ \ O 957.5 957.8 \ \� \ \ \ \ \ x 957.4 \ \ / / 958.9 9" LM \ m 948BTL .3 4 ` \ I / \ \ \ x 956.1 \ ° \� x 948.6 m 949. 94 .0 m 94 .8 I x 94.8 / Q \ \ \ \ \ \ \ \ \ \ \ \ \ f \ � 6" X 9" OX 9 1.5 9.0 ° 36'44.T® m45. W \ \ \ \ \ \ J / / 966.1 \ \ \957 PKS4 957.2 I \ \ / 9"OAK \ 10' L x 956.7 9 3 2-8"OAK m 9 .3 \ I \ 27' AN �m 947SH SH 7 0 1 941.7 6"A \ \ \ 1 5 \ \ 963.I \ \ \ \ \ \ \ \ \x 58.9 \ 958. 11 I 1 1 x 9 8.4 ` \ x 968.8/ / \ \ \957.7 I x I 57.I \ �� 8 m 945. O I 43.� I I x 54.�5 \I1 II I \ 1x 969\ \ I I V I \ 960.1 6 .894 9" O AK X ®94 OX\ x 2 9�2 10' OX (7 I \ �956.0 x .°946.2 m6 7 x 96 \ x 967.5 �8\ \ x 9k.7C i \ SH x 0.9 58.s I _ I- I I FDUND l� � ° � 6 SH / m0 (� 94 0 943.1 " X I 1 1 I m 9 5.8 \ \ / / \ \ \ O \ \ \ \ /x 961 0 x 959.7 1 28 AK K / �m 59.0 957.5 / O I / I I I I I I I 7" M O \ e 959. 6" AK G) I 19 8" SH 24" •6 1 ( 1 I I \\ \ '� x 957.2 \��F 957.\ \ GRASS �_ / O, K I \ m 1 \_ 1 �/ \ \ 57.0 \ 7/\56.0 1 - I 945.1 OPEN lROI�g45. 1o"WIL I m � / / x 966.8\ \ x \ \ m 959. O m -n X - 211B0 4 05 I I I 2- 3 4.6 1 I I I I I I \ \ \ \\ /966.9 \ \ \ \ \ \ \x 955.8 956.6 \ 12" SH / \ I U m 94 ®9�3 942.9 v ~ 1 I \ \ 956.6 \ ®958.8 I x 9s6.s 8" AKC958\ AK 1 m 3. 6 I-12 I N I 9 4.Sm 10" h 1 I I I I I I \ \ \ \ \ \ x95 \ \ 860.0 / / x)58.1 c 3 944.3 6" 3 OT� 957./ \ w I \\Ty pRcoq/N �K 9143.7 941. J Q I 1 1 x 2. x 5 7 I lx 963.3 ®266AK \ 957.0 x 9 .5 x -'� 956 m 959.3 960.3 °958.7 I LLI \ F C/ O 1 / I I I I \ \ \ \ x \\ \ \\ \ \ \ \ \ \ \, ° W W a` OpF T S, FFN 9 30"WIL x x 955.2 �I I S" S / 18 AK °958.3 RTY C Y CF 43 942.4 943.4 967.5 x 95 2" SH I-18 94r3.8 I x 964.3 �� 967.7 ` \\\ \ \ \ t9 p S(S �/ + j �1/' m 943.2 ®24 I 947.0 I I I I \ \ \ \ \ 95g.® �9 1 \ x 957.2 \ x \a \ \ \ \ 9959.7� /x 958.9 �- ' 1 \� 941.7 _ "B I I I I \ \ \ \ \ \ \ \x 9 \7 \ \ \� �/ \ \ �q� \ / 957.9 J9� \ \ m 958.7 � / I ° 64.9 \ \ \ x 955.4 5.9\ 12" SH / I Ix 4.4 I I W I I \ 2 K / \ \ \ \ 956.9\9 C / / x 956.9 / LLI �� O� LLJ °943.6 m \ \ \ 55.2x \ U) I •LLJ ��� �� ��% + ° 3.s s" ox s2 w1 I I I I I \ \ \ \ \ \ \ \ \ sss 9,Q \ I U) 13 1 \ / / / \\ I I I \ \ 1 \ \ \ \ 67.9 x 968.7 968 \ \ 9 2 \ �'V \ 0957.8 �s 943.3 9 .2 I 4 .5 ' 9 0 \ R\ \ \ \ \ \ x \ ^� / / \ \ \ \ \ 956.7� \ 957.0 955.0 9`5 \ 12 SH x 957.4 956.4 10„O x 95 I ` \ \ \ \ �v \ \ x 9 1.4 O 955.1 \ \ x 957.3 / / cPC 3.0 f 8'POP x 4 \ \ \ \ \ \ / \ \ \ \9 .2 \ �36 -22.5----- _- 37 9 2.3 �I-� v -- 2 ---- I I �48.5 \ 1 \ \ \ \ ��AgH� \ \ � C,rr 29®�5 K 12 bA I D. 3 I x 943.1 1 \ \ \ 960.I\ � / \ x .I x \ 954.6 i \ 5.8 9 5.4 m 9 5.2 �? / MANHOLE ON x 943. I 1 9 \ \ \ \ \ \ 2 2s \ ss7.1 _- _J \\ \ \ s5ss 956.6 s5s.s g ` ® / ° x x 943.8 \ \ \ \ "` x \65 DG® 955.7 956.1 / 5-3 TR 95 " AK sa C ? /3 9 CONCRETE �41.8 � \\ \ \ \ \\ \ \ \ \ \ \ \ m x 955.2 • m 943.6 � ®966.6 987,0 x 956.6 x 956.7 ^�. , "PIN O // SKIMMER I-17 \ \ \ \ \ \ \ \ \ �c964.1 \ "SPCG / \ 956.8 56\ 14 SH �✓' 954.8 � 942.4 \ x� 941.2 9 3 �_ m 966.9 m + 94 . `s6'�0?2 x 9 .4 I I ( DC3k 0 MOW G S \ \ \ \ \ \ \ "SPCG / \\ 95 \ \ / \ \ \ / l ° > LP x 9 / /2"CMP 8 OA \ \ \ x 953.4\ \ � \ \ 966.0 / / \ 8"BUT\ / 955.8 � /N = \� x 43.7 \ \ x 4.8\ \ \ \ \ " 0956. 942.E \ 941.2 / \ \ \ \ \ x 941.6 \ SAN� \ \ \ \44 0 _� x 963.7 / \ / m 95°4.5 ° 4 I- 6 ' 6"SPR \ � \ � 955.5 10"TR I-I3 m�48 z \ \ \ \ \ \ SP / \ TICS 956.2 4.I 54.8 954.9 � x 960. x 956.2 k \ WV 9 3.2 \ \ \ \ \ \ x 956.3 \ x� / \ \ 9 B ) U M 954. \ 940.6 41.x 43.0 i OP 932.8 1944.3 4 .7 \ \ \ \ \ \ 25� \ \ \ \ \ \ / / \ � 954 7 �k \ W E T L A N D �MHiJ40.2x 94 . WV1 943.1 44 3 \ \ \ \ �\ \\ \ 960.7 _ \ _ ' - \ \ �955.9 x 955.6 N 0 U S 955.2 x 942.7 TOP=94 SETx 960.9 \ 955.8 \ \ x 960.2 \ \ \ \ \ x 955.2 955.2 \� NV-9 Z.� � I RLS \ \ 15" \ \ \ 951.1\ \\ \ \ \ \ 960.0 42. m 41.9- 9 -�- 6 ° 41.8 943.6 \15480 \ \ \ \ \2-2 "WIL 0 1` 1 2 I \ 943.8, 943.6 44. \ \ \ 1 \\ \ \ \ \ \ 10" IL 942.1 1 L . \ 9 \ 954.9 m 959.7 m 959.8 � \ 2- / \ \ �` �956.2\ SPC= m95SP6� SPCG G R A S S \ \ h 94 . ` 2.9 �/ �43.9 \ \ \ \ x 952 95 \ \ 955.2 x x 955.1 r \ \ \ \ x 955.3 cn m 942 / / 944.6 944.6 \ \ \ \ 958 / x 960.7 \ m 956.\ x 954.8 9s4.8 Q \ / X = Cy ``33"COT \ \ \ 8 y \ \ \ 957�4\ I 2" SH V 9 5.8 21 OT -944 Ty GCS /9/N Gllyk 944.I \ \ \ \ \ \ \ V'�/ \ \ \ 954.6 N 945.4 y F PROP RT SW C Y NCF \ \ \ \ \ \� \ \ 957.6 \ �� \ \ x x 954.3 T F _ 945.0 F Y�lNf OF \ J \ \ \ \ \\ \\ \ \\ _- �957.6 x 95� \ 954.4/ 9b4? 4.9 _ \ �$E954.095k5 5 FT CHAIN LINKFENCE C p \ `5 FT CN \ \ \ \ \ \\ 6 \ 1 \ \\ \ \ x9�o.s xss s \ \ \ \ /IIV s 25 5 6" L x9629 9 95 .5 i V x lNxV=950.8 �� �5�1.�- 54.2 x951.1 x951.6 "COT \ 956.9 / \ x 951.6 (n ^\ -k42.8 X 3. \ \\ \ \ \ \\ \ \ 58.0 \ \ \ \ l / / x 950.6 \ \ \ x gj� \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ Cx g51.8 95L4\\ \ \ \ \ \ \ \ 958.1 ) / ® 3S� / x 949.3 x 949.3 NO STRUCTURE FOUND 944.3F qSS. x \ \ \ \\\ \\ \ �5LQ_ / / / / / / / �$� -1 x 94 8 \ \ FOUND 112 \ \ \ \ \\ \ \ \ \ I sTs(„J OPEN IRON \ ` \ \ \\ \\ \ � / \ 948.6 x 950.2 \ \ \\ \ 952 / / x lQ� \943.9 95 .7/ \ x 9 \\ \ x s5t�3 \CNI N L m 181.o K 943.4 \ \ \ \\ \ \ x 950.5 - \ \ 44. \ --&FT-I! IR N LINK-FENCF-- / \ m 948. m g4 g EALL3- h F LY OF \ V• � �s38 � 42°Cd'T \ XH�P6\E♦N�L\ X�7.\ /'� ,--/� 10 �4 9v 7 \ \ S8126 �-22 28"CbT °948.2 X-X- ®948.2 /O \ 944.0 \ 915 \ X �� I � �----943.8, � 944.4 45.3 / / -X- FDUND 112" OPEN IRON k 944-1 - �x s� 5 FT CHAIN ��NK FENCE 944.5 I U a \ N • 0 a 0 0 N M O N SHEET C-2 Main Office: n 20 20 LAND 0 " LAKES HEADOUARTERS C 20 40 9001 East Bloomington Freeway (35W)•Suite 118 X) 15F`11 S UNDE Bloomington, Minnesota 55420-3435 N 952-881-2455 (Fax: 952-888-9526) M SCALE IN FEET West Office: LAND SURVEYING 00 0 www.sunde.com Mandan, North Dakota 701-663-5562 0 N DATED: October 23, 2015 g - sheet. 9 Of 10 N Z ALL �)HLL I b- 5 �"B � - - - - - \ - - - - - - - - - - - - - - - 1 94 . - . . . - . - . - . - . ,- - - . - . - . - . - . - . - l942. 23"0 \® 1AK2-10950 \ \ \ 10X 942X� x 4° ® _ 946. 7.2946 x 42 7 I 8"OAK / / BTL \ R 954.4 ° m X b \ \ \\ \ I \ \\ I 936.2 I I 944.2 / 947.8 / / I 941�.9 \ \ \ \ \ 1 I I 55536 I / / .6 51.I I TCS TCS h 9"POP I "POP \ ' 33 \ l� 1 1 m * / \ x J ^� I I / „ I 1"p m 945.3 / I \ 5 / m \ \ \ \ x m 951.8 947.9 / J �� 94 res 6 x 33.7 "OAK � 21" AK m948.9 � 932.9 m m Z 6 \ \ \ x 9 .4 \ \ 936.5 1 9 3.2 43.I 945.2 951 6 \ 12" LCH ®S47.6 / I 47.5 rn / 2-I I"POP 12"P P 9 9.0 �Oo� \ EDGE DfA TER m 943.2 h x 947.9 ^ 94 2 x aU 5 I \ a \ \ \ \ \ \ \ I \ \ \ \ 0j I \ I I 12 8 10 AK 45.2 0 / / l x 948X CS / I 52.3 9 PPP w~ l 947.2 x �rn I 9 S �- \ \ \\ \ 943.4 I /I ®946 6 / ` 949.3 \ 951.3 ® 4 ✓" 5.2 B. I x947.8 \\ `fly 5. \ \ \ \ 3 6\ x / I 936.5 I I6" K \ 24 948.2 \`� / 47� 1- \ \ \ 931.9 \ \ � m / 947.9 x 3 m W 948.3 ( \ 9 6 \ \ \ \ / 94.0 5'7 I WO D CHIP TRAIL 7 \ t I O 947.3 947.01 947.1 0" 954.OI I "p" \�� / / 947.8 Q� 947.7 I 46.9 946.2\1 °944.LI _ S947.7 m 952.355.0 9" OP 10OP 36'WI \ 939 s BRI G 941.1 I5" LCH \ \ \ \ \ 3 ° I.7 / / 41.I \ / SMH I I I 9 7.0 G CONIC \ 93 0 2" P ( x 6" LCH I l8'RCP ST S TOP= 47.0 947.1 " OP 36.5 9 5 x g g46,1 947.0 I `� � �' � \ / / INV=�38.6 � I I 941.i / / \ m�4,22K� 94 6 \ 947.8 947.8 x 947.8 / 9 8.6 �7" SH I INV=9939.0 946.9 I o l \ j $i2Z I SMH I 1 \ \ x 946.7 9" ®943.394j- \ \ \ / LA U� TOP=947.0 9\\ 33. x \ AK 9 A \ x 947.8 948 / / / I I Z I I �rn INV=939.8 16' SH \ \ 6• o ® 0' OT 950.8 9 m I �U i \ \ \ \ 9 \ x 4.7 6 93 / \ \ \ 46.9 \ ® / / 947.5 947.7E / 6 m 54 4 I I 47.9 O w~ 9 0.0 IO" 947.2 \ \ \ \\ \\ \ \\ \ \` 5'- 36. �eg4- / \\ \ \\ �8.5 1� V` ® ,0. 1 CS 951.4 \ \ 935.3 II -� � 3-20" AK �`` 9Y2.1 I I .®956. m 954.E9� \ \\ \ � 3$� / \ 5.7 6 OT PLOP \ � \ g"BLC (39 . 947.4 \ ,934.\ 9319 6.4 /x 933.7 _- g OAK 9491E \S A� 947.210"EL SFl\ 10 OA \ 3 `� S1 VL��' \ \ \ \ \ \ x 934.5 x �s3�7 \ \\� A \\ -�4g� 6"OAK 947.4 C� �� ®95 947.6 \ N � \ \ \ 34.O \ \ \ / / \ \ 9✓�{T_ \ \ \o \ m 948.3 I I5' OP \ p�y� \ \ 1x c9\ 8" -I I \ m I 947.4 \ \ x g x 933.2 tv 933. SAN m k94� \ 1 \ \ \ 93 6 �\ � 9d4t- -\ 4 \�i \ 94 / / / m 952.3/ 954. I WI uj T =947.2 12"POP �� W � _ I " CH \ \ \ \ \ \�\ x 933� / 9 _ 9 A F\ 8 12" AK m 19 0 K I O _ x 934. \ x 947.3 947,�� / \ I 'POP / J I IN 936.E E 1 \ \ \ 7'C \ �m 951.7 \ 94 . \ \ \ -� \ / x 932.2 953.7 0 o IN 9 N S �.5 954.0 12' OP\ 948.3 g 8" 0 I � H E •� m 3.8 / LA 0' / x 952.4 „ / I "0 K ®8 P \ \ \ x 934.7 x 934.9 x 93\ ® 2- "OAK �� / / °953.8 I w °' OP 7 LCH 8.7 \ \\\ I ��A �R \ 948.1 6" AK � �K \ ` \ \ \ \ 5' \S ORM E� DE ON BASIN EASEMENT ` x s32.I / �j \ \ K \ a�4s\o\ \ / / / I ILL, I 00 I I h - 943.7 946.4 i g" SH Q I ,,, \ 9 7.6 x 932.1 946.9 / I o0 948 m m 953. 0 eo \ m 948.4 m s48.4 s" o \ Po \ \ \ �BOC. 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'OP 95 .0 \\ x 94 \ \\\ \ \\ 6 \ x 93 x 932.3 I x x 932X3 II I I 942.6 /' x 946. / x 946.2 / 1 6"BLCH I m I ®95 .6 0 \ \\ \ \ \ 932�� / m \ 945.7 I 9/3`AK I / �5- 89 9.-7"A 1 O / / 946.0 m 3.I I959,t1 P 949.0 \\ � x 932.2 3 .5 . 6 I18f0AK . \ \\\ x�cj33.I `�i /6�" OT "OAK\ /" 951.0 9 � 1 I 952.1 I 48.1 � \ I \ % / m 9 8.4 \ A \ \ \ \ \ x x 932.7 I AK m 950.5 m 951.3 ®9 .5 \ \ 934. x 932.5 \ / 945.9 / x 1.9 55.3 / 14" AK � 6" OP 8" \ \ \ \ \ / / / 44 / / / m 9 9.6 ( � m 953.5 I i I / / \ \ \ I6" K\ \ \ \ 945.0 S 6' LCH 6" LCH 8„ .0 I I ®950.8 \ \ \ / EL� / x 945.7 94• / / 21 AK \ \ 2 �C � c / m 18" A 48.2 \.2 \ 933.7 C /N 9 ��^�/1?3 .5 \ v'�9 m 9 3.1 I I� 5.2 18' AK /8" CP lo X� v ( \ „ i,� 5- I 934 \ �S D l 2 X ' I J r _ ( D IRON \ / 2 5'�K / m 650.AK \ 9.I \\ \ \ �93B.4\ � _/ � \ \ - / 944.3E / \ F / \ m 948. x x 954. I / 951.9 1 9 m 951.7 952.0 "OA ' 16" AK \ x 34.8 9 2.2 \ x 949.5 \ r 0•5 h x 9 8 m 952.6 �r -18"p 6" LCH �- - / 952.6 I 950.5 m 950.7 ° x 951.6 2 50.50` a \ \ � \9 CH O / // r9447AK 18 OA b 9 6 B�1 / 944. 945.4 . 192 YY 947.9SS ,� / �I8' OG 9 3.2 95 .I °"' � ' �336 8 � S T \ I.0 - m 9 0.0 18 �K. 94 .4 \ 9 3 :�� IN 93.4 943. \ x 9 .7 \ \ /` 20"OAK / \ / 3-I4" AK s�9' ° 47\\ \ \ � \ \ / / / x / \�'' x 945. x 4.7 `�� \ 5.2\\ \ �� 10480 II" K gp 18"OA m 954.8 \ �46. x 955.6 2-17'OOG / / \ I ®5 9 q� \\ / ®95 2 \\ \ `\ ,1 / \� A� / _ T� /\9 8" T I / I 2- OAK \ 947 / 6/ �,� �o ®g 7 ®K 13" AK 18"0 / \ \ \ / \ / �A �s E_ \ CAR \ ®9a�5 12 LCH \ �u \ J x 952.2 � 944.7 �� x 941.3 �,�3\ I / 952.5` 951.9 >�51.0 \ � � � k / x -o l / ® / 951.8 \ \ \� \ 5 9 4�f/ / \ \ \ 6"BL m 94 /i/j 944 9 943.1 s r 945.3 m 942.4 �- ° 69. .3 951.7 m950.5 \� � � / x 945.4 �� 6" LCH9585y'0 18"0 m 951.6 18" AK \ 15 K t� 23 �2\ 2- OAKm9 3,g OT\ I r 951.8J/ dj \ x 94 945.4 \ 6"B�EH \ \ ^ \\ J\ ®8" L BLC 952.0 m 952.0 3- 6"/ AK m 948.6 \ / \ / / �� 52.0 8 LC 95®5 1 BENCH 95 .7 � 4-r 4"OAK I6" K ,� 8 1 951.6 951.7 I \ 946. $ SH / X \ \ / f .2 \ 955. m m 47.6 `` : �S 941./ 0 9 � m 943. x 9 .2 \ 6"BLC 951.4 e951.5 2 'OAK 2 15'b 951.8 1 > m 947 94 2 / x ° \ ®943.6 \ / / BENCH m 951.5 I / \ 6" LC 6" OT / LQ 951.3 24"OAK 951.6 1 AK OT \ 945.3 x x 945. WW \ I 51.3 ` \ \ / TOP=943.5 "C \ �x 941.9 l/ I \ 9475-9. / 9A3.4 INV=938. �941.6 \ FUUND \ l \ m 951.4 WOOD CHIP TRAIL \ °946 9 x / Q � l 951.3 x 19" AK \ 945.5 / %8"R �o \ o „ \ m 953.9 \ 951.2 51.2 951.0 -_ 951.6 1 \ I6" AK 946.6 \ \ / x 945.8 O s m 9400X\ 9 0.3® L S 8 \ N89 27 55 E 6�� OX 9 .9 20�• "COT BH ap � 6 OX ��� 940.6 � ®942.1 UN 48.2 � 1 \ FOUND \ m 954.9 \ r_ \ ®949.4 941. I I" OT 6 \ \ 948. 6" LCH \ \ 0 50.8 / ® 0I 951.5 17' AK TOP=939. \ I I SH \ ®6" AK 9 3. m \ / \ 950.6 ° /x945.5 m942.✓ INV=93 . o(k OQ I 952.4 1 �\ 950.7 21" AK \ 6"BLC x 950.8 \\ / / x 2-I \ 948.4 \ x 946.3 1 / 6 0 \ 'p 9 . 950.I \ 948.9 °21"0 K 947.3 x O MH °9 I \ \ 9 951.2 950. � 950.9 44.6 / � I \ \ I \ \ I / �o�j TOP=943.5 6" SH \ \ - \ \ 1 OX \ \ I Z / �x 951.0 � 94 INV= 35.5 x 946.4 / C� I OX INV= 36.2 S x 940.6 \ m 94 .3 \ 1'o-- x 950.6 949. -� \ x 946.5 /� // INV= W \ \ 22 COT 1 J \ x 951.6 m 951.3 g' �( \ 946.1/ INV- 38.7 N v 48.1 I 7" OH 8" LCH r.:�.6\ 94°9.8 47.9 x 6.7 x 939;4 l m 6" L \ 27"OAK 2-18" AK x 948.6 ® / 6" LC i \ O \ 952.0 951.9 \ ` x 947.3 ` /946.2 x / �643� m 43.I \ 1 r 6"BLC 7 ° x 949.5 x 947.1 R \ I U) \ 954.0 \ 9 2.7 \ / 946.9 � � / / / /m g4 \ m 940.5941.6x 9 .6 1 0 s 940. 941.6 \ " AK m m \ \ - �/ / x 945 4 m 44.5 m 94 4 7" OT \ 6 H x J \ BLCH/ 6"BOX \ 9®7.8 �+¢ / m 944.5 T\ g" x 939.6 m 2403"BOX °94' .3T O V I\ \ m 951.4 m 950.2 ' I 3-18" AK / / 6" OT 9 m C� Z x 955.7 _ 1 �'' \ / I � / 1 ^ 2- 8" 949.2 18" AK 5 x 947�1 / / 7�� m 942.I3 15'�� 8" T c� \ /`\1 / J 946.7 \`i °9 4.9 6" dT 6 OT 944 6 0 x 940.4 9 I m 953. m 952.6 ° x 956.0 13"E x 950.5 947.5 x S - 94S 3® \ m 6' LCH 6" LCH/ m 9 1.2 9 4.5m 6" OT / 94 .9 1 I ( Jl °955.8 � L� 2�4"OAK e949.1 948.7 THE 5� �O / � I T m g m 945.5 6" CH � '15 �' I x 941.5 2-7"OA 948.6 PK948.3 � 24"OAK �9 4.0 \ \ 7" LM x 949.1 \ ° GE OF LCH n \ 947.7 J 946.5 x / x g4sYj m \_� I / \ 1 1 m 954.4 3- "OAK 949. 21"OA EO � `� , 945. �' �-. < - • \ 6 OX \ ' I "oA �� / %s 2 m 6 SH `�� I ®8 9.7 o / m 943.2 1 m / 6" H Py� I / (AtI-168AK "OAK 1 o \ m 950.7 m 950.0 948.0 / / _ I ao W ®9 3• \ AK \ / (j� rp\�1 m 942.8 x 941.7 p O O n p / / 94 .I 948.7 rn m F_ 954.8 24 K m 51.8 x 949.2 949.8 / / x 947.7 / P �\ ' \ \ m 941.5 O Cn Z Z� �48.8 UGC �- x 948.5 /j \� 6" LCH 1 RP 17' OT O_Z�� ®956.I m / �9 947. Q m \ W 21 A LC ®954.1 \ 18 AK \ x 949.7 L -/ /,� � � _ �I" AK ���,��_� x 955.8 6 L Q \ I A - `"� r �� 947.o x / x 945.5� �ORC+`O0� \ `� -�9 m�40.9 c� Z-3 M �48.2 / ®955.3 �48.6 948.4 / 1 / r °91„ •8 8 60T .9 41.7 N p tT� / / I / N x 955.7 5Q(`� �i.J 2_ "COT �� `-� 948.5 Do U) 6" LCH m 953.7 / 956Z 6" ACK\ \ 950.3 I` 1 x 945. m 941.2 1 \ \ �p �� EMH �F 9 \rn� 19" OX'. m 94 I I x W / 5 I 2-15" A x 948.4 I LP m 942 \ �G �Z 25" OT 948.0 n W m \ o / ---/5--- ---/5--- °9O45.SH \ m 942.3 8 L H I m 942.5 / c> f6-5 \ \ \ 949. 949. `, 44.9 II LCH m \ � 30"OAK x 955.5 956.2 \ ® 949.7 948. 947.3 x 946.2 I S m 4.9 6 LCH ^, ' ' 6"BLC x 955.5 \ I "OAK 120 K / y(y OX / / Bhyy \ I 1 \ \ `v 947.7 \ \ 950. / Q v 64 \ \ ®942. l I j h \ ®95 \ 12' / kRG / 7" X °9 1.9 13 An 943. 5 9 15' \ \ 950. 949.8 x 949.4 / / / _ m 945.5 / / \ \ m 94 LCH I I \ 2 "OAK 4"BO \ I h 955.8 ° 946.5 / r7 / �� n 6r� x 941.5 \ I ary ® 95m6.5 955.4 5" M \ \ / 4x ®21 A 6" L H m 8" X / I �' m 941.2 m 949.6 0T \2-12" AK 6"BOX 956.8 x 956.6 \ \ 1 N I \ / / / \ \ V ® 2-18" K 94 .9 / m 9 5.3 1/ 16" OX / a 956.8 6"BLC m 953.7 \ 951.7 50.8 / / 00 9" SH V \ \ I I ® 14" AK v \� 946.0 m 44.9 / \ I J 9 5.1 x 956.2 12"pq 1 m 95 x \ • / / / x 948.7 946.2 6 H O I LCH I ®j" CH I / V7 x 946.7 V \ I �I' 944.5 BH J ° I0 AK /x 94� r!5"pq 956.9 ( 8"B 943.9 g�4x950.6 TSMHOP=9 4.1 \ 23"oAK / 944.5 d .� MS/E°15"OAK 6.9 ®944 / TO = IN = 36. EDGE OF TREES 95 x /P INV= 4.7 945.E 1 P�480X 64 LCH \ m 953.8 952.8 950.2 / m , 955.014 956.E \ \_� ' �\ x 951.7 \ 94/ / ' / I I / \ x 941.2ROAD 2"BOX 2-14"OAK ° 957. / 95 X6 945.0 m 945. I 1 � 940.8 ® 40.7 ®641 LCH 2-7"B CH ® / / 943. x 6" LCH 1 > 94 4 0"BOX N \"// m 46.1 ® I 7"A H 0 - cfl I "ASH C ° 949 QQ 1 I I I I ®941.I m 941.8 90 COT 20'0 K �j / / / /12" SH ` 6" LCH 94 648.0 12 OT �_ jJ 955.4 956.1 9b6.6 / 954.7 951.3 U 6.1 I 1 / 949.9 z / / / m 945.7 1 944.2 6" CH \ 7" OX 14" / 949.1 I / / \ `L / 949.1 6"BLCH / 956.0 953.6 / / 944.4 1 6" LCH m 9 5.5 O I ` x 94 .5 I I m 941.9 SMH 7 O \ / \ 6 LCH p(' 955.8 956.1 O / / I y} x 955. m 95 .6 / / ®946.5 /945.8 ) m 945.5 W ®941.I \\ I / 953.3 OT 6" LM I I" OX / 2- 8" X x 944.1 m 94 .7 I I N 20"OA \ 94X.7 x 956.0 / 943.8 lLV I6 AK / \ x 43.1 \ \ 1 11 r� / m / ( / I 4 I / / \ X I I I x 939.3 I / rn� m� l x 52.8 \ 9 7.5m 9 6. I x 956.0 945.0 /N 9 9 6.3 / x 955.5 �� / a 9A 7 6"B CH 955.0 9�6 EDGE G� TREES m 946. I o� \ I 0 1 "OAK 1 �94 .5 �/ T / x 940.7 m 94 ,7 94 .0 / � 955.8 54.7 / / / 4 . I I ®9 0.6 942 I U / / I / \ 12" LCH mg40.1 18" OT / /944.0 9" 0 ®9 •6 3- d�'oAK 2-14' AK 955.4 95 A( I / m 944.8 943T \ 946.0 4 •4 / I I I x 941.3 \ 10" 955.3 / m 953 4 / / 18' OX SET ®944.4 / °943.9BOX 1 6" OX 6" LCH �f 3.2 T I U n rnf-o aU �Up II 55.I / 2- "BLCH I \ 9 I < o n c� rn F- 2 OAK m 49.1 RLS xg 3 / on rn� 955.7 / \ ---/5--- -- - Im 948.1 I I m 940.3 COT I �Oi ® SAN S . � 6" LCH 155i80 / 9 0 5 I . m 955.5 �15K °9�1� x 955.6 / x 953.8 / / / 944. "BLCH I I LC \ 9" AK ® I 949.4 \ x 954.4 2- 4"OAK 20"OAK 12 OX �~ 6" O x 946. 945.I ®939.4 \ I I o SAN \ / 1 12" AK ® 4 .8 rn� °943.5� 14" K I m 4 .2 p�� p�J OX m 93.8 x m m 9 3. /� /' / / 945.0 m 944.3 ° 44.0 6 LCH 6l LCH I 9495"OA 16 m 941.5 \ CO / lo' AK I 7" OX x 93 o a \ / m 950.7 / 5 F�CHAIN LI K FENC / ®945 2I I x 943.\ 1 950.2 \ \ 18' AK FAL S 1.9 FT 'LY OF °9 1 ®943.4 / \ / \ 39. I I 950.7 rn IJ / / ®952.7 / / THE ROPERTY INE 13" SH 8" LCH x \ 2- OX I \ 1 �943.0 \ x 1 942. 11 \ I I u�U m 954.5 �x 953.9 7" LC 9rZ 47.0 h \ 1 7" LCH I �� \ 9" LCH / / / H / l I 22 �M 112 \n / 947.1 ( '�` x 953.1 \ 944.9 \ \ 6 -1✓� 942.9 / ° .5 PEN IRON\ " LCH I U / �p \ \ Q \ \ x 94 .4 \ \ m 942.I C9!B 6 \ 2 5'COt\ «<bbb LCH \ 940. I I I h ®943.6 6" OX\ 9"C T ti Lou xg57,3 / g PEN �p 6" pX .�5 \ h K 952.3 \ / x 950.5 I "B CH ° N / \ \ ;�� 16` 0 ° \ \ X�1��• k 944.7 \ � \ m 939.6 ' 1 �� 0 I & / \ \ 946 0 \ \ 6" OT m 94 m 943.8 6 LCH S� X k 94 .0 �� 2 "BLCH v952.4 25 OAK \ ss3�_ _ z / X�X X AIN LINK FENCE s AK \ 2 m 942.9 \ x s 7 \ \ \ 9I_ 1948. / x 953.4 / 6" LCH 942 2 4°` {2� I \ / 4�7�X� 5 FT CH k FOUND \ z c w x 942.9 x \ \ \ \ �[' �844OX \ \ \ \ x s�i k SOLID IRON \ \ \ . 42.1 _ - OTI -" -Suit; -X- 942.7 952.0 6 POP �C 948.1 \ 1 'OAK 2 �XJX 942.9 k _�y \ \ \ \ \ \ \ m 46.0 \ m 943. 9. 9 10 9 ' p y'�I 17 T LMI m�46 6 I C2JO"OAKI I' 0 x 939.3 1 \0 .7 x�g48.0 \ p p I i 94"OAK \ -CH I \ \ O xPPU4 N SINK F\x k I 9�4.0 H \ 947.0 \ \ x I V 9 8.5 951 x------ ----x 951.5 �p�x ( I \ \ °948.9 ) \ \ \ \ �m 938.9 940.3 I I I GW GYP N o k\x 1 21" LCH a 949.0/ x 94 .5 \ \ /. C / s194 .8 I I I a)~ 1 / 2- 4"OAK 94 15' OT O 9 1.4 940.8 2 7 CO 951.5 951.3 7"B H ® \ / m 940OX 121 . I "CO I h v I m g40.8 x 939.1 0.8®., O 1 I ro (0 u3U \ X - \ \x 941.5 \ 15 COT O \ rn� i 948.b�k I I ` � �~ \ k \ \ \ \ RLS 10 oT o a/ \k\k I \ \ s 2.2 1 42.p2\ 5480 \ 7 OT � I k \ \ 40.8 i uJ 9 .8 ®94 . I JI \X\\ I 12 T m 2 I CO i40L I I 946.$ I I I \ \k m 9 4.3 I 2 "COT 4"C T 1 s FT CNA/At \ I 9 � \ INK F. f k FOUND l DC% e941. I n 8 s FT C\k R S 86/2 Q \� 18" T S. T.H. NO. 10-62 INTER9TA TE NO. 694 FTNS 2/,"FINK Ff - ' - �j 9 8. I SEA 04 CORNER0, R.f I'ROPfI�TY pFf 941.1 1 I 954 952.4 ~ / FOUND RAMSEY Nf COUN CAST M I SMH I III / / IRON MONUMENT SMH INV=932.3 N I TOP=938.0 i 951.6 36'RCP ST,F� SMH a INV=924.3 E/W 48'RCP ST S / •/ \ �N INV=932.9 N 9X o I -48'RCP ST S O N SHE T C-3 20 0 20 40 Main Office: IN LAND 0 LAKES HEADOUARTERS SUNDE 9001 East Bloomington Freeway 5420(35W)•Suite 118 o Bloomington, Minnesota 55420-3435 SCALE IN FEET LAND SURVEYING 952-881-2455 (Fax: 952-888-9526) West Office: o www.sunde.corn Mandan, North Dakota 701-663-5562 g DATED: October 23, 2015 Sheet. 10 of 10 N Z DEMOLITION AND REMOVAL NOTES: P E R K I N NOTE: 1. PRIOR TO START OF DEMOLITION, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED BY THE CONTRACTOR AND APPROXIMATE NUMBER OF TREES TO INSPECTED BY THE CITY OF ARDEN HILLS, RAMSEY COUNTY, AND RICE CREEK WATERSHED DISTRICT. ALL SILT FENCES SHALL BE INSTALLED + W I L L AND INSPECTED PRIOR TO ANY CONSTRUCTION ACTIVITY. SILT FENCES SHALL BE INSTALLED ALONG THE CONTOUR. BE REMOVED IS 730 TREES (8594 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE CALIPER INCHES) COORDINATE TREE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, ARCHITECT OR OWNER REMOVAL WITH LANDSCAPE DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER STATE ONE CALL Suite20 84 10th St.South AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. ARCHITECTURAL PLANS PRIOR TO 3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR IS TO CLEARLY IDENTIFY IN THE FIELD THE WETLAND PERIMETERS THAT ARE NOT TO Minneapolis,MN 55403 REMOVAL. BE IMPACTED SO THAT NO ENCROACHMENT OCCURS. AFTER THE PERIMETERS ARE CLEARLY MARKED IN THE FIELD, THE CONTRACTOR SHALL t612.851.5000 CONTACT RICE CREEK WATERSHED DISTRICT TO CONFIRM AND APPROVE NO ENCROACHMENT LIMITS. f 612.851.5001 4. THERE MAY BE MISCELLANEOUS ITEMS TO BE REMOVED THAT ARE NOT IDENTIFIED ON THESE PLANS. THE CONTRACTOR SHALL VISIT THE www.perkinswill.com SITE AND REVIEW THE DOCUMENTS TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. CONSULTANTS 5. PRIOR TO START OF CONSTRUCTION, DISCONNECT ALL GAS AND ELECTRIC SERVICES UNDER PROPOSED BUILDING FOOT PRINT. COORDINATE DISCONNECTION OF EACH UTILITY WITH THE UTILITY OWNER. REMOVE ALL GAS AND ELECTRIC LINES UNDER PROPOSED BUILDING CIVIUSTRUCTURAL FOOTPRINT. 6. ANY UTILITIES NOT INDICATED FOR REMOVAL OR ABANDONMENT, ARE TO BE PROTECTED AT ALL TIMES. REFER TO MECHANICAL/ELECTRICAL PLANS FOR REMOVALS OF FIBER OPTIC, ELECTRIC, GAS , CABLE, ETC.. 7. ALL EXISTING CURB AND GUTTER IS TO BE REMOVED WITHIN THE SCOPE OF THE PROJECT FROM THE SAW CUT LINES TO THE NEAREST BKBM JOINT. 8. THE TOPOGRAPHIC BACKGROUND INFORMATION WAS PREPARED BY SUNDE LAND SURVEYING. (952) 881-2455. ENGINEERS 9. ALL WORK IN THE PUBLIC RIGHT OF WAY IS TO BE COORDINATED WITH RAMSEY COUNTY. ROADWAY REPAIRS, BOULEVARD REPAIRS, AND TRAFFIC CONTROL ARE TO BE PER RAMSEY COUNTY STANDARDS AND SPECIFICATIONS. GENERAL NOTES: 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 1. CONCRETE CURB AND GUTTER REMOVAL, PAVEMENT REMOVAL, AND UTILITY REMOVAL LIMITS ARE TO BE COORDINATED WITH RAMSEY COUNTY (763) 843-0420 Fax: (763) 843-0421 AND UTILITY OWNER. REFER TO ALL CONSTRUCTION DOCUMENTS. www.bkbm.com 2. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAFFIC CONTROL PLAN WHILE WORKING WITHIN THE RIGHT—OF—WAY. THE TRAFFIC CONTROL PLAN SHALL BE APPROVED BY RAMSEY COUNTY AND CITY OF ARDEN HILLS PRIOR TO STREET ENCROACHMENT. 3. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND REVIEW ALL CONSTRUCTION DOCUMENTS AND GEOTECHNICAL REPORTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ITEMS THAT SHOULD HAVE BEEN ANTICIPATED BY PERFORMING THE ABOVE. MICHAUD COOLEY 4. THE ROCK CONSTRUCTION ENTRANCE INDICATED ON THE PLAN IS SHOWN IN AN APPROXIMATE LOCATION. PRIOR TO START OF ERICKSON CONSTRUCTION, THE CONTRACTOR IS TO COORDINATE WITH THE CITY OF ARDEN HILLS FOR THE EXACT ROCK CONSTRUCTION ENTRANCE 333 SOUTH SEVENTH STREET,SUITE 1200 LOCATION. MINNEAPOLIS,MN 55402 www.michaudcooley.com P:612.339.4941 MINIMUM TWO (2) FOOT HIGH ROCK BERM CONSISTING OF 1 INCH TO 2 INCH DIAMETER POSTS 4' ON CENTER POSTS WASHED ROCK SHALL BE 2" x 2" HARDWOOD, PINE OR STANDARD STEEL FENCE POSTS. POSTS SHALL BE DRIVEN 2' INTO THE GROUND. 12 INCH MINIMUM OF 1 : EXISTING 4:1 SLOPE ��41 SLOPE INCH TO 2 INCH BITUMINOUS �� DIAMETER WASHED ROCK 30" GEOTEXTI LE FABRI G EOTEXTI LE FABRIC 16' GEOTEXTILE FABRIC PU D APPLICATION 50' MINIMUM MAY 02, 2016 PLACE BOTTOM EDGE OF FENCE INTO 6" DEEP TRENCH AND BACKFILL IMMEDIATELY. 