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2018-03-20 City Council Regular Meeting Packet
Agenda City Council Meeting City of Edina, Minnesota City Council Chambers Tuesday, March 20, 2018 7:00 PM I.Call To Order II.Roll Call III.Approval Of Meeting Agenda IV.Community Comment During "Community Comment," the City Council will invite residents to share new issues or concerns that haven't been considered in the past 30 days by the Council or which aren't slated for future consideration. Individuals must limit their comments to three minutes. The Mayor may limit the number of speakers on the same issue in the interest of time and topic. Generally speaking, items that are elsewhere on tonight's agenda may not be addressed during Community Comment. Individuals should not expect the Mayor or Council to respond to their comments tonight. Instead the Council might refer the matter to sta) for consideration at a future meeting. V.Adoption Of Consent Agenda All agenda items listed on the consent agenda are considered routine and will be enacted by one motion. There will be no separate discussion of such items unless requested to be removed from the Consent Agenda by a Member of the City Council. In such cases the item will be removed from the Consent Agenda and considered immediately following the adoption of the Consent Agenda. (Favorable rollcall vote of majority of Council Members present to approve.) A.Approve Minutes: Work Session of March 6, 2018 and Regular Meeting of March 6, 2018 B.Receive Payment of Claims As Per: Pre-List Dated 3/01/2018 TOTAL: $975,200.88 And Per Pre-List Dated 03/08/2018 TOTAL $1,094,007.79 and Credit Card Transactions 12/27/2017- 01/25/2018 TOTAL $51,946.05 C.Request for Purchase: Comprehensive Plan Update, Revised Contract BIKO Associates D.Request for Purchase: Redesign of Employee Extranet, "Edinet" E.Request for Purchase: PK 18-3 Courtney Field Light Installation F.Request for Purchase: PK 18-3 Courtney Field #1 Lights G.Request for Purchase: Contract ENG 18-4 -Normandale Park D and Bredesen Park A Neighborhood Roadway Reconstruction H.Request for Purchase: Contract ENG 18-2 -West 62nd Street Neighborhood Roadway Reconstruction I.Approve Site Improvement Performance Agreement: JC Penney Redevelopment J.Proposed Increase in Utility Franchise Fees: Ordinance No. 2017-16 (Xcel) K.Resolution No. 2018-26, Ordinance No. 2018-05: Final Rezoning & Final Development Plan: Edina Flats, Valley View Road & Kellogg L.Approve New Date for Community Volunteer Recognition Reception VI.Special Recognitions And Presentations A.Commissioner Jan Callison Update B.Speak Up, Edina!: Aquatic Center's 60th Anniversary C.Proclamation: March 29, 2018 Vietnam Veterans Day In Edina VII.Public Hearings During "Public Hearings," the Mayor will ask for public testimony after City sta) members make their presentations. If you wish to testify on the topic, you are welcome to do so as long as your testimony is relevant to the discussion. To ensure fairness to all speakers and to allow the eKcient conduct of a public hearing, speakers must observe the following guidelines: Individuals must limit their testimony to three minutes. The Mayor may modify times, as deemed necessary. Try not to repeat remarks or points of view made by prior speakers and limit testimony to the matter under consideration. In order to maintain a respectful environment for all those in attendance, the use of signs, clapping, cheering or booing or any other form of verbal or nonverbal communication is not allowed. A.PUBLIC HEARING: Resolution No. 2018-27, Ordinance No. 2018- 06, Rezoning with Variances, Ted Carlson on Behalf of Caribou Co)ee & Einstein Bagels, 5000 Vernon Avenue VIII.Reports/Recommendations: (Favorable vote of majority of Council Members present to approve except where noted) A.Resolution No. 2018-28: Accepting Various Grants & Donations IX.Correspondence And Petitions A.Correspondence B.Minutes 1.Minutes: Planning Commission, February 14, 2018 2.Minutes: Energy and Environmental Commission, February 8, 2018 3.Minutes: Parks & Recreation Commission Feb. 13, 2018 X.Aviation Noise Update XI.Mayor And Council Comments XII.Manager's Comments A.Bus Circulator Task Force XIII.Schedule of Meetings and Events as of March 20, 2018 XIV.Adjournment The City of Edina wants all residents to be comfortable being part of the public process. If you need assistance in the way of hearing ampliLcation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. 111 WATER MAIN ID STREET LIGHTING El OTHER: \-ka c3. —44k, — ko iic,Ar-o t-4.3 Eric ."1"k3 ~iSclogc_ Cer,s the improvements listed above to theme` ((< and and and ADDRESS ADDRESS ADDRESS ADDRESS and and DC'• ADDRESS ADDRESS SIGNAT .4111 / 411.740 /AAW, 012 KT,4 City of Edina, Minnesota CITY COUNCIL 4801 West 50th Street • Edina, Minnesota 55424 (952) 927-8861 • (952) 927-7645 FAX • (612) 927-5461 TDD DATE RECEIVED: PETITION TO THE CITY COUNCIL 111 SIDEWALK q ALLEY PAVING El STORM SEWER q SANITARY SEWER El CURB AND GUTTER ONLY q PERMANENT STREET SURFACING WITH CURB AND GUTTER To the Mayor and City Council: The persons who have signed this petition ask the City Council to consider locations listed below. A. L.(5 C.c.4._$,t, o N.) -%A-L(k-l. 6. between L ATION OF IMPROVE NT BY STREET NAME L\ t--A3 between between between ADDRESS L CATION OF IMPROVEMENT BY STREET NAME DO %"-- (.\. LO TION OF IMPROVF BY STREET NAME 0 c CD N- \ LOCATION OF IMPROVEMENT BY STREET NAME ADDRESS IMPORTANT NOTE: THE PERSONS WHO HAVE SIGNED THIS PETITION UNDERSTAND THAT THE CITY COUNCIL MAY ASSESS THE COSTS OF THESE IMPROVEMENTS AGAINST THE PROPERTIES BENEFITING FROM THE IMPROVEMENTS IN AMOUNTS DETERMINED BY THE COUNCIL AS AUTHORIZED BY CHAPTER 429, MINNESOTA STATUTES. PROPERTY OWNER'S OWNER'S NAME (PRINTED) AYAD K6k1 ITS al- \.) PROPERTY ADDRESS (PRINTED) CeeZq Do/Z0,6 (o300 00i be1/4 ,S/4/4/1.-7 30 7 273/,..0/1/ L A/4 k) inc-RA-ae vz_s DA) Cc;:t,( krz.DcU Lbw v--- t 01_6 fi-p32,1-0--nr, z5-ziom This petition was circulated by: Ver-coLL,LA--e_ t-e 6 3o® b6vv,\ i\-e NAME ADDRESS PHONE There is space for more signatures on the back. APRIL 2008 )(4 Alatal Gtr" (10.5. o Kao/ o (.6/7 PROPERTY OWNER'S SIGNATURE OWNER'S NAME (PRINTED) PROPERTY ADDRESS (PRINTED) This petition was circulated by: 0 oz% ‘^. o- NAME ADDRESS PHONE The Minnesota Data Practices Act requires that we inform you of your rights about the private data we are requesting on this form. Under the law, your telephone number is private data. This petition when submitted will become public information. There is no consequence for refusing to supply this information. You may attach extra pages with signatures. APRIL 2008 Vercauteren, Eric R. Subject: FW: March 20, 2018 City Council Meeting - Implications of Failing to Find Special Benefit When Levying Special Assessments Attachments: mime-attachment; Assessment History.pdf; PIR CAP INTEREST2016.pdf; Boton and Menk Info - OSA Support.pdf From: Eric Vercauteren <ericrvercauteren@yahoo.com> Date: March 20, 2018 at 11:28:28 AM CDT To: RStewart@EdinaMN.gov, KStaunton@EdinaMN.gov, JHovland@EdinaMN.gov, mbrindle@EdinaMN.gov, MFischer@EdinaMN.gov Cc: ehcconsultants@gmail.com, rickfhansen@gmail.com, cpete572@gmail.com, Eric Vercauteren <ericrvercauteren@yahoo.com> Subject: March 20, 2018 City Council Meeting - Implications of Failing to Find Special Benefit When Levying Special Assessments Dear Edina City Council Members: Please see the email chain below. This email to Manager Neal details some very troubling interactions between City Staff and residents on the road reconstruction project impacting Normandale Park D residents. In advance of the meeting tonight, we also want this Council to be aware that based on a communication yesterday from the Edina City Clerk, Ms. Debra Mangen, the City has affirmed in writing that it makes no effort to find a special benefit prior to recommending special assessments to the Edina City Council for approval. This is tantamount to saying the special assessments are arbitrarily determined which is very problematic given the well-established legal standards involved. The email from Ms. Mangen is copied below: From: Deb Mangen <DMangen@EdinaMN.gov> Date: March 19, 2018 at 9:56:02 AM CDT To: [redacted] Subject: RE: Online Form Submittal: Public Data Request - Minnesota Government Data Practices Act Good Morning, I've checked with Engineering and to our knowledge we only apply the special assessment policy. There has not been any review of special benefit to residential properties that result from road reconstruction projects. i.e. hiring an appraiser paid by the city to verify the special benefit test is met. Debra Mangen, MMC, City Clerk 952-826-0408 I Fax 952-826-0390 1 DMangenAEdinaMN.qov I EdinaMN.qov This in essence means that the November 8, 2017 approval of the Council authorizing the specia assessment for the road reconstruction contracts on the agenda for the City Council meeting thi is fundamentally flawed. The special assessment lacks the necessary foundation to satisfy the ba requirements of Minnesota Law and therefore violates the constitutional rights of your constitui short, the Council is not "duly authorized" to approve the contracts tonight. The members of this City Council have an obligation to ensure the City fulfills its duties under the law and lawfully exercises its powers. Therefore, the contracts on the agenda for the City Council meeting tonight must be rejected to avoid further violations of law and the potential for personal liability. Regards, Sent from my iPhone Begin forwarded message: From: Eric Vercauteren <ericrvercauteren@yahoo.com> Date: March 13, 2018 at 5:00:10 PM CDT To: cmillner@EdinaMN.gov, "cschulze@edinamn.gov" <cschulze@edinamn.gov>, rickfhansen@gmail.com, ehcconsultants@gmail.com, hj@actroof.com, sneal@edinamn.gov, JHovland@EdinaMN.gov, cpete572@gmail.com Subject: Follow-up to February 6 2018 Resident Meeting Dear Manager Neal: I wanted to "close the loop" for now on a few issues that I view as outstanding following our February 6 meeting. I would like to start by complimenting Mr. Schulze for his warm demeanor and candor with residents last night. Unfortunately, Mr. Milner continues to be evasive and rather than communicate clearly and honestly with residents he chooses to continue to try to hide the ball from residents. This is very disappointing. Other than a few honest statements from Mr. Schulze, the meeting last night was ill prepared and a complete waste of residents' time. Staff could not even answer the simple question of "when will the project begin." 1. Response to Request on Roadway Assessment Costs. We still have not received a response on the question of what project costs are properly allocated to residents as "roadway costs" under the City of Edina's Special Assessment policy. You and Mayor Hovland committed to get this information back to the resident group. The lack of a clear policy combined with the City's refusal to actually determine a "special benefit" for these projects is exactly the type 2 of conduct that resulted in the White Oaks Neighbors suing the City for a lack of special benefit. Residents should not be forced to sue the City to force the City to honor its basic legal responsibilities — they should be able to trust the City and its officials are looking out for them. Unfortunately, in my opinion, the opposite is true. I will reiterate to you that no one in the Normandale Park D neighborhood that I have spoken with believes that the new road will add $14,900 or $13,600 of market value to land the house sits on - which as you know is the legal standard. Based on the City's policy and methodology the value created by the utility improvements is irrelevant to the determination of the "special benefit" for purposes of the street reconstruction special assessment. 2. Communications with and from Director Milner. I want to reiterate how profoundly disappointed I am in Chad Milner's inability to be forthright with residents. Below is just one example of an email chain where he intentionally wound me around the axel with the hope of misleading me on the issue I was questioning as to why there was no driveway apron expense in our project. Last night he and Mr. Schulze informed the residents that the bid now had a line item for the driveway apron and that is a City item. I can accept that mistakes happen — we all make them. What I cannot accept is when a city official intentionally misleads residents. You will see in the email chain below that Mr. Milner is also flat out wrong as to how the "finance costs" (which are different than the finance charges that City's materials state are zero if the assessment is paid in fl) are calculated and assessed. This is likewise concerning. Which leads me to my next point; last night director Milner informed residents that in 2008 residents of the Highlands neighborhood took the City of Edina to court on the special benefit question and lost. This is simply not true. The case brought by the Highlands residents was questioning the propriety of the City's allocation of capitalized finance costs and staff time to the project. While it is true that the City "won" that case, the issue of special benefit was not before the court. In my opinion, Mr. Milner is once again misleading residents by making unsupported statements that are simply not true. In that exchange, when I asked a further question about the amount of the Highlands assessment, Mr. Milner also felt it appropriate to state in front of the group that the City had provided us with 10 years of assessment history and therefore I should know the amount the Highlands residents were assessed. In fact, the assessment history provide by the City only goes back to 2012 (please see attached email). I understand that Mr. Milner is not used to answering hard questions about what he is doing with these projects but that does not mean that he should take the liberty of making unsupported statements in front of a group of my neighbors. Based on my interactions with Mr. Milner, I firmly believe that he is in over his head. As an outsider to this process it is clear that the City's road reconstruction projects lack sufficient independence and oversight. The severe lack of internal controls and checks and balances is even more troubling because of the way the City is 3 approaching the use of Section 429 to fund these projects (i.e., assessing costs while not looking for any special benefit). 3. Allocation of Consulting Design and Inspection Costs. Also, attached is the documentation that demonstrates that the City had an arrangement with Bolton & Menk to provide services for both road reconstruction and utility oversight work for BA-413. The invoices show days on end of 8 to 10 hours of time being charged to the project when there was clearly both utility and road work ongoing. On certain of these days it is without a doubt true that the Bolton & Menk representative was overseeing only or primarily utility work. Yet, in the final analysis 97% of the time charged by Bolton & Menk in the BA-413 project was allocated to residents. Because Mr. Milner is unwilling to give residents an honest answer about what went wrong here, we have no choice but to look for other avenues to discover the truth about the underlying cost allocations in these projects. I am very disappointed in the way the City of Edina continues to communicate (or not communicate) with residents about these projects. The blatant omission of important information from the public eye in approving the projects (i.e., finance costs and allocation of staff time which account for $2,500 per REU) is only slightly less disappointing than the efforts of City Staff to cover up known issues (e.g., omission of apron expenses and misallocation of consulting and design time). I think the City should issue a sincere apology to residents for the way it has bungled these road reconstruction projects in the past. I would again ask that the City reevaluate both its Living Streets Policy and its Special Assessment Policy and come up with an approach that actually shows the City cares about residents and is reasonably designed to comply with Minnesota Chapter 429. Regards, Edina Concerned Resident Special Assessment Task Force From: Eric Vercauteren [mailto:ericrvercauteren@yahoo.conn] Sent: Tuesday, March 13, 2018 11:22 AM To: [ ] Subject: Fwd: Normandale Park D Questions - Eric and Rick Sent from my iPhone Begin forwarded message: From: Chad Millner <cmillner@EdinaMN.gov> Date: November 20, 2017 at 2:04:58 PM CST To: 'Eric yahoo' <ericrvercauteren@yahoo.com>, Carter Schulze <CSchulze@EdinaMN.gov> Cc: "rickfhansen@gmail.com" <rickfhansen@gmail.com> Subject: RE: Normandale Park D Questions - Eric and Rick 4 Eric, Find answers to most of your questions. I'm having trouble tracking all the questions and data requests between the various emails. If I miss something please ask again. If you have a detailed list on what you've received and what you're looking for, please provide, otherwise I will continue to sort the emails and put the data on the jump drive after we've gotten it all together. 1. The spreadsheet is an estimate. It is not the bid tab. Staff continues to add / subtract items based on whether or not they are needed in the project. Depending on the curb type — aprons may or may not be included. Aprons are funded out of the storm water utility and not an assessed item. So we may have to add quantity in that line item for the bid, it will not be assessed. This is why we have a contingency. 2. Whether or not the street is narrowed we still typically need 3-10 or more feet of driveway because the height of the street may change. This change may occur due to drainage changes, sidewalks, shifting the road to protect trees, etc. The further we go back in a driveway, the less change of slope the resident will experience. 