6 NOTE: 1. MINIMUM LENGTH OF 50 FEET AND WIDTH OF 12 FEET. NOTE: SILT FENCE MATERIALS AND 2. FOLLOW ALL CITY, WATERSHED DISTRICT AND MPCA STANDARDS. INSTALLATION SHALL CONFORM TO THE 3. CLEAN STREETS ON A DAILY BASIS OR MORE FREQUENTLY IF REQUIREMENTS OF MN/DOT 3886.2 REQUESTED BY CITY, WATERSHED DISTRICT OR MPCA. 3 SILTATION FENCE 1 BERM NOT FOR ED ROCK CONSTRUCTION ENTRANCE NOT CO1 —00 NOT TO SCALE CO1 —00 NOT TO SCALE LAND O'LAKES HEADQUARTERS CONSOLIDATION POLYESTER SLEEVE O FILTER ASSEMBLY 6' MIN. FROM MANHOLE COVER ASSEMBLY DRIPLINE OR AS SHOWN ON PLAN DRIPLINE VARIES Z 4' HGT. CURB LAND O'LAKES �'o- 4001 Lexington Ave N. M�k 10' MAX. BETWEEN IF PROPOSED DEMOLITION REQUIRES Arden Hills, MN 55126 SUPPORTS ACCESS INTO THE TREE DRIPLINE, KEYPLAN MINIMIZE THE AMOUNT OF HEAVY p EQUIPMENT TRAFFIC & DO NOT STOCKPILE CONSTRUCTION DEBRIS AGAINST THE TREE TRUNK. DRIPLINE VARIES POLYESTER SLEEVE DI-23 U . FILTER ASSEMBLY CURB 1.5 x DIAMETER (INCHES) OF TREE 1" REBAR FOR BAG OPENING EQUALS RADIUS (FEET) OF REMOVAL FROM INLET PROTECTION FENCING (REBAR NOT INCLUDED) OR AS SHOWN ON PLAN OPTIONAL OVERFLOW ISSUE CHART ® FOAM EXPANSION MARK ISSUE DATE SILTSACK RESTRAINT 10' MAX. BETWEEN SUPPORTS DUMP LOOPS (REBAR NOT INCLUDED) PLAN VIEW a v v ° . . a o .6 I hereby certify that this plan, specification 4 TREE PROTECTION o or report was prepared by me or under C01 -00 NOT TO SCALE o my direct supervision and that I am a duly INSTALLATION DETAIL Licensed Professional Engineer under the a a SIDE VIEW INSTALLED laws of the state of Minnesota. 4 KEVIN A.BOHL WOOD OR METAL INFRASAFE SEDIMENT Date 05-02-2016 Lic.No. 52209 OPENING FOR LARGE CONTROL BARRIER (27" OR 2'X3') STAKE RAINFALL EVENTS PERFORATED WALL FILTER CATCH BASIN Job Number 15401 BARRIER FRAME Mn/DOT 3149.2H COARSE ROCK FABRIC Drawn WH-NA va{. 4" — 24" Checked TJC CATCH BASIN STRUCTURE Approved KAB NOTES: 1. MAXIMUM DISTANCE BETWEEN POSTS IS 4'. AN EXTRA SELECTIVE SITE POST MAY BE ADDED ON EACH SIDE. 2. MAINTAIN UNTIL SURFACE HAS BEEN PAVED AND/OR VEGETATION HAS BEEN ESTABLISHED. DEMOLITION NOTES 3. GEOTEXTILE FILTER FABRIC SHALL BE INSTALLED PER SILT FENCE DETAIL. AND DETAILS 2 INLETS SEDIMENTATION PROTECTION OPTIONS Co —00 NOT TO SCALE C01 =0 0 Copyright©2014 Perkins+Will P E R K I N + W I L 8410th St.South \\ \\\ \\\\\ f� ��/ I III II I I 1 te 200 Minneapolis,MN155403 15 L - - - -TJ ` -\ \\ \\\ \ \ \\\\ \\ \\\\ ��fl" I III I • I I I I \ II t612..851.501 OVERHANG) 15 15 e.z. \ \\ \ \✓j / ' f 612.851.5001 OVERHANG - I 2GT.1 \ \ \ �\�\ \ \\ \ I / I ° \ I \ \ � /' \ www.perkinswill.com IN — — ,o ' OVERHANG 13� I —` CONSULTANTS — WATER MAIN PER / / 6 ` /N 2 A S S j CONCRETE -I' / `_ \\ \ \ \\\\ 1 I l III I l I ✓ \ I /I CIVIL/STRUCTURAL 14 \ 1 I III �i 4C . / \ 1 a 20 j% / // / • \ \ ° 1 ./' _- BKBM ENGINEERS WETLAND �coc[or uireas 4 / /// ° +y \ `T� �9N G R A 5 S 14 \ ,°\ 1 I / / -v WjET LAN GRASS ; 14 C. \ °, \\ \\ \\\\ .°\ \ I I I /' v/ ► // coNc 4j// `10 10 MARiI J ,0 10 \\ \ \m \ \ \ I I I 5930 Brooklyn Boulevard / /r. ,0 10 \ \ \ \\ I I e Minneapolis, MN 55429-2518 „� y / / / 2 T. 9531 C. � \ \ 11 I / j( / 763`I 843 0420 Fax: 763`I 843-0421 �7 \\ / / j/ ° j//// \ =NV 936.J I / / 10 www.bkbm.com 14 �//// 10 13 10 • ,0 1° \ 2 \ \ ' ° \\ \\ \\\ �� \ J III / / / /// MICHAUD COOLEY \ WE FLAGS, \ '"� 5 /// ° 20 ❑ � V / / / sus 1s ERICKSON 10 \ \\\\ 333 SOUTH SEVENTH STREET,SUITE 1200 / 101 /° I I I MINNEAPOLIS,MN 55402 10 �� � �\\\\\�� www.michaudcooley.com P:612.339.4941 WETLAND I WE T L A N� ) I I I ,4 1° 10 / �// 4 j//j% \ \ \\ T f I I 3 / / % 13 \ 7 / I ) \\ \ \ \ \ / A I II \ � o I — I ° 14 2 P r 5 10 / 4 ❑ I 18 �// 0 1° 2 1"L / \ � I wv=4a'.v _ ', / / / � —� /� /�/ / ❑ / ❑ X \ ° / I � / � -'�\�\ \\ \ \ / � 9Jd-'—` 9J4�\ • �\�� \ 14 18 P 0 951/ / \ / /// 5 \\\ \ \\ \ \ \ EL�AIIQJWA936 I T \ 9�„5 I 1 I /// 10 —964/ � 1° •//j//// / A x I I / \ e I \ \ \ \\\ \ \\\iO / / / r/ .° 12 \ \ ❑\ I / /// / 4 10 / \ \\\ / / / AND FLpC� % ,/% ;; \ e I I ° \(SEE NOT ` I I I \ / s � 10 C-8 / / / / / o \ � — �� III I ' ,' '%' '' / � � PUD WETLAND \ \ g\ ` ❑ \ �' %fp %• \ `• • e r ` I : ` / / //� APPLICATION \ \ \ \ '° ,0 �i%/'"'� r% �' - / ° ` / �/ ° — —J ° ° \ \ - —X�i // MAY 02 2016 ° \ \ v�L(AN�`F!•Ac; A ° \ - \ 12 > it W E AND � C� � \\ % \ \ ((f/e��" '/ \T \ / Y' \\ . NV�77 IN =9]8. S 10 2 f \ \ \ ao� / / NOT FOR OPEN/R // \\ 1 0 '3 C. `t ° / I S� lllJJJ A�' CONSTRUCTION • � • °° r°I_IZ I a I I y� \1\ 1 III I I � \ � '° �� 5 0 ' 10 _ 10 I I I \ — \ \� ' 10 13 14 / \ / I / • \ LAND 0 LAKES i c`ss': 9. ° IS � I III \1I 1 � ,�4\, \\ \ \ �\\ \20 / � c-io 1 ( 2 10 x xX� XX 1t�e 5s / �. HEADQUARTERS MANHOLE ON I `\\\ \\ \ \\\ \ \ 1 0 \ 1 O I \ E // / \ \\ ` lla CONCRETE \ \gip\ \ \7 i v (JIe l I CONSOLIDATION TO \ SKIMMER °I-I'/ ` I-I3O — 9 _ ��� � \ C / \ ` °a=944.5 \ \ \\\\ 14 \ \� i J \ 14 Oil e,I X max—/ /�1/�r WETLAND v 935.e � \ oa s 5ET \\� _\\ \ 10 10�� \ \ °M,N G S S�/r�4 / • — -o \R54B0 \\ \ \�\ - 7 ♦ I v-v-v 2 GRASS \ \ \ r ------- 10 r�5 FT CH22 AIN LINK FENCE Ce�G 5 pY \ \ \\\\\� _�\\ \ ( \ \ \ / / _— \ A N�2�g Apy 4Nk F \\�\ \ \\� �- _��\\\ \ \\ ( wv`"° I I \_ _ \ 2 = e \ SET 15480I I I / — \gyp — o / 1\\ I Z \�l�yy�,,,JJJ FOUND//7"rs!'A OPEN IRON \ \ yt 5 \\\ \\���_ I /✓ / — \ \ ii / 4 7.22 XN UNKMACE �ft_� \ \ \ \ 50 aF11.�/R0/T \ 5 1 \ \ C. \ cS�` \22 \ ��X `I araa \ \ \ 'yNp X `A 619 F�� \ �0 62 �` — ��X \ F PE IRON 1 X FENCE LAND 0 LAKES OPEN IRON �(� 1 —X��FAIN LINK / / X N�2 4g S� `s. 4)Z-i 6 368g6 k I 4001 Lexington Ave N. Arden Hills, MN 55126 KEYPLAN S.T.H. NO. 10-62 INTERSTA TE NO. 694 1 SELECTIVE SITE DEMOLITION PLAN — PHASE ONE C01 -01 1 = 40 ISSUE CHART KEYED NOTES MARK ISSUE DATE KEYED NOTES ARE DENOTED BY NO ON PLAN. ❑1 INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/C01-00. ❑2 INSTALL PERIMETER EROSION CONTROL. REFER TO DETAIL 3/CO1-00. ❑3 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/CO1-00. t f . * ® REMOVE CURB AND GUTTER IN ITS ENTIRETY TO THE EXTENT SHOWN. SAWCUT AND REMOVE AT NEAREST JOINT. PHASE 1 Q SAWCUT AND REMOVE BITUMINOUS PAVEMENT IN ITS ENTIRETY TO THE EXTENTS SHOWN. I hereby certify that this plan, specification Proposed Removal 7.92 75 or report was prepared by me or under © REMOVE CONCRETE PAVEMENT IN ITS ENTIRETY TO THE EXTENTS SHOWN. my direct supervision and that I am a duly Trees preserved (Total minas Phase 1) 30854 2476 ABBREVIATIONS PROPOSED PLAN SYMBOLS NOT USED. Licensed Professional Engineer under the BLDG Building laws of the state of Minnesota. BM Bench Mark CONSTRUCTION LIMITS - _ _ _ _ _ _ _ ® REMOVE STORM SEWER IN ITS ENTIRETY TO THE EXTENTS SHOWN. COORDINATE REMOVAL PHASE CB Catch Basin LIMITS WITH UTILITY CONTRACTOR. CONIC Concrete SILTATION FENCE a NOT USED. DIP Ductile Iron Pipe PrC+pOSed Fl�'10�fB1 BUD 64 ELEV Elevation PROPERTY LINE - - 10 REMOVE TREE IN ITS ENTIRETY INCLUDING STUMP. CONTRACTOR SHALL REMOVE ALL KEVINA.BOHL Trees. Preserved (Total minus Phase 1 a n d 2 23054 1619 EX Existing SAWCUT LINE (APPROX.) ---------- TREES AND VEGETATION IN HEAVILY WOODED AREA. Date 05-02-2016 Lic.No. 52209 INV Invert MAX Maximum ROCK CONSTRUCTION 11 NOT USED. Job Number 15401 MH Manhole ENTRANCE ENTIRE SITE MIN Minimum 12 REMOVE EXISTING LIGHT POLE, BASE, CONCRETE, AND APPURTENANCES. Drawn WH-NA PVC Polyvinyl Chloride BITUMINOUS REMOVAL j/j;%j j 13 REMOVE FENCE IN ITS ENTIRETY TO THE EXTENTS SHOWN. Checked TJC Existing Significant Trees 31636 `4$ RCP Reinforced Concrete Pipe IN 14 EXISTING TREES OUTSIDE AND INSIDE OF DESIGNATED CONSTRUCTION LIMITS TO REMAIN. Approved KAB 1 Permitted Removal 3154 5 CONCRETE REMOVAL ❑ PROTECT AT ALL TIMES. REFER TO DETAIL 4/C01-00. Proposed Removal 8562 729 APPROXIMATE PHASE ONE ® 15 EXISTING BUILDING TO REMAIN. PROTECT AT ALL TIMES. SELECTIVE SITE Total Trees Preserved 19890 1564 DISTURBED AREA PIPE REMOVAL 16 NOT USED. IS 3.54 ACRES DEMOLITION PLAN Replacement Trees Required 2705 THE CURB REMOVAL � 17 EXISTING STORM SEWER TO REMAIN. PROTECT AT ALL TIMES. - PHASE ONE Replacement Trees Proposed F ` � NOTE: FENCE REMOVAL � 18 EXISTING SANITARY SEWER TO REMAIN. PROTECT AT ALL TIMES. STORM SEWER INLETS NOT SHOWN ON PLAN MAY RECEIVE RUNOFF FROM TREE REMOVAL 19 EXISTING WATERMAIN TO REMAIN. PROTECT AT ALL TIMES. CONSTRUCTION ACTMTIES. INSTALL INLET SEDIMENT PROTECTION PER 20 REMOVE EXISTING SIGN. DETAIL 2/CO1-00 ON ALL STORM SOIL BORING INLETS THAT MAY RECEIVE RUNOFF. ems-, — 21 NOT USED. 11 11 22 EXISTING SIGN TO REMAIN. PROTECT AT ALL TIMES. CIO � �O Note. X Symbol represents trees to be removed. Symbol can represent more than one tree. 40� 20� 0 4o� so� 23 NOT USED. SCALE 11 = 401 24 NOT USED. Copyright©2014 Perkins+Will SAN 's .TO"RCP ST B =%QB CB NOP=9fi6.fi TOP -95fi8.6 IN-—.2 -9817� 98�.� OP-985.9 _96z.9 N 5T 5 ��-9432 E P E R K I N =968. =95J1 Ixv= �iOP- /B• /8"RLP Fq WV-95A1 - u FOG B Fd. FD[ 2 h Foe FQe FOG \ � Si C9 /D•vry saN s ` _ 0 hI L L AD-SAN 9 INV-95T.9 =9a8.9 N/W NV-950.0 5 /DwcP s CRETE C6 _ /o•vca sAN s /Q•1rcw sn,v s la'vcP sAN s iaP=96I.a �gy ix°v zsn": i0P-984.3 IxOv 9%808 h i0P-96... 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I I Minneapolis, MN 55429-2518 / VEGETATION ❑ � ,_„ ❑ Q I � / // // , / / ,/ // // ,/ / \ # // // // // / / / // // // // // // / // // // // // // / // // \� � / / / // / I TREES-AND \ ' // /// // // // / // / ' /// / // // /// // // // /// // / / // // // // j// / / ' // // // // ' / ' / ! // / /// / "R E E S i/ // 763 843-0420 Fax: 763 843-0421 1 / VEGETATIO / • ,// // ,// , // ,// // 12 // // ,// ,// // ,// , // // /// // , 12 10 // // ,// ,// // //./ ' /./ /./ ,// //./ / / ./ /// / \ / j// /ii / /i /// // /i / / // / / // ' // /i /// // ,i/ / // /// /i , /i /i ' /i 5 / , / // /�/ /�/ , / /// /�/ // ��/ / \ I /i/ . 19 I I www.bkbm.com / / // // ,// / /// / //�/ ,/ ,,/ ,/ // // ,// // ,// ; // ,// // , , ,// , // / ,� // / / // ,/: /// ,/ / ,/ ,/ 5 ,/ ,// // I I / 1 2 // ,/ // // , / // ,/ // // / // // // / // // CRASS / / // // / / ,/ // // ,/ / // // / /r> `/ // /r. / ,i/ ,i /./ ; . \ / ' // // ,i/ , . // / /i / /r. /./ ,i . \ / /i / /// // // // / / /// // // / / ' ! // // //� / / MI HAD LEY / G R A I 1 � ERICKSON 10 333 SOUTH SEVENTH STREET,SUITE 1200 Wr _ r. r. / r. r. /. r. r. / r. r. r. r. / /./ r. r. r. r. _ J I AM / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / I. TOP-961.z �`,� ' / �/ �°`a�- MINNEAPOLIS,MN 55402 / / / / / / / / / / A s s // / / / / / // / / / www.michaudcooley.com / P:612.339.4941 Lai / a. // / // / // 5 / % / // / / // / // / AP - CRASS ❑ // // // // /i / 20 // rr / / // // /i // /i / /i r // ,/ / . i , r. // /r. // ,/ \ /r. // // / /r. /i . / / . // /r. j ,/ � ,,� " ,r. /r ,/ /i �/ . /r / � i /i �i /r. / / 171 ❑LLJ LLj / 9AN I i0P-95].) I / I WETLAND FLAGS \ / // / / / / // / / // / / / // / / / / // / / / // / / / / / / // / / / �/ / / 4 \ / / // / / // ///�//• / / / '/% / -�' I SEE NO I 14 /J/ 10 WETLAND ' / ' // // ¢ // / , / // / ,/ // //.' ' / • / // .1 / / / / .�/ ° _ C 2 / I TREES AND 10 i // I � EGETATION � `4y" °Z,I\ // / / // / / / 4 // // // / ' ' ./ ' // ' // // // // /// ] III / ///N // // / / ' ' .// %/ ' /./ / / ' ' . / //�// // / ,/ / // // // / / ,/ // / / // 20 //� // / / / / / / // // // // /j // / // // // // // // // // // // / /./ / \ / // // // // // / // // / // // // e / / // ' I I / J� I PUD / .� / , . / , a / / ° APPLICATION C R ASS G R A 5 5 , MAY 02 2016 ° / // / :/ // // // / GRASS `1Qs I 20 ZIN P-949. e �_ :r ❑ � rux ❑ // // � / � / // // / / / / / // // // // / // // / / // � I I 10 ;!�/ v / 20 LLJ 10 taut ,i�`' NOT FOR ► - �;�5 I // // ,/ . ; / ,/ , // ,/ // 3 // // // / / / // // %/ % ° 12 / %/ ,/ // // // , // // , / � // / // %V , WALL � town � 7 /r� / / ' / / / / / / ' // // / / // S S %/ // / / - ° I \ I / ' // , 3! 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' � / / i ' / ' / i ii / i/ /i/ // % j/ ' / 20C. o S / / FOQAIO y'E T L A N D 2-7 Q10 20 // ii i/ %/ gap / REMOVE ALL 10 10 •'�° ` ` \ TREES AND 10 1 ;j/ /// 5 j/ //�/ %/ // /// G Ass 11 i ' %/ \ 12 // / / o / OP-94 (/) / / / /i /� /� �/ \` �;/ // � / // / �/ / GRASS // / / \ \ VEGETATION r A>, /�';// ,// ,j/ /// /y` // // / \ // 10 / / / >7 ,/ / / / / EXISTING BUILDING \ ❑ ,l ; `' - /// /// ,// ,// , // // / 20 // / ' %/ /// / o e.+ 4-STORY BRICK OMCE `..✓ 1 - ' ' I / I // 4 / //� 1 O LAND 0'LAKES, TO HEADQUARTERS 400/LEX/NGTON Al/EN(.E N 9 \ '� // /// // // /// /// / ❑ / / ,• ,° °'1 n 41AIP=945.3 / / / j// // / 4 \ 1 I I � /� , •\�_o� / / ) „5 � LOCAT/ON OF 1° � '' • � � ' 20 / / �5 / /� %� �,� LAND 0'LAKES U f I -%I- \ / •, // j / / /// J j/ / //,//7 I LHJOERGROUNO 12 # / !O /�G, 'Sry / / / a�W,�7ER / r // / / / // // /� ,, GAS TANKS 1 O F` / A D 1 / /; / / , / /// '/� / 21 5 / / I STEPS ❑ 21 „ / g3, I I I I II 4001 Lexington Ave N. J ° I ` - \ / �� ,2 "" � I l l / ///�/Y''�'� �✓'�� 15 I Arden Hills, MN 55126 -- 1 � 4 24 OR ss I 1 Z 6 WALL I DDND 1° I KEYPLAN 8 LA 15 / / / / / 1Z P_988 10 9]T. \ 1 2 10 1 ` r r/r/,iri lr�/ irk//�� �r. �i//,�rr�/ 11 12 9 6 10 10 6 12 ° REM E ALL e \ I I %//%%/�/j%/.// / . \ TREES�4ND \ 10 12 ATION\ � � 1 , I • � � 1 � �I I I /� �/ �, `�\ -�, � ,O I ,2 0 / / �/ ��� �� �``� ,2 (I(Tir, � I �.w 1 // /`-' EXISTNG BUILDING 6eII I I I 11 I P � N D\\ LAND \ \ \ 14 2tp1 KEYED NOTES \ v / x � I o � N S. / ( //lj/ Gn 15 KEYED NOTES ARE DENOTED BY NO ON PLAN. �,� r'' 10 e _� earA 8 I" -' �// / /. - ❑1 INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/Co1-oo. ISSUE CHART _ / r13 15 7 /; 5 2 1 SELECTIVE SITE DEMOLITION PLAN PHASE TWO - �} PO 13 2 10 a �� // //j ® G`o 1 -O 1 - 40 ❑2 INSTALL PERIMETER EROSION CONTROL. REFER TO DETAIL 3/CO1 OO. MARK ssuE DATE 2 4.5 //% / - - - - - ❑3 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/CO1-00. Ag �\ 10 °� ❑ REMOVE CURB AND GUTTER IN ITS ENTIRETY TO THE EXTENT SHOWN. SAWCUT AND efT WATER MAIN Lg`p� /NMA REMOVE AT NEAREST JOINT. LINK.fQICE� \8 =9e I � 11 Z / � ,g DATED e-27• _ \ \� e`1 2 10 1 7 10'� SAWCUT AND REMOVE BITUMINOUS PAVEMENT IN ITS ENTIRETY TO THE EXTENTS SHOWN. REMOVE CONCRETE PAVEMENT IN ITS ENTIRETY TO THE EXTENTS SHOWN. 14 � .--- eel 17 �,,� e � \ '-°17\ I_„ ° \ ❑7 REMOVE GRAVEL SURFACE IN ITS ENTIRETY TO THE EXTENTS SHOWN. I hereby certify that this plan, specification \ / / 2 2,-r� = 14 \ WRIER 14�117 / ze I \ \ \ Z =9J9 \ ° ( 8 REMOVE STORM SEWER IN ITS ENTIRETY TO THE EXTENTS SHOWN. FOLLOW ALL CITY OF or report was prepared b me or under �"� (G^e7/^ -�4J�e y,�,,.^A- / ❑ ARDEN HILLS STANDARDS AND SPECIFICATIONS. my direct supervision and that I am a duly 4,;�, � 2 -_-(� � _ ✓ � � WETLAND ���Eo oce F CPTTN�S \ REMOVE WATER MAIN, HYDRANTS, AND VALVES IN THEIR ENTIRETY TO THE EXTENTS T L A N D \� COORDINATE REMOVALSHOWN. FOLLOW ALL CWITH UTILITY CONTRACTOR PRIOR TO START OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. CONSTRUCTION. Licensed Professional Engineer Under the / \ °I� U� \ laws of the state of Minnesota. PROPOSED PLAN SYMBOLS 10 REMOVE TREE IN ITS ENTIRETY INCLUDING STUMP. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION IN HEAVILY WOODED AREA. CONSTRUCTION LIMITS - _ _ _ _ _ _ _ „ RELOCATION OF EXISTING SMALL UTILITIES TO BE COORDINATED WITH ELECTRICAL AND ABBREVIATIONS MECHANICAL PRIOR TO START OF CONSTRUCTION. SILTATION FENCE KEVIN A.BOHL BLDG Building v v v 12 REMOVE EXISTING LIGHT, POLE, AND FOUNDATION. Date 05-02-2016 Lic.No. 52209 BM Bench Mark PROPERTY LINE - - CB Catch Basin 13 REMOVE FENCE IN ITS ENTIRETY TO THE EXTENTS SHOWN. Job Number 15401 CONIC Concrete SAWCUT LINE (APPROX.) ---------- Drawn WH-NA DIP Ductile Iron Pipe 14 EXISTING TREES OUTSIDE OF DESIGNATED CONSTRUCTION LIMITS TO REMAIN. PROTECT AT ELEV Elevation ROCK CONSTRUCTION ALL TIMES. REFER TO DETAIL 4/CO1-00. Checked TJC Note: X Symbol represents trees to be removed. Symbol can represent more than one tree. EX Existing ENTRANCE INV Invert 15 EXISTING BUILDING TO REMAIN. PROTECT AT ALL TIMES. Approved KAB MAX Maximum BITUMINOUS REMOVAL REMOVE AND SALVAGE EXISTING ELECTRIC CAR CHARGING STATION. COORDINATE REMOVAL TITLE MH Manhole AND RELOCATION WITH MECHANICAL PRIOR TO START OF CONSTRUCTION. MIN Minimum CONCRETE REMOVAL SELECTIVE SITE PVC Polyvinyl Chloride 17 EXISTING STORM SEWER TO REMAIN. PROTECT AT ALL TIMES. RCP Reinforced Concrete Pipe ❑ DEMOLITION PLAN PIPE REMOVAL ® 18 NOT USED. 19 EXISTING WATERMAIN TO REMAIN. PROTECT AT ALL TIMES. PHASE TWO APPROXIMATE PHASE TWO CURB REMOVAL DISTURBED AREA 20 REMOVE EXISTING SIGN. IS 19.37 ACRES FENCE REMOVAL 21 REMOTHE VED ANDELLEGALLYD FUEL DISPOSEDNKS OF (20,000 AND 3,000 GALLONS) ARE TO BE SHEET NUMBER TREE REMOVAL 22 NOT USED. NOTE: O CONSTRUCTION STORM SEWER INLETS NOT SHOWN ON p 23 REMOVE WOOD WALL IN ITS ENTIRETY. C01 � MAY EIVE RUNOFF FROM REMOVE ALL ACTMTIES NSTALL TREE REMOVAL AREA TREES AND 4�� LO� 0 4�� vo� 24 REMOVE EXISTING FIRE DEPARTMENT CONNECTION UP TO EXISTING BUILDING. INLET SEDIMENT PROTECTION PER VEGETATION ❑ COORDINATE WITH MECHANICAL FOR REMOVAL OF FIRE DEPARTMENT CONNECTION INSIDE DETAIL 2/CO1-00 ON ALL STORM OF THE BUILDING. COORDINATE WITH STRUCTURAL FOR FILLING EXISTING WALL INLETS THAT MAY RECEIVE RUNOFF. SOIL BORING !9 SCALE 1IN = 401 PENETRATION. FILL EXISTING WALL PENETRATION WITH NON SHRINK GROUT. e-1 C-8 Copyright©2014 Perkins+Will EROSION CONTROL NOTES: P E R K I N 1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY ENGINEERING DEPARTMENT AND RICE CREEK WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION CONTROL FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. THE CONTRACTOR IS + W I L RESPONSIBLE TO SCHEDULE A PRE-CONSTRUCTION GRADING MEETING ON-SITE WITH THE CITY AND RICE CREEK WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE AT THE END OF EACH DAY. 84 10th St.South 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR RICE CREEK WATERSHED DISTRICT; BEFORE, DURING OR Suite 200 AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR REQUEST. Minneapolis,MN 55403 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL t612.851.5000 FROM THE CITY. f 612.851.5001 4. FOR SITES GREATER THAN 1.0 ACRE, AS REQUIRED BY THE MPCA PERMIT REQUIREMENTS, THE PERMIT APPLICANT MUST KEEP AN www.perkinswill.com EROSION CONTROL INSPECTION LOG. INSPECTION MUST BE MADE ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY CONSULTANTS RAIN EVENT. THE INSPECTION RECORD MUST BE MADE AVAILABLE TO THE CITY AND RICE CREEK WATERSHED DISTRICT WITHIN 24 HOURS OF REQUEST. CIVIL/STRUCTURAL 5. FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE ROUTED TO SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE CONVEYORS. 6. SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS, OR DIKES AND PIPES BKBM TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROADS. SITE-ACCESS ROADS/DRIVEWAYS SHALL BE SURFACED ENGINEERS WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS. 7. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY OR RICE CREEK WATERSHED DISTRICT, THROUGHOUT THE DURATION OF CONSTRUCTION. 8. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY THE CITY 5930 Brooklyn Boulevard AND RICE CREEK WATERSHED DISTRICT. Minneapolis, MN 55429-2518 (763) 843-0420 Fax: (763) 843-0421 9. ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF w763) 84 -0421 CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 10. ALL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. ANY AREAS WHICH MICHAUD COOLEY HAVE BEEN FINISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING CONSTRUCTION ERICKSON OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 14 DAYS: 333 SOUTH SEVENTH STREET,SUITE 1200 A. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC-ANCHORED OR COVERED BY FIBROUS BLANKETS TO PROTECT MINNEAPOLIS,MN 55402 SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC-ANCHORED AND APPLIED AT A UNIFORM RATE OF www.michaudcooley.com NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN 80% COVERAGE. P:612.339.4941 B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A TEMPORARY VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED MIXTURE 21-1 1 1 (OATS), OR 21-112 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE. C. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE A SEMI-PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 22-112 AT A RATE OF 40 POUNDS PER ACRE. D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND SURVIVED A 60-DAY GROWING PERIOD. E. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR LANDSCAPE PLAN), ALL AREAS THAT WILL NOT BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 25-141 AT A RATE OF 59 POUNDS PER ACRE. F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR LANDSCAPE PLAN), PERMANENT TURF RESTORATION SHALL CONSIST OF MN/DOT SEED MIXTURE 25-131 (COMMERCIAL TURF GRASS) AT A RATE OF 220 POUNDS PER ACRE. G. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON-SITE SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON-SITE DETENTION BASINS SHALL BE PROVIDED. H. MULCH, HYDROMULCH, AND TACKIFIERS MAY NOT BE USED FOR STABILIZATION IN SWALES OR DRAINAGE DITCHES. 11. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION, A SILT FENCE OR SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS RESTORED. 12. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING SCHEDULE. THE AREA OF PU D LAND THAT THE CITY WILL ALLOW TO BE DISTURBED AT THIS TIME OF YEAR WILL BE SEVERELY LIMITED. THE CITY WILL ALSO APPLICATION REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY SEDIMENT BASINS, DORMANT SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH. 13. FILTER BLANKET AND RIPRAP SHALL BE INSTALLED ON THE DOWNSTREAM SIDES OF ALL STORM SEWER OUTLETS 24 HOURS AFTER MAY 02, 2016 CONSTRUCTION AS INDICATED AND DETAILED. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER MATERIAL MEETING THE MNDOT SPECIFICATIONS FOR RIPRAP AND FILTER MATERIAL. 14. EROSION CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED AROUND THE PERIMETER OF ALL LAKES, PONDS AND WETLANDS WITHIN OR ADJACENT TO THE AREA TO BE GRADED UNTIL THE TRIBUTARY AREA TO THE LAKE, POND OR WETLAND IS RESTORED. 15. TO MINIMIZE EROSION, ALL 3:1 SLOPES SHALL BE COVERED WITH A MN/DOT 3885 CATEGORY 2 STRAW EROSION CONTROL BLANKETS OR STAKED SOD. 16. ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES. 17. EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS RECEIVED FINAL STABILIZATION OR AS NOT FOR DIRECTED BY THE CITY AND/OR RICE CREEK WATERSHED DISTRICT. CONSTRUCTION LAND O'LAKES HEADQUARTERS GRADING NOTES: CONSOLIDATION 1. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING CONDITIONS PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT OR CONSTRUCTION DOCUMENT REVIEW. 2. THE TOPOGRAPHIC BACKGROUND INFORMATION WAS PREPARED BY SUNDE LAND SURVEYING. (952) 881-2455. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. 4. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED FOR REMOVAL. 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION. 6. ALL SPOT ELEVATIONS SHOWN AS 62.20, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 962.20. 7. ALL SPOT ELEVATIONS ALONG THE CURB-LINE INDICATE THE ELEVATION OF THE GUTTER, UNLESS NOTED OTHERWISE. 8. NO LANDSCAPED SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE. 9. ACCESSIBLE PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2%. 10. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. 11. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE DEVELOPER SHALL CERTIFY THAT ALL GRADING AND UTILITY WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. AN AS-BUILT GRADING AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION. 12. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONING. LAND O'LAKES THE CITY AND RICE CREEK WATERSHED DISTRICT WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING ACTIVITIES. IF THE PUBLIC UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD BUILDING PERMITS FOR 4001 Lexington Ave N. VARIOUS LOTS TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK. Arden HIIIS, MN 55126 13. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE SITE. THIS INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED ON THE SITE. KEYPLAN 14. THE INTENT IS TO STRIP AND SALVAGED TOPSOIL FOR POTENTIAL RE-SPREADING ON THE SITE, IF APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. SIX INCHES OF TOPSOIL - AFTER COMPACTION - SHALL BE RE-SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE SITE AS NOTED ABOVE. THE TOPSOIL STRIPPING, STOCKPILING AND RE-SPREADING SHALL BE DONE IN ACCORDANCE TO, AND NOTED ON, THE APPROVED GRADING PLAN AND SPECIFICATIONS. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR ANY SPECIAL TOPSOIL OR PLANTING REQUIREMENTS. 15. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT PROPERTIES. ANY DAMAGE TO ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION IS GRANTED FROM THE ADJACENT PROPERTY OWNER(S). 16. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE BUILDING FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, AS FOLLOWS: AREAS PLANNED TO RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED, STRAW MULCH PLACED, AND DISC-ANCHORED. 17. WINTER MULCHING: ISSUE CHART 17.A. SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SNOW SO THAT THE MULCH MELTS THROUGH THE SNOW AND STICKS TO THE EXPOSED SOILS. IMARKI ISSUE DATE 17.B. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER FROZEN GROUND. MULCH MATERIALS THAT DO NOT REQUIRE DISC-ANCHORING INTO THE SOIL MAY BE PLACED WITHOUT MODIFICATION. MULCH MATERIALS THAT REQUIRE DISC-ANCHORING MAYBE ANCHORED WITH HYDRAULIC SOIL STABILIZERS OR MAY BE FROZEN TO THE SOIL BY APPLYING WATER, AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A SUBSTITUTION FOR DISC-ANCHORING. 18. RETAINING WALLS AND APPROPRIATE SAFETY FENCING ALONG THE TOP OF WALLS ARE TO BE DESIGNED AND CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. SUBMIT RETAINING WALL SHOP DRAWINGS TO PROJECT TEAM PRIOR TO CONSTRUCTION. 19. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly RETAINING WALL NOTES: Licensed Professional Engineer under the laws of the state of Minnesota. 1. ALL TOP AND BOTTOM ELEVATIONS CORRESPOND TO THE RESPECTIVE GRADE ELEVATIONS ON EACH SIDE OF THE WALL. 2. THE BOTTOM ELEVATION IS THE ELEVATION OF THE LOW-GRADE SIDE OF THE WALL, NOT THE TOP ELEVATION OF THE BURIED BLOCK COURSE OR KEVIN A.BOHL BOTTOM OF FOOTING. Date 05-02-2016 Lic.No. 52209 3. ALL RETAINING WALLS SHALL HAVE PROTECTIVE FENCING AT THE TOP Job Number 15401 WHERE THE VERTICAL HEIGHT EXCEEDS 30 INCHES. REFER TO Drawn WH-NA ARCHITECTURAL AND LANDSCAPE PLANS AND SPECIFICATIONS. 4. MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED AND CERTIFIED Checked TJC BY A LICENSED PROFESSIONAL ENGINEER. DESIGN CALCULATIONS AND Approved KAB SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT PRIOR TO CONSTRUCTION OF WALL. GRADING, DRAINAGE, AND EROSION CONTROL NOTES AND DETAILS CO2 =00 Copyright©2014 Perkins+Will P E R K I N W I L 84 10th St.South Suite 200 Minneapolis,MN 55403 t 612.851.5000 f612.851.5001 www.perkinswill.com v i m o I \ l I \i \ \��\� \� I � \ /� �/ i 111 IIII \ I CONSULTANTS CIVIUSTRUCTURAL 3.5 L 3.6 �I J 3.5 ` -\ \\ \\\ \ \ \\\\ \\ \\\\ � � " // I I I I I �I(7J''yL•I`�'/I / I I \ II / _ 2 4. Q` HANG 6.2. 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NO. /0-62 INTERSTA TE NO. 694 1 GRADING DRAINAGE AND EROSION CONTROL PLAN - PHASE ONE ISSUE CHART CO2-01 1 = 40 IMARKI ISSUE I DATE PROPOSED PLAN SYMBOLS I hereby certify that this plan, specification or report was prepared by me or under CONSTRUCTION LIMITS - _ _ _ _ - my direct supervision and that I am a duly ABBREVIATIONS SILTATION FENCE X X X Licensed Professional Engineer under the BLDG Building PROPERTY LINE laws of the state of Minnesota. - - BM Bench Mark BW Bottom of Wall SAWCUT LINE (APPROX.) - - - - - - - - CB Catch Basin CONIC Concrete PROPOSED CONTOUR KEVIN A.BOHL ELEV Elevation DRAIN TILE --- -----�--- EX Existing Date 05 02 2016 Lic.No. 52209 INV Invert STORM SEWER > > Job Number 15401 MAX Maximum WATER MAIN MH Manhole Drawn WH-NA MIN Minimum FIRE DEPARTMENT PVC Polyvinyl Chloride CONNECTION Checked TJC RCP Reinforced Concrete Pipe RETAINING WALL IN KEYED NOTES Approved KAB TIC Top of Curb KEYED NOTES ARE DENOTED BY NO ON PLAN. TW Top of Wall CATCH BASIN ■ ® TITLE W.O. Washout MANHOLE Q INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/CO1-00. GRADING, DRAINAGE, EROSION BLANKET (TEMPORARY) � �2 INSTALL SILT FENCE. REFER TO DETAIL 3/C01-00. AND EROSION CONTROL �3 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C01-00. PLAN ROCK CONSTRUCTION ENTRANCE APPROXIMATE LOCATION OF TEMPORARY CONTAINED CONCRETE WASH OUT BIN. REFER TO APPROXIMATE PHASE ONE ® THE MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION PHASE ONE DISTURBED AREA DRAINAGE FLOW ARROW >> ACTIVITY FOR MORE DETAILS. SELF CONTAINED CONCRETE WASHOUTS ON CONCRETE IS 3.54 ACRES DELIVERY TRUCKS IS AN ACCEPTABLE ALTERNATIVE TO ON-SITE CONTAINMENT. RETAINING WALL SPOT w 4. SHEET NUMBER ELEVATION a INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION CONTROL BLANKET. STORM SEWER INLETS NOT SHOWN ON SPOT ELEVATION 22 © BUSINESS SIGN IS NOT TO BE DISTURBED. PROTECT AT ALL TIMES. CO2 =01 PLAN MAY RECEIVE RUNOFF FROM SOIL BORING CONSTRUCTION ACTIVITIES. INSTALL B-1 c-11 INLET SEDIMENT PROTECTION PER 40' 20' 0 40' 80' DETAIL 2/C01-00 ON ALL STORM CONCRETE WASHOUT coNCREre INLETS THAT MAY RECEIVE RUNOFF. AREA w.o. AREA SCALE Is - 40' Copyright©2014Perkins+Will Z - w `J\ 's ]°'RCP S1 S = .B ` 1„OP-988.8 P E R K I N S OP=950.4 /-i0P=900.0 TOP=965.9 SNH / V 96a NfP 51 S =982J 14 9NV--N INV=9W. 114 rw-9618 INv=9470 E I =95J.) �iaP=950.4 =950.0 /B'RfP V=A59.1 - y � ti / 9 84 10th St.South TOPo CRETE ' "R4 i°•vcP sAN s sAry /o•vcP sAN s ace INV-95J.9 /0-vCP S SNA /0"VCP SANS �� /0'VCP SANS O-VG°SANS ? iOP=9fi l.0 -95N.4 E -954.2 Suite 200 iOP-964] INV-90].J _ `^. TOP-966.0 SMH INV=918.9 N/W INVTPOP-950) -9808 - 4 �r�_9BB \ \ Minneapolis,MN 55403 -9534 5 ORY SNH ��� 'W NV=9S I.5 E iOV 9824 NE -' / -- //� //A� T Y R /��//''�/, F ,p`�'.)�� 9��\ ,yy�\ INV-954.1 N t 612.851.5000 yU... 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"S 96� WETLAND 2 CONCRE ° \ L (SEE NO WA.R ` ' I STRM 5 5 5 2 1 4 5 � � �_ --� � � ` M'- - 2 2 2 _ I '1 , BKBM '� 3 - 5 3 C I \� \ ENGINEERS / 3 /�- 6.3 - 6• 5.8 5.9 s,s 6 0 3 STIR C 1 3 2 �a 6.3 5.9 I 6.3 ' \ a I\ _ ,,. ..._... �.' ss 3 5930 Brooklyn Boulevard 9.3 Minneapolis, MN 42 -2 1 6.0 \ 1 Y \ ` / s. s.6 �_•W ._ I I = II I \ 55 9 5 8 / l s.2 S RM #C7 I STRM 05 ~ STR Os \ s.o I 1 I I 1 (763) 843-0420 Fax. (ww.www.bkbm.com # 5.8 �Z-zz / l ^ #� \ \ / I I I www.bkbm.com ° / 5 5. 1 5.7 5.7 /9.6 I 9.6 I I 1 5.3 / / / \ ✓ / y - - - - M/ 0.1 1 IIJ I / 1 \ \ / I ° I MICHAUD COOLEY ERICKSON C. 9 9.2 333 SOUTH SEVENTH STREET,SUITE 1200 / STRM C1 ST M2 ( MINNEAPOLIS,MN 55402 9C98 www.michaudcooley.com 1 P:612.339.4941 olo� / STRM C12 I I I �� O # 4.0 J _ / / �\ STRM #C3 0.5 / 9.9 J 5' Q ITKM 1 1 / I „J I I / / / z- \ / 3.4 \ \ �i9, 1.0 3 l I / 0 � "� 3.5 \ ° - _ I � 1 1 / 3.0 3.1 / I / 1.6 / /0.0 I I I ' 9s� 3.0 LJJ � � I � � �i / 3.8 3.9 4.3 v \ 4. N �� _✓ I 541 1 LLJ z s 1.8 a -9]90 (S OTE)LAGS 1 _ / J ' � I Z� ' I I // PUD Q 0.4 s, \ \ 8 / 5.5 \ 4.9 4.8 / / 1.6 2•5 s 3.2 3.2 � � I/ �^� �/ � I I APPLICATION 1 0.7 2.2 3.2 3. 3.6 4.3 / 5.2 5.5 5.7 6.4 5.1 // /// / I I 5 0.7 0.2 0.2 0.3 0$2 0.2 0.3 0.2 0.0 3 1.5 3.0 3.2 5. / 5 / sl/ //// // e l I MAY 02 2016 � f� I 0• 0.3 0.6 3.0 3.0 3.1 3.8 4.6 yP• / v I I � 0.0 0.3 0.0 .3 0.2 2.7 / / // 7 z ° T D9 J 0.6 0.5 0.1 0.1 0.1 _ ` 0.1 0.1 '\ S1`R�il #C26 1.8 2.4 3.1 3.1 3.0 3.2 3.0 2.9 3' 3.5 4.1 4. 5.2 5.6 5.5 A�� 5.4 / I ° STRM #B10 I � °♦ 0.4 IJ 3 1I0.1 0.o NI � 0.1 2. 2.7 3 --0 - ❑ 4-I2 I I EO 0.3- 3 - 1.3 2.6 \ \ \ I J 9.6 i EOF I / / /Dj3/ # ( / / Q I 31�111 � I I ST C� � I \ 3 i STRM C18 \ 2.7 TR 16 i / / �- � I 1 1.4 EOF 2.2 TR 14 6.9 6.3 3 I I 9.0 / ° 0. s I 3 o TR B 3 \ o.0 1 c I 3 TR 15 E F # 3.5 / s.s / T / // / / I /Lf- ♦ � 1\I - 9.5- - - - - - 9.5 - -- 3 ° - 9.5 - -- I 2.7 3. - 2.2 - # 2- ST C�2 3 TC / � I �„ I5 - STR C19 \ 1 ® o• f RM C 3 3 ST M M #C20, R C1 1• 3.2 2.9 2.3 3 2.2 3.0 3 3.0 3 4., 4.9 s.9 / T #C28 7.0 s., s.1 3 / 9 I v _ TIC TC 7.2 Pz-II 0.5 2.8 / I I 1 EOF \ 32 3.2 3.2 4.3 5.1 -- ' I NOT FOR 3.2CONC Z 5 / STRM #88 9.1 I \� - 0.9 '� \ 1 \ ❑5 5 BWSBA G`/ti`° BITUMINOUS CONSTRUCTION W _ 95 � ? ¢� � � \ I I I � � � �'�\ o.0 3 / STRM # 5 1 3.5 \ \ \ 3.s 5 B / �2 s.2 5 WA'� / /� GN cGNc taut ,a'I�P_' / GENERATOR _ _ J WAcc E .6 `� II y • �,► I 5 a � 9.1 � \ 0.4 / O.EOF \ / 6 6. 6.4 Att /� l a�x1 - - - X I III ° �#C�244 � I � 6.4 96 raP_9 a.� LJ__I 9 s o 0. o o \ \ 3'6 QTRM C34 STRM C35 W 73. EO 3 �� ' I os .8 \ 8-7 \ STRM C3 a-9 / i 9.5 I EOF ❑3 \ 4.0 # \ Tw 76.90 -} \#- -- / 5.5 �/W `S GDN ., NY 9 . LAND O'LAKES / I ° 1.5o STRM #C32 \ , G s J / I 9.6 9.3 �� 4.0 \ \ \ 6.9 m .�c "�AN�_ � ' - HEADQUARTERS TW 6.50� c 34. - - ° I TW 49. 0 O O /Q I I I \ I I �� 9.6 \ r 0.8 1.6 1.5 \ \ \ �� STRM #029 i 6.9 �o g e2 GONG ti 9.9 5 .aa CONSOLIDATION LJ- J I I z„ SM31 J ° X� I IT ROPOSED�UILDING / ° 9 I �✓ zw° 9 ,s \ \\ 964.00/�61.66 \ \ \ I '�' `.. ss 5.5 o. I \ \ �FE 950.00 9.0 6.9 I I (SEE TE) GSJ l I / Q M #p \ 9 , I °s 1.1 1.1 1.1 1.1 4.0 4.0 6.9 �s / sTooa 1.1 / M 1 R # 1 2 8.3 \ - - - - - - - -- -- - - - - - 8.2 \I 0.2 1.1 1.1 1.5 - \ I jk� 3.3 O ,.3 � d9 INv-9]e.6 aT Rv s z-' 6 3 ❑ 8.6 0.5 s 8.8 9.7 0.6 0.9 ( ) EOF , ' 0.5 3 EOFa ST M ` 6.1 STRM 15 1.1 STRM >IB18 l I 3.1 333111 LTV / so / \ 5 0.4 STRM # 6 \�C� /77 \ o, LJJ _.�. z - s. s. o.e � a.7 STRM17 2. ► 3.1 / �' / /��%/�_ � \ �\ LJJ ST #B 14 , I 7.8 1 \ 7.6 9.4 2.5 E.0 a 2. X. EX. E TOV-94.5 / /1 EXISTNG BUILD/NC 1 �l 1 ` , C I 1 I I O 21 / Q, 5 = o�e5 Z � LAND 0 LAKES � 4-STORY BRICK CS�F7CE Pva 0.8 \ 0 I LAND O'LAKES, INC HEADQUARTERS SMH (5 54 I—, j 7.8 I 3 O a 400I LEX/NGTON AVENUE N ;„V-;;$5 / LJJ I i s ❑3 5 9456NW B-/ a \ 4001 Lexington Ave N. l STRM #B19 �\ 1 y SUP=945.]W / I I e I JRM #Ds D I 6.6 9 \� \ // / j // /r/, / % / / 1 I Arden Hills, MN 55126 cf) c I ST�M E . D I I 2.s2.9 KEYPLAN STEPS EX. 1� 3.8 zLs 3 / / / ys"��31�e � \\ I I I I GONG I I I //// io-949.6 / / �/ /�y�� // 5L-K ° �� EYSTONE WALL �\ h ( 1 / / 2 \ 2.5 2.7 r` �' I P I \ I 7.1 / \ ° I \ ✓ 3.0 �i 5.2 ' I I� B 2 coNc / N Al STRM 64 \ I"' I �� 90.G EXISTING BfALO/NG 3.2 91� �croNc o z 4B \ r I I I I I I I I I I .�P I /7 i 1 I I III I ,I 1 P I v S 627 / 4.7 TW 3.8 S 31 m \ / L \ # 1 8 0.1 4.0 I �� 'r. ISSUE HART \ 3 34.1 / G i' ' W 50.15 49.9 9.0 RM MARK ISSUE DATE _r o• s. 3 49, \ � 1 \ �9 1 GRADING DRAINAGE AND EROSION CONTROL PLAN - PHASE TWO 3.3 3.9 STRM 2 \ 6.5 za. CO2-02 1 = 40 4.9 R \ \ 0.2 9.3 6 ® - - �r-9.fi� zsL 0.7 NV=945.]N V=945.1 SW 0.5 9.5 3 N 5 M B5 g.0 .3 _9 9 �� / _ ._ g� PROPOSED PLAN SYMBOLS I hereby certify that this plan, specification 2 STRM # 2` ° � _ _ - 49, ► � _� ° ;��� _ �y � or report was prepared by me or under ° -33 , / • 9 / ° ABBREVIATIONS CONSTRUCTION LIMITS my direct supervision and that I am a duly STIR WEER �s7 � 1 BLDG Building SILTATION FENCE Licensed Professional Engineer under the BM Bench Mark - - \ / , \ / I(_ yf°� -- � • ` BW Bottom of Wall PROPERTY LINE laws of the state of Minnesota. _ _ _ _ _ _ _ _ ­AN CB Catch Basin SAWCUT LINE (APPROX.) T LAN D \� \ 9� / CONIC Concrete ELEV Elevation PROPOSED CONTOUR 6 EOF Emergency Overflow DRAIN TILE --- ------>--- KEVIN A.BOHL EX Existing Date 05-02-2016 Lic.No. 52209 FIFE Finished Floor Elevation STORM SEWER HWL High Water Level Job Number 15401 INV Invert WATER MAIN 1 LIFE Lower Floor Elevation FIRE DEPARTMENT �I( Drawn WH-NA MAX Maximum CONNECTION IN Checked TJC MH Manhole RETAINING WALL KEYED NOTES MIN Minimum Approved KAB PVC Polyvinyl Chloride CATCH BASIN ■ ® KEYED NOTES ARE DENOTED BY NO ON PLAN. RCP Reinforced Concrete Pipe TITLE TC Top of Curb Q INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/Co1-00. GRADING DRAINAGE MANHOLE W. Top of Wall EROSION CONTROL ❑2 INSTALL SILT FENCE. REFER TO DETAIL 3/C01-00. AND EROSION CONTROL W.O. Washout BLANKET (TEMPORARY) ROCK CONSTRUCTION �3 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C01-00. PLAN APPROXIMATE PHASE TWO ENTRANCE ❑ APPROXIMATE LOCATION OF TEMPORARY CONTAINED CONCRETE WASH OUT BIN. REFER TO DISTURBED AREA DRAINAGE FLOW ARROW >> 4 THE MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION - PHASE TWO IS 19.37 ACRES ACTIVITY FOR MORE DETAILS. SELF CONTAINED CONCRETE WASHOUTS ON CONCRETE RETAINING WALL SPOT DELIVERY TRUCKS IS AN ACCEPTABLE ALTERNATIVE TO ON-SITE CONTAINMENT. SHEET NUMBER ELEVATION .151�. a INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION CONTROL NOTE: 2.2 BLANKET. STORM SEWER INLETS NOT SHOWN ON SPOT ELEVATION PLAN MAY RECEIVE RUNOFF FROM SOIL BORING CO2 =02 CONSTRUCTION ACTIVITIES. INSTALL B-1 c_11 A A^ p INLET SEDIMENT PROTECTION PER ''0' 20' 0 r11 80' DETAIL 2/CO1-00 ON ALL STORM CONCRETE WASHOUT corcRErE INLETS THAT MAY RECEIVE RUNOFF. AREA W.O. AREA SCALE 1 40' Copyright©2014 Perkins+Will 1=III_ P E R K I N w -1 1=1 - -I -I -I 1=1 1 1=1 1 1=1 1 1=1 1=1-1-I 1=1 -I I: -1 1= -1 1=- UTILITY NOTES: W 1-1 i 1-1 i 1-i- - - - - -i I- -i 1-I 1 I I I I I I I I I 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL I L L =11 Q III= CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED // \// IIIII IIIII FOR UNCOORDINATED WORK. j / 0 0 IIII I IIII 2. ALL SERVICE CONNECTIONS WITH LESS THEN 5 FEET OF COVER OVER THE TOP OF PIPE 84 10th St.South COMPACTED BACKFILL / ARE TO BE INSULATED. INSULATION SHALL BE INSTALLED FROM THE CONNECTION OF THE Suite 200/ MIN 12" - - - - - - _ - - - IIIII SERVICE AT THE BUILDING TO THE POINT WHICH THE SERVICE ATTAINS 5 FEET OF COVER. Minneapolis,MN 55403 / \ _ _ WRITTEN PERMISSION FROM ARCHITECT OR ENGINEER PRIOR TO ---�------ - - - - - = t 612.851.5000 IIIII IF f 612001 INSTALLATION OF INSULATION / Do / II III IIIII O F 3. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE www.perkinswill.com REMOVED. CONSULTANTS SPRINGLINE I III . ICI IIII IIIII DENOTES MEGALUG II-_ 4. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 1.5 IIF =1I FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT AND / III III IF -1 II= CITY OF ARDEN HILLS AND RAMSEY COUNTY STANDARDS. clvwsTRucTUIeA� PIPE EMBEDMENT / Di HAUNCH II IIII IIII 5. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, UNLESS NOTED OTHERWISE. TEES: IIII IIL�1111��MLI 6. ALL WATER MAIN SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET OVER TOP OF ' PIPE BEDDING I WATER MAIN. BKBM MIN. 7 JOINT RESTRAINTS ON ALL BEND VALVE TEE PLUGS AND HYDRANT LEADSII III ENVI H U L KIN N ALL WA MAIN I A N HILL VI G/NEERS _ MECHANICAL S, S, S,FOUNDATION II II - _ =III=III= =1. 8. SANITARY SEWER PIPING SHALL BE PVC SDR 35 UNLESS NOTED OTHERWISE. �o �o �o �o �o (AS NEEDED) ��I • I 9. STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE (RCP), UNLESS NOTED 0 0 0 0 0 0 0 0 0 0 0 BEDDING MIN 4" \)0000000���� X-C / III III OTHERWISE. ALL 12-INCH THROUGH 18-INCH RCP STORM SEWER PIPE SHALL BE CLASS 5930 Brooklyn Boulevard 5. RCP PIPE LARGER THAN 18-INCH SHALL BE CLASS 3 UNLESS NOTED OTHERWISE. Minneapolis MN 55429-2518 ALL STORM SEWER PIPE THAT IS EXTENDED TO THE BUILDING FOR ROOF DRAIN SERVICES 763 843-0420 Fax: 763 843-0421 IS TO BE PVC, SCHEDULE 40. -III-III-I -I 1- 1-I 1-1 Is1-111-111-1 1-I I- 1-I www.bkbm.com NOTES: %1T1=I I-ITI-ITI-ITI-FI WI F,1=1T1=1T1-ITI-111-IT1=1I11=1111: 10. ALL FLARED END SECTIONS ARE TO HAVE TRASH GUARDS, ALL DOWNSTREAM FLARED END 1. THE MINIMUM TRENCH WIDTH "W" SHALL BE W=Do+16" OR 1.25*Do+12 WHICHEVER IS O O `O z SECTIONS SHALL HAVE GEOTEXTILE FABRIC AND RIPRAP PER MNDOT STANDARDS, AS GREATER. HYDRANT LEADS: WORD "WATER" ON COVER � DETAILED. 2. PIPE EMBEDMENT MATERIAL SHALL BE CLASS I OR CLASS II MATERIAL. REFER TO 11. CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC, TELEVISION AND MICHAUD COOLEY SPECIFICATIONS FOR DETAILS. ---„-----= - _ _ ;- TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. ERICKSON 3. REFER TO ASTM D2321-05 "UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR I'-"'-"' 1- \/j\\/j\\/j\\ \\//\\//\\//\\//� 12. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF THE BUILDING SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS" FOR DETAILS. OR WATER SERVICE LINE SHALL BE TESTED IN ACCORDANCE WITH MN PLUMBING CODE. 333 SOUTH SEVENTH STREET,SUITE 1200 MINNEAPOLIS,MN 55402 _ 13. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GAS TIGHT OR -I O z \�//\\/�\\/\ WATER TIGHT IN ACCORDANCE TO MN PLUMBING CODE. APPROVED RESILIENT RUBBER www.michaudcooley.com III III _ �/ o JOINTS MUST BE USED TO MAKE WATER TIGHT CONNECTIONS TO MANHOLES, CATCH P:612.339.4941 7 TYPICAL PIPE BEDDING FOR PVC AND H D P E -III- THREE-PIECE SCREW-TYPE \ Q BASINS, AND OTHER STRUCTURES. GROUT RINGS ARE AN ACCEPTABLE ALTERNATIVE. NOT TO SCALE ill Ili VALVE BOX (SEE CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF CO3-00 Ili SPECIFICATIONS) w w COMPACTED EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. CROSSES: II' in N BACKFILL UNDISTURBED I1 Q SOIL ill e I > Q SEE PLAN AND SPECIFICATIONS iLI_I_I-III-111=III=III=1 I I Jj I=11 =111=III-11 I'='�L FOR SIZE AND TYPE OF GATE w \/ 1 CU. YD. WASHED POLISHED BRASS POTTER - ROEMER, FDC MODEL NO. VALVE AND BOX. w \\' GRAVEL OR 5845 4"x2 OR BENDS: /�� CRUSHED ROCK. APPROVED EQUAL COVER WITH TIE TO TEE POLYETHYLENE _ NOTES: W/ MIN. OF TWO 3/4" 1 CU. YD. -"-IiI=IT1=III=III=ITI=III-111-111=1I11=III=1I1 1. MEGALUGS TO BE USED AT ALL DIA. RODS CONC. MECHANICAL JOINTS. BLOCKING. 2. PLACE CONCRETE BLOCK UNDER ALL SLEEVES: GATE VALVES AND HYDRANTS. 3. THRUST BLOCKING AT ALL TEES, BENDS AND AT HYDRANTS. 8" SEGMENT \_8" SEGMENT CONCRETE BLOCK CONCRETE IDENTIFICATION 4"x9" COMPANION BLOCK. 18-1/2" NAME PLATE F FLANGE PU D 4GSCHEDULE 40 D 3'x3% 4" THICK APPLICATION GALVANIZED PIPE CONCRETE PAD 5 TYPICAL MEGALUG LOCATION 3 TYPICAL HYDRANT WITH GATE VALVE AND BOX C CO3-00 NOT TO SCALE CO3-00 NOT TO SCALE MAY 02, 2016 SET RINGS IN FULLY MORTARED 3/8" BED. PLASTER EXTERIOR WITH _ DETAIL SEE UTILITY PLAN FOR NEENAH 1/2" MORTAR, DO NOT PLASTER -IIIIII-III -IIIIIIIIIIIIIIIIIIIIIIIII CASTING INFORMATION. INTERIOR. 11111111111 WATERTIGHT CONNECTIONS =IIIIII=III= =IIIIIIIIIIIIIIIIIIIII11 11 111 11 _I 11 111 111 111 111 111 111 4" DUCTILE -IIIIII-III -IIIIIIIIIIIIIII-IIII IRON SPIGOT FxPE _ =III IIIIIIIIIIIIIII INTEGRALLY CAST =1 = 1= =1 =1 =1 =1 =1 =1 BUTTRESS TO BE SLEEVE SEAL MINIMUM OF 2, MAXIMUM OF 4 NOT FOR = = = = = = = = POURED AGAINST FIRM (LOCK JOINT OR EQUAL) CONCRETE ADJUSTMENT RINGS 27 =IIIIII=III= =IIIIIIIIIIII11I UNDISTURBED EARTH. ° CONSTRUCTION \ See � ot� 3 1- =1 =1 =1 1= =1 =1 =1 =1 COMPACTED BACKFILL II 12" WIDE POLYPROPYLENE O.C. �UIII111111111111112921M ) -IIIIII= 1- _ _ A (ASTM 2146 ENCASED �, MANHOLE STEPS CONFORMING LAND 0 LAKES A TO ASTM C-487. / " ••:��• � " HEADQUARTERS �\ STEEEXTEL AL TAKESTAINLESS CLAMPS ° 4" MECHANICAL JOINT 90 W/ i CONSOLIDATION MEGALUG RESTRAINTS o ECCENTRIC CONE WITH PRECAST 1 RISER SECTIONS Do/6 MIN Do CORED SLEEVE SEAL AS REQ. a AUTOMATIC BALL DRIP DRAIN �\ (KOR-N-SEAL OR EQUAL) VALVE LOCATED AT LOWEST PLAN - 22 1 /2° BEND POINT IN PIPING GRAVEL DRAIN FIELD TO BE HAUNCH BUTTRESS AI ST ° SIZED TO ADEQUATELY SPRINGLINE �' � � � POURED AGAINST FIRM ACCOMMODATE DRAINAGE \ LOWER SIDE UNDISTURBED EARTH` - BRACE RA UNDISTURBED PL EARTHAGAINST c,� Ili.. INTERNAL EXPANDING m Di �o<<c, P LOCKING BAND (NON- MAGNETIC 4s" DIA. STAINLESS STEEL) 8 FIRE DEPARTMENT CONNECTION CO3-00 NOT TO SCALE cR III. �' �F SEE DETAIL OF REQUIRED PRECAST INVERT \ \ \ \ /\ INTEGRALLY CAST GASKET WATERTIGHT CONNECTIONS mz ' (A-LOCK OR EQUAL) //%�/,O / Do/3 6" MIN. BEDDING Do/24 MIN 3" MIDDLE BEDDING LOOSELY P - EXCEPT TYPE 4 PLACED UNCOMPACTED \V OUTER BEDDING MATERIALS AND BEDDING EXCEPT TYPE 4 III V COMPACTION EACH SIDE SAME 0 0. REQUIREMENTS AS HAUNCH a � ° � � ° LAND O'LAKES STANDARD TRENCH INSTALLATION SOIL AND MINIMUM STANDARD PROCTOR PLAN - 90` BEND PLUGGED CROSS a 2°MINA COMPACTION REQUIREMENTS PIPE SHALL REST ON 4001 Lexington Ave N. HAUNCH AND OUTER BUTTRESS TO BE UNDISTURBED EARTH AND Arden Hills, MN 55126 INSTALLATION TYPE LOWER SIDE POURED AGAINST FIRM NOT BEAR DIRECTLY ON BEDDING CONCRETE SHALL BE 90% CATEGORY I IN CONTACT WITH THIS ��/ UNDISTURBED EARTH. MANHOLE PRECAST INTEGRAL KEYPLAN TYPE 1 95% CATEGORY I 95% CATEGORY II QUADRANT OF PIPE. \ 10` - SEE BASE AND BOTTOM NOTE 3 BARREL SECTION 100% CATEGORY III X -I 85% CATEGORY I LDS /� 1_ NOTES: 90% CATEGORY 1 C' - A TYPE 2 95% CATEGORY II 90% CATEGORY II / C,'CZ C3 /\\ - PRECAST RISER SECTIONS TO MEET ASTM 95% CATEGORY III I ••/�� C� . . N C-478 85% CATEGORY 1 85% CATEGORY 1 \ 90' /� JOINTS BETWEEN PRECAST SECTIONS TYPE 3 90% CATEGORY II 90% CATEGORY II BEDDING / /� A �; ��.� : . SHALL USE 0-RING RUBBER GASKET 95% CATEGORY III 95% CATEGORY III \ MATERIAL NO COMPACTION REQUIRED, NO COMPACTION REQUIRED, CONFORMING TO ASTM C-443 TYPE 4 EXCEPT IF CATEGORY III EXCEPT IF CATEGORY III APPROX. 1:1 SLOPE I- WATERTIGHT PIPE CONNECTIONS SHALL USE 85% CATEGORY III USE 85% CATEGORY III WERE DEPTH BELOW MEET ASTM C-923 & C-443 AND ALLOW PIPE EXCEEDS 6" FOR 10' DEFLECTION IN ANY DIRECTION. EQUIVALENT SOIL CLASSIFICATIONS FOR SOIL DESIGNATIONS SECTION A-A PLAN - 45° BEND SOIL UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) MN/DOT SPECIFICATION 1 SANITARY SEWER MANHOLE ISSUE CHART CATEGORY I CLEAN COURSE GRAINED SOILS: SW, SID, GW, GP, OR ANY COARSE FILTER AGGREGATE CO3-00 NOT TO SCALE NOTES: MARK ISSUE DATE SOIL BEGINNING WITH ONE OF THESE SYMBOLS WITH 12% MN/DOT 3149.2H 1. DIMENSIONS IN TABLE ARE BASED ON A WATER PRESSURE OF 150 P.S.I. OR LESS PASSING A #200 SIEVE AND AN EARTH RESISTANCE OF 1 TON PER SQUARE FOOT. CATEGORY II COURSE GRAINED SOILS WITH FINES: GM, GC, SM, SC, OR AGGREGATE BEDDING 2. DIMENSIONS C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE 0 ANY SOIL BEGINNING WITH ONE OF THESE SYMBOLS MN DOT 3149.2G EQUAL TO OR LARGER THAN 4 B / 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT CONTAINING MORE THAN 12% PASSING A #200 SIEVE INTERFERING WITH M.J. BOLTS. CATEGORY III FINE GRAINED SOILS: CL, ML, (OR CL-ML, CL.ML, ML/CL) NOT APPLICABLE 4. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POUR IS AGAINST WORD WITH LESS THAN 30% RETAINED ON A #200 SIEVE. FIRM UNDISTURBED EARTH. "WATER" ON COVER DESIGN BUTTRESS DIMENSIONS \�\�\�\ 1. COMPACTION AND SOIL SYMBOLS-I.E. "95% CATEGORY I" REFERS TO CATEGORY I SOIL PIPE 22 1& Bend 45° Bend 90' Bend �j// \i GRADE I hereby certify that this plan, specification MATERIAL WITH MINIMUM STANDARD PROCTOR COMPACTION OF 95%. \ or report was prepared by me or under 2. SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST THE SAME SIZE B1 D1 B2 D2 B3 D3 COMPACTED 'i\\/\\ COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONE. 6" 1'-5" 1'-5" 1'-5" 1'-5" 2'-1" 1'-6" BACK FILL / my direct supervision and that I am a duly 3. THE TRENCH WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO 8" 1'-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" \, Q Licensed Professional Engineer under the ATTAIN SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. 12" 1'-10" 1'-10" 3'-4" 2'-0" 4'-9" 2'-6" THREE-PIECE SCREW-TYPE laws of the state of Minnesota. 4. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF VALVE BOX SEE 16" 3'-0$$ 2'-0" 3'-1 D" 3'-0" 6'-2" 3'-6" ( c� EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION w 20" 3'-6" 2'-8" 5'-6" 3'-4" 8'-4" 4'-0" SPECIFICATIONS) AS SPECIFIED FOR THE SOIL IN THE BACKFILL ZONE. mQ N 5. NO BEDDING IS REQUIRED FOR TYPE 4 STANDARD INSTALLATION. 24" 4'-0" 3 -0 6'-10" 3'-10" 9'-8" 5'-0" : o 6. REFER TO ASTM C1479-07 FOR DETAILS. 7. TYPE III BEDDING SHALL BE USED UNLESS NOTED OTHERWISE. > Q KEVIN A.BOHL z Date 05-02-2016 Lic.No. 52209 a ii Job Number 15401 r6 ,**' TYPICAL PIPE BEDDING FOR RCP AND DIP 4 THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS SEE PLAN AND SPECIFICATIONS Drawn WH-NA CO3-00 NOT TO SCALE CO3-00 NOT TO SCALE VALVE AND BOX.ZE AND Checked OF GATE Checked TJC Approved KAB 8" SEGMENT UTILITY NOTES AND CONCRETE BLOCK DETAILS 2 GATE VALVE AND BOX INSTALLATION CO3-00 NOT TO SCALE CO3=00 Copyright©2014 Perkins+Will RIPRAP REQUIRED P E R K I N MANHOLE STEPS SHALL BE PLACED ON SIZE OF CU. YD. THE DOWNSTREAM SIDE FOR ALL LINES 6'- 1 MAX. PIPE MN/DOT 3601 CL II UP TO 36" DIAMETER PLACE STEPS ON + W I L L 12" TO 24" 4 RIGHT HAND SIDE WHEN FACING 27" TO 33" 8 DOWNSTREAM FOR ALL LINES OVER 36" 36" TO 48" 12 84 10th St.South 12 TIE , 16 Suite 200 FLUSH WITH FINISH GRADE. 6" OVERLAP HOLES 54" TO 72" flow Minneapolis,MN 55403 30" ACCESS RISER t 612.851.5000 REFER TO PLANS REFER TO SEWER TABLE ON f 612.851.5001 CONCRETE FOR LOCATIONS NOTES: UTILITY PLAN FOR CASTING SIZE www.perkinswill.com COLLAR FILTER FABRIC 1. TIE LAST 3 JOINTS. USE 2 TIE BOLT AND STYLE. MN/DOT 3733 TYPE 1 $4i� ? FASTENERS PER JOINT INSTALLED AT 600 PLAN CONSULTANTS EXISTING GROUND CONCRETE ADJUSTMENT RINGS ALLOWED. TOP VIEW FROM TOP OF BOTTOM OF PIPE. 6" MN. (ELEVATION VARIES) 6" - 2. PROVIDE 3 CLIPS TO FASTEN TRASH GUARD CIVIUSTRUCTURAL COARSE FILTER AGGREGATE 00 TO FLARED END. HOT DIP GALVANIZE AFTER 6" PRECAST REINFORCED 6" SET PIPE ON 30" MN/DOT 3149.2H FABRICATION. CONCRETE MANHOLE SLAB. LINE AND LEVEL BKBMPERFORATED DRAIN TILE N 12" WIDE POLYPROPYLENE (ASTM o°o°o°o°o°o°o°o°o °o°o° °o°o°o°o°o °°o°o° °o°o°o°o° °o°o°o°o°o o°o°o° °o°o°o PIPE REFER TO MN/DOT 2146) ENCASED MANHOLE STEPS N t��&oot_ ° N ° N�N� 01-0 o ° o� N� Noot- ° N N CONFORMING TO ASTM C-487 ENGINEERS ° THERMOPLASTIC PIPE 3245 - - ��� I � ° � ° 12" MINSTI . SIDE/END STONE WIDTH (M.A. INDUSTRIES PS-I-PF) OF ° ° �gib° ° qb° ° 3/4" - 2" CLEAN CRUSHED, ANGULAR STONE DRAIN TILE ANCHOR BOTH SIDES EQUAL 1 °� °&° ° PACK REINFORCED PRECAST CONCRETE o°o°o°o° ° TIE 0 0 � o o � 71 MANHOLE SECTIONS SHALL 8 ° ° ° + ° ° + ° ° ° - HOLES TRASH GUARD 5930 Brooklyn Boulevard 8 8 ° 0 8�° MN/DOT 3733 GEOTEXTILE „H„ �, CONFORM TO ASTM C478 Minneapolis, MN 55429-2518 o�o 0�8 oo N4�° SEPARATION FABRIC. SIZE OF BARS "H" BOLTS o VARIES STANDARDS (763) 843-0420p Fax: (763) 843-0421 60" ° oo ° o ° oho o�o�o ° Iq, PIPE `o ALL JOINTS IN MANHOLE TO PERFORATED to A o ° o - ° ° o ° HAVE "0" RING RUBBER PIPE. � °�� °`��� °`�� °`� PROPOSED GRADE 12' TO 18" 3/4" 4" 5/8" GASKETS. WWW.bkbm.Com 24' 4CLEAN WASHED SAND tE 21" TO 42" 1 6" 3/4" PIPE SHALL BE CUT OUT FLUSH SIDE VIEW 48" TO 72" 1-1/4" 12" 1" WITH INSIDE FACE OF WALL MICHAUD COOLEY PROVIDE A 6 CLAY CAP MINIMUM SLAB THICKNESS, 6" ERICKSON FOR 14' DEPTH. INCREASE 333 SOUTH SEVENTH STREET,SUITE 1200 6-INCH PERFORATED 6-INCH PERFORATED THICKNESS 1" FOR EVERY 4' MINNEAPOLIS,MN 55402 PVC DRAIN TILE WITH PVC DRAIN TILE WITH FOUNDATION WALL BACKFILL 6 OF DEPTH GREATER THAN 14'. SILT SOCK SILT SOCK THAN GRANULAR MATERIAL HAVING L www.michaudcooley.com SIEVE SAND PLESS THAN 5%ASSING THE NO. 4 4 FLARED-END SECTION SECTION /2U IAMETERMOFFPPENANDE TO P:612.339.4941 1. UTILIZE CARE WHEN LOWERING UNIT INTO THE ROW LENGTH: 310 FEET PASSING THE N0. 200 SIEVE. CO3-01 NOT TO SCALE SLOPE GROUT 2" TOWARD TRENCH. HANDLE USING NYLON SLINGS AND TWO NUMBER OF ROWS: 10 DRAIN TILE PACKa FLOOR SLAB INVERT. PICK POINTS. NUMBER OF HEADERS: 2 2. PLACE BACKFILL AROUND THE UNIT IN UNIFORM FILTRATION VOLUME: 67,019 CUBIC FEET 8"-12" LIFTS, COMPACTED TO 95% SPD. TOTAL STORAGE VOLUME: 95,804 CUBIC FEET COMMON B 3 THEN THE UNIT DOWNSTREAMCONSISTS SECTION OF 2 F FIRST.SECTIONS, ONECTPANDE 1 STORM SEWER MANHOLE/CATCH BASIN HOME THE REMAINING SECTIONS. LOCATION/SIZE VARIES BUILDING FOOTING B CO3-01 NOT TO SCALE 4. ALL CONNECTION POINTS ARE TO BE SOIL PROOF. 5. ACCESS RISERS AND CONCRETE COLLARS SHALL BE W DESIGNED TO WITHSTAND HS25 LOADING. 0 4 I 1� N � A A (" 10 FILTRATION TANK SYSTEM - EAST 7 BUILDING PERIMETER DRAIN TILE CO3-01 NOT TO SCALE CO3-01 NOT TO SCALE DIPIPE o CD RIPRAP REQUIREMENTS PLACE STEPS ON RIGHT HAND SIDE DIA. 12 18" WHEN FACING DOWNSTREAM. d OF DEPTH DEPTH 0 ROUND CLASS II CLASS III PU D I 1L PIPE W L RIPRAP RIPRAP N 4 (IN.) (FT.) (FT.) (CU. YDS.) (CU. YDS.) B 12 6.0 8 2.8 4.1 FLOW APPLICATION 15 6.5 8 2.9 4.4 PLACE STEPS ON RIGHT HAND SIDE L 18 7.0 10 3.9 5.9 MAY 02 2016 '. LOPE GROUT_`' WHEN FACING DOWNSTREAM. 21 7.5 10 4.2 6.3 ' FLUSH WITH FINISH GRADE. 24 8.0 12 5.5 8.3 30" ACCESS RISER PLAN 27 8.5 12 5.3 8.7 10. 30 9.0 14 7.3 10.9 SEE UTILITY PLAN FOR NEENAH REFER TO PLANS 36 10.0 16 9.2 13.8 PLAN CASTING INFORMATION. CONCRETE FOR LOCATIONS 42 10.5 18 10.9 16.3 FLOW 2'-0" 48 1 1.0 20 12.9 19.4 COLLAR DIA. OF RIP-RAP MINIMUM OF 2, MAXIMUM OF 4 LOPE GROUT;:' EXISTING GROUND PIPE CONCRETE ADJUSTMENT RINGS 6" MIN. (ELEVATION VARIES) o SEE NOTE 1 ALLOWED. SEE UTILITY PLAN FOR NEENAH 6" SET PIPE ON 30" �y��\\ \%���i CD PLAN CASTING INFORMATION. LINE AND LEVEL 0 - NOT FOR �- GRANULAR FILTER BLANKET _ 27 CONSTRUCTION 8 ° o 8 ° 8 8 8 8 8 00 8 8 8 8 8 8 & ° 8 8 8 8 8 8 8 8 ° 8 SEE NOTES 2 AND 3 /����i�� �iyi�i�����/� MINIMUM OF 2, MAXIMUM OF 4 8� ° 8� ` ° ° o `�° CONCRETE ADJUSTMENT RINGS f }� ° o ° ° ° 12" MIN. SIDE/END STONE WIDTH SECTION A-A ALLOWED. 8�8`b8`j8`jo�o`j° ° 0�8 o�o` 0 M. 3/4" - 2" CLEAN CRUSHED, ANGULAR STONE 18�8tot0�0 8�8 8�8�8 ° ° o ° ° ° RIP-RAP MANHOLE STEPS, NEENAH R1981J ° + SEE NOTE 1 OR EQUAL, 15" O.C. ALUMINUM LAND 0 LAKES 4�4�4�4�° MN/DOT 3733 GEOTEXTILE STEPS APPROVED. 27„ oo SEPARATION FABRIC. HEADQUARTERS N 1 ° �i r PERFORATED I �° 0. � �° Cqco -� /\/ �'�\\ NOTE: VARIES REINFORCED PRECAST CONCRETE PIPE. +- 8�0�0�0� 0�0 ° ° o 0�8�8�0 8�8�Vo ° ° 8 0�0�8�0�o- '�% MANHOLE SECTIONS SHALL CONSOLIDATION 1 GRANULAR FILTER BLANKET �;!������� 1. FOR PIPES GREATER THAN 30" USE 1'-6". CONFORM TO ASTM C478 SEE NOTES 2 AND 3 2. THE CONTRACTOR AT HIS OPTION, MAY STANDARDS. MANHOLE STEPS, NEENAH R1981J _ SUBSTITUTE A GEOTEXTILE FABRIC ALL JOINTS IN MANHOLE TO OR EQUAL, 15" O.C. ALUMINUM SECTION B-B BLANKET, Mn/DOT SPEC. 3601, FOR THE HAVE "0" RING RUBBER GASKETS STEPS APPROVED. CLEAN WASHED SAND GRANULAR FILTER BLANKET UNLESS 24 OTHERWISE NOTED IN THE SPECIFICATIONS. o SCH 40 PVC REINFORCED PRECAST CONCRETE 6-INCH PERFORATED 6-INCH PERFORATED 3. VOLUMES OF GRANULAR FILTER SHALL BE > 6" VARIES PVC DRAIN TILE WITH PVC DRAIN TILE WITH MANHOLE SECTIONS SHALL SILT SOCK SILT SOCK 1/2 THE VOLUME OF OF RIP-RAP AT ANY ,-PIPE SHALL BE CUT OUT FLUSH CONFORM TO ASTM C478 GIVEN PIPE DIAMETER. 4WITH INSIDE FACE OF WALL. STANDARDS. 4. RIP-RAP SHALL BE PLACED IN ALL JOINTS IN MANHOLE TO 1. UTILIZE CARE WHEN LOWERING UNIT INTO THE ROW LENGTH: 170 FEET ACCORDANCE WITH Mn/DOT SPEC. 2511. flow a� HAVE 0" RING RUBBER GASKETS NUMBER OF ROWS: 5 v � TRENCH. HANDLE USING NYLON SLINGS AND TWO NUMBER OF HEADERS: 2 WEIR OVERFLOW AT TOP OF PICK POINTS. FILTRATION VOLUME: 19,705 CUBIC FEET 0 2. PLACE BACKFILL AROUND THE UNIT IN UNIFORM SCH 40 P C > OUTFLOW PIPE. 8"-12" LIFTS, COMPACTED TO 95% SPD. TOTAL STORAGE VOLUME: 30,244 CUBIC FEET 5 RIP-RAP AT FLARED ENDS 6' 3. WHEN THE UNIT CONSISTS OF 2 SECTIONS, PLACE FERNCO COUPLING IPE SHALL BE CUT OUT FLUSH CO3-01 NOT TO SCALE TO CONNECT PVC WITH INSIDE FACE OF WALL. THE DOWNSTREAM SECTION FIRST. CONNECT AND TO RCP � HOME THE REMAINING SECTIONS. MINIMUM SLAB THICKNESS 6" FOR 4. ALL CONNECTION POINTS ARE TO BE SOIL PROOF. U) flow 5. ACCESS RISERS AND CONCRETE COLLARS SHALL BE _ 14' DEPTH. INCREASE THICKNESS 1" DESIGNED TO WITHSTAND HS25 LOADING. FOR EVERY 4' OF DEPTH GREATER N 12" THAN 14'. 6" OVERLAP 8 FILTRATION TANK SYSTEM - SOUTH LAND O'LAKES MINIMUM SLAB THICKNESS 6" FOR CO3-01 NOT TO SCALE SECTION 14' DEPTH. INCREASE THICKNESS 1" 4001 Lexington Ave N. 00 FOR EVERY 4' OF DEPTH GREATER FILTER FABRIC THAN 14'. MN/DOT 3733 TYPE 1 2� Arden Hills, MN 55126 KEYPLAN COARSE FILTER AGGREGATE 6" 10 MN/DOT 3149.2H 2 SUMP MANHOLE SECTION CO3-01 NOT TO SCALE PERFORATED DRAIN TILE PIPE REFER TO MN/DOT N 1 1 SUMP MANHOLE WITH WEIR THERMOPLASTIC PIPE 3245 CO3-01 NOT TO SCALE DRAIN TILE FLUSH WITH FINISH GRADE. PACK BITUMINOUS MATERIAL 30" ACCESS RISER 36" REFER TO PLANS CONCRETE FOR LOCATIONS COLLAR BASE MATERIAL BACK OF CURB C° BACK OF CURB ° ...................................... = EXISTING GROUND o cO VA 6" MIN. (ELEVATION VARIES) . .. . .. ... ... ... ... ... I O - ISSUE CHART 6" SET PIPE ON 30" N MARK ISSUE DATE LINE AND LEVEL �- O 0 0 0 8 8 0 0 8 0 0 0 0 0 8 0 0 ° o 0 8 ° 0 4" PERFORATED DRAIN f 0�8�8�08018�0 0� o 0�0 8 to 12" MIN. SIDE/END STONE WIDTH TILE WRAPPED IN PEA 3/4" - 2" CLEAN CRUSHED, ANGULAR STONE ROCK AND GEOTEXTILE 1 ° ° ° ° FABRIC MN/DOT 3733 GEOTEXTILE 1 8 ° o 0 8 ° o 0 8 SEPARATION FABRIC. CATCH BASIN CASTING 30' MINIMUM 30' MINIMUM I hereby certify that this plan, specification 60" ° ° NEENAH R3067 OR PERFORATED N EQUAL WITH DL OR DR PLAN PIPE. GRATE. 2" RADIUS or report was prepared by me or under ' CURB BOX. 4 DIAMETER 4 DIAMETER CLEAN WASHED SAND GRATE TO BE 2" BELOW GUTTER my direct supervision and that I am a duly 24" DRAIN TILE DRAIN TILE GRADE. SLOPE GUTTER 10' EACH Licensed Professional Engineer under the MINIMUM OF 1, MAXIMUM SIDE TO CATCH BASIN. laws of the state of Minnesota. OF 4 CONCRETE F_ 6-INCH PERFORATED 6-INCH PERFORATED ADJUSTMENT RINGS VARIABLE PVC DRAIN TILE WITH PVC DRAIN TILE WITH CONC. CURB AND GUTTER ALLOWED. 4" SILT SOCK SILT SOCK CATCH BASIN 4"MIN. KEVIN A.BOHL 4„ Date 05 02 2016 Lic.No. 52209 1. UTILIZE CARE WHEN LOWERING UNIT INTO THE ROW LENGTH: 120 FEET 1) A MINIMUM OF 60 FEET OF DRAIN TILE SHALL BE PLACED AT ALL LOW POINT CATCH MORTAR BETWEEN TRENCH. HANDLE USING NYLON SLINGS AND TWO NUMBER OF ROWS: 17 Z Job Number 15401 PICK POINTS. NUMBER OF HEADERS: 2 BASINS. CASTING, RINGS AND w g 24"x36" PRECAST 5" cn 2. PLACE BACKFILL AROUND THE UNIT IN UNIFORM FILTRATION VOLUME: 47,629 CUBIC FEET STRUCTURE Drawn WH-NA TOTAL STORAGE VOLUME: 67,020 CUBIC FEET 2) 4" PERFORATED DRAIN TILE WITH GEOTEXTILE SOCK SHALL BE PLACED IN A MINIMUM OF 3" GROUT Q 8"-12" LIFTS, COMPACTED TO 95% SPD. 12" OF FINE FILTER AGGREGATE ( " DIA. PEA ROCK). > Checked TJC 3. WHEN THE UNIT CONSISTS OF 2 SECTIONS, PLACE CONCRETE COLLAR TO 4» _ THE DOWNSTREAM SECTION FIRST. CONNECT AND ENCASE CASTING AND HOME THE REMAINING SECTIONS. 3) THE FIRST 18" AT CATCH BASIN SHALL BE SOLID WALL SCH 40 PVC. RINGS. CONCRETE CURB w w Approved KAB 4. ALL CONNECTION POINTS ARE TO BE SOIL PROOF. DRAIN TILE SHALL BE PLACED BEHIND THE PROPOSED CURB LINE. AND GUTTER MIX, OR 5. ACCESS RISERS AND CONCRETE COLLARS SHALL BE 4) MAINTAIN POSITIVE SLOPE AWAY FROM CATCH BASIN AT ALL TIMES. DRAIN TILE SLOPE MORTAR MIX (SPEC. DESIGNED TO WITHSTAND HS25 LOADING. 2506.28) SHALL BE SHALL MATCH PROPOSED AT GRADE SLOPE OR 0.5 PERCENT, WHICH EVER IS GREATER. USED FOR COLLAR. 6 UTILITY NOTES AND 5) FOR CATCH BASINS NOT LOCATED IN A CURB LINE CONTRACTOR SHALL EXTEND DRAIN TILE SECTION DETAILS IN 4 DIRECTIONS, IN THE SHAPE OF AN "X", FOR 15-FEET FROM EDGE OF CATCH BASIN 9 FILTRATION TANK SYSTEM - WEST STRUCTURE. NOTES: CO3-01 NOT TO SCALE 6) NO DRAIN TILE WILL BE ALLOWED WITHIN 10-FEET OF ANY WATER LINE. 1. RIGHT HAND GRATE SHOWN IN PLAN VIEW. 2. REINFORCED PRECAST CONCRETE CATCH BASIN SECTIONS 7) DRAIN TILE SHALL CONNECT TO STRUCTURE AT 26" AND 29" BELOW RIM ELEVATION FOR SHALL CONFORM TO ASTM C478 STANDARDS. LIGHT DUTY AND HEAVY DUTY BITUMINOUS PAVEMENT RESPECTIVELY. 3 24" x 36" PRECAST CATCH BASIN CO3 =01 6 DRAIN TILE FOR LOW POINT CATCH BASINS CO3-01 NOT TO SCALE CO3-01 NOT TO SCALE Copyright©2014 Perkins+Will P E R K I N �w� EXISTING BUILDING + W 2—STORY BRICK OFFICE POND P TOP W� D LAND O'LAKE$ INC HEADQUARTERS INa 98P+93].a� &EVAT70N-9X..6 8.2 i0P 8].5 400/LEXINGTOIV AUENLE N l Q P NTU v, ,OP OF WATM 9130I/5 ui II II ELE g�//53&6 I 84 10th St.South I Suite 20 Minneapolis,MN 55403 t 612.851.5000 f612.851.5001 L — — — — — - www.perkinswill.com 29 \ I - - - - - , s !r2TS- - - - - - - - - - - - - - - - - - - I��_9­ NVs�'— CONSULTANTS—9e 2SN IN 959.3 CIVIL/STRUCTURAL SEH,WA E/NC.APLANIN R � `'� I GATED 6-29-6/ 27 28 8 g I I \ y BKBM \ ♦ ENGINEERS \ \ 5930 Brooklyn W E T L A N D �' \ �e . Minneapolis, MN 55429-2518 1-31 / \ 1_30 GONG �BENCH MARK j¢3 (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com T 9 . ` SPN ' I OP-95351.2 8 g MICHAUD COOLEY WETLAND RAGS (SEE NOTE)--1-N\� \ 333 SOUTH SEVENTH STREET,SUITE 1200 5 STRM #A8 - - - \ MINNEAPOLIS,MN 55402 STRM #A9 www.michaudcooley.com / � / \ / STRM #A7 1 P:612.339.4941 / 4 \ WETLAND WETLAND /' 5 / \ mGE CF WATER ST M #A2 STRM #A I 23 \\ 1 I - \ 32 STRM #A4 M #A3 I STRM #A5 STRM #A6 _3 S ry — w- 3A8 + \ I #A10 STRM Al2 \ 1_, I STRM A 14 \ WETLAND RAGS (SEE NOTE) - 4 I STIR #A13 PU D STIR #All APPLICATION WETLAND ` MAY02, 2016 1 WETLAND FLAGS 5 (SEE NOTE) \ \ \ ` RM #A20 \ �Ayy WE LAN D NOT FOR - 5 % CONSTRUCTION 12 ST M 19 � \ F i STRM #A 16 ❑5 1 5 STRM � 15 � ❑5 ,,.. ST 18 LAND O'LAKES 5 , HEADQUARTERS STRM #A 17 -♦ � ♦ v CONSOLIDATION ` MANHOLE ON ` \ CONCRETE \ V \ SKIMMER I—n ` ♦ loll — — V D _ _ _ 01 1-13 1-16 snry - WETLAND TI — 1-14 NV-9R. 1-15 I * ol 5 FT CHAIN LINK FENCE 5 fT OR AN l/N k c�a fFNC f n+v-osa e R e� FT C"AM UNK FENCE N �6'/k E� — — CE ry'VQ LAND O'LAKES 2 �N "K FENCE KEYED NOTES 4001 Lexington Ave N. �FRS�ArFN KEYED NOTES ARE DENOTED BY NO ON PLAN. Arden Hills, MN 55126 KEYPLAN �j INSTALL SOUTH INFILTRATION SYSTEM PER DETAIL 8/CO3-01 WITH ACCESS RISERS WHERE SHOWN ON PLANS. INFILTRATION SYSTEM SHALL HAVE AN INFILTRATION VOLUME OF 19,705 CUBIC FEET, A TOTAL VOLUME OF 30,244 CUBIC FEET, AND MEET THE RATE CONTROL REQUIREMENTS INDICATED ON SHEET C05-01. ANY ALTERNATE DESIGNS MUST BE APPROVED BY CIVIL ENGINEER PRIOR TO CONSTRUCTION. INSTALL A MINIMUM OF 2 ACCESS / INSPECTION RISERS PER MANUFACTURES SPECIFICATIONS. 1 UTILITY PLAN — PHASE ONE ❑2 NOT USED. CO3-0 1 = 40 �3 NOT USED. ® INSTALL SUMP CATCH BASIN/MANHOLE. REFER TO DETAIL 2/CO3-01. �5 INSTALL DRAIN TILE AT LOW POINT CATCH BASINS. REFER TO DETAIL 6/CO3-01. © NOT USED. ❑7 NOT USED. ISSUE CHART ® NOT USED. IMARKI ISSUE DATE �9 NOT USED. 10 NOT USED. 11 NOT USED. 12 NOT USED. 13 NOT USED. I hereby certify that this plan, specification ABBREVIATIONS 14 NOT USED. or report was prepared by me or under BLDG Building my direct supervision and that I am a duly BM Bench Mark 15 NOT USED. CB Catch Basin Licensed Professional Engineer under the CONIC Concrete 1s NOT USED. laws of the state of Minnesota. DIP Ductile Iron Pipe ELEV Elevation 17 NOT USED. EX Existing FFE Finished Floor Elevation 18 NOT USED. HDPE High Density Polyethylene KEVIN A.BOHL INV Invert 19 NOT USED. Date 05-02-2016 Lic.No. 52209 MAX Maximum 20 NOT USED. Job Number 15401 MH Manhole MIN Minimum 21 NOT USED. Drawn WH-NA PVC Polyvinyl Chloride IN RCP Reinforced Concrete Pipe 22 NOT USED. Checked TJC T.O.P. Top OF Pipe Approved KAB 23 REFER TO DETAIL 1/CO3-04 FOR WEIR MANHOLE DETAILS. 24 NOT USED. TITLE PROPOSED PLAN SYMBOLS 25 NOT USED. UTILITY PLAN CONSTRUCTION LIMITS — - - - - — 26 INSTALL 4-INCH FIRE DEPARTMENT CONNECTION. REFER TO DETAIL - PHASE ONE PROPERTY LINE - - 27 INSTALL 4-INCH 22.5-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. SAWCUT LINE (APPROX.) - --- - -- - 28 INSTALL 4-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF ARDEN DRAIN TILE HILLS STANDARDS AND SPECIFICATIONS. SHEET NUMBER STORM SEWER > > STUB 4-INCH FIRE DEPARTMENT CONNECT LINE TO WITHIN 5-FEET OF PROPOSED BUILDING. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. WATER MAIN COORDINATE WITH MECHANICAL ENGINEER PRIOR TO START OF CONSTRUCTION. FIRE DEPARTMENT A 40' 20' 0 40' 80' 30 NOT USED. CO3=02 CONNECTION CATCH BASIN ■ ® 31 NOT USED. MANHOLE SCALE 1n - A/�^1 32 PRIOR TO ORDERING STRM #1, CONTRACTOR IS TO VERIFY EXACT INVERT ELEVATION OF EXISTING STORM SEWER PIPE AND IMMEDIATELY CONTACT CIVIL ENGINEER WITH FINDINGS. RETAINING WALL Copyright©2014 Perkins+Will ss oN- .L1YKP ST 9 -9688 CB TOP-966.8 �TNOP-96fi.8 P E R K I N S INV=96R.T =9.7.8 S C9 . f� INV-94].5 W INV-9609 TTOP=96Z.B N IJ /1'AfP ST S INV 7A E I L W-96°/ -9aR8 if ] - 9 y o h /8"K'P SAN 6 TOP-95T.9 /0"KP SANS Cfi /a"VCP SANS [� /0"VLP SAN S /O"KP SANS Y i0P-9fi1.0 �N ,� INV-954.2 84 10th St.South SPN INV-96].l - A-K'P SAN 5 NVN 9489 NM NOV-950.0 5 ti i0P=984.} (g - i0P=966.6 4AH ^ A� T V N=954.1 9E Suite 200 NV=952.9 E/W =960.8 .y,y I5w N=951.1 N = .O �/ O /r / / ROAD A D INV-966.4 NV-948.6E i.1 950.0�N NV-953.480RT N^ �yA SNH NV_951.6 W1 NV-962.4 NE =956.2 _ N. Minneapolis,MN 55403 F INV 965.2 NV FRS E DRY NV=962.3 W /3"RCP ST S TSOP-964.8 N9�/5 FLP ST 5 Q 15'RfP 51 5 A t 612.851.5000 _966.] �� 1NV-95'9 f 612.851.5001 -934.2 3 =9640 y5 - www.perkinswill.com 9fi I.8 - 6.6 Nff CONSULTANTS e•w --------- --------- - ------ ... ... ... ,,,u ... _. ... 8 ... ... alp-... ... _. -. _. _. ... l;e_cv -----�- ----- -- ----� ---- I I maPw I� on/Pw I I amP I I °ate.. � I I CIVIL/STRUCTURAL / WETLA D z t�_ �_ � _� _ �_ �_ �_ �_ �_ �_ �_ �_ � 6H-y � �_ _MP _ _ _ _ _ _ _ _ � 3 ale I � V , STR 7 ��, / rs Y _ _- - T 1 9H J� 95]l i0V=954.4 - 2-e WETLAND GS N-949.1 N INV=948.fi 5 � \ BKBM STRM_ 10 (sEE Nod" �. ❑5 STRM #C I ENGINEERS CI ST M #C d __.___._ ._�._.,._�.._�_�_ S - - a I \ 5930 Brooklyn Boulevard 3 3 RM #C7. I 763 843Minneapolis, 0420p FIax:M 635843-0428 - STRM #D5 / STRIu� #D6 2 m ( ) www bkbm.com 3 STRM #C5 / STR 6 4 \ MICHAUD COOLEY 2-' 3 - 5 ERICKSON 1 STRM #C13 STRM #C2 10 / I 333 SOUTH SEVENTH STREET,SUITE 1200 2 2 / Qua ® 3 3 MINNEAPOLIS,MN 55402 www.michaudcooley.com g I .82 P:612.339.4941 I - STRM # S RM #C 12 ST #C I I STRM #C3 25 STRM #C I I � i #3 S R 2 Ip 2-88 o 7 SSWR #I IAll m I � 15 / aNg���1� ' 2-14 SAN 2-I - � '8.- INV-9]9.4 �18 NOTE� J I 30.0' UTILITY EASMENT / W E T L A N D ! a Y EWAPUD �•� „I I 2_15 K- - STRM 30.0' UTILI EASMENT APPLICATION STRM #C26 STRM #D9 S�RM #B10 13 15 15 15 � 14 ® SWR #4 -12 / ST M 2 I 5 ' S -- - TR I�n- ❑5 5 ❑5 I I�TRMCI8- 15 R 15 TR # 14 ST 5 - - - - - - - t-L--- -- - -- STRM #C 19 -- a %l 9NR8 S W11- OV-9 9 5 STRM #C 3 TRM #C20z STRM I 5 / STRM C28 IN""'42.26 , J ST M 21 #C # ,� I � I w� i ALL STRM #B8 15 ,;' I CLWCWALLS __,-' NOT FOR i q �IO"�& CONSTRUCTION 2-N 30.0' UTI ITY EASMENT f STRM # 5 BE7MARK/2 �' cme 2��5 5- _ _ _ _ _ _ _ _ 1/ MOCK wAL cv,% RAK 1 14 16 21 21 STRM #C34 21 STRM #C35 21 I ��q, , -s 8.2s ,2 ST #C24 28 STRM #C33 �c %' - LAND O'LAKES 2 1° 17 18 13 STRM #C32 22 -�---- -- WALLS PO-i- /.'♦ i a __ _ _ _ _ HEADQUARTERS I I I 11 { -� I STRM #C29 K2-µ 12 19 20 21 STRM #C3I �. 22 ° CONSOLIDATION FT 1 15 I 5a• I 2-6 I 2-� WETLAND FLAGS (SEE NOTE) 1 I 2-6 12 5 STRM 4D I I ' I . I 15 10 11 13 50 5SR II 30 R # 12 ❑5 12 \ - - -- -- -- - - - 13 - - - 6.0' 12 n 17 13 NVP-938.0 2, � z 13 ,4 12 13 KEYED NOTES ., Y STRM #8I8 ST M B6 30 STRM #815 STRM #816 STRM #817 16 12 18 KEYED NOTES ARE DENOTED BY NO ON PLAN. �I� ST M #814 a NOT USED. ILL- TRk4�#D12 - I / ❑2 INSTALL WEST INFILTRATION SYSTEM PER DETAIL 9/CO3-01 WITH ACCESS RISERS WHERE SHOWN ON PLANS. INFILTRATION SYSTEM SHALL HAVE AN INFILTRATION VOLUME OF i OI _ - 2 2 EXISANG BUILDING / 47,629 CUBIC FEET A TOTAL VOLUME OF 67,020 CUBIC FEET, AND MEET THE RATE 4-STORY BRICK OFFICE p`K /Q9`5 CONTROL REQUIREMENTS INDICATED ON SHEET C05-02. ANY ALTERNATE DESIGNS MUST LAND O LAKES RM O7 LAND O'LAKES, INC HEADQUARTERS sNH 5Z5 4 ` I' 400/LEANCTON AYENIEN ;NV-"�a BE APPROVED BY CIVIL ENGINEER PRIOR TO CONSTRUCTION. =93.56 I STRM #B 19 -9456 NW 2 9JNP-945.3 , _ 4001 Lexington Ave N. STRM #D8 - INSTALL:�7/ D1 ' ! _-- / 5�5 ❑3 SHOWN ONSPLANS T INFILTRATION ESYSTEM SHALL AVE0AN0INFILTRATIONEVOLUME OF WHERE Arden Hills, MN 55126 STRM #D3 31 / E A, D / 67,019 CUBIC FEET A TOTAL VOLUME OF 95,804 CUBIC FEET, AND MEET THE RATE METAL KEYPLAN I I 2 STEPS / � CONTROL REQUIREMENTS INDICATED ON SHEET C05-02. ANY ALTERNATE DESIGNS MUST �\ 2 / BE APPROVED BY CIVIL ENGINEER PRIOR TO CONSTRUCTION. etw°"i // ® INSTALL SUMP CATCH BASIN/MANHOLE. REFER TO DETAIL 2/CO3-01. / I 2 / ❑5 INSTALL DRAIN TILE AT LOW POINT CATCH BASINS. REFER TO DETAIL 6/CO3-01. I - KEYSTONE WALL 93 © RECONSTRUCT EXISTING MANHOLE TO MATCH PROPOSED GRADE. ROTATE CASTING SUCH / I 2 HAT CASTING IS NOT IN CURB LINE. IMMEDIATELY CONTACT CIVIL ENGINEER IF ROTATION F]:' OF CASTING IS NOT AN OPTION TO AVOID CURB LINE. 2 1 I 7 PROPOSED MANHOLE SHALL CONNECT TO EXISTING SANITARY SEWER. REFER TO DETAIL STRM B2 I 1/CO3-00. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. � I STRM #84 _ _ - �w M ® LOCATION OF PROPOSED SANITARY SEWER SERVICE. REFER TO SANITARY SEWER TABLE EXSTINc SUIDIac FOR INVERT ELEVATIONS AND PIPE SIZES. COORDINATE EXACT LOCATION AND INVERT q q P O A ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. L - - - - - S �24 ' - - LAND 400//TORY BRICK OFFICE-- - \ °9 I 1 I I \ R # 23 STR #B27 a .�� ❑9 WET TAP EXISTING 8-INCH WATER MAIN FOR PROPOSED 6-INCH HYDRANT LEAD. I -} 10 CONNECT TO EXISTING WATER MAIN WITH 8-INCH GATE VALVE. FOLLOW ALL CITY OF ISSUE CHART ❑5 30 5 1 ARDEN HILLS STANDARDS AND SPECIFICATIONS. INSTALL 8-INCH BY 8-INCH TEE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND MARK ISSUE DATE ' S RM #B SPECIFICATIONS. REFER TO DETAILS 4/CO3-00 AND 5/CO3-00. 12 INSTALL 8-INCH GATE VALVE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND 5 RM #BR SPECIFICATIONS. REFER TO DETAIL 2/CO3-00. / - - - - - - - - - - - �® 13 INSTALL 8-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF ARDEN / inv yy55.2 sNV 1 IN PET HILLS STANDARDS AND SPECIFICATIONS. STRM B5 DATE 5-2.9-81 14 INSTALL 8-INCH BY 6-INCH TEE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND DATED N-PLAN/ 24 ,- =I - _ 8 8 SPECIFICATIONS. REFER TO DETAILS 4/CO3-00 AND 5/CO3-00. SEE SHEET CO3-05 FOR PUBLIC WATER MAIN LOOP PLAN AND PROFILES. I hereby certify that this plan, specification STRM #D2 •,_ _ _ _ _ _ _ �' - N -� I -2T _ 1 UTILITY P LAN - P HAS E TWO or report was prepared b m 1-„ 16 INSTALL FIRE HYDRANT AND GATE VALVE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS p p p y e or under STRM #D I / / I R CO3-03 1 - 40 AND SPECIFICATIONS. REFER TO DETAIL 3/Co3-00. my direct supervision and that I am a duly / STRM/ I - �' / / ,� 2.. WATER _26 Licensed Professional Engineer under the ❑ INSTALL 8-INCH BY 4-INCH TEE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND g SPECIFICATIONS. REFER TO DETAILS 4/CO3-00 AND 5/CO3-00. laws of the state of Minnesota. - - 1 TLAN D WETLAND INSTALL 4-INCH GATE VALVE. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. REFER TO DETAIL 2/CO3-00. 