3. The 7.5% finance is an estimate or placeholder. The final finance charges are detailed in the assessment policy as 1% above what the city can borrow the money at. We use 7.5% because we don't know the rate until we borrow the money which typically occurs spring/summer of the construction year. We typically run 3-5% 4. The 15% E&C is an estimate. The final E&C charges will be determined after the project is complete. It includes staff time, postage for letters, soils investigations, etc. Chad Chad Millner, Director of Engineering 952-826-0318 I Fax 952-826-0392 cmillnerAEdinaMN.gov I EdinaMN.gov Chad - Just to confirm my understanding, all residents pay the 7.5% finance charge in the final assessment even if they decide to pay their assessment in full within the window allowed to pay without owing any interest. Is that correct? Also, can you please provide some more details on what project expenses are covered by the 15% engineering and clerical gross up? Is this for City engineering and administrative costs? Neither of these charges came up at our meeting at your offices and I have not heard them discussed at any 5 of the council meetings I've attended so I'm just trying to make sure I understand them correctly. Thanks. Eric From: Eric yahoo [mailto:ericrvercauteren@vahoo.com] Sent: Wednesday, November 15, 2017 9:42 AM To: Chad Millner <cmillner@EdinaMN.gov>; Carter Schulze <CSchulze@EdinaMN.gov> Cc: rickfhansen@gmail.com Subject: Fwd: Normandale Park D Questions - Eric and Rick Chad - I am very confused by your response. Your email below states that only items 9, 12, 89 and 90 apply to residents' driveway "aprons." Item 90 has $0 in the budget. Based on my review, none of those line items has a budget anywhere near what it would cost to replace driveways aprons on 90+ properties — even if that is only the first 3 feet? Can you please tell me how much money you and Carter think you need to replace all the driveway aprons and where in the budget that money is reserved? As you know, your office informed all residents that driveway aprons would be covered by the City Utility Fund. I'm also confused as to why if the roads are being narrowed you would need budget to remove 6 ft of resident driveways behind the driveway apron which covers the first 3 feet next to the street. Can you please answer that for me as well? This goes to my concerns about the necessity of the items in your budget presented to the Council for approval on November 8, 2017. This seems wholly unnecessary to me and based on my understanding of the project. If you meant to say that there is a mistake in the budget and Item 91 was not supposed to be allocated to residents I can accept that but my patience is wearing thin with the games on this issue. Eric Sent from my iPhone 6 On Nov 15, 2017, at 8:01 AM, Chad Millner <cmillner@EdinaMN.gov> wrote: If your question is the driveway apron (first 3-ft from the back of curb) it is line 90. If it's driveway pavement behind the apron towards owners garages it is line 91... Thanks Chad Millner, Director of Engineering <image001.gif> 952-826-0318 I Fax 952-826-0392 cmillneraEdinaMN.qov I EdinaMN.gov From: Eric yahoo [mailto:ericrvercauteren@vahoo.com] Sent: Tuesday, November 14, 2017 12:07 PM To: Chad Millner <cmillner@EdinaMN.gov> Cc: rickfhansen@gmail.com; Carter Schulze <CSchulze@EdinaMN.gov> Subject: Re: Normandale Park D Questions - Eric and Rick Thank you. I will bring the drive back to you. It appears to me that line 91 also applies to the driveway aprons. Is that right? Eric Sent from my iPhone On Nov 14, 2017, at 11:10 AM, Chad Millner <cmillner@EdinaMN.gov> wrote: Eric, Please find the following. 1. Yes. Please bring the drive back and we can add the additional data. 2. Attached more info.. 3. A combination of line items 9, 12, 89, and 90. Remember this is our estimate spreadsheet and may not include every item needed for bidding. As final design is just starting, this bid tab will be updated. Hence the reason for a contingency in the estimates compared to the final bid tabulation. Thanks <image001.gif> Chad Millner, Director of Engineering 7 952-826-0318 I Fax 952-826-0392 cmillnerAEdinaMN.qov I EdinaMN.qov From: Eric yahoo [nnailto:ericrvercauteren@yahoo.com] Sent: Tuesday, November 14, 2017 10:59 AM To: Chad Millner <cmillner@EdinaMN.gov> Cc: rickfhansen@grnail.com; Carter Schulze <CSchulze@EdinaMN.gov> Subject: Re: Normandale Park D Questions - Eric and Rick Chad - Thank you for this. Please provide the Countryside H project preliminary and final budget via email. I'd be happy to stop by and pick up a thumb drive of data with the 2015 projects and soil profiles. I can drop off the one your office was nice enough to use for the engineering reports. Should be more than enough storage on that drive. My apologies for bringing the City Council into my email this am. I'm still trying to figure out the proper protocols for communicating with the City on this matter. I look forward to your reply with an answer about where the line item is for driveway aprons in the Normandale Park D budget. Thank you for your assistance. Eric Sent from my iPhone On Nov 14, 2017, at 10:44 AM, Chad Millner <cmillner@EdinaMN.gov> wrote: Eric and Rick, Please find info below. Questions 1. Comparable Project Data: Providing most projects from 2015. 2. MSA Route Valley View Road: It is not an MSA route. A map attached shows the MSA routes. There are specific rules we have to follow to designate MSA routes. 3. Soils Data: Providing. 8 Numbers 1 and 3 above is 82 MB of data. How would you like to receive this? Thanks, Chad Chad Millner, Director of Engineering <image001.gif> 952-826-0318 I Fax 952-826-0392 cmillnerAEdinaMN.qov I EdinaMN.qov <State_Aid_Streets.pdf> <Countryside H_Eng Est.xlsx> <20150309 Countryside H bid tab.pdf> 9 City of Edina Street Reconstruction Assessment History 2012 Neighborhood Public Hearing Assessment Final Assessment $4,283.90 Tracy Avenue (MSA) $4,284.85 Countryside $12,359.68 $11,369.37 Viking Hills - Artic Way $7,600.00 $6,951.16 Viking Hills - GlaCier Place $7,000.00 $6,251.11 Viking Hills - Gleason Court $7,812.50 $6,294.04 Viking Hills - Polar Circle $8,112.11 $6,181.38 Viking Hills - Vernon Court & Hills Road $9,631.90 $6,624.12 Valley Estates $8,930.97 $7,393.34 Richmond Hills $13,450.29 $10,337.37 Neighborhood Public Hearing Assessment Final Assessment Mendelssohn A $16,148.34 $10,097.38 Normandale $14,800.00 $13,525.28 2013 Braemar Hills B $9,310.00 $8,085.41 St. Patrick's Lane $11,300.00 $8,715.52 Gleason Circle $11,600.00 $9,159.05 Lake Edina $12,500.00 $6,969.94 Neighborhood Public Hearing Assessment Final Assessment Morningside B $7,500.00 $6,929.57 Bredesen Park D $11,500.00 $8,272.47 2014 Countryside F - Hawkes $11,000.00 $7,578.92 Countryside F - Warden $10,000.00 $9,817.11 Strachauer Park B $8,500.00 $5,688.38 Todd Park F $5,000.00 $3,406.34 Neighborhood Public Hearing Assessment Final Assessment Birchcrest B $12,500.00 $12,225.24 Valley View Road (MSA) $7,500.00 $7,523.24 2015 Arden Park D $14,400.00 $12,582.16 West 54th Street (MSA) $6,400.00 $6,556.38 Countryside H $11,732.00 $9,537.73 Prospect Knolls B $12,274.00 $8,652.89 Dewey Hill G $12,507.00 $9,862.02 2016 Neighborhood Public Hearing Assessment Final Assessment Golf Terrace B $15,782.95 $13,338.21 Strachauer Park A $12,224.58 $6,157.99 Morningside A $10,200.00 $8,184.56 White Oaks C $26,700.00 $24,858.85 Tracy Avenue $6,968.64 $5,238.31 NOTE: COST ARE PER RESIDENTIAL EQUIVALENT UNIT (REU). PLEASE REFER TO THE SPECIAL ASSESSMENT POLICY. http://edinamn.gov/index.php?section=special-assessments-policy GAENG ADMIKASSESSMENTS\ Assessment Histary.xlsx CITY OF EDINA CALCULATION OF CAPITALIZED INTEREST SPECIAL ASSESSED PROJECTS 2016 PROJECT TOTAL PROJECT COSTS FINANCE COST CALCULATION METHOD #1 FINANCE COST CALCULATION METHOD #2 ASSESSED FINANCE COST VALLEY VIEW (BA - 377) 1,131,007.40 49,328.57 41,856.03 49,328.57 BIRCHCREST B (BA-406) 1,630,505.79 71,114.05 60,341.34 71,114.05 ARDEN PARK D (BA-412) 2,257,158.23 98,445.32 83,532.33 98,445.32 COUNTRYSIDE (BA-413) 1,498,247.16 65,345.63 55,446.75 65,345.63 PROSPECT/DEWEY (BA - 414/415) 626,252.87 27,313.84 23,176.21 27,313.84 W 54TH ST (BA - 416) 1,406,341.74 61,337.20 52,045.53 61,337.20 8,549,513.19 372,884.61 316,398.19 372,884.61 FINANCE COST 372,884.62 316,398.19 The Finance Department calculates the assessed finance cost by project using two different methods, with the higher of the two costs being used to assess. Method #1 uses the total project cost multiplied by the "Net Interest Cost" from the Debt that is used to finance the projects. The rate is charged for a period of a year and a half to account for the timeframe of when the debt is issed until the City begins receiving assessments to make debt payments. Method #2 uses the capitalized interest amount from the Debt that is used to finance the projects and allocates it based on project costs. The two method approach is used to charge an appropriate finance cost based on actual project costs. There are some years that PIR Debt is not issued to fund projects as the City has a big enough reserve to fund the projects without Debt; the reserve in these cases is likely the result of higher than estimated prepayments received from previous PIR projects. If no PIR Debt is issued the most recent PIR Debt's Net Interest Cost should be used for method #1, and method #2 would not be applicable. l\A o Consulting Engineers & Surveyors 12224 Nicollet Avenue • Burnsville, MN 55337 Phone (952) 890-0509 • Fax (952) 890-8065 www,bolton-menk.cora March 24, 2015 Mr, Chad Millner, P.E,, Director of Engineering City of Edina — Engineering Department 7450 Metro Boulevard Edina, MN 55439 RE; SUPPLEMENTAL LETTER AGREEMENT 2015 Construction Observation Assistance City of Edina, Minnesota Dear Mr. Millner, Bolton & Menk, Inc. is pleased to present this proposal to you for professional engineering services in support of its 2015 construction observation needs. This proposal is being offered as a Supplemental Agreement to our June 18, 2013 Master Agreement for Professional Engineering Services with the City of Edina. Based on our discussion, we understand that the City of Edina is in need of additional construction observation staffing for upcoming 2015 construction projects. This need is currently estimated to extend from March 30, 2015 to approximately mid-June 2015. The associated projects may vary in detail, but are anticipated to include municipal street and unlit General duties are expected to include service as a liaison between the City and the contractor, attendance at construction-related meetings, review of the ongoing and completed work to monitor and document if the project is in general conformance with the plans and specifications, review of materials testing, maintenance of construction documentation, and communications with affected property owners, Duties will also include CAD design/drafting assistance in support of City projects. Bolton & Menk is offering the services of Brad Fisher, EIT to provide the construction observation assistance noted above. We understand that Brad will initially be under the direction of City of Edina field personnel as he is introduced to his specific project assignments, then will report to the City Engineer (or other City staff designated by the City Engineer) for the remainder of his term assisting the City. Services will be provided at a rate of $94 per hour. Based on an estimated full time commitment of 50 hours per week for 9 weeks, then a part time commitment of 20 hours per week for 2 weeks, our estimate of fees for this assignment is $46,060. Because the consultant does not have direct control over the construction contractor's operations or schedule, our construction observation and administration services are provided on an hourly basis. DESIGNING FOR A MITER TOMORROW Bolton & Wilk is an equal opportunity employer BOLTON & MENK, INC. .1EMMEGINENSEMENIEWNIELI .If you find this proposal satisfactory, your signature of this proposal will constitute acceptance of the terms outlined and your authority for us to proceed. Please call if you wish to discuss this proposal, We look forward to providing these professional engineering services to you on this project and appreciate • your consideration of Bolton & Menk, Inc, Sincerely, BOLTON & MENK, INC. 1/11c4460,t, Marcus A. Thomas, P.E. Principal Engineer 191 5 Signed Dale Date 84,1 4 , A111:"-AIIEL'}(7 Printed Name 2015 Construction Observation Assistance City of Edina, Minnesota Page 2 "ii Business Unit 01413 - EDINA HIGHLANDS LAKESIDE RECON ' Object Subsidi Accoun ary GL Date Description Actual Vendor Amount Remark 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 20 10/1/2014 CONSULTING DESIGN 3,276.00 BRAUN INTERTEC GEOTECHNIe`Ai EVALUATION 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 20 6/1512015 CONSULTING DESIGN 4,700.00 BOLTON & MENK INC. CONSTRUCTION OBSERVATION Total CONSULTING DESIGN 7,976.00 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 11/20/2014 CONSULTING INSPECTION 3,540.00 SAFETY SIGNS FOG UNE REMOVAL 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 6/15/2015 CONSULTING INSPECTION 5,687.00 BOLTON & MENK INC. CONSTRUCTION OBSERVATION 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 7/7/2015 CONSULTING INSPECTION 12,361.00 BOLTON & MKiNC PROJECT114AENT 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 7/7/2015 CONSULTING INSPECTION 1,545.00 DMJ ASPHALT INC. DRIVEWAY REPAIEL,1 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 7/27/2015 CONSULTING INSPECTION 1,416.50 BRAUN INTERTEC MATERIALS TESTING 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 8/10/2015 CONSULTING INSPECTION %963.75 BRAUN INTERTEC MATERIALS TESTING 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 9/18/2015 CONSULTING INSPECTION 16,356.00 BOLTON & MENK INC. PROJECT MANAGEMENT 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 9/8/2015 CONSULTING INSPECTION 6,164.75 BRAUN INTERTEC MATERIALS TESTING 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 9/8/2015 CONSULTING INSPECTION 1,500.00 LOSS PROTECTION ASSOCIATES PRECONSTRUCTION SURVEYS 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 10/2/2015 CONSULTING INSPECTION 4,639.25 BRAUN INTERTEC MATERIALS TESTING 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 11/6/2015 CONSULTING INSPECTION 1,255.00 BRAUN INTERTEC MATERIALS TESTING 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 21 12/17/2015 CONSULTING INSPECTION 2,053.00 BRAUN INTERTEC MATERIALS TESTING Total CONSULTING INSPECTION 5%481.25 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 30 6/23/2015 CONTRACTOR PAYMENTS 171,480.27 NORTHWESTASPHALT INC. PARTIAL PAYMENT NO. 1 ?lc ;La ne 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 30 7/20/2015 CONTRACTOR PAYMENTS 238,500.39 NORTHWEST ASPHALT INC. PARTIAL PAYMENT NO. 2 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 30 8/31/2015 CONTRACTOR PAYMENTS 268,53335 NORTHWESTASPHALT INC. 4•e-; PARTIAL PAYMENT NO. 3 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 30 9/21/2015 CONTRACTOR PAYMENTS 184,979.61 NORTHWEST ASPHALT INC. PARTIAL PAYMENT NO. 4 01413 EDINA HIGHLANDS LAKESIDE RECON 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 1705 30 30 10/27/2015 11/23/2015 CONTRACTOR PAYMENTS CONTRACTOR PAYMENTS 136,951.82 NORTHWEST ASPHALT INC. 23%403.66 NORTHWEST ASPHALT INC. PARTIAL PAYMENT NO. 5 cA.Avo-y PARTIAL PAYMENT NO. 6 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 30 12/18/2015 CONTRACTOR PAYMENTS 49,629.73 NORTHWEST ASPHALT INC. PARTIAL PAYMENT NO. 7 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 30 12/31/2015 CONTRACTOR PAYMENTS 27,701.06 NORTHWEST ASPHALT INC. CONTRYSIDE NEIGHBORHOOD #8 Total CONTRACTOR PAYMENTS 1,311,179.89 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 31 6/16/2014 MATERIALS/SUPPLIES 279.89 HARDWOOD CREEK LUMBER INC LATHS & HUBS 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 31 6/8/2015 MATERIALS/SUPPLIES 237.90 HARDWOOD CREEK LUMBER INC PINE LATHS 01413 -EDINA HIGHLANDS LAKESIDE RECON 1705 31 7/31/2015 MATERIALS/SUPPLIES 12.25 USPS PCARD Postage 01413 - EDINA HIGHLANDS LAKESIDE RECON 1705 31 8/17/2015 MATERIALS/SUPPLIES 19.98 PETTY CASH 01413 - EDINA HIGHLANDS-LAKESIDE RECON 1705 31 9/30/2015 MATERIALS/SUPPLIES 12.00 USPS- PCARD Stamps Total MATERIALS/SUPPLIES 562.02 01413 - EDINA HIGHLANDS LAKESIDE RECON 6010 6/27/2014 SALARIES REGULAR EMPLOYEES 118.64 Payroll Labor Distribution Total SALARIES REGULAR EMPLOYEES 118.64 01413 - EDINA HIGHLANDS LAKESIDE RECON 6030 6/2712014 PENSIONS 8.60 Actual Burden Journal Entries Total PENSIONS 8.60 01413 - EDINA HIGHLANDS LAKESIDE RECON 6034 6/27f2014 SOCIAL SECURITY ' 9.31 Actual Burden Journal Entries Total SOCIAL SECURITY 9.31 01413 - EDINA HIGHLANDS LAKESIDE RECON 6040 6/27/2014 HOSPITALIZATION 5.36 Actual Burden Journal Entries Total HOSPITALIZATION 5.36 01413 - EDINA HIGHLANDS LAKESIDE RECON 6045 6/27/2014 WORKERS COMPENSATION 1.06 Actual Burden Journal Entries Total WORKERS COMPENSATION 1.06 $1,379,342.13 Total 01413 - EDINA HIGHLANDS LAKESIDE RECON Grand Total $1,379.342.13 Task 001 Professional Services Project Design Engineer Totals Countryside H Hours Amount 4/13/2015 7.50 94.00 705.00 4/14/2015 6,00 94.00 564.00 4/15/2016 6.00 94,00 564.00 4/16/2015 6,00 94,00 564.00 4/17/2015 4.00 94.00 376,00 4/20/2015 10,50 94.00 987.00 4/21/2015 8.00 94.00 752,00 4/22/2015 6,00 94.00 564.00 4/23/2016 5,50 94.00 517.00 4/24/2015 1.00 94.00 94.00 60.50 5,687.00 Project T16,109876 • Edina/2015 Construction Observation Invoice 0177898 Billing Backup Bolton & Menk, Inc, Invoice 0177898 Dated 511512015 Project 716.109876 Edina/2015 Construction Observation Total Labor 5,687.00 Total this Task $5,687.00 Project 116.109876 Edina/2015 Construction Observation Invoice 0179909 Billing Backup Bolton & Monk, Inc. Invoice 0179009 Dated 6/16/2015 Project T16.109876 Edina/2015 Construction Observation Task 001 Countryside H Professlonil Services Project Design Engineer Totals Total Labor Hours Amount 4/27/2015 2,60 94.00 235.00 4/28/2015 5,00 94.00 470,00 4/29/2015 2.00 94.00 188.00 4/30/2015 4.00 94.00 376.00 5/1/2016 4.00 94.00 376.00 5/4/2015 7,00 94.00 658.00 5/5/2015 8.00 94.00 752.00 5/6/2015 8,00 94,00 752.00 5/7/2015 5.00 94,00 470.00 5/8/2015 6,50 94.00 517.00 5/11/2016 8.00 94.00 752,00 5/12/2015 9.50 94.00 893.00 5/13/2015 10.00 94,00 940.00 5/14/2015 3.50 94.00 329.00 5/15/2015 7.00 94.00 658,00 5/18/2015 5.00 94.00 470.00 5/19/2015 9.50 94.90 893,00 5/20/2015 10,00 94.00 940,00 5/21/2015 10.00 94.00 940.00 5/22/2015 8,00 94.00 752.00 131.50 12,361.00 Total this Task 12,361,00 $12,361.00 Project T16.109876 Billing Backup Edina/2015 Construction Observation Invoice 0180186 Bolton & Menk, Inc. Invoice 0180186 Dated 7/20/2015 Project T16.109876 Edina/2015 Construction Observation Task 001 Countryside H Professional Services Project Design Engineer Totals Total Labor Hours Amount 5/26/2015 8.00 94,00 762.00 5/27/2015 11.00 94.00 1,034.00 5/28/2015 11.00 94,00 1,034.00 5/29/2015 9.50 94.00 893.00 6/1/2015 10,00 94.00 940,00 6/2/2015 9.50 94.00 893.00 6/3/2015 10.00 94.00 940,00 6/4/2015 9.00 94.00 846.00 6/5/2015 8,50 94.00 799.00 6/8/2015 10.60 94.00 987.00 6/9/2015 10.50 94.00 987.00 6/10/2015 10.60 94.00 987.00 6/11/2015 6.50 94.00 611,00 6/12/2015 7.60 94.00 706,00 6/15/2015 8.50 94.00 799.00 6/16/2015 10.00 94.00 940.00 6/17/2015 10,50 94.00 987.00 6/18/2015 7.00 94.00 ' 658.00 6/19/2015 6.00 94.00 564.00 174,00 16,356,00 Total this Task 16,356.00 $16,356.00 City of Edina, Minnesota CITY COUNCIL 4801 West 50th Street • Edina, Minnesota 55424 (952) 927-8861 • (952) 927-7645 FAX • (612) 927-5461 TDD DATE RECEIVED: 3-020 - idi2Grn 4(14, PETITION TO THE CITY COUNCIL q SIDEWALK n ALLEY PAVING Ei STORM SEWER q SANITARY SEWER q CURB AND GUTTER ONLY q PERMANENT STREET SURFACING WITH CURB AND GUTTER 0 WATER MAIN Et STREET LIGHTING cgi OTHER: (No S S t7 c kb. v\t_02•55eq 7 130 iicort5LA Mr ErLt'stct- - os e_ To the Mayor and City Council: The persons who have signed this petition ask the City Council to consider the improvements listed above to the locations listed below. ro_ (-to( 4 c.) eXca.t.961-404s k 4-1.0 Was s , and L1 c._ L CATION OF IMPROVEMENT BY STREET NAME -L LO TION OF INIPROVFEXT BY STREET NAME V CI c. LOCATION 01? IMPROVEMENT BY STREET NAME IMPORTANT NOTE: THE PERSONS WHO HAVE SIGNED THIS PETITION UNDERSTAND THAT THE CITY COUNCIL MAY ASSESS THE COSTS OF THESE IMPROVEMENTS AGAINST THE PROPERTIES BENEFITING FROM THE IMPROVEMENTS IN AMOUNTS DETERMINED BY THE COUNCIL AS AUTHORIZED BY CHAPTER 429, MINNESOTA STATUTES. PROPERTY OWNER'S OWNER'S NAME SIGNATURE (PRINTED) 4'67 Ore4D/21/4___ 6re .• M5 65/b Cre-ek (60 652,c) Circ tic .(J5Cti1(.a0C; b/4V-C. This petition was circulated by: NAME r\sc,v, Osae Cc Q--ek ),( (0( - Vocl -`gs ADDRESS PHONE There is skate for more signatures on the back, APRIL 2008 c\u BY L ATION OF IMPROVE Ir STRF3NAME between between between between ADDRESS ADDRESS and ADDRESS ADDRESS and ADDRESS ADDRESS and ADDRESS ADDRESS Ori/l. 6,460 kc-04 C z rk crr PROPERTY ADDRESS (PRINTED) co at cf-et.,k 1 '8Aorvl , 1 -di A or J,1 A ftc:DvYl e r 0 '(9 Ce- ALA 4 %AAA 01 Tr" • i0z1\2,_ --Jkv--ort.c/D awal \/O Rs\Ack_ VarmR gavvt 1 6 dk__ 0//t No 1-(f e N Wialtv / 31-ud-ric 1-4 /-0414.4 DEI PhY 401tiA/1Jki lah► Lcw A t- 1Cs r OU 1>Ok -//d6() 1,kivo, /1),\,?..) c Mo (4, grAirf,0- Or, 14~4.640 This petition was circulated by: PROPERTY OWNER'S SIGNATOR OWNER'S NAME (PRINTED) PROPERTY ADDRESS (PRINTED) (kee,A=,),eve /p Lf_)53ca Cre-Ci<hr • (40 C_Tee,kUr (cA%)Dct (p Loo' Ury\-t (c>seq+ creije, 4i r, ,s'Of...5"4")/v e—r t e_l• r. 7525 (i9 50 Li tqc) cLi G5g1-1 crZek 6S0 tcoc 62eit'Drc-, 6-50/ cR(H., (2)(; l0c13 CA(2--e0A4. tg 6 Co KC/ ? (S Coj) &c 9 - 3.5-% PI-IONE NAME ADDRESS The Minnesota Data Practices Act requires that we inform you of your tights about the private data we are requesting on this fon». Under the law, your telephone number is private data. This petition when submitted will become public information. There is no consequence for refusing to supply this information. You may attach extra pages with signatures. APRIL 2008 PROPERTY OWNER'S SIGNATURE OWNER'S NAME PROPERTY ADDRESS (PRINTED) (PRINTED) This petition was circulated by: NAME ADDRESS PHONE The Minnesota Data Practices Act requires that we inform you of your rights about the private data we are requesting on this form. Under the law, yam telephone number is private data. This petition when submitted will become public information. There is no consequence for refusing to supply this information. You may attach extra pages with signatures. APRIL 2008 PROPERTY OWNER'S SIGNATURE OWNER'S NAME PROPERTY ADDRESS (PRINTED) (PRINTED) This petition was circulated by: NAME ADDRESS PHONE The Minnesota Data Practices Act requires that we inform you of your rights about the private data we are requesting on this form. Under the law, your telephone number is private data. This petition when submitted will become public infOrmation. There is no consequence for refining to supply this information. • You may attach extra pages with signatures. APRIL 2008 Date: March 20, 2018 Agenda Item #: IV.A. To:Mayor and City Council Item Type: Minutes From:Debra A. Mangen, City Clerk Item Activity: Subject:Approve Minutes: Work Session of March 6, 2018 and Regular Meeting of March 6, 2018 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Minutes as presented. INTRODUCTION: ATTACHMENTS: Description Draft March 6, 2018 Work Session Minutes Draft March 6, 2018 City Council Regular Meeting Minutes MINUTES OF THE WORK SESSION OF THE MARCH 6, 2018 5:30 P.M. Mayor Hovland called the meeting to order at 5:31 p.m. ROLL CALL Answering roll call were Members Brindle, Fischer, Staunton, Stewart and Mayor Hovland Edina City Staff attending the meeting: Jennifer Bennerotte, Communications & Technology Services Director; Ross Bintner, Engineering Services Manager; MJ Lamon Project Coordinator; Debra Mangen, City Clerk; Chante Mitchell, City Management Fellow; Chad Millner, Engineering Director; Scott Neal, City Manager; and Lisa Schaefer, Assistant City Manager. COMMUNITY ENGAGEMENT Manager Neal introduced the topic of Community Engagement and explained Lisa Schaefer, Assistant City Manager and MJ Lamon; Project Coordinator had attended a weeklong training recently in a process known as “IAP2” and would be sharing with the Council their knowledge from this training. Ms. Schaefer and Ms. Lamon related using the IAP2 Spectrum Models of Inform, Consult, Involve, Collaborate, Empower or other, could be used to develop standard template protocols for community engagement. They noted the importance of defining terms: community engagement, public participation, communication that can be used interchangeably but with different understanding of the true meaning. Community Engagement would be the overarching umbrella of all the different ways the public can participate. Communications would be the vehicle the City would use to send out information about public participation and community engagement opportunities. Ms. Schaefer and Ms. Lamon focused on their five top lessons: • Focus on values, not interests • Define the specific decision to be made (and stick to it) • Make a promise to the public – (and keep it) • Recognize more doesn’t mean better • Close the loop The Council and staff discussed the five lessons and next steps: • Staff will develop community engagement plan templates to be used for public participation processes • Techniques to re-evaluate • Opportunities for greater inclusion ADJOURNMENT Mayor Hovland adjourned the meeting at 6:55 p.m. Respectfully submitted, Debra A. Mangen, City Clerk Minutes approved by Edina City Council, March 20, 2018. James B. Hovland, Mayor Page 1 MINUTES OF THE REGULAR MEETING OF THE EDINA CITY COUNCIL HELD AT CITY HALL MARCH 6, 2018 7:00 P.M. I. CALL TO ORDER Mayor Hovland called the meeting to order at 7:03 p.m. II. ROLLCALL Answering rollcall were Members Brindle, Fischer, Staunton, Stewart, and Mayor Hovland. III. MEETING AGENDA APPROVED Member Brindle made a motion, seconded by Member Staunton, approving the meeting agenda as presented. Ayes: Brindle, Fischer, Staunton, Stewart, Hovland Motion carried. IV. COMMUNITY COMMENT The Council welcomed Edina High School students and Dan Convoy, Police Department staff. Margaret Joas, 6409 Biscayne Boulevard, shared concerns regarding stormwater pooling at Deville Drive and Biscayne Boulevard. She explained how the City’s proposed repair was insufficient and requested a better solution. Frank Lorenz, 7151 York Avenue South, Unit 720, shared comments regarding the City’s claims register for items such as the Metropolitan Council water and sewer charges, League of Minnesota Cities Insurance Trust, and mattress for the Fire Captain’s office and requested better transparency in City expenses, including Council and staff travel expenses. David Frankel, Edina, shared information about the Vietnam War Veterans Recognition Act and requested a commemoration occur at Edina Veterans Park in recognition of National Vietnam Veterans Day on March 29. He also commented on the lack of diversity on the City Council and suggested incumbents consider not running in order to allow others to be elected. Manager Neal replied that staff was working with Ms. Joas to address the water pooling concerns after the ground thaws and explained how the City was a member of the League of Minnesota Cities Insurance Trust that lowered insurance coverage costs. He clarified the Metropolitan Council’s fee structure to connect residents to the City’s water infrastructure and explained the City’s accounts payable system was standardized to provide uniformity, noting travel expenses could be provided upon request. The Council agreed that a commemoration event would be appropriate as well as a Proclamation and shared comments on membership benefits with the League of Minnesota Cities such as lower insurance rates and rebates. V. CONSENT AGENDA ADOPTED AS PRESENTED Member Brindle made a motion, seconded by Member Staunton, approving the consent agenda as follows: V.A. Approve minutes of February 21, 2018 Work Session and February 21, 2018, Regular Council meeting V.B. Receive payment of the following claims as shown credit card transactions dated November 26, 2017 through December 26, 2017 and consisting of 18 Pages: General Fund $49,897.71, Police Special Revenue $1,441.24, Equipment Replacement Fund Minutes/Edina City Council/March 6, 2018 Page 2 $1,122.82, Art Center Fund $1,117.23, Golf Course Fund $2,761.07, Ice Arena Fund $602.90, Sports Dome Fund $415.14, Edinborough Park Fund $1,046.93, Centennial Lakes Park Fund $2,541.59, Liquor Fund $1,546.66, Utility Fund $1,324.23, Storm Sewer Fund $21.90, PSTF Agency Fund $507.20, Mn Task Force 1 Fund $272.45: Total $64,619.07; Pre-List Dated February 15, 2018, and consisting of 30 pages: General Fund $169,928.35, Police Special Revenue $12,576.81, Arts And Culture Fund $1,329.00, Working Capital Fund $35,214.48, PIR Construction Fund $16,124.19, Art Center Fund $4,004.63, Golf Dome Fund $2,548.91, Aquatic Center Fund $939.16, Golf Course Fund $16,715.35, Ice Arena Fund $44,789.30, Sports Dome Fund $5,235.44, Edinborough Park Fund $20,973.19, Centennial Lakes Park Fund $3,578.65, Liquor Fund $259,317.02, Utility Fund $656,429.98, Storm Sewer Fund $934.94, Recycling Fund $39,321.72, Risk Mgmt ISF $66,162.00, PSTF Agency Fund $17,850.01, Centennial TIF District $2,586.43: Total $1,376,559.56; Pre-List Dated February 22, 2018, consisting of 26 pages: General Fund $207,677.43, Conservation & Sustainability $7,894.65, Working Capital Fund $32,454.06, Equipment Replacement Fund $773.92, Art Center Fund $4,192.24, Golf Dome Fund $467.67, Golf Course Fund $10,700.08, Ice Arena Fund $8,875.13, Sports Dome Fund $1,487.43, Edinborough Park Fund $12,286.97, Centennial Lakes Park Fund $3,021.54, Liquor Fund $114,480.70, Utility Fund $354,537.38, Storm Sewer Fund $4,989.86, Risk Mgmt ISF $8,319.81, PSTF Agency Fund $1,185.40, Centennial TIF District $733,093.94, Pentagon Park District $2,192.00: Total $1,508,630.21 V.C. Approve Request for Purchase, awarding the bid to the recommended low bidder, Contract ENG 18-3 – Concord A & G, Country Club C, Chowen Park D Neighborhood Reconstruction, McNamara Contracting, Inc., $3,563,531.03 V.D. Approve Request for Purchase, awarding the bid to the recommended low bidder, Authorize Non-Invasive Water Main Pipe Condition, Short Elliot Hendrickson, Inc., $119,900.00 V.E. Approve Cost-Share Funding Agreement Between Edina and the Minnehaha Creek Watershed District for the Chowen Park D Neighborhood Roadway Construction V.F. Adopt Resolution No. 2018-24; Approving Nomination of Projects for the 2018 Corridors of Commerce Solicitation V.G. Adopt Resolution No. 2018-25; Support for Green Corps Host Site Application V.H. Approve On-Sale Intoxicating Club On-Sale, Sunday Sale, Wine and Beer, Brewer Tap Room Liquor License Renewals. V.I. Approve Reschedule of Annual Meeting of Boards and Commissions to April 16, 2018. Rollcall: Ayes: Brindle, Fischer, Staunton, Stewart, Hovland Motion carried. VI. REPORTS/RECOMMENDATIONS VI.A. RESOLUTION 2018-20 – ACCEPTING VARIOUS GRANTS AND DONATIONS - ADOPTED Mayor Hovland explained that in order to comply with State Statutes; all donations to the City must be adopted by Resolution and approved by four favorable votes of the Council accepting the donations. Member Stewart introduced and moved adoption of Resolution No. 2018-20 accepting various grants and donations. Member Brindle seconded the motion. Rollcall: Ayes: Brindle, Fischer, Staunton, Stewart, Hovland Motion carried. VII. CORRESPONDENCE AND PETITIONS VII.A. CORRESPONDENCE – Received Mayor Hovland acknowledged the Council’s receipt of various correspondence. Minutes/Edina City Council/March 6, 2018 Page 3 VII.B. MINUTES – Received 1. HERITAGE PRESERVATION COMMISSION, FEBRUARY 13, 2018 2. PLANNING COMMISSION JANUARY 24, 2018 3. ARTS AND CULTURE COMMISSION, DECEMBER 21, 2017 4. HUMAN RIGHTS AND RELATIONS COMMISSION, JANUARY 30, 2018 Informational; no action required. VIII. AVIATION NOISE UPDATE – Received IX. MAYOR AND COUNCIL COMMENTS – Received X. MANAGER’S COMMENTS – Received XI. SCHEDULE OF MEETINGS, EVENTS AND DATES AS OF MARCH 6, 2018 – Received XII. ADJOURNMENT There being no further business on the Council Agenda, Mayor Hovland declared the meeting adjourned at 7:48 p.m. Respectfully submitted, Debra A. Mangen, City Clerk Minutes approved by Edina City Council, March 20, 2018. James B. Hovland, Mayor Video Copy of the March 6, 2018, meeting available. Date: March 20, 2018 Agenda Item #: IV.B. To:Mayor and City Council Item Type: Claims From:Don Uram, Finance Director Item Activity: Subject:Receive Payment of Claims As Per: Pre-List Dated 3/01/2018 TOTAL: $975,200.88 And Per Pre-List Dated 03/08/2018 TOTAL $1,094,007.79 and Credit Card Transactions 12/27/2017-01/25/2018 TOTAL $51,946.05 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve claims for payment. INTRODUCTION: Claims information for approval is attached. ATTACHMENTS: Description Claims Pre-List Dated 3/01/2018 TOTAL: $975,200.88 Claims Pre-List Dated 03/08/2018 TOTAL: $1,094,007.79 Credit Card Transactions 12/27/2017-01/25/2018 TOTAL:$51,946.05 R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page- 1 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 - Inv No 3/1/2018 Account No Subledger Account Description Business Unit 6108 3/1/2018 101304 ABM EQUIPMENT & SUPPLY 5,243.76 SEWER HOSE ASSY 2018 454478 0155078-IN 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 5,243.76 6109 3/1/2018 102971 ACE ICE COMPANY 44.16 453836 2206839 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 29.44 453995 2209796 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 73.60 6110 3/1/2018 100575 ALL SAFE INC. 36.45 FIRE EXTINGUISHER RECHARGE 454186 160240 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 739.21 ANNUAL FIRE EXTINGUISHER CHECK 454157 160244 1552.6103 PROFESSIONAL SERVICES CENT SVC PW BUILDING 630.20 FIRE EXTINGUISHER REFILL, CERT 454185 160252 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 1,405.86 6111 3/1/2018 100646 BECKER ARENA PRODUCTS INC. 496.04 HOCKEY SKATES 454446 1012167 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 496.04 6112 3/1/2018 101355 BELLBOY CORPORATION 105.55 453916 62810500 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3,788.35 453917 62818200 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 239.24 453918 62832900 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3,291.96 453919 62894800 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 338.00 453920 62939900 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 277.92 453996 97233100 5800:1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 6.78 453997 97233400 5862.6406 GENERAL SUPPLIES VERNON SELLING 186.50 453941 97234700 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 8,234.30 6113 3/1/2018 122688 BMK SOLUTIONS 102.17 TASK FORCE SUPPLIES 454077 136801 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 102.17 6114 3/1/2018 100659 BOYER TRUCK PARTS 8,471.14 CONTRACTED REPAIR 2018 454477 476830 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 8,471.14 6115 3/1/2018 100648 BUSINESS ESSENTIALS 96.72 454201 WO-361035-1 5841.6406 GENERAL SUPPLIES YORK OCCUPANCY 9.72 OFFICE SUPPLIES 454079 WO-361262-1 5110.6513 OFFICE SUPPLIES ART CENTER ADMINISTRATION R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation PO # CITY OF EDINA Council Check Register by GL Council Check Register by Invoice & Summary 3/1/2018 - 3/1/2018 Doc No Inv No Account No Subledger Account Description 2/27/2018 14:05:17 Page- 2 Business Unit 6115 3/1/2018 100648 BUSINESS ESSENTIALS Continued... 61.26 SUPPLIES 454080 WO-362065-1 1400.6513 OFFICE SUPPLIES POLICE DEPT. GENERAL 167.70 6116 3/1/2018 116114 CANON SOLUTIONS AMERICA INC. 133.42 OCE USAGE FEE FOR PRINTING 454207 988988192 1495.6575 PRINTING INSPECTIONS 133.42 6117 3/1/2018 104020 DALCO 894.60 454097 3284688 1318.6406 GENERAL SUPPLIES SNOW & ICE REMOVAL 462.24 PW CLEANING SUPPLIES 454415 3285847 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 174.18 KAIVAC CLEANING SOLUTION 454375 3286224 5720.6511 CLEANING SUPPLIES EDINBOROUGH OPERATIONS 1,531.02 6118 3/1/2018 129718 DREW'S CONCESSIONS LLC 432.00 CONCESSIONS FOOD 454450 2386 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 432.00 6119 3/1/2018 132810 ECM PUBLISHERS INC. 148.75 AD FOR BID ENG18-4 454100 573891 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 172.55 AD FOR BID W 62ND ST 454099 573892 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 575.00 454195 574344 1556.6121 ADVERTISING PERSONNEL EMPLOYEE SHARED SERVICES 896.30 6120 3/1/2018 116492 FINANCE AND COMMERCE 192.91 W 62 ST ROAD RECONST. 