19 STUB 8-INCH FIRE PROTECTION LINE TO WITHIN 5-FEET OF PROPOSED BUILDING. FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. KEVIN A.BOHL 20 STUB 4-INCH DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. Date 05-02-2016 Lic.No. 52209 FOLLOW ALL CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. Job Number 15401 2, LOCATION OF PROPOSED ROOF DRAIN LEAD. REFER TO STORM SEWER TABLE FOR INVERT Drawn WH-NA PROPOSED PLAN SYMBOLS Ind ELEVATIONS AND PIPE SIZES. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. Checked TJC CONSTRUCTION LIMITS - - - - - - 22 INSTALL PERIMETER DRAIN TILE. REFER TO DETAIL 7/CO3-01. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF CONNECTION TO BUILDING SUMP WITH MECHANICAL Approved KAB PROPERTY LINE - - CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. PROVIDE SOLID PIPE AND WATER TIGHT CONNECTIONS TO 10-FEET OF EITHER SIDE OF ALL WATER CROSSINGS PER MN ABBREVIATIONS SAWCUT LINE (APPROX.) - - -- - - - - PLUMBING CODE. BLDG Building SANITARY SEWER 23 NOT USED. UTILITY PLAN BM Bench Mark WATER PIPE 24 REFER TO DETAIL 2/CO3-04 FOR WEIR MANHOLE DETAILS. PHASE TWO CB Catch Basin CONC Concrete DRAIN TILE --- --- DIP Ductile Iron Pipe 25 REFER TO DETAIL 3/CO3-04 FOR WEIR MANHOLE DETAILS. ELEV Elevation STORM SEWER 26 NOT USED. EX Existing FIRE HYDRANT FIFE Finished Floor Elevation 27 NOT USED. HDPE High Density Polyethylene GATE VALVE N INV Invert FIRE DEPARTMENT A 28 INSTALL 4-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL CITY OF ARDEN MAX Maximum CONNECTION AO' 20' 0 A^� 80� HILLS STANDARDS AND SPECIFICATIONS.MH CO3=03 MIN Minimum CATCH BASIN ■ ® 'F L �F�J v 29 NOT USED. PVC Polyvinyl Chloride MANHOLE • SCALE 1� = 40' 30 INSTALL SUMP CATCH BASIN/MANHOLE WITH WEIR. REFER TO DETAIL 1 1/CO3-01. RCP Reinforced Concrete Pipe T.O.P. Top Of Pipe RETAINING WALL 31 ABOVE GROUND IRRIGATION TANKS. IRRIGATION TANKS TO RECEIVE STORMWATER RUNOFF. FROM PROPOSED BUILDING ROOF. 32 NOT USED. Copyright©2014 Perkins+Will P E R K I N PHASE TWO - NETWORK C STORM SEWER TABLE PHASE ONE - NETWORK A STORM SEWER TABLE + W I L CONCRETE WEIR. WEIR TO BE SEWER STRUCTURE TABLE SEWER STRUCTURE TABLE ATTACHED TO INSIDE WALL OF MANHOLE AND SEALED TO STRUCTURE NEENAH STRUCTURE NEENAH 84 10th St.South STRUCTURE RIM INVERT STRUCTURE RIM INVERT PREVENT SEEPAGE. DIMENSION CASTING PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE DIMENSION CASTING PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE ID (INCHES) TYPE ELEVATION ELEVATIONS) ID (INCHES) TYPE ELEVATION ELEVATIONS) Suite200 MANHOLE STEPS SHALL BE PLACED ON Minneapolis,MN 55403 THE DOWNSTREAM SIDE FOR ALL LINES N = 946.90 24 L.F. OF 36'' RCP @ 0.00%, STRM #C2 STRM #AI 48" MH R-1733 NA E = 947.15 135 L.F. OF 12' RCP @ 1.00%, STRM #A2 t612.851.5000 of UP TO 36" DIAMETER PLACE STEPS ON STRM #CI 60" MH R-3067 960.65 NE = 946.90 12 L.F. OF 6" HDPE @ 0.00%, STRM #C3 f612.851.5001 6" PVC DRIAN TILE. RIGHT HAND SIDE WHEN FACING W _- 948.50 -------- www.perkinswill.com DOWNSTREAM FOR ALL LINES OVER 36" STRM #C2 TANK CONNECTION NA NA S = 946.90 -------- STRM #A2 60" WEIR MH R-1733 961.40 S = 951.00 56 L.F. OF 30' RCP @ 0.00%, STRM #A3 SW = 948.50 12 L.F. OF 6" HDPE @ 0.00%, STRM #A4 CONSULTANTS STRM #C3 45 DEGREE BEND NA NA SW = 946.90 -------- N = 946.90 15 L.F. OF 6" HDPE @ 0.00%, STRM #C4 STRM #A3 TANK CONNECTION NA NA N = 951.00 -------- civwsTRUCTURAL flow STRM #C4 DRAIN TILE CONNECTION NA NA S = 946.90 -------- NE = 948.50 -------- REFER TO SEWER TABLE ON STRM STRM #A4 45 DEGREE BEND NA NA S = 948.50 48 L.F. OF 6" HDPE @ 0.00%, STRM A5 UTILITY PLAN FOR CASTING SIZE � #C5 TANK CONNECTION NA NA E = 950.50 56 L.F. OF 24'' RCP @ 1.01%, STRM #C6 # BKBM AND STYLE. STRM #A5 DRAIN TILE CONNECTION NA NA = 948.50 - W = 951.06 IN PLAN STRM #C6 60'' MH R-3067 959.20 IN = 951.06 44 L.F. OF 24'' RCP @ 1.00%, STRM #C7 STRM #A6 TANK CONNECTION NA NA IN = 954.30 82 L.F. OF 12" RCP @ 1.00%, STRM #A7 ENGINEERS CONCRETE ADJUSTMENT RINGS ALLOWED. S = 952.06 78 L.F. OF 12'' RCP @ 1.00%, STRM #CI I r 6" PRECAST REINFORCED S = 955.12 RIM ELEVATION CONCRETE MANHOLE SLAB STRM #C7 48" MH R-3067 959.20 S = 951.50 STRM #A7 60'' SUMP MH R-1733 960.95 NW = 955.12 28 L.F. OF 12" RCP @ 1.00%, STRM #A8 . 961.77 NW = 951.50 33 L.F. OF 24'' RCP @ 1.02%, STRM #C8 E = 955.12 45 L.F. OF 12" RCP @ 1.00%, STRM #A9 5930 Brooklyn Boulevard ______ _ _ ________ Minneapolis, MN 55429-2518 12" WIDE POLYPROPYLENE (ASTM SE - 951.84 STRM #A8 24"x36" CB R-3067 960.50 SE - 955.40 2146) ENCASED MANHOLE STEPS STRM #C8 48'' MH R-3067 959.25 W = g51.84 100 L.F. OF 18" RCP @ I.00%, STRM #C9 (763) 843-0420 Fax: (76uu 843-0 o2m CONFORMING TO ASTM C-487 STRM #A9 24%36" CB R-3067 960.00 W = 955.57 (M.A.EQUAL PS-I-PF) OR STRM #C9 48'' MH R-3067 960.75 E = 952.84 W = 952.84 100 L.F. OF 18'' RCP @ 1.00%, STRM #C 10 STRM #A 10 TANK CONNECTION NA NA E = 954.25 21 L.F. OF 15'' RCP @ 1.00%, STRM #A I I WEIR OVERFLOW 601, REINFORCED PRECAST CONCRETE ELEV. 954.40 MANHOLE SECTIONS SHALL STRM #C 10 24"x36" CB R-3067 962.25 E = 953.84 -------- STRM #A 1 1 60" SUMP CB R-3067 958.95 W = 954.46 MICHAUD COOLEY CONFORM TO ASTM C478 E = 954.46 20 L.F. OF 12' RCP @ 1.00%, STRM #Al2 ERICKSON STANDARDS STRM #CII 24%36" CB R-3067 959.33 IN = 952.84 0 333 SOUTH SEVENTH STREET,SUITE 1200 10 ALL JOINTS IN MANHOLE TO „ STRM #A 12 48" MH R-3067 959.00 W = 954.66 MINNEAPOLIS,MN 55402 HAVE $'0$$ RING RUBBER STRM #C12 TANK CONNECTION NA NA W = 947.25 20 L.F. OF 36 RCP @ 1.00%, STRM #C13 E = 954.66 24 L.F. OF 12' RCP @ 1.00%, STRM #A13 GASKETS. www.michaudcooley.com E = 947.45 -------- W = 954.90 -------- PIPE SHALL BE CUT OUT FLUSH STRM #C 3 72'' MH R-1733 964.86 S = 947.45 225 L.F. OF 36'' RCP @ 1.00%, STRM #C 14 STRM #A 13 48" MH R-3067 959.00 E = 954.90 20 L.F. OF 12" RCP @ 1.00%, STRM #A 1 4 P:612.339.4941 INLET INVERT ELEVATION WITH INSIDE FACE OF WALL 950.50 OUTLET INVERT ELEVATION N = 949.69 -------- STRM #A 14 24%36" CB R-3067 958.90 W = 955.10 6" PVC DRAIN TILE 948.50 STRM #C14 72" MH R-3067 962.25 S = 956.58 52 L.F. OF 8" PVC @ 1.00%, STRM #C33 INVERT ELEVATION IN TILE a W = 949.69 87 L.F. OF 36'' RCP @ 1.00%, STRM #C 15 STRM #A 15 TANK CONNECTION NA NA E = 951.32 37 L.F. OF 24'' RCP @ 1.00%, STRM #A 16 g" a MINIMUM SLAB THICKNESS, 6" E = 956.30 82 L.F. OF 15'' RCP @ 2.00%, STRM #C27 FOR 14' DEPTH. INCREASE W = 951.69 -------- SECTION THICKNESS 1" FOR EVERY 4' E = 950.56 -------- STRM #A16 72" SUMP CB R-3067 957.90 SE = 951.69 58 L.F. OF 18" RCP @ 1.00%, STRM #A17 OF DEPTH GREATER THAN 14'. STRM #C15 60" MH R-3067 962.25 W = 950.56 14 L.F. OF 36'' RCP @ 1.00%, STRM #C16 NE = 951.69 65 L.F. OF 18" RCP @ 1.00%, STRM #A20 GROUT BOTTOM OF MANHOLE TO E = 950.70 _ STRM #A 17 48" MH R-3067 956.90 NW = 952.27 1/2 DIAMETER OF PIPE AND STRM #C16 60'' MH R-3067 962.25 W = 950.70 138 L.F. OF 30'' RCP @ 1.00%, STRM #C17 NE = 952.27 23 L.F. OF 12" RCP @ 1.00%, STRM #A18 SLOPE GROUT 2" TOWARD S = 956.58 52 L.F. OF 8" PVC @ 1.00%, STRM #C32 INVERT. STRM #A 18 48" MH R-3067 957.00 SW = 952.50 E = 952.08 -------- NE = 952.50 22 L.F. OF 12" RCP @ 1.00%, STRM #A19 STRM #C 17 60'' MH R-1733 961.46 S = 955.79 86 L.F. OF 8" PVC @ 1.00%, STRM #C31 1 STORM SEWER MANHOLE WITH WEIR STEM A2 NW = 952.08 30 L.F. OF 30'' RCP @ 1.01%, STRM #C18 STRM #A19 24%36" CB R-3067 957.10 SW = 952.72 -------- 0O3-04 NOT TO SCALE STRM Ago SE = 952.38 # 24"x36" CB R-3067 957.80 SW - 952.34 -------- STRM #C18 60'' MH R-3067 960.96 N = 952.38 31 L.F. OF 18'' RCP @ 1.00%, STRM #C26 W = 952.38 42 L.F. OF 24'' RCP @ 1.02%, STRM #C19 E = 952.81 CONCRETE WEIR. WEIR TO BE STRM #C19 72'' MH R-3067 960.00 W = 952.81 51 L.F. OF 24'' RCP @ 1.00%, STRM #C20 ATTACHED TO INSIDE WALL OF S = 952.81 78 L.F. OF 18" RCP @ 1.00%, STRM #C24 MANHOLE AND SEALED TO PHASE TWO NETWORK B STORM SEWER TABLE PUD PREVENT SEEPAGE. STRM #C20 48'' MH R-3067 959.00 E = 953.32 APPLICATION MANHOLE STEPS SHALL BE PLACED ON W = 953.32 14 L.F. OF 18'' RCP @ 1.00%, STRM #C21 SEWER STRUCTURE TABLE 6" PVC DRIAN TILE. THE DOWNSTREAM SIDE FOR ALL LINES STRM #C21 48" MH R-3067 959.00 E = 953.46 -------- STRUCTURE NEENAH MAY 02 2016 UP TO 36" DIAMETER PLACE STEPS ON W = 953.46 88 L.F. OF 15'' RCP @ 1.00%, STRM #C22 STRUCTURE DIMENSION CASTING RIM INVERT PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE RIGHT HAND SIDE WHEN FACING ID (INCHES) TYPE ELEVATION ELEVATION(S) DOWNSTREAM FOR ALL LINES OVER 36" STRM #C22 48" MH R-3067 959.00 E = 954.34 -------- W = 954.34 14 L.F. OF 12'' RCP @ 1.00%, STRM #C23 f� N = 948.80 84 L.F. OF 36" RCP @ 0.00%, STRM #132 flow STRM #B 1 60" MH R-1733 954.97 W = 944.40 25 L.F. OF 12" RCP @ 1.00%, STRM #B5 STRM #C23 24"x36" CB R-3067 959.00 E = 954.48 -------- NE = 948.80 10 L.F. OF 6" HDPE @ 0.00%, STRM #B3 = STRM #C24 48" IN 953.59 MH R-2535 960.00 NW - 953.59 37 L.F. OF 12" RCP @ 1.02%, STRM #C25 STRM #B2 TANK CONNECTION NA NA S = 948.80 -------- GROUT SEAL AROUND OPENING. REFER TO SEWER TABLE ON - UTILITY PLAN FOR CASTING SIZE SW = 948.80 -------- AND STYLE. STRM #C25 24"x36" CB R-3067 960.00 SE = 953.97 STRM #B3 45 DEGREE BEND NA NA N = 948.80 77 L.F. OF 6" HDPE @ 0.00%, STRM #134 NOT FOR PLAN STRM #C26 24%36" CB R-3067 961.55 S = 952.69 -------- STRM #B4 DRAIN TILE CONNECTION NA NA S = 948.80 - CONCRETE ADJUSTMENT RINGS ALLOWED. CONSTRUCTION W = 957.94 STRM #85 24%36" CB R-3067 948.30 E = 944.65 6" PRECAST REINFORCED STRM #C27 48'' MH R-3067 963.54 S = 959.85 52 L.F. OF 8" PVC @ 1.00%, STRM #C34 RIM 954.05 ELEVATION CONCRETE MANHOLE SLAB. E = 957.94 126 L.F. OF 12'' RCP @ 1.50%, STRM #C28 STRM #136 TANK CONNECTION NA NA N = 951.21 40 L.F. OF 24" RCP @ 1.00%, STRM #B7 12" WIDE POLYPROPYLENE (ASTM W = 959.83 -------- STRM #C28 48'' MH R-3067 965.53 S = 951.61 2146) ENCASED MANHOLE STEPS S = 959.83 66 L.F. OF 12" RCP @ 11.47%, STRM #C29 LAND 0 LAKES CONFORMING TO ASTM C-487 STRM #B7 60" MH R-3067 957.00 IN = 951.61 139 L.F. OF 24" RCP @ 1.00%, STRM #B8 (M.A. INDUSTRIES PS-I-PF) OR IN = 967.40 W = 952.115 14 L.F. OF 12'' RCP @ 1.00%, STRM #BII HEADQUARTERS EQUAL STRM #C29 48'' MH R-4353 975.50 S = 967.40 55 L.F. OF 12 RCP @ 2.00%, STRM #C30 WEIR OVERFLOW REINFORCED PRECAST CONCRETE W = 969.33 57 L.F. OF 8" " S 953.00 PVC @ 1.00%, STRM #C35 CONSOLIDATION ELEV. 952.50 60 MANHOLE SECTIONS SHALL STRM #B8 48 MH R-4353 959.10 = STRM #C30 27'' CB R-4353 975.50 IN = 968.50 -------- IN = 953.00 35 L.F. OF 24" RCP @ 1.00%, STRM #B9 �, CONFORM TO ASTM C478 STANDARDS STRM #C31 ROOF CONNECTION NA NA N = 956.65 - S = 953.35 ALL JOINTS IN MANHOLE TO STRM #139 60" MH R-3067 959.00 W = 953.35 135 L.F. OF 18'' RCP @ 1.00%, STRM #BIO HAVE "0" RING RUBBER STRM #C32 ROOF CONNECTION NA NA N = 957.10 E = 953.35 14 L.F. OF 15'' RCP @ 1.00%, STRM #B 13 GASKETS. PIPE SHALL BE CUT OUT FLUSH STRM #C33 ROOF CONNECTION NA NA N = 957.10 STRM #1310 24%36" CB R-3067 960.00 E = 954.70 -------- INLET INVERT ELEVATION WITH INSIDE FACE OF WALL STRM B I I 24"x36" CB R-3067 957.00 E = 952.29 948.80 OUTLET INVERT ELEVATION STRM #C34 ROOF CONNECTION NA NA IN = 960.37 - # 944.40 -------- STRM #B12 24%36" CB R-3067 957.00 W = 952.29 -------- 6" PVC DRAIN TILE. STRM #C35 Null Structure NA NA E _- 969.90 INVERT ELEVATION 944.40 I 6., MINIMUM SLAB THICKNESS, 6" STRM #1313 24%36" CB R-3067 959.00 W = 953.49 FILL OVER DRAIN TILE LINE WITH I- SECTION FOR 14' DEPTH. INCREASE THICKNESS 1" FOR EVERY 4' STRM #B 14 TANK CONNECTION NA NA E = 950.55 189 L.F. OF 18'' RCP @ 1.10%, STRM #B 15 CONCRETE TO BOTTOM OF INLET PIPE. OF DEPTH GREATER THAN 14'. GROUT BOTTOM OF MANHOLE TO STRM #B 15 48" MH R-1733 958.22 W = 952.63 GROUT SEAL AROUND OPENING. 1/2 DIAMETER OF PIPE AND PHASE TWO NETWORK D STORM SEWER TABLE E = 952.63 136 L.F. OF 18'' RCP @ 1.00%, STRM #1316 LOPE GROUT 2" TOWARD STRM #B 16 48" MH R-2535 960.50 W = 953.99 SEWER STRUCTURE TABLE E = 953.99 75 L.F. OF 15" RCP @ 1.00%, STRM #B 17 2 STORM SEWER MANHOLE WITH WEIR STRM 131 STRUCTURE STRUCTURE NEENAH RIM INVERT STRM #1317 48" MH R-2535 960.50 W - 954.74 ID DIMENSION CASTING ELEVATION ELEVATIONS) PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE E = 954.74 66 L.F. OF 15" RCP @ 1.00%, STRM #B18 CO3-04 NOT TO SCALE (INCHES) TYPE STRM #1318 48" MH R-2535 960.40 W = 955.40 LAND 0LAKES STRM #D 1 30'' FES NA NA W = 949.50 77 L.F. OF 30'' RCP @ 0.81%, STRM #D2 S = 955.40 42 L.F. OF 12" RCP @ 3.54%, STRM #B 19 4001 ton Ave N. E = 956.87 163 L.F. OF 12'' RCP @ 1.00%, STRM B20 Arden Hills,MN 551 6 STRM #D2 60'' MH R-1733 954.04 E - 95012 STRM #B 19 48" MH R-2535 960.80 N - 956.87 CONCRETE WEIR. WEIR TO BE N = 950.12 180 L.F. OF 30" RCP @ 0.80%, STRM #D3 # , ATTACHED TO INSIDE WALL OF W - 958.50 KEYPLAN MANHOLE AND SEALED TO S = 951.56 - STRM #1320 48" MH R-2535 962.45 E = 958.50 101 L.F. OF 12" RCP @ 3.00%, STRM #B21 PREVENT SEEPAGE. STRM #D3 60'' MH R-1733 955.06 IN = 952.65 290 L.F. OF 18'' RCP @ 0.80%, STRM #D4 MANHOLE STEPS SHALL BE PLACED ON # W = 951.56 14 L.F. OF 18" RCP @ 0.79%, STRM #D8 48 MH R-1733 973.33 STRM B21 " W = 961.54 = THE DOWNSTREAM SIDE FOR ALL LINES S = 954.97 -------- NE 961.54 60 L.F. OF 12" RCP @ 10.00%, STRM #822 6" PVC DRIAN TILE. UP TO 36 DIAMETER PLACE STEPS ON STRM #D4 60'' MH R-1733 960.16 N = 954.97 240 L.F. OF 18'' RCP @ 0.80%, STRM #D5 STRM #1322 27" CB R-4353 975.50 SW = 967.54 -------- RIGHT HAND SIDE WHEN FACING W = 953.95 956 L.F. OF 18' RCP @ -1835.96%, STRM #D9 DOWNSTREAM FOR ALL LINES OVER 36" STRM #1323 TANK CONNECTION NA NA S = 948.80 25 L.F. OF 24'' RCP @ 1.02%, STRM #1324 S = 956.89 STRM #D5 60'' MH R-1733 965.80 E = 956.89 206 L.F. OF 18'' RCP @ 0.80%, STRM #D6 N = 954.62 38 L.F. OF 18'' RCP @ 1.20%, STRM #D I 0 N = 949.05 STRM #1324 60" MH R-3067 953.85 W = 949.08 81 L.F. OF 15'' RCP @ 1.01%, STRM #1327 flow STRM #D6 60'' MH R-1733 965.59 W - 958.54 S = 949.05 24 L.F. OF 18" RCP @ 1.03%, STRM #1325 REFER TO SEWER TABLE ON N = 958.54 57 L.F. OF 18'' RCP @ 0.81%, STRM #D7 IN = 949.30 UTILITY PLAN FOR CASTING SIZE STRM #B25 48" MH R-3067 953.80 S = 949.30 12 L.F. OF 15'' RCP @ 1.00%, STRM #B26 AND STYLE. STRM #D7 18" FES NA NA S = 959.00 - PLAN STRM #D8 18" FES NA NA E = 951.67 - STRM #1326 24%36" CB R-3067 953.80 IN 949.42 -------- ISSUE CHART CONCRETE ADJUSTMENT RINGS ALLOWED. _------- STRM #B27 24%36" CB R-3067 953.39 E = 949.89 -------- STRM #D9 18" FES NA NA E _ -0.75 MARK ISSUE DATE RIM ELEVATION 6" PRECAST REINFORCED 962 82 CONCRETE MANHOLE SLAB. STRM #D 10 18'' FES NA NA S = 955.08 - 12" WIDE POLYPROPYLENE (ASTM STRM #D I I 18'' FES NA NA S = 952.75 2146) ENCASED MANHOLE STEPS STRM #D 12 18'' FES NA NA N = 951.75 45 L.F. OF 18'' RCP @ 2.22%, STRM #D I I CONFORMING TO ASTM C-487 (M.A. INDUSTRIES PS-I-PF) OR EQUAL WEIR OVERFLOW 60,. REINFORCED PRECAST CONCRETE ELEV. 950.35 MANHOLE SECTIONS SHALL 2 CONFORM TO ASTM C478 I hereby certify that this plan, specification o STANDARDS or report was prepared by me or under ALL JOINTS IN MANHOLE TO PHASE TWO - SANITARY SEWER TABLE HAVE 0 RING RUBBER my direct supervision and that I am a duly GASKETS. SEWER STRUCTURE TABLE Licensed Professional Engineer under the PIPE SHALL BE CUT OUT FLUSH laws of the state of Minnesota. INLET INVERT ELEVATION WITH INSIDE FACE OF WALL STRUCTURE NEENAH 946.90 STRUCTURE DIMENSION CASTING RIM INVERT PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE OUTLET INVERT ELEVATION ID (INCHES) TYPE ELEVATION ELEVATIONS) 6" PVC DRAIN TILE.-- 944.90 INVERT ELEVATION 944.90 �61, MINIMUM SLAB THICKNESS, 6" EX. SSWR MH 48" MH NA 942.52 N = 939.00 62 L.F. OF 8" PVC @ 5.68%, KEVINA.BOHL SECTION FOR 14' DEPTH. INCREASE SSWR #1 48" MH R-1733 942.85 W = 940.54 214 L.F. OF 8" PVC @ 0.99%, SSWR #2 Date 05-02-2016 Lic.No. 52209 THICKNESS 1" FOR EVERY 4' Job Number 15401 OF DEPTH GREATER THAN 14'. GROUT BOTTOM OF MANHOLE TO SSWR #2 48" MH R-1733 962.40 W _= g42.65 200 L.F. OF 8" PVC @ 1.00%, SSWR #3 Drawn WH-NA 1/2 DIAMETER OF PIPE AND Checked TJC SLOPE GROUT 2" TOWARD SSWR #3 48" MH R-1733 965.04 E = 944.65 Approved KAB INVERT. S = 944.65 134 L.F. OF 8" PVC @ 1.00%, SSWR #4 SSWR #4 48" MH R-1733 964.19 IN = 945.99 3 STORM SEWER MANHOLE WITH WEIR STRM C1 S = 945.99 68 L.F. OF 8" PVC @ 1.00%, SSWR #5 SANITARY SEWER AND CO3-04 NOT TO SCALE SSWR #5 48'' MH NA 969.00 IN = 946.67 STORM SEWER SCHEDULES CO3 =04 Copyright©2014 Perkins+Will P E R K I N IN W 1 STRM #C I 3 84 10th St.South STRM I-1 ST M #C d \ Suite 200 Minneapolis,MN 55403 /t-27 — — W— I t 612.851.5000 To f 612.851.5001 _ . S FIRM #C7;s - www.perkinswill.com -Ra #D6 i w j 3 CONSULTANTS F5 I CIVIUSTRUCTURAL ixr�1 STRM #C5 I STR C6 STRM #C13 i + Numd STRM #C2 ' / I 40' 20' 0 40' 80' BKBM e$ I - EN . ,._ .. T . .- � 9 SCALE 1 = 40 a STRM # � I S RM #C12 ST #CI STRM #C3 5930 Brooklyn Boulevard I Minneapolis, MN 55429-2518 i 1 (763) 843-0420 Fax: (763) 843-0421 1 www.bkbm.com i STRM #C I I � #3 SWR 2 � 00se I SS 0+00.00 2+0529017.21 MICHAUD COOLEY A 9 7 00 0+50 1 +00 1 +50 2+00 2+ 70 ERICKSON v / I 333 SOUTH SEVENTH STREET,SUITE 1200 / _ I 96 69 MINNEAPOLIS,MN 55402 1 96 68 www.michaudcooley.com P:612.339.4941 SAN / 967 67 00 .6 00 30.0' UTILITY EASMENT 4 a 29 a Ox / / / o 96 65 -6 we \ / �'� 964 64 I Ul 7 11 :�, i / ♦ I 1 96 63 v a v a 30.0' UTILI EASMENT i / � /� � � �� I 1 962 62 i / / 96 61 / // FINISHED GR UN E 3+00 STRM #C26 4+00 5+® +00 7+00 8+00 /00 / ® // 96 60 i /' �// 95 59 ST M 2 O ' — -- — ® SWR #4 i / / // I 95 58 / / I �TRMC18— 1rjMj__ TR # 15 TR # 14 T M C2 / / I I 957 57 -949.4STRM #C19 L I ELr—_I_—_1� — / I I �N,H 943.6 5 wfl I I 95 56 STRM #C 3 ST M 21 TRM .#C20 STRM #CI STRM #C28 /' "°=91' 7. ' MIN. L \ // X 95 EXI TIN GROUND RO ILE ST . 2 17.00 55 / I // I ♦` --®�/ 95 8 45 B D 54 PUD PONC WALLS 30.0 UTI ITY EASMENT � R�` &!X/ARDRA�Ls I 5 g5 53 f STRM # 5 eEVIVARK P �' � 116 5T 95 52 AS 16 A\ MIX8" s"x " TEE APPLICATION AL w; - - -- - -- - - - MAY 02, 2016 � "'�` RAa II 95 51 /f STA. 2406.00 9 ' 14 STRM #C34 STRM 35 � �a��^ / / 9550 ____ __ 3 / 94 TA 0 30 00 8 45 BED 49 STRM #C33 / �, ST #C24 L / STRM #C32 —� WA" —� I/ " AT V LVE O RAILS — — — — / / — — — — 94 192 8" CL SS 2 48 O I WA MAI + --{— --�—� I STRM #C29 STA. I 08. 0 STRM #C31 �� �� 947 8 8"x EE + . 47 94 8" AT VALVE 46 I STA. 1+14. 0 In I R I 94 8"x „x „ TE 45 944 44 NOT FOR SAN-°37° CONSTRUCTION =9».� 94 43 I � 942 42 � ' 5 94 4 I 0 940 0 O O 0 0 4o LAND O'LAKES 0 0 0 HEADQUARTERS -- -- — — — —o — N=9 4.] O + + + N N -9°6.° CONSOLIDATION CTRAA AR 1.5 CTRKA NR I R STRM #B 18 r �t �_ PUBLIC WATER MAIN LOOP PUBLIC WATER MAIN RELOCATION PLAN PROFILE A STA. 0+00 TO STA. 2+17 2+0520017.21 9+29.04 9+29.04 12+81.65 9S 00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+ 80 98 00 9+50 0+0 0+5 I +00 1 +50 2+0 2+5 12 So 97 79 97 79 97 78 97 78 977 77 977 77 97 76 97 76 97 75 97 75 LAND O'LAKES 97 74 97 74 4001 Lexington Ave N. 97 73 97 73 Arden Hills, MN 55126 97 72 972 72 KEYPLAN 97 71 97 71 97 70 97 70 96 69 96 69 96 68 96 68 967 67 967 67 96 EXISTING GR UN PROFILE 66 96 66 96 65 96 EXI TIN G OU D PROFILE 65 964 64 964 64 96 63 96 63 96 62 96 62 ISSUE CHART 96 FINISHED G OU D PROFILE ST . 9429.)0 61 96 INI HE GR UN P OFI E 61 MARK ISSUE DATE 8" 45° BE D 96 60 96 STA. +4 .00 60 8' GAE ALE 7.5' MI . 95 7. MI 59 95 59 95 58 95 58 957 S A. +7 .00 8'x8" 6" EE 57 957 57 71 '-8' CLASS 52 35 '-8' C AS 52 95 DIP WATER MAN 56 95 DIP WA ER MAI 56 ST . 9 29 00 95 55 95 8 45 BEND 55 1 hereby certify that this plan, specification 954 54 954 54 or report was prepared by me or under 95 STA. 2 17. O 36 R P ( TO M) 53 95 53 my direct supervision and that I am a duly 8 45 BEND 95 T' .P. 9 2' 0 52 952 52 Licensed Professional Engineer under the laws of the state of Minnesota. 95 8T 8,X " EE 51 95 51 95 50 95 50 94 49 94 49 KEVIN A.BOHL CONNECTT EXISTING Date 05-02-2016 Lic.No. 52209 94 48 94 48 947 8' PVC ANI AR 47 947 " ATE VA VE 47 Job Number 15401 STA. 7+ 5 Drawn WH-NA 94 = 46 94 46 94 45 94 EXISTING ATE M IN 45 Checked TJC 94 44 94 44 Approved KAB 94 43 94 8' P ( ANI AR ) 43 TITLE 94 42 94 T.D.P. = 42. 9 42 94 41 94 41 PUBLIC WATERMAIN 94 40 94 40 PLAN AND PROFILE O O O O O O O O O O O O O O O O O O O O O O O O N O Ln O Ln O Ln O Ln O Ln O Ln O Ln O Ln O Ln O L0 O Ln O Ln 00 + + + + + + + + + + + + + + + + + + + + + + + + + F7 N N r0 r0 � Ln Ln c0 co 00 00 0) 0) 0) 0) O O N N N SHEET NUMBER PUBLIC WATER MAIN LOOP PUBLIC WATER MAIN LOOP CO3=05 PROFILE B PROFILE C STA. 2+17 TO STA. 9+29 STA. 9+29 TO STA. 12+82 Copyright©2014 Perkins+Will P E R K I N B612 CURB GENERAL NOTES: AND GUTTER\ NOTE: EACH DRIVEWAY 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. WIDTH PER PLAN-1PANEL NOT TO APoBmate WEARING COURSE PER MN/DOT TACK COAT PER MN/DOT 2357. 2. ALL CURB AND GUTTER IS TO BE B612 CONCRETE CURB AND GUTTER UNLESS NOTED OTHERWISE. + W I L L EXCEED 100 SQ.FT. Location 2360 SPWEA240 3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL 27APER Z x 6 1 CLASS 5 AGGREGATE, PER MN/DOT 3138 COMPACTED o SLOPE. M IL TO AT LEAST 100% STANDARD PROCTOR DENSITY. 84 10th St.South 0NON-WEARING COURSE PER 4. REFER TO ARCHITECTURAL PLANS FOR PROPOSED BUILDING LAYOUT. SIDEWALK WIDTH Sidewalk Suite 200 N 0 PER PLAN. MN/DOT 2360 SPNWB230 SAND SUBBASE, SELECT GRANULAR MATERIAL, PER 5. FOLLOW ALL CITY OF ARDEN HILLS AND RAMSEY COUNTY RULES, REGULATIONS AND SPECIFICATIONS Minneapolis,MN 55403 EXPANSI N JOINT Ramp Ramp MN/DOT SPECIFICATION 3149.2133. WHEN WORKING IN PUBLIC RIGHT OF WAY. t61212.851.5001 TRANSITION CURB 2" 6. NO PONDING OF WATER OR ABRUPT TRANSITIONS WILL BE ALLOWED WHERE NEW f 6inswil.com RADIUS PER X FROM FULL HGT w 1 ° www. erkinswill.com 2.. PAVEMENT/CURB/SIDEWALK MATCHES INTO EXISTING PAVEMENT/CURB/SIDEWALK. P GEOMETRIC PLAN C� STREET TO m °°° ° ° ° ° °°° ° ° , ° 6" MIN. 7. ALL PARKING STALLS ARE TO BE 9 FEET WIDE BY 18 FEET LONG. REFER TO LAYOUTS 1/C04.01 CONSULTANTS MATCH C� SDWK � 4 In. Solid Line 1�fhrte ° EXPANSION 5" CONC. 12" MIN. AND 1/C04.02 FOR ACCESSIBLE PARKING STALLS. International Symbol of CIVIUSTRUCTURAL JOINT (NO MESH FLOW 8. THE CONTRACTOR IS TO CONTACT THE LAKE JOHANNA FIRE DEPARTMENT FOR THE EXACT Aess�bilily PLACEMENT OF FIRE LANES, YELLOW-PAINTED CURBING AND NO PARKING AREAS FOR FIRE LINE sea detail A 1III1 III-III III III1 PROTECTION PURPOSES. IIIIIIIII-III IIIIIIIII1 12" MIN. � 4 in- Solid Line Whits Border BKBM NO LIP CURB AND GUTTER 2 4 in, Solid Line White D4aganats PAVING NOTES: ENGINEERS - PER CITY STANDARDS F 3 ft.Canter-to-Comer 12 in.Solid White Lettering(optional) SCARIFY AND RECOMPACT SUBGRADE TO 1. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. ALL WALKS ARE TO BE CENTERED ON THE AT LEAST 100% STANDARD PROCTOR DOORS. can DENSITY-PROOF ROLL PER MN/DOT 2111 2. INSTALL APPROPRIATE EXPANSION MATERIAL WHERE CONCRETE IS ADJACENT TO BUILDING FACE. 5930 Brooklyn Boulevard to d rd 1: 3. SAWCUT AND MATCH NEW BITUMINOUS PAVEMENT INTO EXISTING PAVEMENT. NO ABRUPT GRADE Standard Stall TRANSITIONS OR PONDING OF WATER WILL BE ALLOWED. Minneapolis,0420Fa M 3) 843-0421 10 CONCRETE DRIVE ENTRANCE 2518 rrtinirrtum ilnittimum 4. MATCH NEW CONCRETE CURB AND GUTTER INTO EXISTING. FOLLOW ALL CITY OF ARDEN HILLS (763) 843-0420 Fax: (ww.www.bkbm.com C04-00 NOT TO SCALE STANDARDS AND SPECIFICATIONS FOR CURB TYPE, MATERIAL AND INSTALLATION METHODS. WWW.bkbm.Com SINGLE PARKING STALL 4 LIGHT-DUTY B ITU M I N 0 U S PAVE M ENT 5. SAWCUT EXISTING BITUMINOUS PAVEMENT AND CURB AND GUTTER TO NEAREST JOINT. COORDINATE NOT TO SCALE REMOVAL LIMITS WITH SITE DEMOLITION CONTRACTOR AND CONSTRUCTION MANAGER. INSTALL DRIVE C04-OO ENTRANCE PER CITY OF ARDEN HILLS STANDARDS AND SPECIFICATIONS. FOLLOW ALL CITY OF MICHAUD COOLEY Alternate Locations ARDEN HILLS AND RAMSEY COUNTY REQUIREMENTS FOR TRAFFIC CONTROL. ERICKSON -- w 333 SOUTH SEVENTH STREET,SUITE 1200 MINNEAPOLIS,MN 55402 Oufb Ramp www.micP 612.339.4941 CLASS 5 AGGREGATE, PER MN/DOT 3138 COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY. 3/8" STEEL PLATE AT TOP, i 1 12" MIN. SLOPE DOWN, WELD ALL SIDES BROOM FINISH SAND SUBBASE, SELECT GRANULAR MATERIAL, PER 4 in. Slid Line White MN/DOT SPECIFICATION 3149.2B3. METAL SIGN ACCORDING TO MN L 4 in. 5did Line White Bowler STATE STATUTE 169.346 WHITE LEGEND AND BORDER ON BLUE 5" CONCRETE PAVEMENT PER SPECIFICATIONS. z PARKING BACKGROUND, FULLY REFLECTORIZED ° a A in. Solid Line White D7 Monals 3 ft.Canter-to-Center VEHICLE ID ATTACH 6" X12" "VAN ACCESSIBLE" 8 MIN EQUIRED _ SIGN TO POST IF APPLICABLE 12 in-Solid White Lettering(opt.onal) 12" MIN. F 6» 16 GA. 2j-INCH OD GALVANIZED Intrtnational Syrnl}ol0f UP TO $200 FINE STEEL SIGN POST Aocew bitit (optional) FOR VIOLATION IIIIIIIIIIIIIIIIIIIIIIIIIsee I -III III III-III III-III III III 1- VAN minimum mimimurll minimum ACCESSIBLE WHERE CONCRETE OCCURS AT BASE USE COMPACTED SUBGRADE. 4'-O" MIN. 1-1/2" EXPANSION MATERIAL AND DOUBLE PARKING STALL URETHANE CAULK. NOTE: JOINT SPACING SHALL NOT EXCEED 10:1 SLOPE PUD 24 TO 30 TIMES THE PAVEMENT THICKNESS WITH A MAXIMUM OF 15 FEET. CONCRETE SURFACE APPLICATION 7 PEDESTRIAN CURB RAMP - DETECTABLE WARNING - = ALL PLAN DIMENSIONS BACK OF CURB MAY 02, 2016 C04-00 NOT TO SCALE a = 4" LONG STUDS WELD AT ARE TO FACE OF CURB 1 1 CONCRETE PAVEMENT 2'_6'° QUARTER POINTS 8" ON CENTER (6" TO BACK OF CURB) 6" 1/2" R 3'-0" C04-00 NOT TO SCALE 4 CONCRETE BASE SLOPE 3/4" PER FOOT a TO FINISHED GRADE 1 D � 3 14" 1/2�� R 3,. R EXTEND AGGREGATE BASE A MINIMUM OF \ ° 12" FROM EDGE OF , ° . ° NOT FOR GUTTER OR MATCH a ° 18" 18" INTO AGGREGATE BASE 5 ACCESSIBLE SIGN AND POST - CONCRETE PLACEMENT OF APPROPRIATE 7" CONSTRUCTION W, 2" MIN. DEPTH AGGREGATE BASE SLOPE PAVEMENT SECTION ° 8 COMPACTED TO 100% STANDARD C NOT TO SCALE 1:1 SLOPE C \tK PROCTOR DENSITY 3/4 FOOT CO4-OO 00 .'° ° O O oQ O Q O 00 O OO O O o o o 040 0 o O o 00 O o ° � ° � ° ° °° ° °° � ° ° ° ° °° LAND O'LAKES N o O 0 0 O O 0 0 0 0 °N 1 7» ° �a °a' D o O o o ° ° 0 O o O oo° o O a a O o o 0 0 0 O DO SLOPE 1/4" PER FT. °. ° :e ° � 1:1 ° ° � ° °a ° a ° 12" MIN. 12" 8 12" MIN. HEADQUARTERS °o° °Qo°°O°o°o° °a°°°000 $10 o°o0�o°oo�o°oo °a° ° O° °00 SLOPE 2" MIN O O O O\O O O O O ° O O O O CONSOLIDATION 0 0 Oo OO O OO o °o�Q0° O O o O o 4°0 ' 0 0 \ o Oo 0 0 000 Q O a°O O oOQOoO O oOQ 10-1/2" 17-1 2" VARIABLE WIDTH 2 MIN. DEPTH AGGREGATE BASE / / O VARIABLE LONG CHORD WIDTH COMPACTED TO 100% STANDARD 12" MIN. 12" MIN.\ CONCRETE SHALL BE REINFORCED BY NOTES: PROCTOR DENSITY 28" SYNTHETIC MICRO AND MACRO FIBER RADIUS REINFORCING PER SPECIFICATIONS. 2 2 1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH Oo OO Oo OO Oo Oo Oo Oo Oo Oo Oo 0 Oo 0 0 00 OO Oo 0 Oo 0 0 DIRECTION OF ADJACENT PAVEMENT SLOPE. NOTE: 5" CLASS 5 AGGREGATE BASE 100% CRUSHED PER Oo Qo Qo Qo Qo Qo Qo Qo Qo Qo Qo 2. CONSTRUCT CURB AND GUTTER IN ACCORDANCE WITH DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH ( ) O° 00 0° 00 0 0 0 0° 0° 0° 0° MNDOT SPECIFICATION 2531. DIRECTION OF ADJACENT PAVEMENT SLOPE. MN/DOT SPECIFCIATION 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY. 0° 0° 0° 0° 0° 0° 0° 0° Oo OO OO OO Oo OO OO OO Oo 00 0 NOTES: Oo O Oo Oo OO Oo OO Oo OO Oo Oo 2 O4 w OO OO OO OO OO OO OO o0 OO OO Oo 0 0 0 0 oAoAo 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 1 B612 CONCRETE CURB AND GUTTER 1. CONSTRUCT VALLEY("l2 SURMOUNTABLE CURB SECTION SPECIFICATION 2531 GUTTER IN ACCORDANCE WITH MNDOT Oo Qo Qo Qo Qo E{}1e Qo Qo Qo Qo Qo 9 Z o O0000000000 NOT TO SCALE C04-00 NOT TO SCALE 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 00 0 0 o C04-00 00 000 2. CONTRACTOR SHALL EXTEND AGGREGATE BASE BELOW 0 0 0 0 0 0 0 0 0 0 0 O 0 0 n N U 0 0 0 0 0 0 0 � � CONCRETE VALLEY GUTTER A MINIMUM OF 2 OR TO BOTTOM O O O O O O O O O O O W OF ADJACENT PAVEMENT AGGREGATE BASE, WHICH EVER IS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Oo Oo Oo 0 0 0 a0 GREATER. Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo Oo OOOOo00000000 Oo OO Oo OO Oo Oo Oo Oo 010 Oo 3 0 0 oO OO 0 0° 0 Oo 0 0 Qo 1 3 2" MIN. DEPTH AGGREGATE BASE 1 VARIABLE SHORT CHORD WIDTH COMPACTED TO 100% STANDARD PROCTOR DENSITY LAND 0'LAKES 8 CONCRETE VALLEY GUTTER RECTANGULAR PLATES RADIAL PLATES 1:1 C04-00 NOT TO SCALE 4001 Lexington Ave N. 3/8" WIDE x 1 3/8" Arden Hills, MN 55126 SLOPE °o og°Oo%0 �oo° o°o°°aa o �o°o° °O°°ooa0o�°o TYPICAL RADIAL o° oo°Q oo� oo°o 000° Q°oo �Ooo°oo°° °°0 TRUNCATED DOME PLATES DEEP TOOLED JOINT KEYPLAN 1/2" RAID. RADIUS LONG SQ. FT. PLATES (NP') 20" 12" MIN. 50X - 65% (FEET) CHORD PER REQUIRED OF BASE DIAMETER WIDTH PLATE FOR 90 0.2" O (INCHES) DEGREE \ TURN 4" CONCRETE WALK PER SPECIFICATIONS. NOTE: CURB SECTION IS TO SLOPE TOWARD PARKING LOT PER 10 23-1 2 3.53 8 GRADING PLAN. TRANSITION INTO B612 CURBING USING 15 18-13/1 2.93 15 6" GRANULAR BASE REFER TO NOSE-DOWN CURB SECTION. 0.9" TO 1.4" 15 23-1/2 3.67 12 SPECIFICATIONS. 20 18-13/1 3.00 20 ("l3 FLAT CURB CONCRETE EDGER SECTION A-A 20 1288- 2 2.98 20 C04-00 NOT TO SCALE FULL CURB HEIGHT 25 23-9/16 3.77 20 /\ / / \ / TRUNCATED DOME ` \\\\\\\\\ TOP OF CONCRETE CURB 30 22-5 8 3.65 25 / /� / COMPACTED SUBGRADE, REFER TO SPECIFICATIONS. 35 22 3.56 30 ISSUE CHART NOTE: JOINT SPACING SHALL BE 5-FEET ON 3' TAPER SECTION IN GRASS; CENTER. MARK ISSUE DATE 10 FEET WITH ADJACENT WALK; NOTES: UNLESS NOTED OTHERWISE DETECTABLE WARNING SURFACES SHALL FOLLOW THE PUBLIC FOR MN/DOT PROJECTS, SEE MN/DOT'S APPROVED/QUALIFIED RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG). PRODUCT LISTS. DETECTABLE WARNINGS CONSIST OF TRUNCATED DOMES ALIGNED IN 1 A SQUARE OR RADIAL GRID PATTERN. DETECTABLE WARNING SURFACE SHALL BE PAID FOR AS TRUNCATED 2 CONCRETE SIDEWALK CONSTRUCTION TYP. DETECTABLE WARNINGS ARE REQUIRED: DOMES BY THE SQUARE FOOT. PLAN -WHERE RAMPS, LANDINGS, OR BLENDED TRANSITIONS PROVIDE ALL TRUNCATED DOME SYSTEMS SHALL BE PLACED IN STRICT C04-00 NOT TO SCALE A FLUSH PEDESTRIAN CONNECTION TO THE ROADWAY. ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 1 -WHERE PEDESTRIAN ACCESS ROUTES CROSS COMMERCIAL DRIVEWAYS O CENTER TO CENTER DOME SPACING: 1.6" MINIMUM, 2.4" MAXIMUM. THAT ARE PROVIDED WITH TRAFFIC CONTROL DEVICES OR GROUT HOLE FULL OTHERWISE PERMITTED TO OPERATE LIKE A PUBLIC ROADWAY. 2" 4" 6 1 2" 6 1/2'° -AT PEDESTRIAN RAILWAY CROSSINGS. \2 BASE TO BASE DOME SPACING: 0.65" MINIMUM. I hereby Certify that this plan, specification HOLE FOR 1/2" STD. PIPE OR CONCRETE GUTTER N 3OL DOR REINF. ROD 1 -ON RAIL PLATFORMS WHERE BOARDING EDGES ARE NOT PROTECTED. \3 DOME BASE TO PLATE EDGE SPACING: 0.35" MINIMUM, or report was prepared by me or under \ \ (OPTIONAL 1"x3" HOLE) DETECTABLE WARNINGS SHALL EXTEND: 0.75" MAXIMUM. m direct supervision and that I am a dui N z 5 1/2 " 1/2" MAX. -A MINIMUM OF 24" IN THE DIRECTION OF TRAVEL. ® SPACING VARIES ON RADIAL PLATES. y p y CLEARANCE -THE FULL WIDTH OF THE RAMP, LANDING, OR BLENDED TRANSITION, Licensed Professional Engineer under the WITHIN 3" OF FULL WIDTH ON EITHER END. O TYPICAL WIDTHS AVAILABLE: 12", 18", 24", 30", 36". WEARING COURSE PER MN/DOT TACK COAT PER MN DOT 2357. DRAINAGE DRAINAGE -THE FULL LENGTH OF THE PUBLIC USE AREA OF A RAIL PLATFORM. CHECK WITH MANUFACTURERS FOR AVAILABLE WIDTHS. / laws of the state of Minnesota. OPENING OPENING 2 - #3 2360 SPWEA240 6 ON RADIAL PLATE, RADIUS DEFINED AT BACK OF CURB. MIN. 1'- " 2'-0" (MIN.) 1'-0" 2'-0" (MIN.) 1'- 3/5" TOOLED EDGE (TYP.) 1/2" R. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH CLASS 5 AGGREGATE, PER MN/DOT 3138 COMPACTED END VIEWS � SECTION�1 ADJACENT GUTTER, ROADWAY, OR WALKWAY, EITHER A LIGHT-ON-DARK \7 TYPICAL RADII. CHECK WITH MANUFACTURERS FOR AVAILABLE TO AT LEAST 100% STANDARD PROCTOR DENSITY. 7'-0" (MIN.) OR DARK-ON-LIGHT. CONTRAST MAY BE PROVIDED ON THE FULL RAMP RADII. NON-WEARING COURSE PER 8 -0 MAX. 1 SURFACE, EXCLUDING THE FLARED siDEs. MN/DOT 2360 SPNWB230 SAND SUBBASE, SELECT GRANULAR MATERIAL, PER KEVIN A.BOHL N 1/2" STD PIPE OR 3/4" REINF. ROD STATE OF MINNESOTA SPECIFICATION STANDARD MN/DOT SPECIFICATION 3149.2B3. Date 05 02 2016 Lic.No. 52209 SHALL BE PLACED PRIOR TO SURFACING DEPARTMENT OF TRANSPORTATION REFERENCE PLATE 2 OR IN A HOLE DRILLED IN THE 3" Job Number 15401 FINISHED SURFACE WITH A TIGHT 9 NOSE-DOWN CURB SECTION ° N0. ° FIT OBTAINED BY AN APPROVED NOT TO SCALE DETECTABLE WARNING SURFACE 2531 °° o°°° °°° 8" MIN. Drawn WH-NA METHOD, OR DRIVEN INTO THE SURFACING C04-00 ELEVATION TRUNCATED DOMES 7038A 12" MIN. Checked TJC Approved KAB NOTE: IIIIIIIIIIII=III III-III 12" MIN. TITLE PARKING STALL FOR ADA COMPLIANT PEDESTRIAN RAMPS, REFER TO MN/DOT STANDARD PLAN IIIIIIIII-III IIIIII-III 5-297.250 PEDESTRIAN CURB RAMP DETAILS AT THE FOLLOWING WEB ADDRESS: PAVING AND OF PAROKIN6 STALGE-TL WHEEL STOP HTTP:,Lf STANDARDPLATES.DOT.STATE.MN.US/STDPLATE.ASPX ° SCARIFY AND RECOMPACT SUBGRADE TO GEOMETRIC NOTES AND CONTRACTOR SHALL COORDINATE FINAL CURB RAMP LOCATION AND PEDESTRIAN CURB AT LEAST 100% STANDARD PROCTOR DETAILS PAINTED STRIPES IF SHOWN ON THE RAMP DETAIL WITH THE CITY AND OWNER PRIOR TO INSTALLATION. DENSITY-PROOF ROLL PER MN/DOT 2111 DRAWINGS OR REQ'D BY THE SPECIFICATIONS SHEET NUMBER INSTALLATION PLAN 6 PEDESTRIAN CURB RAMP - DETECTABLE WARNING 3 HEAVY-DUTY BITUMINOUS PAVEMENT C04-00 NOT TO SCALE C04-00 NOT TO SCALE 14 PRECAST WHEEL STOP C04=00 C04-00 NOT TO SCALE Copyright©2014 Perkins+Will o P E R K I N + W I L � � OVERHANGf g, , _ OVERHANG ° Q L2 6 a I OVERRAN 84 10th St.South 2 ` , a Suite 200 aA`s' ODNCRETEMinneapolis,MN 55403 t... .. .::. : .' .• t 612.851.5000 f612.851.5001 www.perkinswill.com Fill ••�" BRICK \ m COLUNI" REFER TO 2/C04-01 FOR DETAILS CONSULTANTS ° ° ♦e CIVIUSTRUCTURAL GR ASS / ° GRASS ` GGNG 2 BKBM — — — — — ENGINEERS .- G R A S1s `r z ° ? T7// 4 2 \ 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 2 (763) 843-0420 Fax: (763) 843-0421 5 www.bkbm.com 2LEI ' MICHAUD COOLEY ERICKSON �7�' /R�°' / / / 333 SOUTH SEVENTH STREET,SUITE 1200 .��` 3 `•'. 5.0' 1 1 MINNEAPOLIS,MN 55402 2 /(q /R5.^� /® / / ' / / / / / / / / / / / / / / / / / www.michaudcooley.com t'- / / / / / / / / / / / / / / / / / / / / P:612.339.4941 2460' Oy 24.04 / / / / / / / / / / / / / / / / / / / / / / / / / I + / / / / / / � 24.d / / /8/O'/ 18� 9/0- 7 R . 9.0' 9 °' �g� 4/' R PUD R 2-Q 0' �. / / / / / ,�. / / � / ♦ APPLICATION °'/ 7 �� � � / MAY 02, 2016 /9 0' ' 2 0 �.� / .:; ..°., i / / / / / i + NOT FOR EilX x—X CONSTRUCTION a/ / / / , B " � - �k�X x_x� T o R LAND 0 LAKES R29' 0 °"s HEADQUARTERS �k x�x � � 18 �• �'� GRASS , CONSOLIDATION T\ `5 1 CHAIN LINK FENCE 5 7' �AMy u"K� a Cuaµ -X-x �aN u FENCE \\ X k _ Np 69� 1 PAVING AND GEOMETRIC PLAN — PHASE ONE LAND O'LAKES C04-01 1 = 40 4001 Lexington Ave N. Arden Hills, MN 55126 R A S S ` a - ° KEYPLAN PROPOSED SIDEWALK o 0 Boom- soon MONO STRUCTURAL a 7 7 7 CONCRETE STOOP USE SAND OR SANDY GRAVEL HAVING LESS THAN . . 2 13 14 2 13 14 a 13 a 50 PERCENT OF THE PARTICLES BY WEIGHT ❑ a PASSING THE 40 SIEVE AND LESS THAN 7 9 6 s 9 T(ZP _ PERCENT OF THE PARTICLES BY WEIGHT PASSING A 6 0 (� o N<] N<] , ISSUE CHART 200 SIEVE. ' / ARKING ARKING ARKING PARKING / 2 _ MARK ISSUE DATE FINISHED FLOOR / °'/ R5 KEYED NOTES 4 KEYED NOTES ARE DENOTED BY NO ON PLAN. � o � D o • . •• ° / / / / / / / / / / / / / / / / / / / I a INSTALL B612 CONCRETE CURB AND GUTTER. REFER TO DETAIL 1/C04-00. a INSTALL CONCRETE WALK, CONCRETE STOOP, AND PLAZA AREA. REFER TO DETAIL 2/CO4-00. REFER TO LANDSCAPE PLANS FOR CONCRETE FINISH AND JOINTING. REFER TO DETAIL 3/CO4-01 FOR FROST TRANSITION ZONE. I hereby certify that this plan, specification BUILDING INSTALL HEAVY-DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 3/Co4-00. or report was prepared by me or under WALL my direct supervision and that I am a duly 2 ACCESSIBLE PARKING PAVING AND GEOMETRIC PLAN — PHASE 0 N E ® INSTALL LIGHT-DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 4/C04-00. g• Licensed Professional Engineer under the > 1 = 20 a INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 6/CO4-00. REFER TO MN/DOT laws of the state of Minnesota. 4.0 C04-01 STANDARD PLAN 5-297.250 AND MN/DOT STANDARD PLATE 7038. MIN . © INSTALL PAINTED NO PARKING & ACCESS AISLE STRIPING. REFER TO DETAIL 7/CO4-00. PROPOSED PLAN SYMBOLS Q INSTALL ACCESSIBLE PARKING SIGN / NO PARKING SIGN. REFER TO DETAIL 5/CO4-00. KEVINA.BOHL ® NOT USED. Date 05-02-2016 Lic.No. 52209 CONSTRUCTION LIMITS — - - - - — Job Number 15401 INSTALL NOSE-DOWN CURB SECTION. REFER TO DETAIL 9/C04-00. PROPERTY LINE - - Drawn WH-NA 10 NOT USED. SAWCUT LINE (APPROX.) - - -- - --- Checked TJC RETAINING WALL 12 NOT USED. Approved KAB (0- MATCH PROPOSED LAYOUT 13 INSTALL FLAT CONCRETE CURB AND GUTTER. REFER TO DETAIL 13/CO4-00. TITLE SIDEWALK CROSS SECTION ❑ HEAVY DUTY 14 INSTALL PRECAST CONCRETE WHEEL STOP. REFER TO DETAIL ,4/coo-oo. PAVING AND PAVEMENT SECTION 15 INSTALL CONCRETE VALLEY GUTTER. REFER TO DETAIL 8/C04-00. LIGHT DUTY , , , , GEOMETRIC PLAN ABBREVIATIONS PAVEMENT SECTION 16 NOT USED. - PHASE ONE DRAIN TILE WITH BLDG Building CONCRETE BM Bench Mark 17 NOT USED. ROCK PACK CONC Concrete PAVEMENT/SIDEWALK ELEV Elevation 18 INSTALL RETAINING WALL. REFER TO STRUCTURAL PLANS FOR CAST IN PLACE WALL. FLAT/SURMOUNTABLE MODULAR BLOCK RETAINING WALLS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL EX Existing SHEET NUMBER CURB AND GUTTER ENGINEER. REFER TO SHEETS CO2-01, CO2-02, AND CO2-03 FOR PROPOSED FIFE Finished Floor Elevation RETAINING WALL NOTES AND TW/BW ELEVATIONS. LIFE Lower Floor Elevation ACCESSIBLE PARKING TW Top of Wall SYMBOL �� A^� nog O A^� QO� 19 NOT USED. BW Bottom of Wall '1�1J L 'FIJ v C04=01 3 FROST PROTECTION—SIDEWALK TRANSITION MIN Minimum SIGN Maximum20 NOT USED. 21 C04-01 NOT TO SCALE R Radius SCALE 19 = 40' NOT USED. TYP. Typical PARKING STALL COUNT MNMUTCD Minnesota Manual on Uniform 22 NOT USED. Traffic Control Devices Copyright©2014Perkins+Will 23 NOT USED. _ - P E R K I N z �� + W I L 84 10th St.South i Suite 200 COUNTY ROAD F Minneapolis,MN 55403 ) F t 612.851.5000 f612.851.5001 R 15.0' -RL5 2 ._ B . 0- =R20-a =_= www.per Inswl .tom - - - - - - d 10 ...- ... / 2 5 5 --------�- ------------�------------ -�- -- - --_ --- --- ° _ �,c _ ... a _-ate ...- ... ._ � ... _ o,� ... ._ _.�_ avc CIVIL/STRUCTURAL .. ... ... ... � ...- - ... -° _ ._ ... _. dNE ...-p 5 5 _ / 23 / - -, - ,- , I d 7I - / R30.0' . . - - - - - - - - - - - - - - - - - - - � _ _ _ _ - - - - - - - - I. 19 - --- --- - - --- _� � - - --T - - --, - .,, I BKBM j/ R54.0' ' 3 3.5' 26.3' 27.0' I32.7' . .,... . ;.: ENGINEERS .- i' .:` 1 I. -I 1 1 1'A. 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" � ' - - - - - - � J'/ ® INSTALL LIGHT-DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 4/CO4-00. FIELD PAINT RED 6" DIA. GALV. STEEL INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 6 CO4-00. REFER TO MN DOT I herebycertify that this Ian, specification �♦'- �-� �I Q.4-. - - - - - - �,-�` 4- 0" PIPE (SCHEDULE 40) 1 5 STANDARD PLAN 5-297.250 AND MN/DOT STANDARD PLATE 7038. / p , _ _ _ - -I ' I or report was prepared by me or under - / / 1,_! I' PROPOSED PLAN SYMBOLS © INSTALL PAINTED NO PARKING & ACCESS AISLE STRIPING. REFER TO DETAIL 7/co4-00. my direct supervision and that I am a duly / / a ❑7 INSTALL ACCESSIBLE PARKING SIGN. REFER TO DETAIL 5/CO4-00. Licensed Professional Engineer under the -/' / FILL W/ CONCRETE CONSTRUCTION LIMITS - - - - - - IaWS Of the State Of Minnesota. / / d PROPERTY LINE - - ® PROVIDE SMOOTH 5-FEET TRANSITION FROM 6612 TO MOUNTABLE CURB. �/ RETAINING WALL ❑9 INSTALL NOSE-DOWN CURB SECTION. REFER TO DETAIL 9/C04-00. TOP OF SLAB OR FINISHED GRADE INTERIOR WALL - - 10 INSTALL CONCRETE DRIVE ENTRANCE. REFER TO DETAIL 10/CO4-00. FOLLOW ALL RAMSEY KEVIN A.BOHL PITCH TOP TO DRAIN COUNTY RULES AND REULATIONS. Date 05-02-2016 Lic.No. 52209 8], FENCE 1, INSTALL CONCRETE PAVEMENT. REFER TO DETAIL 1 1/Co4-00. Job Number 15401 HEAVY DUTY °a BITUMINOUS PAVEMENT 12 INSTALL SURMOUNTABLE CONCRETE CURB AND GUTTER. REFER TO DETAIL C12/CO4-00. Drawn WH-NA LIGHT DUTY / / / / N 13 INSTALL FLAT CONCRETE CURB AND GUTTER. REFER TO DETAIL 13/Co4-00. Checked TJC BITUMINOUS PAVEMENT Approved KAB d° CONCRETE 14 INSTALL PRECAST CONCRETE WHEEL STOP. REFER TO DETAIL 14/CO4-00. 31- 8" ° ° PAVEMENT/SIDEWALK TITLE 15 NOT USED. ° ABBREVIATIONS 16 INSTALL NEW FENCE AROUND OUTDOOR POWER CENTER. REFER TO ARCHITECTURAL PAVING AND FLAT/SURMOUNTABLE PLANS FOR DETAILS. A.. . a BM Building CURB AND GUTTER 17 INSTALL TRUNCATED DOME DETECTABLE WARNING PLATES. REFER TO DETAIL 6/Co4-00. GEOMETRIC PLAN a. BM Bench Mark ❑ SET IN CONCRETE CONIC Concrete ❑ INSTALL RETAINING WALL. REFER TO STRUCTURAL PLANS FOR CAST IN PLACE WALL. PHASE TWO ELEV Elevation PEDESTRIAN CURB RAMP 18 EX Existing MODULAR BLOCK RETAINING WALLS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL 4" I dl. ENGINEER. REFER TO SHEETS CO2-01, CO2-02, AND CO2-03 FOR PROPSED RETAINING FIFE Finished Floor Elevation ACCESSIBLE PARKING 8''J 6''J LIFE Lower Floor Elevation SYMBOL Lam, WALL NOTES AND TW/BW ELEVATIONS. J, ,�� MAX Maximum SHEET NUMBER 19 INSTALL STOP SIGN. PER MNMWUTCD 2B.10. MIN Minimum R Radius SIGN I 20 REFER TO SHEET C04-03 AND LANDSCAPE PLANS FOR TRAIL LAYOUT THROUGH WOODED TYP. Typical 40' 20' 0 40' 80' AREA. C04=02 MNMUTCD Minnesota Manual on Uniform PARKING STALL COUNT ® DIINSTALL CONCRETE MECHANICAL PAD. REFER TO STRUCTURAL PLANS. VERIFY ACTUAL Traffic Control Devices DIMENSIONS OF PAD WITH MECHANICAL PRIOR TO START OF CONSTRUCTION. ('*� 3 BOLLARD SECTION SCALE 19 = 40' 22 C04-02 NOT TO SCALE INSTALL BOLLARD. REFER TO DETAIL 3/C04-02. 23 INSTALL YEILD SIGN. PER MNMWUTCD 2B.10. Copyright©2014 Perkins+Will z - P E R K I N z FINISHED GRADE CGNCRETE 84 10th St.South 1/16"(=/-) DECOMPOSED GRANITE FINES Suite200 / WITH STABILIZER, COMPACTED USING A Minneapolis,MN 55403 C O_N T Y 19 �%\ - F '\ - - VIBRATING PLATE COMPACTOR. t 612.851.5000 \ A C ` SPUN-BONDED POLYESTER GEOTEXTILE SERVES f 612.851.5001 AS SOIL SEPARATOR. / B I M I N O U S R1 ' \ - - B 0- R20.0_ BIT""I" www.perkinswill.com Al CONCRETE 1 ONSULTANTS CONCRETE \ / CONCRETE COMPACTED TO C \ CONCRETE _ _ 95% DRY PROCTORED DENSITY. p - �- . L - 96d i- ------- ---- -.vice --- --- - -------- ---_-- =_ CIVIUSTRUCTURAL cfl acy �_ � _ I R54,,� - /� / /r / �% -- III GEOTEXTILE FABRIC (TURN UP AT SIDES TO 2 0� ( III COVER BASE) 23. ° _ BKBM B ITUMINO _ U3 � \ \ I � �, �- �Sum- I I � �y PREPARED SUBGRADE ENGINEERS I I "r , R o' 30' I� I s. \ �-'B / 2 DECOMPOSED GRANITE PAVING Minneapolis, Brooklyn MN Boulevard 1 I 2 1 1 24�0' \ t ' 24.0' 6.0 R5.0' �- C04-03 NOT TO SCALE 763 843-0420p Fax: 763) 843-04211 R .5' J \ `� www.bkbm.com R5.0' I �.I 3 .0' / 9. �\ 1 _a7s-3' / 7 5 4' 9.0' MICHAUDR OOLEY SON\ 4.0' 333 SOUTH SEVENTH STREET,SUITE 1202 MINNEAPOLIS,MN 55402 1 m2 1 1 I 1 9.0' 9. / R10.0'� 2 . 9.0, www.michaudcooley.com 4.0' \ �� P:612.339.4941 10. ' 9.0 17.4' 3 .0' o' I \ I I 1 36 1 _ 18.0' \ \ 18.0' II lr \ I -- - -24. I 1 I 18 1� / 18.0' 18.0 9.0' R5. MEWl .0 g6� R8 0' \ 5.0' 18.0 l , , 18.0 I 3 .0' R 176.0' j II > \\ I 200.0' PUD APPLICATION I I 3.3' R3.0 3.O' 3.0 R3. R3.0' 10 1 R5.0 ® ® ® ® � ® ® � ® R3.0' ® ® 15.0' .0 R ° I � MAY 0Z 2016 \ R4. R1�.0' R / � I I RS.O' �- R3.0' 3.0' R3.0' � R3.4' 3.0' I R5.0' 1 1 l R I R 15.0' � � � \ R5.0 R 15.0' 8 I IJR116.0 \ R RS.o' \ 1 2 i 8.0' ® \ \ R2 0.0' III � s I � NOT FOR 2 36. 24.0' � � � � 2 .s' \ o,,' ` 12.0' CONSTRUCTION \ / / 1 2 ( 1 1 \ / 3.5' 9 `X/ e o • ° ! I ( 3, -- \ \ 3 8' LAND 0 LAKES R .5 -� 9.0' R R5.0 \\ HEADQUARTERS N / � 24. ' p \ \ Rom. R \ \ CONSOLIDATION 37 I/ F � \ 18.0' .0 ® I \ 16.8' 9.0,-- R2.5' I I / ) ) I R4. 23. 1 .5' \ ° \ 2 ✓ 47.9' ' 2 _ ® I I 9.0' � 4.5' .0' 1 I LAND 0'LAKES \ / I \ \ \ �� I 4001 Lexington Ave N. q59/ Arden Hills, MN 55126 ° ° 1 ° ► ,� \ - I I I sTEPs KEYPLAN R R4 57P M rL/ R3. I \ \ I � 8 � � KEYSTONE WALL 2 \ I \ \ R92.5 \ / R60.0' ° 5.0 90' \ \ \ R 35.2 1 - - - - R5.0' 9.0) EX/SANC BRICK OFFICE FF LAND O'LAKES, INC HE DQ�RMRS \ +r 4001 LEANGTON AVENC£N ISSUE CHART 1 1 1 1 \ � MARK ISSUE DATE s� \ ' 36.5' gwti ♦ ° •,, 14.2' RS.b' / A \ \ �vvvvvvvvvvvvvvvvvvvvvvvv_ �yvyyvyyyyyyy ~ � - I hereby certify that this plan specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the 1 W00 D ED AREA TRAIL PLAN - PHASE TWO laws of the state of Minnesota. C04-03 1 = 40 NOTE: PRIOR TO START OF TRAIL CONSTRUCTION, CONTRACTOR SHALL CONTACT CIVIL ENGINEER AND LANDSCAPE ARCHITECT TO REVIEW TRAIL PATH IN FIELD. TREES TO KEVIN A.BOHL BE REMOVED SHALL BE TAGGED BY LANDSCAPE Date 05-02-2016 Lic.No. 52209 ARCHITECT. ALL OTHER TREES TO REMAIN SHALL BE PROTECTED AT ALL TIMES. Job Number 15401 Drawn WH-NA IN Checked TJC Approved KAB TITLE WOODED AREA TRAIL PLAN ABBREVIATIONS - PHASE TWO BLDG Building BM Bench Mark CONC Concrete PROPOSED PLAN SYMBOLS KEYED NOTES ELEV Elevation EX Existing KEYED NOTES ARE DENOTED BY NO ON PLAN. SHEET NUMBER FIFE Finished Floor Elevation CONSTRUCTION LIMITS - - - - - - ❑1 REFER TO LANDSCAPE PLANS FOR TRAIL LAYOUT THROUGH WOODED AREA. REFER TO LFE Lower Floor Elevation MAX Maximum PROPERTY LINE - - 40' 20' 0 40' 80' DETAIL 2/C04-03. C04=03 MIN Minimum R Radius TREE REMOVAL ❑2 REMOVE TREE IN ITS ENTIRETY. TYP. Typical SCALE 1n = 40' MNMUTCD Minnesota Manual on Uniform Traffic Control Devices Copyright©2014 Perkins+Will PROJECT NARRATIVE OTHER NOTES: MECHANICAL AND NON STORMWATER P E R K I N 1. LONG TERM MAINTENANCE OF THE SITE WILL DISCHARGES, EXISTING AND PROPOSED THE PROJECT IS LOCATED SOUTH OF COUNTY ROAD F WEST, BETWEEN HAMLINE AVENUE AND LEXINGTON BE PERFORMED BY LAND O'LAKES AS + W AVENUE NORTH. THE PROPERTY IS APPROXIMATELY 48.87 ACRES. THE APPROXIMATE DISTURBED AREA IS 22.9 OUTLINED IN THE RECORDED MAINTENANCE 1. WATER LINE FLUSHING I L L ACRES. THE EXISTING IMPERVIOUS AREAS, A BITUMINOUS PARKING LOT, AND CONCRETE SIDEWALKS, TOTAL AGREEMENT WITH RICE CREEK WATERSHED 2. LANDSCAPE IRRIGATION 0.65 ACRES. STORMWATER RUNOFF FROM THE EXISTING SITE SHEETS FLOWS TO THE SOUTHEAST WETLAND, DISTRICT. 3. DISCHARGE FROM POTABLE WATER SOURCES TO THE EXISTING ONSITE DRAINAGE POND, TO COUNTY ROAD F WEST, TO MN/DOT RIGHT OF WAY, AND TO 4. FOUNDATION DRAINS 84 10th St.South ONSITE RAIN GARDENS. 2. THIS SWPPP WAS PREPARED BY PERSONNEL 5. FLOWS FROM RIPARIAN HABITATS AND Suite 200 Minneapolis,MN 55403 . THE PROPOSED DEVELOPMENT INCLUDES THE CONSTRUCTION OF A BITUMINOUS PARKING AREA AND 6 STREET WASH WATERS THAT ARE CERTIFIED IN THE DESIGN OF WETLANDS Minnea p CONSTRUCTION SWPPPS. COPIES OF THE t 612.851.5000 SIDEWALKS. THE PROPOSED NEW/REDEVELOPED IMPERVIOUS AREA IS APPROXIMATELY 16.2 ACRES. 