454129 743655849 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 197.76 NORMANDALE PARK D 454130 743655850 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 390.67 6121 3/1/2018 124541 GEYEN GROUP 400.78 CARPET CLEANING 454199 30653 5420.6230 SERVICE CONTRACTS EQUIPMENT CLUB HOUSE 400.78 6122 3/1/2018 130160 IDC AUTOMATIC 1,267.08 GARAGE DOOR SPRING REPAIR 454102 D354827-IN 1400.6103 PROFESSIONAL SERVICES POLICE DEPT. GENERAL 1,267.08 6123 3/1/2018 102146 JESSEN PRESS INC. 962.50 AR&LE CATALOGUE PRINTING 454132 678356 1629.6103 PROFESSIONAL SERVICES ADAPTIVE RECREATION 962.50 R55CKR2 LOGIS101 CITY OF EDINA Council Check Register by GL Council Check Register by Invoice & Summary 3/1/2018 - 3/1/2018 2/27/2018 14:05:17 Page - 3 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 6124 3/1/2018 121075 JIMMY'S JOHNNYS INC. Continued... 74.50 PORTABLES 453989 128384 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 74.50 6125 3/1/2018 105726 LINDMAN, DAVID 307.00 MEAL REIMBURSEMENT FOR TRAVEL 454041 DLINDMAN0223201 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 8 307.00 6126 3/1/2018 100858 LOGIS 2,430.00 IT CONSULTING 454163 44785 1554.6103 PROFESSIONAL SERVICES CENT SERV GEN - MIS 7,105.09 2018 VALUE NOTICES 454056 44870 1190.6160 DATA PROCESSING ASSESSING 9,535.09 6127 3/1/2018 101483 MENARDS 91.96 RAKE AND CABLE 454466 62490 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 91.96 6128 3/1/2018 101161 MIDWEST CHEMICAL SUPPLY 647.35 STATION SUPPLIES 454152 40521 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 647.35 6129 3/1/2018 106662 NET LITIN DISTRIBUTORS 1,797.25 BDAY TABLE COVERS, CANDLES 454125 496444 5720.5510 COST OF GOODS SOLD EDINBOROUGH OPERATIONS 99.14 TABLE CLOTHS-B-DAYS 454143 497468 5720.5510 COST OF GOODS SOLD EDINBOROUGH OPERATIONS 1,896.39 6130 3/1/2018 129485 PAPCO INC. 228.16 CLEANING SUPPLIES 454146 205965 7411.6511 CLEANING SUPPLIES PSTF OCCUPANCY 228.16 6131 3/1/2018 106322 PROSOURCE SUPPLY 365.64 FOAMY CLEANER, SCOUR PADS 454150 13921 5720.6511 CLEANING SUPPLIES EDINBOROUGH OPERATIONS 596.54 TISSUE, LINERS, PAPER TOWELS 454150 13921 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 294.27 TIDE, RAGS, FOAMY CLEANER 454151 13947 5720.6511 CLEANING SUPPLIES EDINBOROUGH OPERATIONS 371.72 PAPER TOWELS, LINERS 454151 13947 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 516.04 NAPKINS, COLD CUPS/LIDS 454128 13948 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 1,172.52 BDAY CUTLERY, CUPS, PLATES 454126 13952 5720.5510 COST OF GOODS SOLD EDINBOROUGH OPERATIONS 3,316.73 6132 3/1/2018 105690 PRO-TEC DESIGN INC. R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 4 Council Check Register by Invoice & Summary 3/1/2018 — 3/1/2018 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 6132 3/1/2018 105690 PRO-TEC DESIGN INC. Continued... 14,870.41 SECURITY CAM MAINTENANCE 454177 84250 1554.6230 SERVICE CONTRACTS EQUIPMENT CENT SERV GEN - MIS 14,870.41 6133 3/1/2018 100972 R&R SPECIALTIES OF WISCONSIN INC. 195.98 WEST ZAM REPAIR 454138 0064531-IN 5521.6180 CONTRACTED REPAIRS ARENA ICE MAINT 318.25 EAST AND WEST ZAM PARTS 453977 0064585-IN 5521.6215 EQUIPMENT MAINTENANCE ARENA ICE MAINT 514.23 6134 3/1/2018 119454 VINOCOPIA 191.50 453921 0200265-IN 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 275.75 453922 0200719-IN 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,079.00 453923 0200720-IN 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,079.00 453855 200720 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,195.00 453962 201177 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3,820.25 6135 3/1/2018 120627 VISTAR CORPORATION 1,066.46 CONCESSIONS FOOD 454106 51066723 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 1,066.46 6136 3/1/2018 101033 WINE COMPANY, THE 512.40 453940 62832 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 562.75 453887 63414 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 816.25 453900 63417 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,891.40 422495 3/1/2018 101971 ABLE HOSE & RUBBER LLC 1,168.28 HOSE 454070 206594-001 1648.6406 GENERAL SUPPLIES SKATING RINK MAINTENANCE 1,168.28 422496 3/1/2018 140086 ABLE SEEDHOUSE AND BREWERY 146.00 453843 5319 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 119.25 453844 E-5408 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 265.25 422497 3/1/2018 129458 ACME TOOLS 202.93 454071 5576043 1314.6406 GENERAL SUPPLIES STREET RENOVATION 202.93 422498 3/1/2018 139129 ALERUS RETIREMENT AND BENEFITS R55CKR2 LOGIS101 CITY OF EDINA Council Check Register by GL Council Check Register by Invoice & Summary 3/1/2018 - 3/1/2018 2/27/2018 14:05:17 Page- 5 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 422498 3/1/2018 139129 ALERUS RETIREMENT AND BENEFITS Continued... 206.00 JAN ALERUS INVOICE 454416 C62442 1556.6160 DATA PROCESSING EMPLOYEE SHARED SERVICES 206.00 422499 3/1/2018 105262 ALEX AIR APPARATUS INC. 305.00 SCBAAIR COMPRESSOR REPAIR 454363 INV-35410 1470.6180 CONTRACTED REPAIRS FIRE DEPT. GENERAL 305.00 422500 3/1/2018 141960 AMAZON CAPITAL SERVICES 49.90 MOUSE FOR NKADERLIK 454168 1FGP-XRVG-CT37 5913.6406 GENERAL SUPPLIES DISTRIBUTION 36.66 CUSTOM LINERS, BRASS FITTING 454179 1FRL-PL1W-PTD3 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 39.99 454167 1PQC-K344-3NGV 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 126.55 422501 3/1/2018 101115 AMERIPRIDE SERVICES INC. 215.53 454414 1004059244 1551.6201 LAUNDRY CITY HALL GENERAL 193.29 LAUNDRY 454072 1004063161 1470.6201 LAUNDRY FIRE DEPT. GENERAL 408.82 422502 3/1/2018 141414 AMF SOUTHTOWN 60.00 AR&LE EDINA YOUTH BOWLING 454048 1828968 1629.6103 PROFESSIONAL SERVICES ADAPTIVE RECREATION 75.00 AR&LE EDINAYOUTH BOWLING 454049 1828969 1629.6103 PROFESSIONAL SERVICES ADAPTIVE RECREATION 135.00 422503 3/1/2018 132031 ARTISAN BEER COMPANY 3,738.50 453850 3240027 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,329.00 453852 3241614 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 787.00 453942 3243056 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 544.00 453993 3243641 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,698.50 454011 3248058 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 49.88- 453907 412761 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 9,047.12 422504 3/1/2018 106304 ASPEN MILLS 228.85 VEST CARRIER 454073 210894 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 228.85 422505 3/1/2018 141378 BALD MAN BREWING INC. 266.40 453834 E-1967 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 266.40 R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 6 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 — Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422506 3/1/2018 105981 BARTON SAND & GRAVEL CO. Continued... 1,568.21 FILL 453964 180215 5913.6517 SAND GRAVEL & ROCK DISTRIBUTION 1,568.21 422507 3/1/2018 134025 BAUER BUILT TIRE 2,464.77 TIRES 2018 453970 180226595 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN 2,464.77 422508 3/1/2018 105112 BECKER, JACK 150.00 PROFESSIONAL SERVICES 454419 022618 5110.6103 PROFESSIONAL SERVICES ART CENTER ADMINISTRATION 150.00 422509 3/1/2018 131191 BERNATELLO'S PIZZA INC. 468.00 PIZZA 454369 4737560 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 156.00 CONCESSIONS FOOD 454074 4739583 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 624.00 422510 3/1/2018 125139 BERNICK'S 20.00 453840 408862 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,343.10 453845 408863 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 617.40 454008 410131 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 727.90 453958 410246 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,708.40 422511 3/1/2018 126847 BERRY COFFEE COMPANY 503.89 CONCESSIONS FOOD 454452 537941 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 503.89 422512 3/1/2018 130069 BFG SUPPLY COMPANY 460.95 POTTING MIX 454445 938294-00 5761.6540 FERTILIZER CENTENNIAL LAKES OPERATING 35.24 SOIL GRANUALS 454075 952464-00 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 496.19 422513 3/1/2018 122248 BLICK ART MATERIALS 22.24 CRAFT SUPPLIES 454076 8990229 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 22.24 422514 3/1/2018 142077 BORG, PATRICIA 59.00 REFUND FOR REVSPORTS 454437 022618 1600.4390.22 MINI HAWKS PARK ADMIN. GENERAL 59.00 R55CKR2 LOGIS101 CITY OF EDINA Council Check Register by GL Council Check Register by Invoice & Summary 3/1/2018 - 3/1/2018 2/27/2018 14:05:17 Page - 7 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 422515 3/1/2018 119351 BOURGET IMPORTS Continued... 262.50 453937 148468 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 430.88 453938 148609 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 316.50 453884 148807 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,009.88 422516 3/1/2018 142063 BOWEN, ZACH & LINDSEY 392.26 REFUND 454059 119373 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 392.26 422517 3/1/2018 125155 BRAUN, MICHAEL 168.48 454443 3062 1260.6406 GENERAL SUPPLIES ENGINEERING GENERAL 224.93 WEBSITE PHOTOS 454443 3062 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS 216.58 454078 3063 1130.6123 MAGAZINE/NEWSLETTER EXPENSE COMMUNICATIONS 609.99 422518 3/1/2018 124291 BREAKTHRU BEVERAGE MINNESOTA 1,171.12 453931 1080759592 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 127.25 453932 1080759593 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 4,667.38 453930 1080759624 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 64.13 453906 1080762783 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 664.96 453885 1080762884 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,604.89 453905 1080762885 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 118.30 453898 1080762886 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 67.82 453878 1080762887 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 432.05 453879 1080762888 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 9,917.90 422519 3/1/2018 124529 BREAKTHRU BEVERAGE MINNESOTA BEER LLC 2,040.95 453934 1090821173 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 35.20 453933 1090821174 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,036.95 453893 1090823783 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 635.33 453873 1090823784 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 4,748.43 422520 3/1/2018 132976 BUCKLEY, TOM 30.00 SOCKS 2018 454036 022218TB 1301.6201 LAUNDRY GENERAL MAINTENANCE 30.00 422521 3/1/2018 102149 CALLAWAY GOLF 3,137.44- PRODUCT RETURN 450732 928513125 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page- 8 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 - Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422521 3/1/2018 102149 CALLAWAY GOLF Continued... 162.68 MERCHANDISE 451752 928545232 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 62.40 MERCHANDISE 451753 928545233 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 62.40 MERCHANDISE 453357 928615104 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 1,478.72 MERCHANDISE 454044 928646162 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 462.00 MERCHANDISE 454043 928662435 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 75.59 MERCHANDISE 454081 928663567 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 421.20 MERCHANDISE 454045 928666692 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 831.84 MERCHANDISE 454082 928675365 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 963.90 MERCHANDISE 454083 928675366 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 693.04 MERCHANDISE 454021 928675368 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 1,034.96 MERCHANDISE 454022 928675389 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 12.54 MERCHANDISE 454023 928675391 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 740.41 MERCHANDISE 454024 928684782 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 370.13 MERCHANDISE 454025 928684784 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 445.20 MERCHANDISE 454026 928691440 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 421.80 MERCHANDISE 454027 928691442 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 687.95 MERCHANDISE 454028 928695660 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 5,789.32 422522 3/1/2018 119455 CAPITOL BEVERAGE SALES 2,533.90 453838 2066356 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 21.40 453839 2066357 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 578.10 453874 2069274 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,046.30 453894 2069278 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 5.00- 453892 2069280 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 91.00- 453841 461-182 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 4,083.70 422523 3/1/2018 141269 CAYAN 672.95 454206 563125 5840.6160 DATA PROCESSING LIQUOR YORK GENERAL 336.85 454205 573291 5820.6160 DATA PROCESSING 50TH STREET GENERAL 559.50 454204 573931 5860.6160 DATA PROCESSING VERNON LIQUOR GENERAL 1,569.30 422524 3/1/2018 112561 CENTERPOINT ENERGY 145.84 10089900-4 454017 10089900-2/18 1646.6186 HEAT BUILDING MAINTENANCE 13,861.58 10437426-9 453951 10437426-2/18 5553.6186 HEAT SPORTS DOME BLDG&GROUNDS 159.85 NEW CLASSROOM HEAT 454084 10633418-2/18 7411.6186 HEAT PSTF OCCUPANCY 2,953.66 5546504-1 453950 5546504-2/18 1470.6186 HEAT FIRE DEPT. GENERAL 7,005.81 5563827-4 453949 5563827-2/18 5210.6186 HEAT GOLF DOME PROGRAM R55CKR2 Check # LOGIS101 Date Amount Supplier / Explanation PO # CITY OF EDINA Council Check Register by GL Council Check Register by Invoice & Summary 3/1/2018 - 3/1/2018 Doc No Inv No Account No Subledger Account Description 2/27/2018 14:05:17 Page - 9 Business Unit 422524 3/1/2018 112561 CENTERPOINT ENERGY Continued... 89.18 5566163-1 454015 5566163-2/18 5311.6186 HEAT POOL OPERATION 1,808.41 5584304-9 454087 5584304-2/18 7411.6186 HEAT PSTF OCCUPANCY 66.88 FIRE TOWER HEAT 454086 5584310-2/18 7413.6186 HEAT PSTF FIRE TOWER 21.91 SIM FUEL 454085 5590919-2/18 7413.6582 FUEL OIL PSTF FIRE TOWER 6,082.39 5591458-4 454401 5591458-2/18 1551.6186 HEAT CITY HALL GENERAL 137.36 5596524-8 454016 5596524-2/18 1646.6186 HEAT BUILDING MAINTENANCE 4,197.42 8034001-1 454018 8034001-2/18 1552.6186 HEAT CENT SVC PW BUILDING 103.51 454441 9546705-2/18 5911.6188 TELEPHONE WELL PUMPS 2,361.88 9724639-1 453952 9724639-2/18 5511.6186 HEAT ARENA BLDG/GROUNDS 38,995.68 422525 3/1/2018 123898 CENTURYLINK 64.04 952 944-6522 454014 6522-2/18 5511.6188 TELEPHONE ARENA BLDG/GROUNDS 60.32 454442 8632-2/18 5911.6188 TELEPHONE WELL PUMPS 124.36 422526 3/1/2018 135835 CENTURYLINK-ACCESS BILL 4,542.00 5142XLP683 454013 5142XLP6S3-2018 2310.6406 GENERAL SUPPLIES E911 039 4,542.00 422527 3/1/2018 102691 CHRISTOFFER, KELLI 273.56 PRESENTS FOR THE HOLIDAYS 454050 02232018 1629.6406 GENERAL SUPPLIES ADAPTIVE RECREATION 273.56 422528 3/1/2018 142028 CINTAS CORPORATION 20.88 RUG SERVICE 454088 4003953908 5511.6511 CLEANING SUPPLIES ARENA BLDG/GROUNDS 49.01 RENTAL UNIFORM 2018 454029 4003958975 1301.6201 LAUNDRY GENERAL MAINTENANCE 36.26 LAUNDRY 2018 454030 4003959014 1552.6511 CLEANING SUPPLIES CENT SVC PW BUILDING 14.44 UNIFORM RENTAL 2018 454032 4003959016 1646.6201 LAUNDRY BUILDING MAINTENANCE 19.89 RENTAL UNIFORM 2018 454031 4003959055 5913.6201 LAUNDRY DISTRIBUTION 37.84 UNIFORM RENTAL 2018 454033 4003959112 1553.6201 LAUNDRY EQUIPMENT OPERATION GEN 178.32 422529 3/1/2018 122084 CITY OF EDINA - UTILITIES 219.12 WATER METER 454089 330288022-2/18 5310.6189 SEWER & WATER POOL ADMINISTRATION 6,946.24 PW WATER USAGE 453968 345052006-2/18 1552.6189 SEWER & WATER CENT SVC PW BUILDING 7,165.36 422530 3/1/2018 101227 COFFEE MILL INC. R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 10 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 — Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422530 3/1/2018 101227 COFFEE MILL INC. Continued... 317.00 COCOAAND CAPPUCCINO 454090 0753654-IN 5761.5510 COST OF GOODS SOLD CENTENNIAL LAKES OPERATING 317.00 422531 3/1/2018 120433 COMCAST 29.08 COMCAST 454091 220686-2/18 5710.6105 DUES & SUBSCRIPTIONS EDINBOROUGH ADMINISTRATION 29.08 422532 3/1/2018 120433 COMCAST 86.02 NORTH RAMP INTERNET 454092 540232-2/18 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 86.02 422533 3/1/2018 120433 COMCAST 42.69 CABLE TV 454093 540372-2/18 5553.6105 DUES & SUBSCRIPTIONS SPORTS DOME BLDG&GROUNDS 42.69 422534 3/1/2018 120433 COMCAST 33.93 CABLE TV 454094 373022-2/18 1400.6103 PROFESSIONAL SERVICES POLICE DEPT. GENERAL 33.93 422535 3/1/2018 100012 CORE & MAIN 538.12 WMB REPAIR BANDS 454095 1483074 5913.6406 GENERAL SUPPLIES DISTRIBUTION 538.12 422536 3/1/2018 140999 CORE-MARK MIDCONTINENT INC. 600.69 CONCESSIONS FOOD 453976 6356922 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 524.49 CONCESSIONS FOOD 454448 6367100 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 1,125.18 422537 3/1/2018 130169 CUSTOM BUSINESS FORMS 1,080.00 MARCH NEWSLETTER 454096 314106 1628.6575 PRINTING SENIOR CITIZENS 1,080.00 422538 3/1/2018 122095 DAKOTA COUNTY LUMBER CO. 1,316.16 SUPPLIES FOR PAMELA BUILDING 453986 1801-684990 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 466.20- 453988 1801-685100 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 660.27 SUPPLIES PAMELA BUILDING 453987 1802-686003 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 1,510.23 422539 3/1/2018 129884 DEARBORN NATIONAL LIFE INSURANCE CO. 2,958.95 MARCH STD INVOICE 454404 F018342-2/18 9900.2033.16 LTD - 99 PAYROLL CLEARING R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 11 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 — Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422539 3/1/2018 129884 DEARBORN NATIONAL LIFE INSURANCE CO. 100718 DELEGARD TOOL CO. Continued... 422540 3/1/2018 2,958.95 111.35 SOCKET SET 2018 454054 37442 1553.6556 TOOLS EQUIPMENT OPERATION GEN 109.99 RATCHET WRENCH 2018 454067 39290 1553.6556 TOOLS EQUIPMENT OPERATION GEN 91.69- CREDIT MEMO 2018 454066 39369 1553.6556 TOOLS EQUIPMENT OPERATION GEN 129.65 422541 3/1/2018 100899 DEPARTMENT OF LABOR & INDUSTRY 11,056.98 454061 012018 1495.4380 SURCHARGE INSPECTIONS 11,056.98 422542 3/1/2018 118375 DEPAUL LETTERING 129.25 HEALTH DEPT. SHIRTS 454144 62807 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 129.25 422543 3/1/2018 102831 DEXYP 25.00 YELLOW PAGES AD 454140 650487671-2/18 5510.6105 DUES & SUBSCRIPTIONS ARENAADMINISTRATION 25.00 422544 3/1/2018 136484 DIEBEL, BERNARD MICHAEL 567.00 LESSONS 2/8-2/21 454046 22218 5401.4602 LESSONS GOLF REVENUES 567.00 422545 3/1/2018 142072 DIETZ, STEVE 150.00 HONORARIUM 454421 022618 5110.6103 PROFESSIONAL SERVICES ART CENTER ADMINISTRATION 150.00 422546 3/1/2018 121103 DIRECTV 94.45 TV SERVICE 454098 33523005216 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 94.45 422547 3/1/2018 140559 EDEN COMPANY, THE 9,600.00 GR GREEN CONSULT COORD 454136 9 9232.6136 PROFESSIONAL SVC - OTHER CENTENNIAL TIF DISTRICT 9,600.00 422548 3/1/2018 142062 EDINA PROPERTIES 134.09 REFUND 454058 115998 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 134.09 R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page- 12 Council Check Register by Invoice & Summary 3/1/2018 — 3/1/2018 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 422549 3/1/2018 100549 ELECTRIC PUMP INC. Continued-. 2,734.00 TRACY LIFT PARTS 454394 0062234-IN 5921.6530 REPAIR PARTS SANITARY LIFT STATION MAINT 2,734.00 422550 3/1/2018 122792 EMERGENCY AUTOMOTIVE TECHNOLOGIES INC. 337.50 FIXED STORBE ON SQUAD 162 454462 MOB18017 1400.6215 EQUIPMENT MAINTENANCE POLICE DEPT. GENERAL 337.50 422551 3/1/2018 130846 ETHICAL LEADERS IN ACTION LLC 5,500.00 CONSULTANT 454121 1425 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 5,500.00 422552 3/1/2018 102497 EXPLORER POST 925 3,235.00 STATE CONFERENCE 454034 STATE 1419.6104 CONFERENCES & SCHOOLS RESERVE PROGRAM CONFERENCE 2018 3,235.00 422553 3/1/2018 100146 FACTORY MOTOR PARTS COMPANY 60.66 MOTOR 2018 454119 1-5501619 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 14.00 HEADLIGHTS 2018 454366 69-301855 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 74.66 422554 3/1/2018 102485 FAHRENKRUG, ROGER 1,602.00 LESSONS 2/8-2/21 454063 22218 5401.4602 LESSONS GOLF REVENUES 1,602.00 422555 3/1/2018 126004 FERGUSON WATERWORKS 1,059.95 WATER MAIN REPAIR CLAMPS 454175 0273561 5913.6406 GENERAL SUPPLIES DISTRIBUTION 2,495.58 METERS 453966 0273947 5917.6406 GENERAL SUPPLIES METER REPAIR 281.69 METERS 454154 0273948 5917.6406 GENERAL SUPPLIES METER REPAIR 1,952.45 METERS 454393 0274086 5917.6406 GENERAL SUPPLIES METER REPAIR 97.73 METER GASKETS 454173 0274089 5921.6406 GENERAL SUPPLIES SANITARY LIFT STATION MAINT 5,887.40 422556 3/1/2018 142060 FIDDELKE, MICHAEL 60.39 REFUND 453960 114998 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 60.39 422557 3/1/2018 141881 FIDELITY SECURITY LIFE 15.90 MARCH VISION INVOICE 454407 1922541 9900.2033.27 VISION INS PAYROLL CLEARING 15.90 R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 13 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # 3/1/2018 - Doc No Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422557 3/1/2018 422558 3/1/2018 141881 FIDELITY SECURITY LIFE 138219 FIRESIDE HEARTH & HOME Continued... 75.39 REFUND 80% PERMIT FEE 453972 161379 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 75.39 422559 3/1/2018 142061 FRICK, THOMAS 149.45 REFUND 453961 83254 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 149.45 422560 3/1/2018 132389 GAZICH, KATHLEEN 45.76 REIMBURSE SUPPLIES 454402 02232018 5510.6406 GENERAL SUPPLIES ARENAADMINISTRATION 45.76 422561 3/1/2018 104877 GENERAL SPRINKLER CORP. 640.00 FIRE SYSTEM INSPECTION 454425 29930 5420.6180 CONTRACTED REPAIRS CLUB HOUSE 640.00 422562 3/1/2018 142071 GHEI, GITA 150.00 HONORARIUM 454420 022618 5110.6103 PROFESSIONAL SERVICES ART CENTER ADMINISTRATION 150.00 422563 3/1/2018 130052 GLOWSHOT TARGETS LLC 580.00 TARGETS FOR PUBLIC SHOOT 454145 1666 7414.6406 GENERAL SUPPLIES PUBLIC PROGRAMS 580.00 422564 3/1/2018 101103 GRAINGER 14.88 SAFETY GLASSES 2018 454112 9708210522 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 21.04 SAFETY GLASSES 2018 454112 9708210522 1646.6610 SAFETY EQUIPMENT BUILDING MAINTENANCE 17.44 SAFETY GLASSES 2018 454113 9708210530 1301.6610 SAFETY EQUIPMENT GENERAL MAINTENANCE 53.36 422565 3/1/2018 102217 GRAPE BEGINNINGS INC 408.75- 453939 MN00035105 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 190.50 453899 MN00035597 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 490.98 454007 MN0035620 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 272.73 422566 3/1/2018 142074 GREENE, AMY K. 360.00 PROFESSIONAL SERVICES 454424 022618 5110.6103 PROFESSIONAL SERVICES ART CENTER ADMINISTRATION 360.00 R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 14 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 — Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422566 422567 3/1/2018 3/1/2018 142074 GREENE, AMY K. 137695 GREENWOOD DESIGN BUILD Continued... 2,500.00 6009 BIRCHCREST DEMO ESCROW 453973 160048 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 2,500.00 422568 3/1/2018 100785 GREUPNER, JOE 747.00 LESSONS 2/8-2/21 454062 022218 5401.4602 LESSONS GOLF REVENUES 747.00 422569 3/1/2018 102060 HALLOCK COMPANY INC 17.60 TRACY LIFT 454158 188460-1 5921.6530 REPAIR PARTS SANITARY LIFT STATION MAINT 21.00 TRACY LIFT 454159 188460-2 5921.6530 REPAIR PARTS SANITARY LIFT STATION MAINT 38.60 422570 3/1/2018 100797 HAWKINS INC. 8,910.24 453969 4231037 5915.6586 WATER TREATMENT SUPPLIES WATER TREATMENT 8,910.24 422571 3/1/2018 139501 HCT 18.00 PLATES, TABS 2018 453860 022118H 1553.6260 LICENSES & PERMITS EQUIPMENT OPERATION GEN 18.00 422572 3/1/2018 139501 HCT 33.00 TABS FOR 3 UNMARKED 2018 454439 022618H 1553.6260 LICENSES & PERMITS EQUIPMENT OPERATION GEN 33.00 422573 3/1/2018 122093 HEALTH PARTNERS 21,099.27 MARCH HP INVOICE-NONACTIVES 454408 79086706 6002.6043 COBRA INSURANCE RISK MGMT EMP SHARED SERVICE 276,736.27 MARCH HP INVOICE 454409 79089576 6002.6040 HOSPITALIZATION RISK MGMT EMP SHARED SERVICE 297,835.54 422574 3/1/2018 102460 HENNEPIN COUNTY TREASURER 2,628.00 JANUARY ROOM AND BOARD 454057 1000104350 1195.6225 BOARD & ROOM PRISONER LEGAL SERVICES 2,628.00 422575 3/1/2018 118765 HENRY SCHEIN INC. 128.00 CONCESSIONS FOOD 454449 50742507 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 128.00 422576 3/1/2018 104375 HOHENSTEINS INC. R55CKR2 LOGIS101 CITY OF EDINA Council Check Register by GL Council Check Register by Invoice & Summary 3/1/2018 - 3/1/2018 2/27/2018 14:05:17 Page- 15 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 422576 3/1/2018 104375 HOHENSTEINS INC. Continued... 1,030.00 453842 946250 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 951.25 453895 947538 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 499.00 453875 947539 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,480.25 422577 3/1/2018 100267 HOPKINS WESTWIND CONCERT BAND 150.00 EP PERFORMER ON 3/4/18 454052 030418 5710.6136 PROFESSIONAL SVC - OTHER EDINBOROUGH ADMINISTRATION 150.00 422578 3/1/2018 100417 HORIZON COMMERCIAL POOL SUPPLY 288.24 CHLORINE, ACID 454371 180215003 5720.6545 CHEMICALS EDINBOROUGH OPERATIONS 288.24 422579 3/1/2018 134784 IDEA CREEK LLC, THE 193.00 PLAQUE 454122 99 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 193.00 422580 3/1/2018 125032 IEH AUTO PARTS LLC 3.51 FILTER 2018 454110 038036337 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 17.55 FILTERS 2018 454111 038036433 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 21.06 422581 3/1/2018 101146 IMPACT TELECOM 520.92 5203192164-000 454400 608618999 1554.6188 TELEPHONE CENT SERV GEN - MIS 520.92 422582 3/1/2018 131544 INDEED BREWING COMPANY 523.00 453857 60605 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 523.00 422583 3/1/2018 102157 JEFF ELLIS & ASSOCIATES INC. 325.00 LGI RENEWAL- CLAIRE CONNER 454373 20085126 5310.6104 CONFERENCES & SCHOOLS POOL ADMINISTRATION 325.00 422584 3/1/2018 100830 JERRY'S PRINTING 310.00 HOTEL POOL/TRACK CARDS 454134 77456 5710.6575 PRINTING EDINBOROUGH ADMINISTRATION 177.50 NORTH RAMP EXP PR 454135 77539 9232.6406 GENERAL SUPPLIES CENTENNIAL TIF DISTRICT 487.50 422585 3/1/2018 100741 JJ TAYLOR DIST. OF MINN R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 16 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 - Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422585 3/1/2018 100741 JJ TAYLOR DIST. OF MINN Continued... 4,208.05 453847 2787466 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 50.40 453846 2787467 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 4,622.39 453849 2787478 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 145.70 453848 2787482 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 3,399.05 453889 2787491 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 925.16 453876 2787493 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 21.50 453877 2787494 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 73.80 453890 2787496 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 13,446.05 422586 3/1/2018 136082 JOFIT LLC 924.39 MERCHANDISE 454200 200029 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 924.39 422587 3/1/2018 100835 JOHNSON BROTHERS LIQUOR CO. 1.19 453853 5935580 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3,987.19 453826 5935581 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 337.82 453868 5935582 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1,125.93 453866 5935585 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,704.54 453869 5935589 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,185.67 453854 5935595 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 25.19 453871 5935596 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 959.46 453867 5935597 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,301.39 453872 5935598 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3,645.85 453870 5935599 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 88.88 453832 5940622 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,528.59 453831 5940623 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 6,684.46 453829 5940624 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3,043.18 453828 5940625 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5,321.81 453830 5940626 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 91.44 453827 5940627 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,002.86 453914 5940847 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 437.55 453859 5941817 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 518.57 453957 5945774 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 251.90 454012 5945776 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 611.55 453944 5945777 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 97.19 453955 5945778 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 499.60 453956 5945779 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 688.86 453946 5945780 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 864.12 454003 5945791 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET R55CKR2 LOGIS101 CITY OF EDINA Council Check Register by GL Council Check Register by Invoice & Summary 3/1/2018 — 3/1/2018 2/27/2018 14:05:17 Page - 17 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 422587 3/1/2018 100835 JOHNSON BROTHERS LIQUOR CO. Continued... 1,106.12 454002 5945792 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 102.69 454001 5945793 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 731.88 454000 5945794 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 433.12 453999 5945795 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 6,877.80 453992 5946942 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,091.90 453991 5946943 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 333.38 453990 5946944 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 684.76- 453913 665856 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 91.44- 453912 665857 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 41.00- 454010 667544 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 50,864.48 422588 3/1/2018 142059 JOHNSON, RICHARD 45.01 REFUND 453959 90997 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 45.01 422589 3/1/2018 142076 JOI UNLIMITED COACHING AND CONSULTING 2,500.00 IQS LEADERSHIP TRAINING 454436 0222218 1500.6136 PROFESSIONAL SVC - OTHER CONTINGENCIES 2,500.00 422590 3/1/2018 136686 KIDCREATE STUDIO 48.00 HALLOWEEN ART CLASS 454133 7888 1630.6103 PROFESSIONAL SERVICES PARTNERSHIP PROGRAMS 48.00 422591 3/1/2018 124002 KIMLEY-HORN AND ASSOCIATES INC. 17,279.05 GR. GREEN UTILITY STUDY 454141 10793892 9232.6133 PROFESS SERVICES-ENGINEERING CENTENNIAL TIF DISTRICT 17,279.05 422592 3/1/2018 115192 KNUDSON, DEBORAH 589.50 LESSONS 2/8-2/21 454064 22218 5401.4602 LESSONS GOLF REVENUES 589.50 422593 3/1/2018 141968 KOOMAN, MEGAN 118.00 REFUND FOR REVSPORTS 452488 013118 1600.4390.22 MINI HAWKS PARK ADMIN. GENERAL 118.00 422594 3/1/2018 120982 KROOG, RACHAEL 200.00 EP ENTERTAINMENT ON 3/1/18 454051 030118 5710.6136 PROFESSIONAL SVC - OTHER EDINBOROUGH ADMINISTRATION 200.00 R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page- 18 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 — Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422595 3/1/2018 141928 KRYPEL, MICHELLE Continued... 56.00 REFUND MINI MASTERS 454423 02262018 1600.4390.69 PARTNERSHIP PROGRAMS PARK ADMIN. GENERAL 56.00 422596 3/1/2018 100849 LAKELAND ENGINEERING 1,496.25 SOLENOID VALVE FOR CL2 453963 12315064-5001 5915.6586 WATER TREATMENT SUPPLIES WATER TREATMENT 1,496.25 422597 3/1/2018 100852 LAWSON PRODUCTS INC. 953.30 BITS, WASHERS, NUTS, BOLTS 201 454055 9305620651 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 953.30 422598 3/1/2018 138211 LEAGUE OF MINNESOTA CITIES 163.00 REMAIN Q PAYMENT-LMC 454417 40000853020518 6002.6200 INSURANCE RISK MGMT EMP SHARED SERVICE 163.00 422599 3/1/2018 128234 LEFFLER PRINTING COMPANY INC. 1,660.00 PARKS 453985 20205 1600.6575 PRINTING PARK ADMIN. GENERAL 7,362.28 ART CENTER PORTION 453985 20205 5110.6575 PRINTING ART CENTER ADMINISTRATION 1,660.00 AQUATIC CENTER 453985 20205 5310.6575 PRINTING POOL ADMINISTRATION 1,660.00 GOLF 453985 20205 5410.6575 PRINTING GOLF ADMINISTRATION 1,660.72 453985 20205 5510.6575 PRINTING ARENA ADMINISTRATION 1,660.00 EDINBOROUGH 453985 20205 5710.6575 PRINTING EDINBOROUGH ADMINISTRATION 1,660.00 CENTENNIAL LAKES 453985 20205 5760.6575 PRINTING CENTENNIAL LAKES ADMIN EXPENSE 17,323.00 422600 3/1/2018 136027 LINA 4,771.24 FEB LTD INVOICE 454406 416005118020118 9900.2033.16 LTD - 99 PAYROLL CLEARING 18032-2/18 4,771.24 422601 3/1/2018 141916 LUPULIN BREWING 297.00 453837 10690 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 297.00 422602 3/1/2018 123848 LVC COMPANIES INC. 845.00 CITY HALL FIRE SPRINKELER 454392 SOI.144444 1551.6103 PROFESSIONAL SERVICES CITY HALL GENERAL 845.00 422603 3/1/2018 100864 MACQUEEN EQUIPMENT INC. 652.06 DIRT DEFLECTOR 2018 454114 P10908 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN R55CKR2 LOGIS101 CITY OF EDINA Council Check Register by GL Council Check Register by Invoice & Summary 3/1/2018 — 3/1/2018 2/27/2018 14:05:17 Page- 19 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 422603 3/1/2018 100864 MACQUEEN EQUIPMENT INC. Continued... 235.59 TANK SITE GAUGE 2018 454117 P10945 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 46.22. SLEEVE 2018 454118 P10947 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 38.14 SLEEVE 2018 454115 P10968 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 53.74 TANK SEAL 2018 454116 P10978 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 477.97 MAIN LIFT VALVE 2018 454068 P11016 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 1,503.72 422604 3/1/2018 134063 MANSFIELD OIL COMPANY 6,473.40 UNLEADED FUEL 2018 454398 698416 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 6,724.84 UNLEADED FUEL 2018 454399 698499 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 2,882.08 DIESEL 2018 454397 698501 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 2,866.69 UNLEADED GAS 2018 454396 699820 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 1,405.14 DIESEL FUEL 2018 454395 699863 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 20,352.15 422605 3/1/2018 137929 MAXEY, ROXANNE 10.00 REIMBURSMENT 454037 02222018.1 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 63.77 MILEAGE 454038 02222018.2 5510.6107 MILEAGE OR ALLOWANCE ARENAADMINISTRATION 73.77 422606 3/1/2018 139295 MAXFIELD RESEARCH AND CONSULTING LLC 10,000.00 GR GREEN MARKET STDY 454137 16633 9232.6136 PROFESSIONAL SVC - OTHER CENTENNIAL TIF DISTRICT 10,000.00 422607 3/1/2018 105603 MEDICINE LAKE TOURS 1,496.00 TRIP TO HISTORY THEATER 454172 HISTORY 1628.6103.07 TRIPS PROF SERVICES SENIOR CITIZENS THEATER-3/29 1,496.00 422608 3/1/2018 103720 MEDTECH 175.18 WRIST BANDS 454454 61130 5552.6513 OFFICE SUPPLIES SPORTS DOME ADMINISTRATION 175.18 422609 3/1/2018 104366 MENDEL, NATHAN 88.95 CLOTHING ALLOWANCE 454040 08222018 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 88.95 422610 3/1/2018 100886 METROPOLITAN COUNCIL 12,300.75 SAC CHARGE FOR JAN 2018 454060 012018 1495.4307 SAC CHARGES INSPECTIONS 12,300.75 R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 20 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 — Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422610 3/1/2018 100886 METROPOLITAN COUNCIL Continued... 422611 3/1/2018 142056 MILL CITY METAL WORKS 300.00 454164 1395 5913.6103 PROFESSIONAL SERVICES DISTRIBUTION 300.00 422612 3/1/2018 102769 MILLER, TOM 202.50 LESSONS 2/8-2/21 454065 22218 5401.4602 LESSONS GOLF REVENUES 202.50 422613 3/1/2018 127061 MINNEAPOLIS PARK & RECREATION BOARD 675.00 WRESTLING LEAGUE DUES 454444 21618 1621.6406 GENERAL SUPPLIES ATHLETIC ACTIVITIES 675.00 422614 3/1/2018 101638 MINNESOTA DEPARTMENT OF HEALTH 22,235.00 SERVICE CONNECTION FEE 453953 1270011-2/18 5915.6136 PROFESSIONAL SVC - OTHER WATER TREATMENT 22,235.00 422615 3/1/2018 101638 MINNESOTA DEPARTMENT OF HEALTH 150.00 NORMANDALE D MDH PERMIT 454465 02272018 05576.1705.20 CONSULTING DESIGN Normandale Park D 150.00 422616 3/1/2018 101899 MINNESOTA DEPARTMENT OF PUBLIC SAFETY 1,650.00 453971 MULTIPLE 5915.6260 LICENSES & PERMITS WATER TREATMENT 1,650.00 422617 3/1/2018 101537 MINNESOTA POLLUTION CONTROL AGENCY 562.50 454101 10000040181 9232.6133 PROFESS SERVICES-ENGINEERING CENTENNIAL TIF DISTRICT 562.50 422618 3/1/2018 140955 MODIST BREWING LLC 168.63 453833 4510 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 182.13 454362 4569 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 350.76 422619 3/1/2018 140948 MOHAGEN / HANSEN ARCHITECTURAL GROUP 90,226.53 NORTH RAMP DESIGN 454192 42531 9232.6102 CONTRACTUAL SERVICES CENTENNIAL TIF DISTRICT 90,226.53 422620 3/1/2018 102776 MRPA 200.00 454194 9430 1556.6121 ADVERTISING PERSONNEL EMPLOYEE SHARED SERVICES R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 21 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 - Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422620 3/1/2018 102776 MRPA 101696 MSP COMMUNICATIONS Continued-. 