7. RESIDENTIAL BUILDING WASH WATERS WITHOUT STORMWATER RUNOFF FROM THE PARKING AREAS WILL BE DIRECTED TO ONSITE STORM SEWER. THE STORM CERTIFICATIONS ARE ON FILE WITH BKBM AND DETERGENTS. f 612.851.5001 SEWER DIRECTS STORMWATER TO FILTRATION TANK SYSTEMS LOCATED UNDER THE PARKING AREA. ARE AVAILABLE UPON REQUEST. www.perkinswill.com 3. THIS SWPPP DOCUMENT MUST BE AMENDED AS CONSULTANTS NECESSARY DURING CONSTRUCTION IN ORDER TO KEEP IT CURRENT WITH THE POLLUTANT civiusTRucTURaL CONTROL MEASURES UTILIZED AS THE SITE. - - -- THE SITE MAP SHOWING LOCATIONS OF ALL STORM WATER CONTROLS MUST BE POSTED ON THE SITE AND UPDATED TO REFLECT THE BKBM PROGRESS OF CONSTRUCTION. ENGINEERS # r V CONTACTS — — _ M -�- * CITY OF ARDEN HILLS POLLUTION PREVENTION ENGINEERING DEPARTMENT MANAGEMENT MEASURES PHONE: (651) 792-7800 5930 Brooklyn Boulevard P _ Minneapolis, MN 55429-2518 1 SOLID WASTE DISPOSED PROPERLY; COMPLY WITH (763) 843-0420 Fax: (763) 843-0421 I r ~ MPCA REQUIREMENTS. MINNESOTA POLLUTION CONTROL AGENCY WON r * HAZARDOUS WASTE STORED (SECONDARY PHONE: (651) 296-6300 www.bkbm.com I, �* A+or- � - CONTAINMENT, RESTRICTED ACCESS) AND DISPOSED p ,+ IN COMPLIANCE WITH MPCA REQUIREMENTS. RICE CREEK WATERSHED DISTRICT MICHAUD COOLEY EXTERNAL WASHING OF TRUCKS AND OTHER PHONE: (763) 398-3070 ERICKSON CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE OWNER 333 SOUTH SEVENTH STREET,SUITE 1200 wt - CONTAINED AND WASTE PROPERLY DISPOSED. LAND ND OEXINGTON AVE. N. MINNEAPOLIS,MN 55402 - NO ENGINE DEGREASING ALLOWED ON—SITE. www.michaudcooley.com 4 ARDEN HILLS, MN 55126 y * y CONCRETE WASHOUT ON—SITE: ALL LIQUID AND PHONE: (651) 375-2222 P:612.339.4941 L SOLID WASTES GENERATED BY CONCRETE WASHOUT '• ' ' '" OPERATIONS MUST BE CONTAINED IN A LEAK—PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER y THAT DOES NOT ALLOW LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE NOTE: LIQUID AND SOLID WASTES MUST NOT CONTACT THE THE CONTRACTOR MUST COMPLETE, SIGN, OBTAIN GROUND, AND THERE MUST NOT BE RUNOFF FROM OWNERS SIGNATURE, PAY FEE, AND SEND IN THE THE CONCRETE WASHOUT OPERATIONS OR AREAS. NPDES PERMIT APPLICATION. CONTRACTOR SHALL � _ TLIQUID AND SOLID WASTES MUST BE DISPOSED OF PROVIDE A CERTIFIED EROSION CONTROL ' r PROPERLY AND IN COMPLIANCE WITH MPCA SUPERVISOR. SWPPP DOCUMENTATION, INCLUDING IL REGULATIONS. A SIGN MUST BE INSTALLED INSPECTION REPORTS SHALL BE RETAINED FOR A ADJACENT TO EACH WASHOUT FACILITY TO INFORM PERIOD OF THREE (3) YEARS. DESIGN All' T y - CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE CALCULATIONS ARE ON FILE AT BKBM. PROPER FACILITIES. THE CONCRETE WASHOUT AREA INDICATED ON THE PLANS IS SHOWN IN AN THE OWNER AND CONTRACTOR ARE RESPONSIBLE ' APPROXIMATE LOCATION. PRIOR TO THE START OF FOR IMPLEMENTATION OF THE SWPPP AND ` *'• � � °�l CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EXACT LOCATION IN ACCORDANCE WITH MPCA THE EROSION PREVENTION AND SEDIMENT I; ! REQUIREMENTS. CONTROL AFTER CONSTRUCTIONS� O RE, DURING, D UNTILTHE NOTICE OF TERMINATION HAS BEEN FILED. 000 _ A 4 LIL ft Im.0. PUD HANDLING AND STORAGE OF HAZARDOUS MATERIALS: STOCKPILES: APPLICATION SITE MAP IF THE CONTRACTOR INTENDS TO USE POLYMERS, ON—SITE STOCKPILES OF SOIL SHALL HAVE MAY 02 2016 FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT PERIMETER SEDIMENT CONTROL. STOCKPILES SHALL 7 CHEMICALS ON THE PROJECT SITE, THE BE STABILIZED WITH BLANKETS, TARPS, OR HYDRO A R D E N HI S , M N CONTRACTOR MUST COMPLY WITH THE FOLLOWING MULCH IF LEFT ON—SITE FOR MORE THAN 7 DAYS. MINIMUM REQUIREMENTS: SPECIAL AND IMPAIRED WATERS 1. THE CONTRACTOR MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO THESE SPECIAL AND IMPAIRED WATERS ARE CHEMICAL ADDITION TO ENSURE EFFECTIVE LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF TREATMENT. CHEMICALS MAY ONLY BE APPLIED TEMPORARY SEDIMENT BASINS: THE PROJECT LIMITS AND RECEIVE RUNOFF FROM WHERE TREATED STORMWATER IS DIRECTED TO A TEMPORARY SEDIMENT BASINS SHALL BE PROVIDED THE PROJECT SITE. DUE TO THE PROXIMITY OF SEDIMENT CONTROL SYSTEM WHICH ALLOWS FOR PER APPENDIX A, SECTION C.1.8 OF THE MPCA THESE SPECIAL ADN IMPAIRED WATERS, THE BMPS FILTRATION OR SETTLEMENT OF THE FLOC PRIOR GENERAL STORMWATER PERMIT. NOT FOR DESCRIBED IN APPENDIX A OF THE NPDES PERMIT TO DISCHARGE. WILL APPLY TO ALL AREAS OF THE SITE. 2. CHEMICALS MUST BE SELECTED THAT ARE ENGINEER ANTICIPATES THAT, PRIOR TO CONSTRUCTION APPROPRIATELY SUITED TO THE TYPES OF SOILS INSTALLATION OF FILTRATION MEDIA AND DRAIN TILE, WATERBODY IMPAIRMENT(S) LIKELY TO BE EXPOSED DURING CONSTRUCTION, CONTRACTOR WILL USE PROPOSED FILTRATION NUTRIENT/EUTROPHICATION AND TO THE EXPECTED TURBIDITY, PH AND BASINS AS TEMPORARY SEDIMENT BASINS. VALENTINE LAKE BIOLOGICAL INDICATORS FLOW RATE OF STORMWATER FLOWING INTO THE CONTRACTOR SHALL EXCAVATE TEMPORARY BASINS MERCURY IN FISH TISSUE, CHEMICAL TREATMENT SYSTEM OR AREA. AND CLAY LINE PRIOR TO USE. SURFACE WATER SHALL BE REMOVED BY SKIMMER DEVICE SUCH AS ISLAND LAKE NUTRIENT/EUTOPHICATION LAND O'LAKES 3. CHEMICALS MUST BE USED IN ACCORDANCE FAIRCLOTH SKIMMER OR THIRST DUCK, OR USING A BIOLOGICAL INDICATORS WITH ACCEPTED ENGINEERING PRACTICES, AND SEDIMENT BASINSFILTER. ALTELL RNATIVE TEMPORARY D BY HEADQUARTERS WITH DOSING SPECIFICATIONS AND SEDIMENT ENGINEER PRIOR TO USE. REMOVAL DESIGN SPECIFICATIONS PROVIDED BY CONSOLIDATION THE MANUFACTURER OR PROVIDER/SUPPLIER OF IN LIEU OF USING TEMPORARY SEDIMENT BASINS, THE APPLICABLE CHEMICALS. THE CONTRACTOR MAY PHASE THEIR CONSTRUCTION ON—SITE FUEL TANKS REQUIRE SECONDARY SO THAT NOT MORE THAN 5 ACRES OF AREA IS CONTAINMENT AS REQUIRED BY THE PERMIT. DISTURBED AT ONE TIME. FULL STABILIZATION OF PORTABLE FUEL TRUCKS SHALL HAVE THEIR SPILL THE DISTURBED AREA IS REQUIRED PRIOR TO KITS AVAILABLE DURING FUELING. SPILLS GREATER DISTURBING ADDITIONAL AREAS. THAN 5 GALLONS MUST BE REPORTED TO THE PROPER AUTHORITIES. CONSTRUCTION ACTIVITY EROSION PREVENTION PRACTICES NOTE: CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). STABILIZATION THE STORM WATER POLLUTION PREVENTION PLAN MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL FOR THIS PROJECT INCLUDES THE CIVIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY ENGINEERING PLANS AND THE PROJECT MANUAL. HAS PERMANENTLY OR TEMPORARILY CEASED ON CONTRACTOR TO SUPPLY CONSTRUCTION PHASING ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. NARRATIVE, ESTIMATED PRELIMINARY QUANTITIES OF STABILIZATION MUST BE COMPLETED NO LATER ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S ANTICIPATED AT THE START OF THE THAN 7 CALENDAR DAYS AFTER THE PROJECT AND FOR THE LIFE OF THE PROJECT, CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. AND LOCATION OF AREAS WHERE CONSTRUCTION LAND O'LAKES WILL BE PHASED TO MINIMIZE DURATION OF FOR PUBLIC WATER THAT THE DNR HAS EXPOSED SOIL AREAS. CONTRACTOR IS TO PROMULGATED "WORK IN WATER RESTRICTIONS" 4001 Lexington Ave N. REVIEW MINNESOTA POLLUTION CONTROL AGENCY'S g INSTRUCTIONS FOR THE APPLICATION FOR DURING SPECIFIED FISH SPAWNING TIME FRAMES, MINNESOTA's NPDES/SDS GENERAL STORMWATER ALL EXPOSED SOIL AREAS THAT ARE WITHIN 200 Arden Hills, MN 55126 PERMIT FOR CONSTRUCTION ACTIVITY PRIOR TO FEET OF THE WATER'S EDGE, AND DRAIN TO KEYPLAN SUBMITTING APPLICATION. THESE WATERS MUST COMPLETE THE STABILIZATION ACTIVES WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION GRADING & SOILS WITHIN 24—HOURS AFTER CONNECTION TO A BASED ON SOIL BORING(S) PROVIDED BY AMERICAN SURFACE WATER. ENGINEERING TESTING SOILS TYPICALLY FOUND ON SEDIMENT CONTROL MEASURES MUST BE INSTALLED THIS PROJECT ARE: SM, SC, AND CL ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. INSPECTIONS ISSUE CHART SEDIMENT AND EROSION CONTROL EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND MAINTENANCE WITHIN 24 HOURS FOLLOWING A 1/2 INCH OVER MARK ISSUE I DATE PERIMETER SEDIMENT CONTROL PRACTICES: WHEN 24 HOURS RAIN EVENT. SEDIMENT REACHES 1/3 THE HEIGHT OF THE STABILIZED AREAS: ONCE EVERY 30 DAYS. BMP, THE SEDIMENT MUST BE REMOVED WITHIN FROZEN GROUND: AS SOON AS RUNOFF OCCURS 24 HOURS. IF PERIMETER SEDIMENT CONTROL OR PRIOR TO RESUMING CONSTRUCTION. HAS BEEN DAMAGED OR IS NOT FUNCTIONING RECORDS: A COPY OF THE GRADING, DRAINAGE PROPERLY, IT MUST BE REPAIRED AND/OR EROSION CONTROL PLAN AND WATERSHED DATA & REPLACED WITHIN 24 HOURS. PERIMETER BMP SWPPP PLANS AS WELL AS THE MEASURES MAY INCLUDE SILT FENCING. INSPECTIONS/MAINTENANCE LOGS ARE TO BE KEPT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS: EITHER IN THE FIELD OFFICE, INSPECTOR'S ALL TRACKED SEDIMENT ONTO PAVED SURFACES VEHICLE OR CONTRACTOR'S VEHICLE. I hereby certify that this plan, specification MUST BE REMOVED WITHIN 24 HOURS OF or report was prepared by me or under DISCOVERY OR MORE FREQUENTLY IF REQUIRED direct supervision and that I am a dui BY CITY OR WATERSHED. m y su p y CONSTRUCTION SITE DEWATERING: Licensed Professional Engineer under the THE CONTRACTOR SHALL BE RESPONSIBLE FOR PORTABLE TOILET NOTES: laws of the state of Minnesota. OBTAINING ALL DEWATERING PERMITS. DISCHARGE FROM ALL DEWATERING OPERATIONS SHALL BE 1. PORTABLE TOILETS POSE AN ENVIRONMENTAL DIRECTED TO ON—SITE DEPRESSIONS. NO HAZARD WHEN PLACED IN THE VICINITY OF DISCHARGE FROM DEWATERING OPERATIONS SHALL STORM DRAINS OR BODIES OF WATER. BE DIRECTED OFF—SITE TOWARDS A WATER OF PORTABLE TOILET CLEANING ACTIVITIES CAN KEVIN A.BOHL THE STATE. ALSO GENERATE POLLUTANTS THAT CAN Date 05-02-2016 Lic.No. 52209 DEGRADE WATER QUALITY. Job Number 15401 2. PORTABLE TOILET PLACEMENT: 2.1. PLACE PORTABLE TOILETS ON FLAT STABLE Drawn WH-NA GROUND WITH CLEAR ACCESS TO THE FINAL STABILIZATION UNITS. Checked TJC STABILIZATION BY UNIFORM PERENNIAL 2.2. LOCATE TOILETS A MINIMUM OF 20 FEET Approved KAB VEGETATIVE COVER (70% DENSITY) FROM ANY WATER BODY AND 10 FEET FROM ANY CURB AND GUTTER. IF DRAINAGE DITCHES STABILIZED. UNFEASIBLE, AN EARTHERN BERM OR SAND ALL TEMPORARY SYNTHETIC AND STRUCTURAL BAG BERM SHALL BE PLACED AROUND THE STORM WATER BMP'S REMOVED. UNIT FOR SPILL AND LEAK CONTAINMENT. C 2.3. AVOID PLACING TOILETS ON IMPERVIOUS LEAN OUT SEDIMENT FROM CONVEYANCES AND POLLUTION SURFACES THAT WILL QUICKLY DRAIN TO SEDIMENTATION BASINS (RETURN TO DESIGN STORM SEWERS. PREVENTION PLAN CAPACITY). 2.4. LOCATE TOILETS SO THAT EXPOSURE TO TRAFFIC AND MOVING EQUIPMENT IS MINIMIZED. 2.5. SECURE TOILETS TO THE GROUND WITH STAKES OR CABLES. 2.6. RINSE WATER FROM CLEANING ACTIVITIES SHALL NOT BE DISPOSED ON SITE. 3. REGULARLY CHECK TOILETS FOR DAMAGE, C05=00 LEAKS AND SPILLS AS PART OF THE WEEKLY STORMWATER SITE INSPECTION. 4. OWNER IDENTIFICATION AND CONTACT INFORMATION SHALL BE DISPLAYED IN A PROMINENT LOCATION ON EACH UNIT. Copyright©2014 Perkins+Will P E R K I N \\\\\ \ + W I L OVERRAN g,p, \ \ \\ \ \ \\ 84 10th St.South 2 4.5 n 87. D \ \\ \\\ \ \\\ _ T n 8 ° OVERRAN D7. 8.2. \ \\ \\\ \ \\\ OVERHANGf�48 - i"�-9605 N° e9-5 \ \\` \\ OVERHANGf s i _s 1 N�-9aa.5 \ \\� \\ Minneapolis,MN 55403 200 _ Suite =959.5 WATER�P ^- OVERRAN / \ \ \\ \ \ \ t 612.851.5000 g OATEO 6A / / / / / \ _-lll \ \\\ \ \ 8 WATER MA/ \ f 612.851.5001 /N LAN 5 CONCR \ /"�Sfl{/N PLAN 5 CONC DATER 6-2- y ) / \ \ \ \ \ y ) \ \ \ \ \ www.perkinswill.com � w � ° w , CONSULTANTS OR CIVIL/STRUCTURAL jr cc GRASS / \ / GRAS / \\ BKBM /l GRASS /l °°I f 1109t�/MARK,-3 /I �` \\ I / / 3 I BE/ MARK/3 /I ` {f°n CONIC / `£ CONIC / ` �.✓ W'+ \\ ENGINEERS N INV-9]fi.J I � \\\ � \ / / // / / / ° INV 9]fi.JY-C I \ \\\ ° ° \ - J 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 _ ° I ( �_ - - W (763) 843-0420 F w7wbk4 - 421 G wo GRO - bm.com _24 � NI IO 66 MICHAUD COOLEY ERICKSON \ II _ L A N� \ ) ) � I I 333 SOUTH SEVENTH STREET,SUITE 1200 E ) MINNEAPOLIS,MN 55402 I elll _ _ o I � www.michaudcooley.com P:612.339.4941 // / 96 III \ / � � �✓ \ \ I I � \ \ � / � / i III \ � ��_� I C-e PU D �\f/j1 \\I-21 \ \\\\\ \ • � / / / / J \ W67LANdYEAGS� ° / / / I � \ VI67LANdFlAGS ° \\ \ � `,.:_ I \ \ � ��° I � � - ° ° \ \ I \ \ _ I APPLICATION � �. \ \ -N \ \ - \ \ �- MAY 0232016 %W E AND ` � W \ \\ \ \\ \\ \ \ C \\ \ / 1\,'\. \.\ W E A N 0 1 I I 1 ��, � I la III 1 I I � � \ �. � � e � � \ II IIIII \ \ I C NOT FOR CONSTRUCTION MANHOLE ON 1\ 9 MANHOLE ON 1\ 9 CONCRETE \\\ \ \\ \\ CONCRETE \\ LAND O'LAKES SKIMMER °yl-I)/ � I \\\\\\\ \ \ \�\ \ \ ✓ � l\ \ \ \ # ° � SKIMMER °yl-I]/ � \ \ \\ � `/ HEADQUARTERS L A N D - =9i.a \\\ \ '4S \ �� B T U M I N ° \ A i L A N D ` �cuur \\\ / U N I N Tar=9 3 \\ \\ \\\\ �� �J \\ \ O U g _sax.a SET \\ \ SITU I T D U 5 \_ \\ 9• \\� \ \ \\ \ -.9�- _ \R5480 \\� � \ CONSOLIDATION G R A 5 S \ \ \ -�^' & \ \ X N \ ��\\ \ GRASS \ \ \ 9 \ \ 4 5 FT CHAIN LINK FENCE ��G+ ° FT� \ 5 FT CHAIN LINK FENCE e/� ° C S FOLNJO//2" \ _ \ \_� _ � / F0N ,,2" s s OPEN IRON \ \\ \ \ \ `S• s s OPEN N yt 5 dal \\ \\\ � 09) < S83°26' „w 4�22 e X��X� S'�-,S,No iS�88 \ \\\\ S83°26' w 4\22 1 EXISTING CONDITIONS - PHASE ONE 40' 20' 0 'W80' 2 PROPOSED CONDITIONS - PHASE ONE LAND O'LAKES C05-01 C05-01 4001 Lexington Ave N. SCALE 1n = 40' Arden Hills, MN 55126 EXISTING DRAINAGE AREAS PROPOSED DRAINAGE AREAS KEYPLAN Q OUT (CFS) STORM EVENT Q OUT (CFS) STORM EVENT IMPERVIOUS AREA PERVIOUS AREA TOTAL AREA IMPERVIOUS AREA PERVIOUS AREA TOTAL AREA DRAINAGE AREA 2-YEAR 10-YEAR 100-YEAR DRAINAGE AREA 2-YEAR 10-YEAR 100-YEAR (ACRES) (ACRES) (ACRES) (2.81") (4.20") (7.32") ROUTING (ACRES) (ACRES) (ACRES) (2.81") (4.20 (7.32") ROUTING 1 0.38 1.55 1.93 2.31 4.63 9.73 SHEET FLOW WEST TO WETLAND 1 2.43 0.50 2.93 - - - SHEET FLOW TO SOUTH FILTRATION BASIN 2 0.00 0.43 0.43 0.42 1.03 2.40 SHEET FLOW NORTHEAST TO POND 2 0.00 0.13 0.13 0.16 0.39 0.89 SHEET FLOW NORTHEAST TO POND 3 1 0.26 0.92 1.18 2.03 1 3.98 1 8.15 SHEET FLOW SOUTH TO MN/DOT ROW 3 0.00 0.31 0.31 0.40 0.95 2.16 SHEET FLOW SOUTH TO MN/DOT ROW TOTAL 1 0.64 2.90 3.54 4.76 1 9.64 1 20.28 4 0.00 0.17 0.17 0.21 0.49 1.13 SHEET FLOW WEST TO WETLAND SOUTH FILTRATION TANKS - - - 0.19 2.68 7.98 TO WETLAND VIA ONSITE STORM SEWER TOTAL 2.43 1.11 3.54 0.96 4.51 12.16 ISSUE CHART IMARKI ISSUE DATE STORMWATER RUNOFF SUMMARY 2-YR STORM (2.81") 10-YR STORM (4.20") 100-YR STORM (7.32") RUNOFF (CFS) RUNOFF (CFS) RUNOFF (CFS) EXISTING SITE 4.76 9.64 20.28 20% REDUCTION FROM EXISTING 3.81 7.71 16.22 I hereby certify that this plan, specification PROPOSED SITE 0.96 4.51 12.16 or report 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. KEVIN A.BOHL Date 05-02-2016 Lic.No. 52209 Job Number 15401 Drawn WH-NA ABBREVIATIONS Checked TJC BLDG Building Approved KAB BMP Best Management Practice MINIMUM ESTIMATED QUANTITIES FOR BW Bottom of Wall EROSION CONTROL - PHASE ONE CB Catch Basin ITEM DESCRIPTION ESTIMATED STORM WATER CONIC Concrete QUANTITY POLLUTION ELEV Elevation DRAINAGE STRUCT. INLET FILTER 1 EACH EX Existing ROCK CONSTRUCTION ENTRANCE 1 EACH PREVENTION PLAN INV Invert CONCRETE WASHOUT 1 EACH MAX Maximum SILT FENCE 1750 LF PHASE ONE MH Manhole EROSION CONTROL BLANKET 2856 SY MIN Minimum EROSION CONTROL MAT 0 SY MPCA Minnesota Pollution Control Agency NPDES National Pollutant Discharge Elimination System PVC Polyvinyl Chloride NOTE: QUANTITEIS SHOWN ARE THE MINIMUM RCP Reinforced Concrete Pipe REQUIRED, ADDITIONAL QUANTITIES MAY BE NEEDED IF TW Top of Wall REQUIRED BY THE MPCA, WATERSHED DISTRICT, OR C05=01 W.O. Washout CITY. CONTRACTOR IS RESPONSIBLE FOR FINAL DETERMINATION OF QUANTITIES PRIOR TO CONSTRUCTION. Copyright©2014 Perkins+Will P E R K I N + W1 1 I I-I I L . ` / / / �° Z I ( = - -_- �I. LI.- -'- � - ( �j- 84 10th St.South \\ I 1 Suite200 Minneapolis,MN 55403 ,-,- / i _ - --- III )\ ) 1 I \ y°--�( // I ( ( I �\ \� � �, // �, / \^ - /\ I t612.851.5000 / \ / 1 r� f 612.851.5001 www.perkinswill.com I ` / / /// \ \ \\ \ \ CONSULTANTS t \- 1 \ \ y / r \ \\ \ I \ \ Y- I \\ Atl__� / 111 I / /�II ✓r n I / / � \ / \ \ \ // CIVIL/STRUCTURAL \ I i N / /l \ \\ \ \ \ �„ �� �\ \ ij/_ _ I f EXISTING DRAINAGE AREAS l ( I111�(I / I f/ I ( \ \ - - \ / Q OUT (CFS) STORM EVENT I / I /\ / / ( \ \ \ \\ \ \ \\ \ \ \ \\ ) \ / I I IMPERVIOUS AREA PERVIOUS AREA TOTAL AREA DRAINAGE AREA 2-YEAR 10-YEAR 100-YEAR I.I (ACRES) (ACRES) (ACRES) (2.81") (4.20") (7.32") ROUTING ( , / - _ -rt /l / / \ I \ i �/ I \ \ \ J✓ /r \ \ \ \ \\ \\ _ I (/� 1 2.32 8.50 10.82 17.96 35.46 72.99 SHEET FLOW TO SOUTHWEST WETLAND BKBM -oil �/ _T /�� + ( 1 �� // / Y \'� \ I\ \ / / \ / - �►� \�� \`` /� / I l r I 2 6.82 2.15 8.97 23.06 36.37 61.81 SHEET FLOW TO NORTHEAST CB I 1 1 , ' l� / / - - -' ✓ \ I l ( / I /i \\ \ �� \\ / -/ �\ \\` N- / %/• / ENGINEERS / / / 3 0.00 0.39 0.39 0.50 1.19 2.71 SHEET FLOW TO COUNTY RD F WEST TOTAL 9.14 11.04 20.18 1 41.52 73.02 1 137.51 1 ' . l C� 1I I ` I �. "»�'� .•., \ I ° _ / \ - - \\\ \ \ \ 5930 Brooklyn Boulevard •• \ ) �, \\ \ • Minneapolis, MN 55429-2518 1 I I ' ® \ \ I \ \ \ / .�-- �� \ / / 1/ //// //// I (763) 843-0420p Fax: (763) 843-0421 I / /ii/ - www.bkbm.com / PROPOSED DRAINAGE AREAS /' {I I I `1 1 \ l• I( \ \ I 4 \\ \ ,\\ \ - _ \ I I Z I \\ `; / / `- // / /%/ 'f�/ / ( r J IMPERVIOUS AREA PERVIOUS AREA TOTAL AREA Q OUT (CFS) STORM EVENT Ir /� �/f �/ � DRAINAGE AREA (ACRES) (ACRES) (ACRES) 2-YEAR 10-YEAR 100-YEAR ROUTING \ / (2.81") (4.20") (7.32") MICHAUD COOLEY / / � I • I, , � \ I I n - / I ,� \ \ \ \ � \ \ � J / / � j l / \ � � � � 1 5.24 1.56 6.80 - - - SHEET FLOW TO WEST FILTRATION TANK ERICKSON \1 / / �- ` �•''' �� 2 6.97 1.18 8.15 - - - SHEET FLOW TO EAST FILTRATION TANK 333 SOUTH SEVENTH STREET,SUITE 1200 3 1.16 0.13 1.29 - - - DRAINS TO EAST FILTRATION TANK MINNEAPOLIS,MN 55402 \ 4 OA1 0.24 0.25 0.33 0.75 1.70 SHEET FLOW TO COUNTY RD F WEST www.michaudcooley.com 5 0.44 0.28 0.72 2.17 3.54 6.20 SHEET FLOW SOUTH TO ON-SITE DRAINAGE POND P:612.339.4941 ( /� / / -- �I i� J� I ( I r\ '� ( � , `► \\\ \ \ I \\ \ f / / -- - //�-n - < 6 0.19 2.54 2.73 3.96 8.74 19.25 SHEET FLOW TO SOUTHWEST WETLAND t 7 0.00 0.24 0.24 0.30 0.72 1.65 SHEET FLOW TO SOUTHWEST WETLAND ( / I I I , l \ \ \ \\\ '� `\ \ \\ \ \ \ \ \ l �/S // ///// / // // / ( EAST FILTRATION TANK - - - 0.61 3.67 41.09 OVERFLOW TO ON-SITE DRAINAGE POND ° f �'�i o✓J l WEST FILTRATION TANK - - - 0.42 1.89 29.82 OVERFLOW TO SOUTHWEST WETLAND ._ \ \ \\ \ \ \ \ \ ( / / / // // / �'"` TOTAL 14.01 6.17 20.18 7.79 19.31 99.71 ��� r \ �� � It \ a � 11 I 14 --- _ _ -�. \ � ., s (-.` � �. I \ �.'-\ < \ t / �►• / / //�/ STORMWATER RUNOFF SUMMARY -�.. 2-YR STORM (2.81") 10-YR STORM (4.20") 100-YR STORM (7.32") \��;.���. \ \ � / \\ ~.r-/f I 1 .• �' //�i �i�/''/�/i //i \ RUNOFF (CFS) RUNOFF (CFS) RUNOFF (CFS) EXISTING SITE 41.52 73.02 137.51 \ , \ \`.� \ \ I 1 _.,� C I \` - \ \\ \ `l \ \� f \)III I / \ '----- �� / // // / j j//�//,�/jam \\\ ( 20% REDUCTION FROM EXISTING 33.22 58.42 110.01 o PROPOSED SITE 7.79 19.31 99.71 .0 l ' ,°'", I �I� �� \\ �I 1 1 I � I ,� \,� \\\\ 1 \ I \ \ 1 I I I - � I ( / / / I// 1 ( IIII I I I I I f `�\)\}►1( l�1 I C� \\\1} { )11/ II��' \\�\ Illf I1 / ' �,.� -_-___ I I I I ' ( III I N I II PUD 1 ----- --.�/ } I ,S / IIII 11 1 ( I III II / I III 11 �."�/ lfAlpdABAEM 1 I 1111 II �4L 1 ( ( III I1 I �"° J)I/I/ Ill \ �►I \ \ / APPLICATION cc MAY 02, 2016 Fri NOT FOR 1 EXISTING CONDITIONS - PHASE TWO 80' 40' 0 80' 160' CONSTRUCTION C05-0 1 = 80 SCALE 1' = 80' LAND O'LAKES HEADQUARTERS , `_ _ CONSOLIDATION - - - - ONC TE ��\ C • EA C C� CC � ax.• C77 CC C I �/ I C C � C 'I{ (� I (' V 1�J C I L C / NC ... �C Coy , . _ ' LAND O'LAKES cc 4001 Lexington Ave N. `; = °• °° _ Arden Hills, MN 55126 All I C C111 S KEYPLAN t C ', CCC f I t e I y ( - 3 r- ; PNPM aaumc I I Mh00/9iLM ns am a .1 \ F. I� e mw NEW s CC ,. Cj ISSUE CHART C C MARK ISSUE DATE t ABBREVIATIONS __ _ i' BLDG Building C ,' i ��/ BMP Best Management Practice BW Bottom of Wall C I CB Catch Basin 'C I I a -- j CONC Concrete i "o ELEV Elevation .. I ! I. __ ____ �'` i � •� EX Existing I I FFE Finished Floor Elevation CC C L---- " I herebycertify that this Ian, INV Invert or report was prepared b me or under HWL High Water Level pspecification a '� � p p p Y - C MAX Maximum my direct supervision and that I am a duly _- _ - MH Manhole Licensed Professional Engineer under the w � � \ ® �c. MIN Minimum 9 MPCA Minota Pollution Control laws of the state of Minnesota. t Agency ��� C `t"Mr � National Pollutant Discharge C ! `c NPDES Elimination System C CCNWL C C �..•v CC PVC Polyvinyl lwChloridevel KEVIN A.BOHL °°,,, (; C RCP Reinforced Concrete Pipe Date 05-02-2016 Lic.No. 52209 rC� c C r7l .. .� ..... r r• `r TW Top of Wall W.O. Washout Job Number 15401 Drawn WH-NA 2 PROPOSED CONDITIONS - PHASE TWO Checked TJC C05-0 1 = 80 MINIMUM ESTIMATED QUANTITIES FOR Approved KAB EROSION CONTROL - PHASE TWO STORM WATEIZTITLE ITEM DESCRIPTION ESTIMATED QUANTITY POLLUTION DRAINAGE STRUCT. INLET FILTER 57 EACH ROCK CONSTRUCTION ENTRANCE 3 EACH PREVENTION PLAN CONCRETE WASHOUT 1 EACH SILT FENCE 4159 LF . PHASE TWO EROSION CONTROL BLANKET XX SY EROSION CONTROL MAT 0 SY SHEET NUMBER NOTE: QUANTITEIS SHOWN ARE THE MINIMUM n:i REQUIRED, ADDITIONAL QUANTITIES MAY BE NEEDED IFC05=02 REQUIRED BY THE MPCA, WATERSHED DISTRICT, OR CITY. CONTRACTOR IS RESPONSIBLE FOR FINAL DETERMINATION OF QUANTITIES PRIOR TO CONSTRUCTION. Copyright©2014 Perkins+Will P E R K I N + W I L e.bNefl COUNTY R i COUNTY ROAD F / 84 10th St.South Suite 200 take FWe G I T V N I N O U S B I T V N I N O U S I CONCRETE Minneapolis,MN 55403 S ITU N I N 0VB t612.851.5000 CONC c,,,� CONCRM S f 612.851.5001 CONCRE,E ...— CIX,C-TE a .� ... ... ...— k II -- ... ... �«, CON ...�_ _ —... ... _. ... ... _.- - ... �. — ... _. ... www.per inswi .com �lT C fl A S S - O e CONSULTANTS CIVIUSTRUCTURAL I G I BKBM t I ENGINEERS .— 3 S 5930 Brooklyn Boulevard Minneapolis, MN 55429-2518 (763) 843-0420 Fax: (763) 843-0421 www.bkbm.com I MICHAUD COOLEY I ERICKSON 333 SOUTH SEVENTH STREET,SUITE 1200 MINNEAPOLIS,MN 55402 www.michaudcooley.com P:612.339.4941 >A OR ASS tJV�d I GRASS I ® sNAU cow I G R A S S cow NR[[5 P U D d GUAM RAGS ppY � wALL d__R I T U N I N O U S + �NL74 MARK/2 7"& N ODNCCOM �—x X�} APPLICATION 411- `aNc RX MAY 02, 2016 + \} cow I a WALU& CONC CONC 0 R A S SZZ k\k I / \ RAYS o CONf: /dS) COW NOT FOR p CONSTRUCTION I � I Y �\ LPLAND O'LAKES 7TL I � HEADQUARTERS I o o EVSn CONSOLIDATION AC BMUNG D_ / i 4-STORY BR/CK O RX LANO 01 LAKE$MC/EDOVA ARTERS \ 4O1O/L-IXM TON AVENLE N / I / , 9 / I � wAn cGNc I. J WALL COW 9 I I 2 4y - L------- a-STORY BBaaC*'ONrFGa E I CONC LAND O'LAKE%/NC HEADOYMRTERS 400/LEX/NGTOV AVENGE N I Q I wu I I � I I e I I —'M— f_ 4 LAND O'LAKES -----------------— — f «ERH 4001 Lexington Ave N. GRASS CONCRETE Arden Hills, MN 55126 I I KEYPLAN OMCK CO N 0 0 \ CRASS 1 AUTOTRUN TRUCK MOVEMENTS — LAKE JOHANNA LADDER / ORA. C 0 6—0 0 1 = 56 I I CORO -BENL1/MARK 0 1 GRASS \ o \ ISSUE CHART IMARKI ISSUE I DATE 48.00 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly - o Licensed Professional Engineer under the 0 1 k/ laws of the state of Minnesota. k 8.08 23.67 \ � "� KEVIN A.BOHL X� Date 05-02-2016 Lic.No. 52209 Lake Johanna Fi re +/ Job Number 15401 Width 8.25 feet / drawn WH-NA Track 8.25 feet \ k Checked Tic Lock to Lock Time 6.0 J Approved KAB Steering Angle 25.7 / TITLE /+ TRUCK TURNING +/+ MOVEMENT PLAN \ x EXHIBIT-1 SHEET NUMBER GRASS 50' 25' 0 50' 100' C06=00 ` SCALE 1n = 50' Copyright©2014 Perkins+Will 6 5 4 3 2 1 P E R K I N S MAIN SITE ENTRY SWILL 8410tn St.South �se Suite 200 Minneapolis,MN 55403 t612.851.5000 COUNTY ROAD F f 61n www.perkiswill5001 swill.com .a =o CONSULTANTS CIVIL- ,y BKBM 1 5930 BROOKLYN BOULEVARD MEMO, 4 E E STRUCTURAL BKBM N MEP MICHAUD COOLEY ERICKSON LU 333 SOUTH SEVENTH STREET,SUITE 1200 MINNEAPOLIS,MN 55402 OWNER FACILITY NORTHWEST LOT 4 3 5 STALLS _ N CONTRACTOR o yy NORTH LOT � � I M 655 STALLS M UJ WOODLAND C� TRAILS www.bkbm.com 420 / P:763.843..843.0420 C y ytia www.michaudcooley.com 612 339 4941 LANDSCAPING MARKED PEDESTRIAN CROSSWALK GUEST DROP OFF PERKINS+WILL SERVICE LOADING DOCK 103' PROPOSED CORPORATE BUILDING (50,444 SF) HEIGHT OF MECHANICAL EQUIPMENT ON ROOF: 15' 41 CHILDCARE PLAYGROUND LAWN OPEN TURF o� Q I � WEST LOT PUD 321 STALLS APPLICATION - EXISTING CORPORATE BUILDING A§1 / 05/02/2016 c ` J + c EXISTING CORPORATE BUILDING 1169109 SF / 773' "S�Rv°JXON 192 fop,Go PROJECT — — — — — — — — — — — — — — — — — — — VISITOR ENTRANCE LAND MAKES \ / / HEADQUARTERS CONSOLIDATION 4001 Lexington Ave N. Arden _ Hills, MN 1 VISITOR PARKING M I LAND MAKES 4001 Lexington Ave N. SOUTH LOT Arden Hills, MN 55126 \ I - B 267 STALLS B KEYPLAN 648 LOT COVERAGE: \ Permitted Existing Proposed Phase 1 Future Phase 2 ISSUE CHART r— Structure Coverage 3 O°6 Max. 5.62% 8.07% � (619,07 sf) 11 , 109 sf) (166,553 sf) / Landscaping Coverage 5% Min. 71. 