422621 3/1/2018 200.00 1,802.70 AD FORMN GOLF MAGAZINE 454196 2018-78695 5210.6122 ADVERTISING OTHER GOLF DOME PROGRAM 1,802.70 422622 3/1/2018 130266 MUNICODE 216.28 PRINT SUPP 7 TO CITY CODE 454107 00304492 1185.6103 PROFESSIONAL SERVICES LICENSING, PERMITS & RECORDS 216.28 422623 3/1/2018 123954 NEIGHBORHOOD NETWORKS PUBLISHING 112.00 ADVERTISING 454153 N10314909 5110.6122 ADVERTISING OTHER ART CENTER ADMINISTRATION 112.00 422624 3/1/2018 100076 NEW FRANCE WINE CO. 1,531.00 453915 128605 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,531.00 422625 3/1/2018 104232 NORTHERN SAFETY TECHNOLOGY INC 107.93 END CAP KIT 2018 454162 45335 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 107.93 422626 3/1/2018 137198 NORTON, KITTY 250.00 EP PERFORMERS ON 3/8/18 454053 030818 5710.6136 PROFESSIONAL SVC-OTHER EDINBOROUGH ADMINISTRATION 250.00 422627 3/1/2018 103578 OFFICE DEPOT 51.32 BATTERIES 454198 107083569001 5210.6406 GENERAL SUPPLIES GOLF DOME PROGRAM 51.32 422628 3/1/2018 102712 OFFICE OF MN.IT SERVICES 27.70 454020 W18010578 1554.6188 TELEPHONE CENT SERV GEN - MIS 27.70 454020 W18010578 1646.6188 TELEPHONE BUILDING MAINTENANCE 55.40 454020 W18010578 1646.6188 TELEPHONE BUILDING MAINTENANCE 83.10 454020 W18010578 1554.6188 TELEPHONE CENT SERV GEN - MIS 83.10 454020 W18010578 1481.6188 TELEPHONE YORK FIRE STATION 193.90 454020 W18010578 1646.6188 TELEPHONE BUILDING MAINTENANCE 304.70 454020 W18010578 1622.6188 TELEPHONE SKATING & HOCKEY 55.40 454020 W18010578 5111.6188 TELEPHONE ART CENTER BLDG/MAINT 27.70 454020 W18010578 5311.6188 TELEPHONE POOL OPERATION R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page- 22 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 - Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422628 3/1/2018 102712 OFFICE OF MN.IT SERVICES Continued... 110.80 454020 W18010578 5410.6188 TELEPHONE GOLF ADMINISTRATION 124.66 454020 W18010578 5710.6188 TELEPHONE EDINBOROUGH ADMINISTRATION 124.66 454020 W18010578 5760.6188 TELEPHONE CENTENNIAL LAKES ADMIN EXPENSE 55.40 454020 W18010578 5821.6188 TELEPHONE 50TH ST OCCUPANCY 83.10 454020 W18010578 5841.6188 TELEPHONE YORK OCCUPANCY 83.10 454020 W18010578 5861.6188 TELEPHONE VERNON OCCUPANCY 55.40 454020 W18010578 5913.6188 TELEPHONE DISTRIBUTION 291.28 BRAEMAR GOLF 454019 W18010583 5420.6188 TELEPHONE CLUB HOUSE 87.75 BOOKING LANGUAGE LINE 454147 W18010661 1400.6204 TELETYPE SERVICE POLICE DEPT. GENERAL 1,874.85 422629 3/1/2018 100936 OLSEN COMPANIES 179.76 454180 611740 1314.6406 GENERAL SUPPLIES STREET RENOVATION 218.99 SLING AND BAR 2018 454161 614629 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 398.75 422630 3/1/2018 141965 OMNI BREWING COMPANY LLC 260.00 453835 E-1768 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 440.00 453861 E-1878 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 700.00 422631 3/1/2018 101659 ORKIN 24.20 CENTER RAMP PEST CONTROL 454411 167055734 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 24.20 RAMP PEST CONTROL 454410 167056533 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 30.00 PAMELA PARK PEST CONTROL 454412 167678439 1646.6103 PROFESSIONAL SERVICES BUILDING MAINTENANCE 60.00 GRANGE PEST CONTROL 454413 167678500 1646.6103 PROFESSIONAL SERVICES BUILDING MAINTENANCE 138.40 422632 3/1/2018 131698 PARLEY LAKE WINERY 132.00 453935 17313 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 132.00 422633 3/1/2018 100347 PAUSTIS WINE COMPANY 601.90 453883 1895 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 430.40 453888 1903 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 88.75 453886 1904 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1,871.25 453851 968 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 176.50 453862 969 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3,168.80 R55CKR2 LOGIS101 CITY OF EDINA Council Check Register by GL Council Check Register by Invoice & Summary 3/1/2018 - 3/1/2018 2/27/2018 14:05:17 Page- 23 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 422634 3/1/2018 142073 PELINKA, ALEJANDRA Continued... 150.00 HONORARIUM 454422 022618 5110.6103 PROFESSIONAL SERVICES ART CENTER ADMINISTRATION 150.00 422635 3/1/2018 100945 PEPSI-COLA COMPANY 400.34 CONCESSIONS FOOD 454104 65920159 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 134.04 PEPSI 454120 65920160 5210.5510 COST OF GOODS SOLD GOLF DOME PROGRAM 134.86 PEPSI 454370 68053660 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 669.24 422636 3/1/2018 130228 PERNSTEINER CREATIVE GROUP INC. 300.00 "EDITION: EDINA" DESIGN - MARC 454165 022218-1 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS 300.00 422637 3/1/2018 138081 PETERSON SALT & WATER TREATMENT 81.00 SALT - ST. 1 454123 155828 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 81.00 422638 3/1/2018 135849 PETSMART #2412 145.46 K9 BLITZ SUPPLIES 454148 T-4940 PO 3176 4607.6406 GENERAL SUPPLIES EDINA CRIME FUND K9 DONATION 145.46 422639 3/1/2018 100743 PHILLIPS WINE & SPIRITS 65.19 454006 02313849 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 441.98 454005 02313850 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 109.96 454009 02313851 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1,236.89 454004 02313852 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,525.21 453908 2306977 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 431.73 453909 2306978 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,050.24 453929 2306979 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 592.26 453911 2310524 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3,025.47 453910 2310525 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 634.76 453943 2313839 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1,172.00 453947 2313840 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 156.15 453945 2313841 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 10,441.84 422640 3/1/2018 130926 PLANTSCAPE INC. 2,223.86 PLANT MAINTENANCE 454149 347079 5720.6620 TREES, FLOWERS, SHRUBS EDINBOROUGH OPERATIONS 2,223.86 R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 24 . Council Check Register by Invoice & Summary 3/1/2018 - 3/1/2018 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 422641 3/1/2018 101138 PLEAA Continued... 210.00 PLEAA DUES 2018 454473 022718PLEAA 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL 210.00 422642 3/1/2018 100958 PLUNKETT'S PEST CONTROL 60.00 BUILDING-PROF. SERV. 454131 5862160 5111.6103 PROFESSIONAL SERVICES ART CENTER BLDG/MAINT 60.00 422643 3/1/2018 129706 PREMIUM WATERS INC. 48.69 PREMIUM WATER 454124 622833-01-18 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 48.69 422644 3/1/2018 100287 RAMSEY COUNTY 200.00 RAMSEY COUNTY WARRANT 454440 02180227AP 1000.2055 DUE TO OTHER GOVERNMENTS GENERAL FUND BALANCE SHEET 200.00 422645 3/1/2018 100980 ROBERT B. HILL CO. 946.92 SOFTENER SALT 453974 354837 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 205.12 SOFTENER SALT 454190 354896 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 1,152.04 422646 3/1/2018 101311 ROOT-O-MATIC SEWER SERVICE 375.00 CITY HALL SEWER CLEAN OUT 454178 40539 1551.6180 CONTRACTED REPAIRS CITY HALL GENERAL 375.00 422647 3/1/2018 139439 RUE 38 LLC 716.00 453936 2772 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 716.00 422648 3/1/2018 100988 SAFETY KLEEN 183.46 BRAKE CLEANER 2018 454435 75838581 1553.6584 LUBRICANTS EQUIPMENT OPERATION GEN 183.46 422649 3/1/2018 101431 SCAN AIR FILTER INC. 724.22 AHU1 FILTERS 454182 141554 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 68.56 AHU FIRE 1 454364 141555 1470.6215 EQUIPMENT MAINTENANCE FIRE DEPT. GENERAL 792.78 422650 3/1/2018 124792 SCHUELLER, JASON 42.02 SOCKS, LONG UNDERWEAR 2018 454035 022218JS 1301.6201 LAUNDRY GENERAL MAINTENANCE 42.02 R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 25 Council Check Register by Invoice & Summary 3/1/2018 — 3/1/2018 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 422650 422651 3/1/2018 3/1/2018 124792 SCHUELLER, JASON 100995 SEH Continued... 16,944.23 454176 346004 05572.1705.20 CONSULTING DESIGN WM-572 RAW WTR WELL 21 TO VVT? 2,179.15 PARKLAWN 454170 346283 01444.1705.21 CONSULTING INSPECTION Parklawn Ave 654.55 PARKLAWN 454170 346283 05565.1705.21 CONSULTING INSPECTION Parklawn Ave 2,407.25 PARKLAWN 454170 346283 03501.1705.21 CONSULTING INSPECTION Parklawn Ave 256.81 PARKLAWN 454170 346283 04423.1705.21 CONSULTING INSPECTION Parklawn Ave 5,822.58 VERNON/INTERLACHEN 454171 346286 9232.6133 PROFESS SERVICES-ENGINEERING CENTENNIAL TIF DISTRICT 1,158.43 CELL TOWER WORK 454476 346409 1001.4722 RENTAL OF PROPERTY GENERAL FUND REVENUES 29,423.00 422652 3/1/2018 130047 SELECT ACCOUNT 3,480.50 JAN, FEB SELECTACCOUNT INVOICE 454403 008816-2/18 1556.6160 DATA PROCESSING EMPLOYEE SHARED SERVICES 3,480.50 422653 3/1/2018 142055 SENDAR, JORDAN 650.90 ICE REFUND 454039 02212018 5510.6136 PROFESSIONAL SVC-OTHER ARENAADMINISTRATION 650.90 422654 3/1/2018 106019 SERVICE FIRE PROTECTION INC. 230.00 FIRE SYSTEM SERVICE 454189 13142 5761.6230 SERVICE CONTRACTS EQUIPMENT CENTENNIAL LAKES OPERATING 230.00 422655 3/1/2018 137092 SHAKOPEE GRAVEL 185.73 STAUDER CIR FILL 454174 357069 5933.6517 SAND GRAVEL & ROCK PONDS & LAKES 185.73 422656 3/1/2018 100534 SHIRLEY, TOM 19.60 POSTAGE 454474 PTYCSH227 5760.6235 POSTAGE CENTENNIAL LAKES ADMIN EXPENSE 28.18 OFFICE SUPPLIES 454474 PTYCSH227 5760.6513 OFFICE SUPPLIES CENTENNIAL LAKES ADMIN EXPENSE 49.00 PARKING FOR CONFERENCE 454474 PTYCSH227 5760.6106 MEETING EXPENSE CENTENNIAL LAKES ADMIN EXPENSE 134.48 CONCESSIONS GOODS SOLD 454474 PTYCSH227 5761.5510 COST OF GOODS SOLD CENTENNIAL LAKES OPERATING 231.26 422657 3/1/2018 120784 SIGN PRO 185.00 DASHERBOARD 454166 12648 5510.6103 PROFESSIONAL SERVICES ARENAADMINISTRATION 420.00 EVENT SIGNS 454447 12677 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 605.00 422658 3/1/2018 100999 SIGNAL SYSTEMS INC. R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page - 26 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 - Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422658 3/1/2018 100999 SIGNAL SYSTEMS INC. Continued... 52.70 TIMECLOCK RENTAL 454372 13084266 5310.6105 DUES & SUBSCRIPTIONS POOL ADMINISTRATION 52.70 422659 3/1/2018 131885 SISINNI FOOD SERVICES INC. 48.59 CONCESSIONS FOOD 454103 329559 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 48.59 422660 3/1/2018 100430 SNAP-ON INDUSTRIAL 187.61 TORQUE SET 2018 454365 ARV/35313919 1553.6556 TOOLS EQUIPMENT OPERATION GEN 187.61 422661 3/1/2018 127878 SOUTHERN WINE AND SPIRITS 3,904.47 453858 001648709 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 11,365.07 453994 1646245 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 140.30 453864 1648706 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 768.46 453865 1648707 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,238.00 453863 1648708 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 589.60 453856 1649984 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.60 453880 1651228 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 770.40 453882 1651229 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,161.38 453881 1651230 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.60 453896 1651236 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 273.60 453901 1651237 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 243.20 453903 1651238 5800.1353 INVENTORY WNE LIQUOR BALANCE SHEET 781.15 453904 1651239 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 302.40 453902 1651240 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,620.80 453897 1651241 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 24,162.03 422662 3/1/2018 130091 SPARTINA 449 LLC 636.60 MERCHANDISE 454197 IN63199 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 636.60 422663 3/1/2018 101016 SRF CONSULTING GROUP INC 3,968.70 454187 10553.00-8 1600.6103 PROFESSIONAL SERVICES PARK ADMIN. GENERAL 22,756.74 OWNERS REP NORTH RAMP 454191 10930.00-5 9232.6102 CONTRACTUAL SERVICES CENTENNIAL TIF DISTRICT 26,725.44 422664 3/1/2018 101007 STAR TRIBUNE 82.56 STAR TRIB 454127 1808753-2/18 5710.6105 DUES & SUBSCRIPTIONS EDINBOROUGH ADMINISTRATION R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page- 27 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # 3/1/2018 — Doc No Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422664 3/1/2018 101007 STAR TRIBUNE 101007 STAR TRIBUNE Continued... 422665 3/1/2018 82.56 114.53 STAR TRIB SUBSCRIPTION 454453 12416723-2/18 5510.6105 DUES & SUBSCRIPTIONS ARENAADMINISTRATION 114.53 422666 3/1/2018 133068 STEEL TOE BREWING LLC 363.00 453891 20010 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 363.00 422667 3/1/2018 135803 SUN LIFE FINANCIAL 6,798.10 FEB LIFE INSURANCE-ACTIVES 454405 237716-001-2/18 9900.2033.05 LIFE INSURANCE - 99 PAYROLL CLEARING 185.00 FEB LIFE INSURANCE-NONACTIVES 454418 237716-901-2/18 6002.6043 COBRA INSURANCE RISK MGMT EMP SHARED SERVICE 6,983.10 422668 3/1/2018 119864 SYSCO MINNESOTA 449.85 CONCESSION PRODUCT 454367 147703408 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 500.55 CONCESSION PRODUCT 454368 147708451 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 950.40 422669 3/1/2018 135129 TCM PROFESSIONAL SUBSCRIPTION SERVICES 83.41 LOBBY MAGAZINES 454169 2018 7410.6406 GENERAL SUPPLIES PSTF ADMINISTRATION 83.41 422670 3/1/2018 138229 TEMPCO SYSTEMS, INC. 3,300.00 HORNET'S FX80 UPGRADE 454139 J024550 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 3,300.00 422671 3/1/2018 137897 TEN FIVE CUSTOM HOMES INC. 2,500.00 REFUND DEMO ESCROW 453801 ED159544 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 2,500.00 422672 3/1/2018 103048 U.S. BANK 25.00 2009C TRUSTEE FEE 454108 4912389 5510.6103 PROFESSIONAL SERVICES ARENAADMINISTRATION 25.00 422673 3/1/2018 140009 U.S. KIDS GOLF 557.25 MERCHANDISE 454042 IN1249723 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 557.25 R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page- 28 Council Check Register by Invoice & Summary Check # Date Amount Supplier / Explanation PO # Doc No 3/1/2018 - Inv No 3/1/2018 Account No Subledger Account Description Business Unit 422674 3/1/2018 140382 UNITED FARMERS COOP Continued... 279.05 AIR FILTERS, SPARK PLUGS 454184 77935 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 98.91 SPEED FEED HEAD 454188 77937 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 64.35 SUPPLIES 454183 77940 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 442.31 422675 3/1/2018 101058 VAN PAPER CO. 68.00 454202 453156-01 5821.6406 GENERAL SUPPLIES 50TH ST OCCUPANCY 68.00 422676 3/1/2018 115380 VARITECH INDUSTRIES INC. 45.66 SCREEN 2018 454193 1N060-1012651 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 45.66 422677 3/1/2018 101066 VIKING ELECTRIC SUPPLY INC. 915.00 BOLLARD REPLACEMENT 454374 S001173298.002 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 185.99 MOTION CTRL CAR WASH LTS 454181 S001258798.001 1552.6530 REPAIR PARTS CENT SVC PW BUILDING 1,141.20 TRACY LIFT 453965 S001273445.001 5921.6530 REPAIR PARTS SANITARY LIFT STATION MAINT 2,242.19 422678 3/1/2018 137833 VIKING TROPHIES AWARDS & RECONGNITION 969.27 454203 133384 5842.6122 ADVERTISING OTHER YORK SELLING 969.28 454203 133384 5862.6122 ADVERTISING OTHER VERNON SELLING 969.28 454203 133384 5822.6122 ADVERTISING OTHER 50TH ST SELLING 2,907.83 422679 3/1/2018 133629 VON HANSONS MEATS 174.65 CONCESSIONS FOOD 454105 102690 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 174.65 422680 3/1/2018 101932 VOTH, BART 174.95 UNIFORM PANTS, BELTS 2018 454475 022618B 5913.6201 LAUNDRY DISTRIBUTION 174.95 422681 3/1/2018 123616 WATER CONSERVATION SERVICES INC. 2,852.25 453967 8300 5913.6103 PROFESSIONAL SERVICES DISTRIBUTION 2,852.25 422682 3/1/2018 130574 WATSON COMPANY 404.82 CONCESSIONS FOOD 453975 885420 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 404.82 R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page- 29 Council Check Register by Invoice & Summary 3/1/2018 - 3/1/2018 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 422682 422683 3/1/2018 3/1/2018 130574 WATSON COMPANY 101312 WINE MERCHANTS Continued... 1,335.95 453924 7170489 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 982.52 453925 7170491 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 236.76 453927 7171347 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 62.82 453926 7171351 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,099.42 453928 7171352 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 20.94 453948 7172219 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 185.19 453954 7172220 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 685.38 453998 7172225 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5,608.98 422684 3/1/2018 102228 WOOLDRIDGE, MARY 14.00 MN GOLF SHOW 454047 022232018 5410.6104 CONFERENCES & SCHOOLS GOLF ADMINISTRATION 14.00 422685 3/1/2018 105740 WSB & ASSOCIATES INC. 8,102.50 PENTAGON AUAR 454142 2-R-011179-000 4422.6710 EQUIPMENT REPLACEMENT TRAFFIC STUDIES 8,102.50 422686 3/1/2018 101726 XCEL ENERGY 1,896.51 51-6227619-3 453978 580249090 5761.6185 LIGHT & POWER CENTENNIAL LAKES OPERATING 22.84 51-4151897-6 453979 580604126 1646.6185 LIGHT & POWER BUILDING MAINTENANCE 51.88 51-5276505-8 453984 580616284 1330.6185 LIGHT & POWER TRAFFIC SIGNALS 43.57 51-7567037-0 453980 580652612 1321.6185 LIGHT & POWER STREET LIGHTING REGULAR 142.33 51-0010025256-3 453982 580674238 1321.6185 LIGHT & POWER STREET LIGHTING REGULAR 14.71 51-0010613106-9 453981 580688558 1321.6185 LIGHT & POWER STREET LIGHTING REGULAR 6,529.89 51-0837548-4 453983 580743203 5915.6185 LIGHT & POWER WATER TREATMENT 8,701.73 422687 3/1/2018 101091 ZIEGLER INC 400.00 454160 A2872201 1301.6180 CONTRACTED REPAIRS GENERAL MAINTENANCE 531.16 OIL FILTERS 454438 PC001937170 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 931.16 422688 3/1/2018 102500 ZIMMERMAN, TIM 150.00 ADA SHOE LIFT REIMB 454426 021418 1556.6175 PHYSICAL EXAMINATIONS EMPLOYEE SHARED SERVICES 150.00 975,200.88 Grand Total Payment Instrument Totals R55CKR2 LOGIS101 CITY OF EDINA 2/27/2018 14:05:17 Council Check Register by GL Page- 30 Council Check Register by Invoice & Summary 3/1/2018 — 3/1/2018 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 975,200.88 Grand Total Payment Instrument Totals Checks A/P ACH Payment Total Payments 906,732.61 68,468.27 975,200.88 CITY OF EDINA 2/27/2018 14:05:23 Council Check Summary Page - 1 3/1/2018 - 3/1/2018 R55CKS2 LOGIS100 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Company , Amount 01000 GENERAL FUND 161,776.18 02300 POLICE SPECIAL REVENUE 4,542.00 04000 WORKING CAPITAL FUND 8,382.38 04100 PIR CONSTRUCTION FUND 2,179.15 05100 ART CENTER FUND 8,581.64 05200 GOLF DOME FUND 8,993.87 05300 AQUATIC CENTER FUND 2,373.70 05400 GOLF COURSE FUND 14,732.42 05500 ICE ARENA FUND 14,848.56 05550 SPORTS DOME FUND 14,079.45 05700 EDINBOROUGH PARK FUND 13,259.31 05750 CENTENNIAL LAKES PARK FUND 5,451.66 05800 LIQUOR FUND 165,988.00 05900 UTILITY FUND 77,282.36 05930 STORM SEWER FUND 442.54 06000 RISK MGMT ISF 298,183.54 07400 PSTF AGENCY FUND 3,135.03 09232 CENTENNIAL TIF DISTRICT 156,424.90 09900 PAYROLL FUND 14,544.19 Report Totals 975,200.88 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 1Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 6137 3/8/2018 102971 ACE ICE COMPANY 7.50 454992 2209789 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 94.68 454526 2209792 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 51.52 454952 2213258 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 85.48 454746 2213261 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 239.18 6138 3/8/2018 100575 ALL SAFE INC. 116.20 FIRE EXTINGUISHER MONTHLY INSP 454873 160109 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 116.20 6139 3/8/2018 100643 BARR ENGINEERING CO. 10,583.00 GR GREEN UTILITY STUDY 454658 23271616.00-3 9232.6133 PROFESS SERVICES-ENGINEERING CENTENNIAL TIF DISTRICT 16,709.00 GR GREEN UTILITY STUDY 454659 23271617.00-3 9232.6133 PROFESS SERVICES-ENGINEERING CENTENNIAL TIF DISTRICT 27,292.00 6140 3/8/2018 101355 BELLBOY CORPORATION 1,410.50 455000 62984200 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 61.55 455017 62984300 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3,136.30 454745 63112700 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3,684.95 455004 63112800 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,428.60 454641 63112900 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 55.74 455016 97233200 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 17.27 455003 97233300 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 10,794.91 6141 3/8/2018 101375 BLOOMINGTON SECURITY SOLUTIONS INC. 4.50 KEY 454918 SH97748 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 4.50 6142 3/8/2018 122688 BMK SOLUTIONS 42.99 SUPPLIES 454910 137088 1140.6406 GENERAL SUPPLIES PLANNING 42.99 6143 3/8/2018 100648 BUSINESS ESSENTIALS 111.20 BATTERIES/PENS 454617 OE-473558-1 1120.6406 GENERAL SUPPLIES ADMINISTRATION 67.80 NORTH RAMP EXP PR 454617 OE-473558-1 9232.6406 GENERAL SUPPLIES CENTENNIAL TIF DISTRICT 19.65 GENERAL SUPPLIES - ART CENTER 454766 WO-364067-1 5110.6406 GENERAL SUPPLIES ART CENTER ADMINISTRATION 65.21 PAPER, G.S.OFFICE SUPPLIES 454951 WO-364703-1 5710.6513 OFFICE SUPPLIES EDINBOROUGH ADMINISTRATION 263.86 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 2Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 6144 3/8/2018 116114 CANON SOLUTIONS AMERICA INC.Continued... 189.78 SCANNING OCA 454898 988995014 1495.6575 PRINTING INSPECTIONS 189.78 6145 3/8/2018 100687 CITY OF RICHFIELD 26.11 454906 6974 5934.6185 LIGHT & POWER STORM LIFT STATION MAINT 26.11 6146 3/8/2018 100687 CITY OF RICHFIELD 325.39 454907 6973 5934.6185 LIGHT & POWER STORM LIFT STATION MAINT 325.39 6147 3/8/2018 105693 CITYSPRINT 16.72 APPRAISAL DELIVERY 454759 40851 1190.6107 MILEAGE OR ALLOWANCE ASSESSING 16.72 6148 3/8/2018 130477 CLEAR RIVER BEVERAGE CO 360.00 454993 67-3543 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 360.00 6149 3/8/2018 104020 DALCO 781.55 SIDEWALK SALT 454599 3286682 4090.6406 GENERAL SUPPLIES 50TH&FRANCE MAINTENANCE 781.55 6150 3/8/2018 134730 EXPLORE EDINA 31,761.71 LODGING TAX - JANUARY 454606 022618 1001.4030 LODGING TAX GENERAL FUND REVENUES 31,761.71 6151 3/8/2018 120831 FIRST SCRIBE INC. 425.00 454758 2476315 1263.6103 PROFESSIONAL SERVICES ENVIRONMENT 425.00 6152 3/8/2018 100768 GARTNER REFRIGERATION & MFG INC 391.50 SOUTH BRINE 454916 57358 5521.6215 EQUIPMENT MAINTENANCE ARENA ICE MAINT 391.50 6153 3/8/2018 102079 HIGHVIEW PLUMBING INC 720.00 THAW FROZEN WATER LINE 454577 15006 5913.6103 PROFESSIONAL SERVICES DISTRIBUTION 720.00 6154 3/8/2018 129508 IMPACT 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 3Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 6154 3/8/2018 129508 IMPACT Continued... 460.23 454926 130909 5902.6103 PROFESSIONAL SERVICES UTILITY BILLING - FINANCE 460.23 6155 3/8/2018 129635 JESSE JAMES CREATIVE INC. 700.00 EDINET SEARCH FIX 454763 JJ5950A 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS 1,500.00 EDINET MAINTENANCE 454764 JJ5955 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS 2,200.00 6156 3/8/2018 127057 MARSDEN BLDG MAINTENANCE LLC 3,099.80 CLEANING SERVICE 454914 265325 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 3,099.80 6157 3/8/2018 100869 MARTIN-MCALLISTER 500.00 454917 11507 1556.6121 ADVERTISING PERSONNEL EMPLOYEE SHARED SERVICES 500.00 6158 3/8/2018 101483 MENARDS 29.94 HOSE NOZZLE 454601 062241 1301.6556 TOOLS GENERAL MAINTENANCE 21.97 DRILL BIT 454600 62254 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 26.61 DRILL BIT/HARDWARE 454602 62390 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 30.29 2X8 CEDAR BOARD 454603 62401 1318.6406 GENERAL SUPPLIES SNOW & ICE REMOVAL 6.58 TOWELS 454661 62665 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 241.32 TAPE, SUPPLIES 454545 62674 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE .82 BOLT 454598 62684 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 28.99 LIGHT 454994 62688 5420.6530 REPAIR PARTS CLUB HOUSE 26.91 ERASERS 454586 62765 5521.6406 GENERAL SUPPLIES ARENA ICE MAINT 84.99 PUMP 454585 62821 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 341.85 SOUTH WATER REEL 454919 62844 5521.6406 GENERAL SUPPLIES ARENA ICE MAINT 15.60 TRACY LIFT SUPPLIES 454900 62847 5921.6406 GENERAL SUPPLIES SANITARY LIFT STATION MAINT 113.19 MAILBOX MATERIAL/ EPOXY 454752 62928 1318.6406 GENERAL SUPPLIES SNOW & ICE REMOVAL 4.58 STAPLES 455066 63022 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 52.75 454921 63225 5511.6511 CLEANING SUPPLIES ARENA BLDG/GROUNDS 1,026.39 6159 3/8/2018 115669 ON CALL SERVICES 3,055.00 ACCESS PANELS, STALAGMITES 4 454938 2872 5720.6530 REPAIR PARTS EDINBOROUGH OPERATIONS 3,055.00 6160 3/8/2018 119620 POMP'S TIRE SERVICE INC. 1,351.18 TIRES 2018 454702 210'334225 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 4Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 6160 3/8/2018 119620 POMP'S TIRE SERVICE INC.Continued... 291.00 TIRE SERVICE 2018 454590 210335670 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN 1,642.18 6161 3/8/2018 101004 SPS COMPANIES INC. 54.78 FILTER 455093 S3565928 5420.6530 REPAIR PARTS CLUB HOUSE 54.78 6162 3/8/2018 119454 VINOCOPIA 449.00 454742 0201601 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 304.00 454747 0201602 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 335.00 454662 0201608 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 199.50 455029 201178-IN 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 995.25 455032 201609-IN 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 129.00 455030 201610-IN 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,411.75 6163 3/8/2018 120627 VISTAR CORPORATION 417.40 CONCESSIONS FOOD 454912 51127037 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 417.40 6164 3/8/2018 101033 WINE COMPANY, THE 1,389.80 455013 63419 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 921.90 454581 64025 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 797.90 455015 64043 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4,100.68 454729 64045 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7,210.28 422689 3/8/2018 140086 ABLE SEEDHOUSE AND BREWERY 360.50 455002 E-5514 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 360.50 422690 3/8/2018 129458 ACME TOOLS 125.00 454639 5583882 1314.6406 GENERAL SUPPLIES STREET RENOVATION 125.00 422691 3/8/2018 135922 ACUSHNET COMPANY 120.00 GOLF BALLS FOR JR. PROGRAMS 454676 905345905 5410.6136 PROFESSIONAL SVC - OTHER GOLF ADMINISTRATION 433.98 MERCHANDISE 454675 905354213 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 42.38 MERCHANDISE 454674 905360299 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 2,738.85 MERCHANDISE 454689 905365575 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 5Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422691 3/8/2018 135922 ACUSHNET COMPANY Continued... 7,238.83 454688 905365576 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 2,003.95 MERCHANDISE 454687 905365586 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 760.66 MERCHANDISE 455091 905372881 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 13,338.65 422692 3/8/2018 132835 ADCOCK, MARIAN 2.37 ARTWORK SOLD 454799 030518 5101.4413 ART WORK SOLD ART CENTER REVENUES 2.37 422693 3/8/2018 103160 AL'S VACUUM & JANITORIAL 8.19 VACUUM REPAIR 454692 28639 5210.6530 REPAIR PARTS GOLF DOME PROGRAM 8.19 422694 3/8/2018 141768 ALTEC INDUSTRIES INC. 356.40 BALL VALVE 2018 454882 10901558 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 464.74 BALL VALVE, CAMLOCKS 2018 454883 10901910 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 418.00-CREDIT MEMO 2018 454885 9195948 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 403.14 422695 3/8/2018 141960 AMAZON CAPITAL SERVICES 9.88 BUNNY BREAKFAST GAME 454784 1FCF-NNKY-1PK9 1627.6406 GENERAL SUPPLIES SPECIAL ACTIVITIES 388.50 DRIVES FOR INVESTIGATIONS 454549 1P1X-CK7X-PNTL 1554.6710 EQUIPMENT REPLACEMENT CENT SERV GEN - MIS 647.50 DRIVES FOR INVESTIGATIONS 454549 1P1X-CK7X-PNTL 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 32.99 COMPUTER SUPPLIES 454536 1XC1-RLPV-MT63 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 259.00 DRIVES FOR INVESTIGATIONS 454550 1XC1-RLPV-TCTT 1554.6710 EQUIPMENT REPLACEMENT CENT SERV GEN - MIS 11.99 SURFACE PRO 4 PEN TIPS 454931 1XFW-1LXW-FH17 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 27.97-454934 1XFW-1LXW-QLNY 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 1,321.89 422696 3/8/2018 101115 AMERIPRIDE SERVICES INC. 140.21 LAUNDRY 454624 1004064579 1470.6201 LAUNDRY FIRE DEPT. GENERAL 140.10 455101 1004067243 5841.6102 CONTRACTUAL SERVICES YORK OCCUPANCY 103.67 454584 1004067251 5821.6162 SERVICES CUSTODIANS 50TH ST OCCUPANCY 123.82 LAUNDRY 454834 1004069602 1470.6201 LAUNDRY FIRE DEPT. GENERAL 507.80 422697 3/8/2018 141414 AMF SOUTHTOWN 70.00 AR&LE EDINA YOUTH BOWLING 454543 1828970 1629.6103 PROFESSIONAL SERVICES ADAPTIVE RECREATION 70.00 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 6Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422698 3/8/2018 142088 ANDERSON, ANN Continued... 1.69 AMB REF 45989101 454713 030218 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 1.69 422699 3/8/2018 135278 ANNMADE INC. 100.80 ARTWORK SOLD 454798 030518 5101.4413 ART WORK SOLD ART CENTER REVENUES 100.80 422700 3/8/2018 135988 APPRIZE TECHNOLOGY SOLUTIONS, INC. 446.50 MARCH APPRIZE INVOICE 455109 15815 1556.6160 DATA PROCESSING EMPLOYEE SHARED SERVICES 446.50 422701 3/8/2018 114475 ARMOR SECURITY INC. 144.45 ALARM MONITORING 454768 210436 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 102.00 ALARM MONITORING 454769 210437 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 96.30 ALARM MONITORING 454767 210438 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 342.75 422702 3/8/2018 132031 ARTISAN BEER COMPANY 544.00 455097 3243643 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 544.00 454529 3243644 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 810.00 454640 3244701 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,149.90 454954 3244702 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,469.50 454738 3244703 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,801.00 454955 3248057 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 24.00-454520 413118 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 7,294.40 422703 3/8/2018 100634 ASPEN EQUIPMENT CO. 4,497.22 CONTRACTED REPAIR 2018 454697 10186893 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 188.75 HEADLIGHT 2018 454589 10186932 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 4,685.97 422704 3/8/2018 102774 ASPEN WASTE SYSTEMS 181.44 TRASH REMOVAL 454782 1-146354030118 7411.6182 RUBBISH REMOVAL PSTF OCCUPANCY 181.44 422705 3/8/2018 102195 BATTERIES PLUS 49.98 BATTERIES 454546 018-458712 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 170.64 FOR PD SUPPLY 454664 018-461523 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 220.62 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 7Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422705 3/8/2018 102195 BATTERIES PLUS Continued... 422706 3/8/2018 100661 BENN, BRADLEY 27.60 ARTWORK SOLD 454800 030518 5101.4413 ART WORK SOLD ART CENTER REVENUES 27.60 422707 3/8/2018 137585 BENSON KEITH, BARBARA 3.00 ARTWORK SOLD 455061 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 3.00 422708 3/8/2018 131191 BERNATELLO'S PIZZA INC. 312.00 CONCESSION PRODUCT 454517 4739299 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 624.00 PIZZA 454935 4740522 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 156.00 CONCESSIONS FOOD 454911 4740826 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 1,092.00 422709 3/8/2018 125139 BERNICK'S 20.00 454957 410127 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 588.20 454958 410128 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 40.00 455001 411394 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 720.55 454999 411395 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 20.00 454728 411396 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 451.35 454734 411397 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 318.15 454609 411500 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,158.25 422710 3/8/2018 141961 BHE COMMUNITY SOLAR LLC 1,087.01 SOLARGARDEN@EDINBOROUGH 454620 8305041 5720.6185 LIGHT & POWER EDINBOROUGH OPERATIONS 1,087.01 422711 3/8/2018 140365 BIKO ASSOCIATES INC. 3,881.00 COMP. PLAN - SOUTHDALE 454693 3-170505 4428.6103 PROFESSIONAL SERVICES Comprehensive Plan 2018 3,881.00 422712 3/8/2018 122248 BLICK ART MATERIALS 26.27 CRAFT SUPPLIES 454638 212701 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 26.27 422713 3/8/2018 102852 BLUE CROSS & BLUE SHEILD OF MN 91.49 AMB REF 44899696 454632 030218 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 91.49 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 8Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422713 3/8/2018 102852 BLUE CROSS & BLUE SHEILD OF MN Continued... 422714 3/8/2018 140149 BORGSTROM, ERIK JON 533.33 455105 E0012 5822.6122 ADVERTISING OTHER 50TH ST SELLING 533.33 455105 E0012 5862.6122 ADVERTISING OTHER VERNON SELLING 533.34 455105 E0012 5842.6122 ADVERTISING OTHER YORK SELLING 1,600.00 422715 3/8/2018 105367 BOUND TREE MEDICAL LLC 351.50 AMBULANCE SUPPLIES 454622 82782876 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 600.00 AMBULANCE SUPPLIES 454623 82785402 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 951.50 422716 3/8/2018 119351 BOURGET IMPORTS 796.00 455026 148808 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 416.00 454525 148853 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 65.50 454554 148926 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 919.00 455006 148954 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 465.00 454743 149016 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,661.50 422717 3/8/2018 124291 BREAKTHRU BEVERAGE MINNESOTA 747.91 454482 01080762889 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 27.86 454977 1080762890 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,172.58 454980 1080762891 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 632.22 454979 1080762892 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,401.28 454712 1080765845 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 6,614.05 454720 1080765846 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 728.05 454721 1080765847 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,175.95 454562 1080765848 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 5,224.79 454561 1080765849 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5,003.74 454976 1080765850 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 36.27 454974 1080765851 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 4,221.76 454973 1080765852 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 728.05 454975 1080765853 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 69.00-454981 2080192193 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.00-454985 2080194628 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 15.00-454519 2080194630 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 30.00-454984 2080194631 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 6.00-454518 2080194637 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 12.00-454983 2080194640 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 9Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422717 3/8/2018 124291 BREAKTHRU BEVERAGE MINNESOTA Continued... 