5% 64.3.6% 57. % (722,252 sf) (1547 ,507 sf) 1} 8,119 sf 1. 3 8,490 si) � \ Total Impervious overage* % Max. 1.3 911 o 35.64% 42.7 % (1,341,325 sf) ((647,833 sf) (735,497 sf) ( 2}14 sf) N *Total impetuous co-xFerage includes the building co-%Ferage_ PHASE 1 $*No new structure s are beiflg constmeted with Phase 1 of the project_ The Master PUD and Phase 2 of the project - suggests a new 4 story office structure with a footprint of 50,,444 square feet. E *The let is 47-37 acres or 2.,063,577-7 square feet. cn C6 MARK ISSUE DATE cn PARKING LOT AND PLANTING ISLANDS: \ Job Number 051354.040 CI o \ Drawn Author I CD A ' ' J A Checked Checker Zoning Code Proposed Future Total I \ Approved Approver Phase 1 Phase 2 TITLE NI Percent of Plan ing Islands 10% Min. 14.89% 5.9% 7.62% 0 zSquare feet ofPlantincr Islancs 63f,494 1 8f,172 3O,240 4811412 ' SITE PLAN gS quare feet of Parking L of -- 1 054 51 86 4 940 w a a a CII co Ji CII SHEET NUMBER >_ U L04mO4 am P U D LAYOUT PLAN 0 1 0 1„ = 50'-011 Copyright©2014 Perkins+Will 0 CV 6 5 4 3 2 1 6 5 4 3 2 1 P E R K I N S SW I L L I 8410th St.South Suite 200 Minneapolis,MN 55403 t612.851.500 f 615001 www.perkinswillnswill.com CONSULTANTS CIVIL— BKBM 593 �. MINNEAPOL - �, IS MN 55429 - . �,- -., f� r :. ,. • • -; , �- - ., -; ,, - -� � - - t r"*��. ' STRUCTURAL o BKBM o - - r rr� f Y e MEP -C � ' .�` � MICHAUD COOLEY ERICKSON 333 SOUTH SEVENTH STREET,SUITE 1200 MINNEAPOLIS,MN 55402 C C T1N + T T1 I OWNER Uj C C C C.0 cc { 4 Y: ° FACILITY + � CONTRACTOR C C V: —C. � + i • -+ - + +' - � f .+.; ww - - -+ ;I + � ' w.bkbm.com - P:763.843.0420 _ + www.michaudcooley.com 41 • ��� � �- � � P:6LANcscAP�iNc `� PERKINS+WILL . +. 1CCC cc Q-C CC �g 11 1 1 4;�� I pa- t".` D �r ° ° { 7 � a i r 1" C-�'c ci�c C RM C C C 84809am cc CC a a P C� PROPOSED CORPORATE BUILDING HEIGHT MECHANICAL EQUIPMENT 15' ° ° L — — — CID C C CC CC + + + cc C �1 ��—T �f TT TT C S�cs C C C(Z-5� NN - C CC J �� C CPUD IBCItc C C - o APPLICATION cc Co ��s _ c, 05/02/2016 �� C C 01 1k; fop NS NOT 0 PROJECT CCCC ;I LAND MAKES Q� C C C C ct-t- C C C oc C q� - HEADQUARTERS ° �' ° � t �r CONSOLIDATION CE C le cc C 4001 Lexington Ave N. Arden Hills, MN PHASE 2 PLANT SCHEDULE \ cc cc Ch SITE PLANTING MIX SCHEDULEc c- ° SAVANNAH WILDFLOWERS MIX 7,397 SF SHRUBS 22,828 SF C C C C CtC- C CCC TURF 51,280 SF C C N C C / ° WOODLAND MIX 14 4 00 0 09 SF ° � LAND MAKES Land 4'Lakes Corporate Headquarters Expansion Plant List {,�� _ � ° 4001 Lexington Ave N. �✓ C CC Quantity I Caliper Size{Height Common Name Scientific Nam °e . Arden Hills, MN 55126 2„ 2-S„ 3-S„ 4„ S„ b, a. B CANOPY TREES • cc ztc C B KEYPLAN 3's QM Bur Oak Quarrus macrocarpa 34 Q,C White Oak Q uercus alba I 12 Ql= Northern Pin Oak QuerLus allrpsvrdalrs J 41 TA Basswood Tlia americana \ . 64 A5 Sugar Maple Ararsaccharum \ • 45 UA American Elm LJlmus americana ( � � � 21 UAP PrinctonElm LJlmusarrrericana Prineton 4 r^� C - ° • { _ 29 UAL Praine Expedition Elm Ulmus americana'Canis&Clark' eCC C 1 - °, C C 1P 15 CCG Bitternut Hickory Carya Corditofmis 35 AR Red Maple Acerfubrum \ flu 56 PT Quacking Aspen Pnpulus fremuhmko F` t J 45 PB Pa er Birch Betula fera , WCC P Papyn ., 45 _ OR Northern Red Oak Quercus rubra � � ,"� 45 CC Hackberry Gelds oecidentalis "`" {�' C ° 55 CC Ironwood Carpinus caroliniana \ S45 45 CA Pagoda Dogwood Gomus ahemifolra - ISSUE CHART 35 BPA Paper Birch $etula papyritera � ' Total 560 45 0 0 0 0 0 0 / , C C ct� C CC C EVERGREENTREES 35 j 30 6C (S-� PNI Austrian Pine Pious nigra �� `� 11 7 3 PST Eastern White Pine Pious strobes C15 3 1. PMA Black Spruce picea mariana � - /j_, Total 61 G 0 0 0 0 40 21 � / � ° �� SHRUBS _ CAM American Hazelnut Cor}+lvs americans \ � �� PVI Chokecherry Prams virginiana { VLE Nannyberry Vibumum lantago / Q CRA GreyD6gwood Comusraaemosu DPA Leathe-rwood Circa paluslris ✓� T IVE Red berried Alder flex verhollate _ _ RAC Prickly Wild Rose Rosa acieularis ti✓ - RBL Smaath Wild Rase Rosa blanda - ABL Allegheny Blackberries Rubusullegheniensis \ / - CRU Round Leaved Dogwood Comes rugosaC C C C , V _ 7AM Prickly Ash Zanlhoxylum americanum ? CCO Beaked Hazelnut Coryluscomufa �- { - r'• U RCY Prickly Gooseberry Ribes cynosbatCn Zoning o I AME Black Chakeberry Amnia melanocarpa { }r^� �f r RGL Smaath Sumac Rhus glabra L. 4 ti✓ MARK ISSUE DATE m Cn DLO Bush Honeysuckle ❑rervrllalonlcera Phase 1 Phase 1 a�..F`e 2 � � Job Number 051354.040 til ACA Leadplant Amofpha canascans _ _� _ _ r;� \ \ o ASP Saskatoon Juneberry SaImbechier sp. P e rc�•-, n} of Plantings 10 G I k-y. '9 8 1}�.99 \ � � \ Drawn Author o A _ 5BE Bebb's Willow Salrxbehbrana Percent 11 I L k� 1 I e} 1 `� \ A Checked Checker C # C L VTR Highhush Cranberry Vbumvm fnlvbum 5' - Square feet of Plantings -- 9 632 lSS 75 ' SCC Common Elderberry Sambucuscanadensrs var.canadensls \ Approved Approver m AFR False Indigo Amorphafrv[imsa f ��' `6 TITLE SSE Red Osier Dogwood Cam ussericea Total L r -- 1 490 5--E TVE Winterberry Tallata var.verlfalla[a 1 � ;I \ �Y = VRA DawnyArrowaod lrrbumvmmfinesquranvm J POP Ninebark Physocarpusopufrfolrus SAL Snowberry Symphorkun2vsalbus LANDSCAPE PLAN z CAM American Hazelnut eorylusamerrcana gTotal 10 w O LLI SHEET NUMBER 1 PUD LANDSCAPE PLAN - PHASE 1 " 1" = 50'-0" Q L04mO5 N N Copyright©2014 Perkins+Will 0 CV 6 5 4 3 2 1 6 5 4 3 2 1 P E R K I N S + W I L L 8410th St.South Suite 200 Minneapolis,MN 55403 t612.851.5000 f612.851.5001 www.perkinswill.com CONSULTANTS CIVIL— BKBM 5930 BROOKLYN BOULEVARD E E MINNEAPOLIS,MN 55429 STRUCTURAL BKBM MEP MICHAUD COOLEY ERICKSON 333 SOUTH SEVENTH STREET,SUITE 1200 MINNEAPOLIS,MN 55402 OWNER FACILITY CONTRACTOR www.bkbm.com P:763.843.0420 www.michaudcooley.com P:612.339.4941 LANDSCAPING PERKINS+WILL D D _, V A --- � A A AV A AV A \ \ — —�a� v v A FAS ------- was _----- 5 94-7 / /// ✓ / �/ / / / / / / A -- — �� \ \ A ��� , A A AV A V A� A —-946-— \/ ti - = PUD r = v vv `v vv vv ; v y v APPLICATION / 05/02/2016 Y . / AR ,-- , n° — — ———————— 4 -��� —__— —————— / A vTr \� A A r vvv w v `I vv PROJECT \ L 1 A v v� 6 1 fL tom' 4 5 AS LAND 0 LAKES -- 3 __-- v v v vv 1 v ,� ------ `�� �1 HEADQUARTERS FQE k 8 CONSOLIDATION o \ > // v �6 `v v v �� v 1 ABL / - - — ——— - v-�- � � ABL 4001 Lexington Ave N. Arden � Hills MN , 9 13 CRA ` J� TAo ° 05 — - I PHASE 1 PLANTING A V 1 / /l / / / / i// /// /l/ / / _ T'4 I CYO I A/K�j ,-- v / � v / / "� / Name Area - -- — v 6 / 1 1- l 1 � 9 RCY ;° LAND O'LAKES 1' s 9 4001 Lexington Ave N. SHRUBS 3,728 SF - 6- - t Arden Hills, MN 55126 TURF 18,941 SF __ r l v v v v 1 �I I I I I I I V � -mat� � 1 � � l 1 I 1 v v � v v v �; I ��, � � I A 1 I CRA I B ( I 11 I I v v v v v �v :I v v\ / /i / WOODLAND MIX 26 022 SF ` v �� / / — / / / B KEYPLAN RCY CAM TREE SCHEDULE - PHASE I v \ Caliper Size L Type Mark2.5° B,50 r4' 51 Plant Common Name Latin Description � � v `vvvv �� `v v cRA ` A L AR 0 12 6 0 B Red maple Acer rubrum DECIDUOUS v AS 0 12 5 = u Sugar maple Acef saccharum DECIDUOUS -- CC 0 3 7 0 0 lronwood Oaripinuscarolioiana DECIDUOUS v v v v v .v. v v �— /ABL > `Z CO 0 8 0 5 0 Common F�a6�berry Celtisoccidentalis DECIDUOUS v v v v �> Asv -- \ PT 0 0 8 0 0 Quakingaspen Po ulus tremuloides DECIDUOUS AS CLA 0 0 3 2 0 Wh ite Oakercus albs DECIDUOUS i 1 1 `I — \ CAR ISSUE CHART 1 � � � 1 1 1 v v `� � v� QE 0 5 B 5 w� Northefn Pirt Oak Q�ercuselIipsoidaI s DECIDUOUS - 1 � I 1 � i 11 � � � � v� � / v �� � �v `� � CIF >�> ` CAM QM 0 2 1 O Bur oak Queres rrtacrocara DECIDUOUS 11 v / v v > / / o r QR 0 5 4 0 ID Northern red oak Quercus rubra DECIDUOUS16 TA 0 4 11 5 0 Basswood Tilia americana DECIDUOUS UAL 0 4 0 0 1-1 Prairie Expedition Elm Ulmus americana 'Lewis & clark' DECIDUOUS �� v °� 1 1 1 1 ��� �� vv `v vv ` A /' (--j ! `I -�- IIII IIII III I PNIJ 10 112 10 1 0 1 0 1 Austrian Pine Pinus nigra CONIFEROUS — \ \ \ CAM Grand total: 140 0 55 48 � � � �. v ` ` 6 C A -- --- — / 1 \ 1 ��A,� Q 2 CAA 6 ACA — '41 C. SHRUB SCHEDULE - PHASE 1 6 Quantity Common Name Scientific Warnecn �- c � �- 29 ABE Allegheny Blackberries Amsonia 'h ubrichtii' 6 CJ�I American Hazelnut �� -�_�� v �� �� ������ �� " �� / r 6 CRAB _ ` MARK ISSUE42 DATE orylus americana v 1 F (n 64 CRA Gray Dogwood Amsonia Tubrlchtiii' --- -- °�� / � �� �_'� - 6 QE Job Number 051354.040 54 CBE Red Osier DogCD wood worus sericea (stolonifera) �� ,� ��,------ / v ���, Drawn Author CD A 12 DLO Bush Honeysuckle Diery la lornicera — �� r ,��� �,��4 A Checked Checker 19 Pill Chokeberry Pruris-virginiana `� `�v -v — PNI, --___— — ----------—--- 9 SAL Snowberry Bynnphoricarpos albos 3(6) — — —_ 954 Approved Approver TITLE 193 FP v — o — pT \ v V � — / v v ------ - , SOUTH PARKING - LANDSCAPE PLAN LLI _ / ZZ ��-- ---_ -- — / 0 / \ \ \ / �' ���; ' // / /' ` / — SHEET NUMBER L04mO7B c V SOUTHPARKING Copyright©2014 Perkins+Will CD T N 1" =30'-0" 6 5 4 3 2 1 6 5 4 3 2 1 P E R K I N 5 SW I L L 8410th St.South 1 Suite 200 se Minneapolis,MN 55403 t612.851.5000 f612.851.5001 www.perkinswill.com CONSULTANTS �^ CIVIL- 777777777 � ���o s,, .� �s ., � 3 s� BKBM _. 593 0 BROOKLYN BOULEVARD 11 MINNEAPOL ss � -.�—' IS MN 55429 -- - STRUCTURAL BKBM MEP MICHAUD COOLEY ERICKSON 333 SOUTH SEVENTH STREET,SUITE 1200 MINNEAPOLIS,MN 55402 I LU OWNER � I FACILITY CONTRACTOR NORTHWEST LOT T I I , � s�e 435 STALLS N NORTH LOT 0 655 STALLS I I www.bkbm.com PROOF OF P:763.843.0420 PARKING .� g � � � www.michaudcooley.com P:612.339.4941 I I � � g 6 � � � J LANDSCAPING 461 STALLS - T PERKINS WILL I I T D D I ° I a d 4 777 17 LLJ A LIHL =E] LLJ p i PROPOSED CORPORATE BUILDING PUD WEST LOT APPLICATION 321 STALLS T A0 05/02/2016 C I T c FOR C ONS�R�C�`ON ♦ ♦ I EXISTING CORPORATE BUILDING � I PROJECT I LAND MAKES HEADQUARTERS CONSOLIDATION \ 4001 Lexington Ave N. Arden \ \ _ / / Hills, MN f LAND MAKES I 4001 Lexington Ave N. Arden Hills, MN 55126 B SOUTH LOT — B KEYPLAN 267 STALLS I ISSUE CHART T / PHASE 1 — ------------ \ MARK ISSUE DATE 42 (nI � Job Number 051354.040 rl-v Drawn Author 0 m o A A Checked Checker Approved Approver J TITLE J g PROOF OF PARKING 0 w 0 Ji co SHEET NUMBER >_ 94 U L04ml 0 Ej C�? N ti pUD PROOF OF PARKING N1„ - 501 _011 Copyright©2014 Perkins+Will 6 5 4 3 2 1 71 P E R K I N S LAND O' LAKES + W I L L VOLUME 1 PUD PPLIC�1111'11'1111 TION MAY 02 ) 2016 � r E w ' i t r } F w 1 ru now hL IF ji _T ■ 1 L #� ■ i iJ114 + '+ Y C O O CE �I O CV Q = M J p � J U N � - - www.perkinswill.com Copyright© 2014Perkins+Will 5 4 3 2 1 P E R K I N G W I L L /\/Ex\� -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 300 Minnea olis,MN1 te p 554022 t 612.851.5000 \\ \\ \\ \\ \\ \\ \\ \\ EXISTING FIRE (4)BINS FOR / �\/\\ / / / HYDRANT �/ KLUTULIINUI / / \\ f 612.851.5001 � M/ ��/� �� ° ° 9�� COMPOST www.perkinswilLcom v C �C ]C1CI � � / p CONSULTANTS CIVIL/STRUCTURAL TRASH CONTAINER�/ // \ BKBM METAL GRATE� / 5930 BROOKLYN BOULEVARD PLATFORM � � NEW CONC WALK ) MINNEAPOLIS,MN 55429 o/ NEW 1 NEW RETAINING WALL 105.7I I / / 45 SOUTH 7TH STREET SUITE 2500 D o OVERHEAD^ o I I / D MINNEAPOLIS,MN 55402 DOOR / MEP / ° TRASH ROOM/ / i MICHAUD COOLEY ERICKSON RECYCLING / / / // 333 SOUTH SEVENTH INNEAPOLIS,MN 55402 LOADING DOCK / \ / / // � / yC� �� / www.micPa 6d12.339.4941 I Q' / � INFILL FLOOR � � � � � O 0 NEW DOCK LEVELER �� / SCAN ROOM/ NEW BALER z + / i� � Z PAPER STORAGE EXISTING � DOCUMENT CENTER '° ' NEW EXIST TO REMAIN BUILDING � GP - _ CONNECTION FACILIITES STORAGE CHAINLINK FENCE AND SECURITY GATE o / O O / O LEVEL 01 - LOADING DOCK RENOVATION 3 3/64" = 1'-0" ' PUD APPLICATION , T 'r ` j\ \ :NOT IN SCOPE► MAY0212016 C v e 0 0 vv ,' C W:� OFFICE WIF OFFICE ® �/ OFFICE / WIF / OFFICE �' V '� �� _ . Q o e❑� \ �'� �C ems' FOODp WIc �� PROJECT SERVICE • STOR. KITCHEN& STORAGE SUPPORT SPACE existing sf=2,094 WIC O / STORAGE ' / / ; o — — — — • WIC O KITCHEN O <P JAN ti Q • I ❑❑ _ _ 40%KITCHEN 868 sf EXPANSION �� Oy �b �� LAND MAKES / JAN ' % \ �, ❑❑ ❑ � � � �� � ,� � ® � HEADQUARTERS • • � • r1r1mrmn mnm tlrlM / �C-STORE ' A ­C-STORELA / SERVERY z / SERVERY rp p DINING ® ® O -- --- / ext.sf=2,329 / a 2,593 sf \ O HHH �� O 00 O 00 ]�l OCl I \ � � 00 LAND MAKES B I u o I �� • • < E 0 0 � B 4001 Lexington Ave N. of DISH RETURN +� COFFEE BA RF KEYPLAN � Arden Hills, MN 55 00 ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ 0 I DISH RETURN • I� ❑ ❑ _ '0' I COFFEE BAR (C)) — ,,,. C:=l C31 I= L �O L — - - - - - - 5a e 0 ❑ — ❑ e 5d • • I d 1=1 ❑, ISSUE CHART 0•�0 0 D I 0 0IFF 6 0 a lJula 0 0 I 0 0 � 0 0 00 LIE • 00 ❑❑ O O p oo a • • '� 6j � _� s_� y p a El00 I I n 0 o -- � ❑I � � I as ❑ I 0 0 ❑ • ❑ p- - - - - - - - - - - - - - - -/ 1 l MARK ISSUE DATE 1 Job Number 051354.040 Z A 1 • . A Drawn Author 1 Checked Checker 0 00 � 0 1 Approved Approver �� 1 ' • " ♦ ♦ TITLE N 1 U� 1 1 RENOVATION LEVEL 01 1 OVERALL FLOOR PLAN g 1 Q 1 E SHEET NUMBER co EXISTING LEVEL 01 LEVEL 01 - SERVERY/ DINING RENOVATION AO9-01 1/16" = V-0" 1/16" = V-0" N Copyright©2014 Perkins+Will N N 't 5 4 3 2 1 5 4 3 2 PERKING �- W I L L 80 S 8th Street Suite 300 Minneapolis,MN 55402 t 612.851.5000 f 612.851.5001 www.perkinswill.com CONSULTANTS CIVIUSTRUCTURAL BKBM 0 5930 BROOKLYN BOULEVARD MINNEAPOLIS,MN 55429 45 SOUTH 7TH STREET SUITE 2500 u D D MINNEAPOLIS,MN 55402 MEP U U. U. MICHAUD COOLEY ERICKSON 333 SOUTH SEVENTH STREET,SUITE 1200 MINNEAPOLIS,MN 55402 www.michaudcooley.com P:612.339.4941 NEW BUILDING CONNECTION to Q 0 CY, "40 Ar i T�l 0 0 0 -1 > PUD WORKPLACE RENOVATION APPLICATION C 218y1&.80 'ZP C MAY 0212016 AA �\O/ pQJfQ�S a`` 1 01 01 FORCO PROJECT < v- 117 LAND MAKES HEADQUARTERS 0 0 0 J, L1 LAND MAKES B B 4001 Lexington Ave N. /> Arden Hills, MN 55126 KEYPLAN NOT IN SCOPE ISSUE CHART �MARK ISSUE DATE Job Number 051354.040 Drawn Author A A — Checked Checker 0 Approved Approver co TITLE CD NOTE: PROVIDE PRICING BASED ON PILOT'S COST RENOVATION LEVEL 02 PER SQUARE FOOT FOR WORKPLACE RENOVATION AREA. OVERALL FLOOR PLAN SHEET NUMBER EXISTING LEVEL 02 A09-02 1/16"= V-10" C14 Copyright @ 2014 Perkins+Will C14 C14 —It 1 5 4 3 2 5 4 3 2 1 P E R K I NG + W I L L 8410th St.South Suite 200 Minneapolis,MN 55403 t 612.851.5000 f612.851.5001 www.perkinswill.com CONSULTANTS CIVIUSTRUCTURAL BKBM 5930 BROOKLYN BOULEVARD MINNEAPOLIS,MN 55429 45 SOUTH 7TH STREET SUITE 2500 D D MINNEAPOLIS,MN 55402 MEP MICHAUD COOLEY ERICKSON 333 SOUTH SEVENTH STREET,SUITE 1200 MINNEAPOLIS,MN 55402 www.michaudcooley.com P:612.339.4941 21 20 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" I I I I I I I I I I I I I I I I I I I I MECH SCREEN,MP-1 MECH SCREEN,MP-1 MECH SCREEN,MP-1 PENTHOUSE SKY-1 SKY-1 I I I I I I I I I I MP-1 I CW-2 I I I MP-1 CW 2 LEVEL 05 44 I I I _ _ _ _ LEVEL 04 GLASS GUARDRAIL CW-1 140' 0" P U D I I I BR-1 I I I I I I I APPLICATION LEVEL 03 - - - - - - - - - - - - 127'_°" C MAY 0212016 I I I I I I I I I I LEVEL 02 CW-1 I I I I CW 1 I I I I I CW-1 I CONC-1 BR-1 LE 2 MP C�NSZRV 111'-8" CZ��N LEVEL 01 NOS FOR - — - — — — — — — — — — — — — — — — — — — — — — — — - — — — 100' 1, PROJECT (pNORTH EXTERIOR ELEVATION 6" = 1'-0" LAND MAKES HEADQUARTERS z 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 LAND O'LAKES 0 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 4001 Lexington Ave N. C14 B B Arden Hills, MN 55126 0 I I I MECH SCREEN,MP-1 I I I I MECH SCREEN,MP-1 I I I I MECH SCREEN,MP-1 I I I I KEYPLAN PENTHOUSE U Qi MP-1 SKY-1 SKY-1 J O I MP 1 o CW-2 U) N CW-2 LEVEL 05 o cw 1 * Cw 1 ISSUE CHART N _ — I — — — CONC-1 — _ _ LEVEL 04 m 140' 0" N BR-1 GLASS GUARDRAIL w >_ 1j AL 12T-0" g N w � 50 .01 — — — — — — — — — — LEVEL 02 CIO LEVEL 02 MP C7 111'-8" 57 LU CW-1 CW 1 BR-1 c LEVEL 100-o1' Q J i MARK ISSUE DATE o Job Number 051354.040 0 Drawn Author A A 0 Checked Checker T QApproved Approver m SOUTH EXTERIOR ELEVATION TITLE 1 1/16" = 1'-0" EXTERIOR ELEVATION Q SHEET NUMBER N A2OmOl a7 co N Copyright©2014 Perkins+Will N � 5 4 3 2 1 5 4 3 2 1 P E R K I NG + W I L L 8410th St.South Suite 200 Minneapolis,MN 55403 t 612.851.5000 f612.851.5001 www.perkinswill.com CONSULTANTS CIVIUSTRUCTURAL BKBM 5930 BROOKLYN BOULEVARD MINNEAPOLIS,MN 55429 45 SOUTH 7TH STREET SUITE 2500 D D MINNEAPOLIS,MN 55402 MEP MICHAUD COOLEY ERICKSON 333 SOUTH SEVENTH STREET,SUITE 1200 MINNEAPOLIS,MN 55402 www.michaudcooley.com P:612.339.4941 PUD APPLICATION C c MAY 0212016 R CONSZRwCj\ON NOZ FO PROJECT LAND MAKES HEADQUARTERS C D I I _ LEVEL 04 gK 140'-0" U CONC-2 LAND MAKES co B L 127L003 B 4001 Lexington Ave N. Arden Hills, MN 55126 o o -. co I _ LEVEL 02 Q� LEVEL 02 MP J 111--8" w 0 O 0 �10R GRAND STAIRS N O 0 0 o_ 0 co ISSUE CHART N O co O D C A B B C D N i > C B A U g j I I I MECH SCREEN, I I I I MP-1 PENTHOUSE MECH SCREEN, MP-1 CW-2 MP-1 m z IMP-1 MP-1 C7 w MP-1 I INTERIOR GLAZING 0 o I MP-1 CW 2 U 64' 0" 24' 0' \A. 28' 0„ 64'-01, MP-1 M Q� I I I I I CW-2 O LEVEL 05 LEVEL 05 LEVEL 05 LEVEL 05 J ' — — — ' — — _LE MARK ISSUE DATE 0 Cl)o co 64'-01, 153' 0" 24' 0' 153' 0" Cl)o Cl) 28' 0" 153' 0" o 64'-0" 153' 0" Job Number 051354.040 M Drawn Author M A I I I I4 A Checked Checker H4, _ _ LEVEL 04 ---- . - � H — LEVEL 04 — LEVEL 04 H 44 H 1� — _LEVEL 04 Q140' 0" 140' 0" N 140' 0" CW 1 140' 0" Approved Approver CU CW 1 litCW 1 TITLE o CW-1 CONC-1 _ _ LEVEL 03 LEVEL 03 _ _ I _ LEVEL 03 I BR 1 _LEVEL 03 127'-0" — — — 12T 0" 12T 0" 127'-0" BR-1 EXTERIOR ELEVATION EO CONC 1 3: — _ LEVEL 02 I — = LEVEL 02 I — I _ _LEVEL 02 _LEVEL 02 MP 114'-0" _ _ _ _ _ LEVEL 02 MP Q EXTERIOR INTERIOR 111' 8" EXTERIOR� INTERIOR LEVEL 02 MP 111' 8" SHEET NUMBER 111'-8" METAL ACCESS GATE N A20 02 M EAST EXETERIOR ELEVATION EAST EXTERIOR ELEVATION WEST EXTERIOR ELEVATION WEST EXTERIOR ELEVATION co 4 1/16"= 1'-0" 1/16" = 1'-0" 1/16" = 1'-0" 1/16"= 1'-0" N Copyright©2014 Perkins+Will N Nt 5 4 3 2 1 - 11 off 11 J. AV d. JAP 1' • 11 • 1 • ,1 -. ' ,L r Ir �tl .fir •{ �. 1 r * + •N r f- , } loi9. JWn N7. ..j?W�. —" Ik min I 1i jo % 101mi IMimi 10i1p 01 I.. "N. JV!110 ;r.9-- w1krJoAe orp ip ■ A- • s /r` r *#' ,.+" '•Fr { " z f 'fi 1, #i - # • •w q ~ f�' - 1 'll - r .y � ,w �*r.�, _ t its• •ti r • ' ' , - # ,' 5 ~ • r , f - } ` T t. , r a 4 rib �� ~ #• ate. + t` it + J� �� ry . �• ti ,,4■.* r t � - • A. ir % V• -''w i ,' / i i ;p ' 1 pv • r•' 9• i • u �I x - •.. .. ������� � ��� L �. '3� 5 � t Y_�r 'fir ,�� i;R y � +;t x 1 •� F.Fs Li } Ai *� h5 s 1{•} �R■*�� # If 4y�• a '! r R; `ti �i4 f ty ■ .+! ,iXa f #T-1 *i y '; .P d .# • 3, '� l�'rt�' -.�� .{'f�'L+ *+'L�l�'��.��1''�.�-,'�i.` E- 5 ._•�+ � f �,• � F_{,�� 's r�+�"w; 'a#''�'L } ■1 �'�, �'•.t.y ,1 �i�_ - 4 r �1r�� � � + _ '�� # .' ,. L s.+ri _+ i� 4 �' #.,. " * ►r*{ L •. },ki - Af ri ir ad i# y, r- ice' *ri. 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(2) 188W LED/4000K/ 22' POLE PLUS T CONCRETE BASE, DOUBLE HEADS, DIE-CAST 277 V INTEGRAL LITHONIA DSX2-80C-700 LED SERIES 8410th St.South LOT AREA LIGHT ALUM POLE 16,000 LUMENS ALUMINUM HOUSING, SEALED AND GASKETED, FULL CUTOFF, TYPE DRIVER Suite 200 III DISTRIBUTION WITH BACKLIGHT CONTROL OPTICS Minneapolis,MN 55403 AAL1 25' SINGLE HEAD PARKING LED 22' ST.SQ. (1) 188W LED/4000K/ 22' POLE PLUS 3'CONCRETE BASE, DIE-CAST ALUMINUM HOUSING, 277 V INTEGRAL LITHONIA DSX2-80C-700 LED SERIES t612.851.5001 LOT AREA LIGHT ALUM POLE 21,500 LUMENS SEALED AND GASKETED, FULL CUTOFF, TYPE III MEDIUM DRIVER f 612.851.5001 DISTRIBUTION www.perkinswill.com AAL2 25' DOUBLE HEAD PARKING LED 22'ST.SQ. (2) 188W LED/4000K/ 22' POLE PLUS T CONCRETE BASE, DOUBLE HEADS, DIE-CAST 277 V INTEGRAL LITHONIA DSX2-80C-700 LED SERIES CONSULTANTS LOT AREA LIGHT ALUM POLE 21,500 LUMENS ALUMINUM HOUSING, SEALED AND GASKETED, FULL CUTOFF, TYPE DRIVER IV MEDIUM DISTRIBUTION CIVIUSTRUCTURAL AAL5 25' SINGLE HEAD PARKING LED 22'ST.SQ. (1) 188W LED/4000K/ 22' POLE PLUS 3'CONCRETE BASE, DIE-CAST ALUMINUM HOUSING, 277 V INTEGRAL LITHONIA DSX2-80C-700 LED SERIES BKBM LOT AREA LIGHT ALUM POLE 16,000 LUMENS SEALED AND GASKETED, FULL CUTOFF, TYPE III DISTRIBUTION DRIVER WITH BACKLIGHT CONTROL OPTICS 5930 BROOKLYN BOULEVARD AAL6 25' SINGLE HEAD PARKING LED 22'ST.SQ. (1) 188W LED/4000K/ 22' POLE PLUS 3'CONCRETE BASE, DIE-CAST ALUMINUM HOUSING, 277 V INTEGRAL LITHONIA DSX2-80C-700 LED SERIES MINNEAPOLIS,MN 55429 LOT AREA LIGHT ALUM POLE 21,500 LUMENS SEALED AND GASKETED, FULL CUTOFF, TYPE IV DISTRIBUTION DRIVER www.bkbm.com D WITH HOUSE-SIDE SHIELD D P:763.843.0420 AAL7 25' SINGLE HEAD PARKING LED 22'ST.SQ. (1) 137W LED/4000K/ 22' POLE PLUS 3'CONCRETE BASE, DIE-CAST ALUMINUM HOUSING, 277 V INTEGRAL LITHONIA DSX2-80C-530 LED SERIES MEP LOT AREA LIGHT-ROADWAY ALUM POLE 12,000 LUMENS SEALED AND GASKETED, FULL CUTOFF, TYPE III DISTRIBUTION DRIVER WITH BACKLIGHT CONTROL OPTICS MICHAUD COOLEY ERICKSON AAL8 SINGLE HEAD POST TOP LED 14'ST.RD. 48W LED/4000K/4000 TYPE III DISTRIBUTION, CUTOFF, 14' POLE HEIGHT, 0-10V DIMMING 277 V INTEGRAL EATON INVUE ARBOR POSTTOP 333 SOUTH SEVENTH STREET,SUITE 1200 MOUNT-DECORATIVE ALUM POLE DLVD. LUMENS DRIVER MINNEAPOLIS, MN 55402 AAL9 SINGLE HEAD POST TOP LED 14'ST.RD. 48W LED/4000K/4000 TYPE II DISTRIBUTION, CUTOFF, 14' POLE HEIGHT, 0-10V DIMMING 277 V INTEGRAL EATON INVUE ARBOR POSTTOP www.michaudcooley.com MOUNT-DECORATIVE ALUM POLE DLVD. LUMENS DRIVER P:612.339.4941 AAL10 SINGLE HEAD POST TOP LED 14'ST.RD. 48W LED/4000K/4000 TYPE V DISTRIBUTION, CUTOFF, 14' POLE HEIGHT, 0-10V DIMMING 277 V INTEGRAL EATON INVUE ARBOR POSTTOP MOUNT-DECORATIVE ALUM POLE DLVD. LUMENS DRIVER ................ BBL ROUND BOLLARD LIGHT LED SURFACE 15W LED/4000K/580 4.5" DIA. EXTRUDED ALUMINUM FIXTURE BODY WITH DIE CAST TOP, 277 V INTEGRAL LOUIS POULSEN FLINDT DIRECT LUMENS 43.3"TALL, 180 DEGREE DISTRIBUTION WITH CUTOFF, CLEAR DRIVER BURIAL POLYCARBONATE LENS, DIRECT BURIAL, 0-10V DIMMING CCL FULL CUT-OFF WALL MTD LED SURFACE 24W LED/4000K/2000 FULL CUT-OFF, APPROX. 16"X 7"X 9", TRAPEZOIDAL SHAPE, MEETS 277 V INTEGRAL LITHONIA WST LED LED AREA LIGHT WALL MTD. LUMENS LM79 AND LM80, UL WET LOCATION LISTED, TYPE IV DISTRIBUTION DRIVER DDL EXTERIOR 4" RECESSED LED RECESSED 13W LED/4000K/ 1000 SPECULAR CLEAR ALZAK CONE, UL DAMP LISTED 277 V INTEGRAL GOTHAM LIGHTING EVO 4"SERIES Calculation Summary DOWNLIGHT - SOFFIT LUMENS DIMMABLE 4...: DRIVER Label Units Avg Max Min Avg/Min HHL RECESSED STEP LIGHT LED RECESSED 11.2W LED/4000K/340 DIE CAST ALUMINUM HOUSING, SEALED AND GASKETED, 0-1OV 120 V INTEGRAL BEGA 22384 LED LEED Boundary Horizontal Fc 0 . 00 0 . 03 0 . 00 N . 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