28,577.51 422718 3/8/2018 124529 BREAKTHRU BEVERAGE MINNESOTA BEER LLC 2,842.10 454978 1090823785 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 35.20 454982 1090823786 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 3,001.15 454524 1090826401 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 76.65 454523 1090826402 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,037.20 454560 1090826403 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 3,189.05 454986 1090826404 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 76.65 454987 1090826405 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 10,258.00 422719 3/8/2018 102149 CALLAWAY GOLF 210.60 MERCHANDISE 454686 928701174 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 634.50 MERCHANDISE 454685 928707857 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 1,684.80 MERCHANDISE 454679 928707858 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 224.30 MERCHANDISE 454680 928712631 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 615.15 MEERCHANDISE 454682 928712632 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 210.60 MERCHANDISE 454681 928712633 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 210.60 MERCHANDISE 454683 928716210 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 157.65 MERCHANDISE 454690 928716720 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 1,081.50 MERCHANDISE 454684 928716721 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 480.38 MERCHANDISE 454678 928716722 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 498.87 MERCHANDISE 455087 928725069 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 115.51 MERCHANDISE 455063 928731794 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 325.36 MERCHANDISE 455077 928731795 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 224.00 MERCHANDISE 455078 928731798 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 224.00 MERCHANDISE 455080 928738136 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 210.60 MERCHANDISE 455079 928743071 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 299.66 MERCHANDISE 455081 928750942 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES .45-SHIPPING CREDIT 455089 928755496 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 1.05-SHIPPING CREDIT 455086 928755497 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES .60-SHIPPING CREDIT 455088 928755498 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES .60-SHIPPING CREDIT 455085 928755529 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 126.00 MERCHANDISE 455084 928762461 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 700.88 MERCHANDISE 455082 928763859 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 864.68 MERCHANDISE 455083 928763860 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 9,096.94 422720 3/8/2018 102482 CAMPBELL PET COMPANY 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 10Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422720 3/8/2018 102482 CAMPBELL PET COMPANY Continued... 895.00 OFF-LEASH PARK COLLARS 454619 03462444-IN 1450.6406 GENERAL SUPPLIES ANIMAL CONTROL 895.00 422721 3/8/2018 119455 CAPITOL BEVERAGE SALES 2,358.65 455057 2069276 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 476.30 454557 2072088 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,521.60 454995 2072089 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,634.55 454533 2072090 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 151.25 454532 2072091 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 82.00-454534 2072092 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 24.85-454531 461-194 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 36.00-454956 461-195 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 6,999.50 422722 3/8/2018 134978 CATHERWOOD, JILL 18.00 ARTWORK SOLD 454801 030518 5101.4413 ART WORK SOLD ART CENTER REVENUES 18.00 422723 3/8/2018 123898 CENTURYLINK 99.15 RICHFIELD RADIO TELEPHONE LINE 454771 0056-2/18 2310.6188 TELEPHONE E911 55.97 952 920-1565 454483 1565-2/18 1646.6188 TELEPHONE BUILDING MAINTENANCE 60.32 952 920-1586 454484 1586-2/18 1554.6188 TELEPHONE CENT SERV GEN - MIS 85.33 952 922-2444 454485 2444-2/18 1554.6188 TELEPHONE CENT SERV GEN - MIS 300.77 422724 3/8/2018 142082 CHASE AUTO FINANCE 4,153.25 2012 MAZDA 3I/RACHEL LINDER 454699 20180302RAL 2340.6103 PROFESSIONAL SERVICES DWI FORFEITURE 4,153.25 422725 3/8/2018 142028 CINTAS CORPORATION 334.84 UNIFORM RENTAL 2018 454949 100122709%1553.6201 LAUNDRY EQUIPMENT OPERATION GEN 15.00 SHOP RAGS 454691 4004043492 5422.6201 LAUNDRY MAINT OF COURSE & GROUNDS 49.01 RENTAL UNIFORM 2018 454551 4004049137 1301.6201 LAUNDRY GENERAL MAINTENANCE 14.44 UNIFORM RENTAL 2018 454569 4004069099 1646.6201 LAUNDRY BUILDING MAINTENANCE 19.89 UNIFORM RENTAL 2018 454553 4004069127 5913.6201 LAUNDRY DISTRIBUTION 34.60 LAUNDRY 2018 454552 4004069155 1552.6511 CLEANING SUPPLIES CENT SVC PW BUILDING 37.84 UNIFORM RENTAL 2018 454571 4004069181 1553.6201 LAUNDRY EQUIPMENT OPERATION GEN 49.01 UNIFORM RENTAL 2018 454945 4004227016 1301.6201 LAUNDRY GENERAL MAINTENANCE 14.44 UNIFORM RENTAL 2018 454948 4004227066 1646.6201 LAUNDRY BUILDING MAINTENANCE 36.26 LAUNDRY 2018 454946 4004227072 1552.6511 CLEANING SUPPLIES CENT SVC PW BUILDING 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 11Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422725 3/8/2018 142028 CINTAS CORPORATION Continued... 19.89 UNIFORM RENTAL 2018 454947 4004227073 5913.6201 LAUNDRY DISTRIBUTION 625.22 422726 3/8/2018 100684 CITY OF BLOOMINGTON 12,570.00 454897 15334 1492.6103 PROFESSIONAL SERVICES PH EMERGENCY PREPARDNESS 12,570.00 422727 3/8/2018 142022 COMPASS MINERALS AMERICA 13,628.14 ROAD SALT 454696 202288 1318.6525 SALT SNOW & ICE REMOVAL 1,531.56 ROAD SALT 454694 204138 1318.6525 SALT SNOW & ICE REMOVAL 7,850.69 ROAD SALT 454695 204196 1318.6525 SALT SNOW & ICE REMOVAL 23,010.39 422728 3/8/2018 139995 CONNELLY, WILL 191.53 RINK MILEAGE 455107 3618 1622.6107 MILEAGE OR ALLOWANCE SKATING & HOCKEY 191.53 422729 3/8/2018 140999 CORE-MARK MIDCONTINENT INC. 514.03 CONCESSIONS FOOD 454913 6381837 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 514.03 422730 3/8/2018 100699 CULLIGAN BOTTLED WATER 19.10 DRINKING WATER 454779 114X64921907 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 14.35 CULLIGAN EQUIPMENT RENTAL 455090 114X65075208 5410.6406 GENERAL SUPPLIES GOLF ADMINISTRATION 33.45 422731 3/8/2018 101418 CUMMINS NPOWER LLC 549.80 CONTRACTED REPAIR 2018 454940 E4-5693 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 549.80 422732 3/8/2018 119214 CUSTOM HOSE TECH INC. 87.02 FIX HOLE IN JETTER HOSE 454903 91267 5920.6530 REPAIR PARTS SEWER CLEANING 87.02 422733 3/8/2018 133169 DAIKIN APPLIED 522.40 REPLACE TWO BLOWER WHEEELS 454515 3170468 5720.6180 CONTRACTED REPAIRS EDINBOROUGH OPERATIONS 937.44 REPLACE FLAME ROD ON CAMUS 454516 3170622 5720.6180 CONTRACTED REPAIRS EDINBOROUGH OPERATIONS 1,459.84 422734 3/8/2018 103176 DANICIC, JOHN 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 12Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422734 3/8/2018 103176 DANICIC, JOHN Continued... 38.40 ARTWORK SOLD 454802 030518 5101.4413 ART WORK SOLD ART CENTER REVENUES 38.40 422735 3/8/2018 116713 DAVEY TREE EXPERT CO., THE 750.00 CONSULTING SERVICES 454542 912208365 1644.6103 PROFESSIONAL SERVICES TREES & MAINTENANCE 750.00 422736 3/8/2018 139768 DOUVILLE, CELESTE 1.80 ARTWORK SOLD 454803 030518 5101.4413 ART WORK SOLD ART CENTER REVENUES 1.80 422737 3/8/2018 136031 DUCHON, SUSAN S. 1,172.50 AD SALES COMMISSION 454751 MARCH2018 1600.6103 PROFESSIONAL SERVICES PARK ADMIN. GENERAL 107.50 TEE DIVIDER ADVERTISING 454751 MARCH2018 5210.6122 ADVERTISING OTHER GOLF DOME PROGRAM 1,280.00 422738 3/8/2018 100744 EDINA CHAMBER OF COMMERCE 700.00 STATE OF COMMUNITY 454629 39292 1120.6106 MEETING EXPENSE ADMINISTRATION 700.00 422739 3/8/2018 122079 EDINA COMMUNITY EDUCATION SERVICES 1,778.50 VBALL GYM FEES 454666 1718-1256 1621.6406 GENERAL SUPPLIES ATHLETIC ACTIVITIES 1,778.50 422740 3/8/2018 101837 EDINA POLICE DEPARTMENT 25.00 PROFESSIONAL SERVICES 454637 13648 5110.6103 PROFESSIONAL SERVICES ART CENTER ADMINISTRATION 25.00 422741 3/8/2018 122792 EMERGENCY AUTOMOTIVE TECHNOLOGIES INC. 253.50 REPLACED TAILLIGHT ON 203 454627 MOB18018 1400.6215 EQUIPMENT MAINTENANCE POLICE DEPT. GENERAL 253.50 422742 3/8/2018 100146 FACTORY MOTOR PARTS COMPANY 26.78 QSTIK FE 2018 454880 69-300610 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 63.12 SCREEN ASSY 2018 454881 69-301981 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 523.12 BRAKE KIT, ROTORS 2018 454895 69-302224 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 442.65 BRAKE KIT 2018 454894 69-302662 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 53.34 BRAKE LINING 454892 69-302682 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 1,109.01 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 13Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422743 3/8/2018 141837 FIRST CHOICE COFFEE SERVICES Continued... 140.91 COFFEE 454757 354965 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 140.91 422744 3/8/2018 130699 FLEETPRIDE 31.52 BRAKE HOSE, CONNECTOR 2018 454593 92534873 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 31.52 422745 3/8/2018 122414 FORKLIFTS OF MINNESOTA INC. 311.22 LP GAS 2018 454887 1P6258190 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 311.22 422746 3/8/2018 140864 FOSSUM, JULIE 4.51 PARKING PERMIT REFUND 454579 022818 1000.2039 SALES & USE TAX PAYABLE GENERAL FUND BALANCE SHEET 60.00 PARKING PERMIT REFUND 454579 022818 4090.4751 PARKING PERMITS 50TH&FRANCE MAINTENANCE 64.51 422747 3/8/2018 100775 GENERAL SPORTS CORPORATION 102.00 CHAMP VBALL SHIRTS 454749 93762 1621.6406 GENERAL SUPPLIES ATHLETIC ACTIVITIES 690.00 EMPLOYEE WELNESS T-SHIRTS 454773 93798 1556.6218 EDUCATION PROGRAMS EMPLOYEE SHARED SERVICES 792.00 422748 3/8/2018 139752 GLOBE TICKET AND LABEL CO. 1,940.00 WRISTBANDS FOR EP 454950 309407 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 1,940.00 422749 3/8/2018 124471 GOODPOINTE TECHNOLOGY INC. 21,660.00 PATHS AND HARD SURFACE EVAL 454615 3729 1647.6103 PROFESSIONAL SERVICES PATHS & HARD SURFACE 21,660.00 422750 3/8/2018 133258 GORDON, KIM 2.10 ARTWORK SOLD 454804 030518 5101.4413 ART WORK SOLD ART CENTER REVENUES 2.10 422751 3/8/2018 101103 GRAINGER 44.78 BELTS 454578 9710442923 5913.6406 GENERAL SUPPLIES DISTRIBUTION 105.62 455100 9712024331 5821.6530 REPAIR PARTS 50TH ST OCCUPANCY 151.52 SAFETY GLASSES, GLOVES 2018 454879 9713688621 1553.6610 SAFETY EQUIPMENT EQUIPMENT OPERATION GEN 66.64 WELDING HOOD 454893 9715697877 1553.6580 WELDING SUPPLIES EQUIPMENT OPERATION GEN 72.80 SAFETY GLASSES 2018 454943 9717435631 1553.6610 SAFETY EQUIPMENT EQUIPMENT OPERATION GEN 441.36 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 14Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422751 3/8/2018 101103 GRAINGER Continued... 422752 3/8/2018 102217 GRAPE BEGINNINGS INC 232.77 454781 MN00035243 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 220.77 455007 MN00035594 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 104.00 455009 MN00035894 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 289.00 454566 MN00035896 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 266.00 454723 MN00035899 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,112.54 422753 3/8/2018 104459 GS DIRECT INC. 774.00 454756 339873 1260.6406 GENERAL SUPPLIES ENGINEERING GENERAL 774.00 422754 3/8/2018 140476 HARRIS CONTRACTING COMPANIES CO. 500.00 CAR WASH ALARMS 454765 160003909 1552.6530 REPAIR PARTS CENT SVC PW BUILDING 500.00 422755 3/8/2018 102460 HENNEPIN COUNTY TREASURER 364.00 HAZ WASTE LICENSE 2018 454770 1000105980 1280.6271 HAZ. WASTE DISPOSAL SUPERVISION & OVERHEAD 364.00 422756 3/8/2018 102460 HENNEPIN COUNTY TREASURER 243.00 HC HAZMAT FEES 454777 1000105981 7410.6105 DUES & SUBSCRIPTIONS PSTF ADMINISTRATION 243.00 422757 3/8/2018 116680 HEWLETT-PACKARD COMPANY 151.00 454933 59684942 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 846.10 NEW COMPUTER FOR JAKE 454932 59692438 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 997.10 422758 3/8/2018 103753 HILLYARD INC - MINNEAPOLIS 385.33 SANITIZER, FOAMY SOAP 454936 602896781 5720.6511 CLEANING SUPPLIES EDINBOROUGH OPERATIONS 385.33 422759 3/8/2018 104375 HOHENSTEINS INC. 1,053.00 454953 947540 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,826.00 454535 948812 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,041.50 454558 948814 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 409.50 454997 948815 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 489.00 454996 949089 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 15Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422759 3/8/2018 104375 HOHENSTEINS INC.Continued... 4,819.00 422760 3/8/2018 124698 HOYE, PAMELA 2.37 ARTWORK SOLD 454786 030518 5101.4413 ART WORK SOLD ART CENTER REVENUES 2.37 422761 3/8/2018 136125 HYDRO-KLEEN LLC 200.00 AIR MONITOR CALIBRATION 454576 59633 5921.6610 SAFETY EQUIPMENT SANITARY LIFT STATION MAINT 200.00 422762 3/8/2018 139019 IHEARTMEDIA INC. 555.55 455104 4511721481 5822.6122 ADVERTISING OTHER 50TH ST SELLING 555.56 455104 4511721481 5842.6122 ADVERTISING OTHER YORK SELLING 555.56 455104 4511721481 5862.6122 ADVERTISING OTHER VERNON SELLING 1,666.67 422763 3/8/2018 131544 INDEED BREWING COMPANY 1,035.50 455005 60998 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,025.60 455008 61210 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 999.93 454574 61217 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 715.70 454716 61223 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 3,776.73 422764 3/8/2018 104696 INT'L SECURITY PRODUCTS 13.37 REPAIR PARTS 454548 3050330 1646.6530 REPAIR PARTS BUILDING MAINTENANCE 13.37 422765 3/8/2018 100829 JERRY'S HARDWARE 3.60 PD GARAGE SHELF 454667 2/18-ELEC 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 18.39 PLANT 4 GFCI 454667 2/18-ELEC 5915.6530 REPAIR PARTS WATER TREATMENT 21.80 PLANT 4 GFCI RETRO 454667 2/18-ELEC 5915.6530 REPAIR PARTS WATER TREATMENT 5.83 BUSHINGS 2018 454835 2/18-EQUIPMENT OPERATION 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 553.55 SNO BLOWER 50TH FRANCE 454707 2/18-FACILITIES 4090.6530 REPAIR PARTS 50TH&FRANCE MAINTENANCE 719.20 SNOWBLOWER, STATION SUPPLIES 454625 2/18-FIRE 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 123.38 SUPPLIES 454708 2/18-PARKS 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 44.70 MISC. POLICE SUPPLIES 454616 2/18-POLICE 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 8.61 REPAIR PARTS 454899 2/18-UTILITIES 5921.6530 REPAIR PARTS SANITARY LIFT STATION MAINT 24.38 GENERAL SUPPLIES 454899 2/18-UTILITIES 5915.6406 GENERAL SUPPLIES WATER TREATMENT 38.27 GENERAL SUPPLIES 454899 2/18-UTILITIES 5921.6406 GENERAL SUPPLIES SANITARY LIFT STATION MAINT 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 16Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422765 3/8/2018 100829 JERRY'S HARDWARE Continued... 40.73 TOOLS 454899 2/18-UTILITIES 5915.6556 TOOLS WATER TREATMENT 47.79 GENERAL SUPPLIES 454899 2/18-UTILITIES 5920.6406 GENERAL SUPPLIES SEWER CLEANING 72.97 REPAIR PARTS 454899 2/18-UTILITIES 5915.6530 REPAIR PARTS WATER TREATMENT 129.51 TOOLS 454899 2/18-UTILITIES 5915.6556 TOOLS WATER TREATMENT 1,852.71 422766 3/8/2018 100741 JJ TAYLOR DIST. OF MINN 4,554.22 454959 2787492 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 149.75 454961 2787495 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,445.25 454715 2787506 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 12,133.25 455098 2787507 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,379.65 454568 2787508 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 47.05 454960 2787509 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 21.50 454714 2787510 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 20,730.67 422767 3/8/2018 141273 JMSB INDUSTRIES 6,654.00 COMMAND TAHOE LIGHTS/SIRENS 454665 TAHOES 421470.6710 EQUIPMENT REPLACEMENT FIRE EQUIPMENT 6,654.00 422768 3/8/2018 100835 JOHNSON BROTHERS LIQUOR CO. .59 454521 5907596 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 254.27 455044 5945775 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,145.97 455045 5945782 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,649.87 455043 5945783 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 221.88 455058 5945784 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 354.76 455042 5945785 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 689.14 455031 5945786 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,722.46 455046 5945787 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,333.52 454717 5946946 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 20,044.37 454754 5946947 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3,278.08 455049 5946948 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 27,129.87 454755 5946949 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,091.90 454719 5946950 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 574.31 454651 5951478 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 199.78 455051 5951479 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 818.57 454650 5951480 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 437.45 454649 5951481 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1,700.45 455056 5951482 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 991.09 455055 5951483 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 17Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422768 3/8/2018 100835 JOHNSON BROTHERS LIQUOR CO.Continued... 1,531.11 454736 5951484 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 299.57 454648 5951485 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 475.69 454647 5951486 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,149.37 454646 5951487 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 868.31 454645 5951488 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,363.78 455050 5951490 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5,769.38 455048 5951491 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1,460.21 455052 5951492 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3,105.70 455053 5951493 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 8,987.49 455054 5951494 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1,527.38 454741 5951498 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,160.63 454737 5951499 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,847.69 454735 5951500 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,723.03 454732 5951501 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 12,191.57 454753 5951502 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 42.57-455041 666652 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 82.00-455047 667543 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 19.44-454538 667829A 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 109,955.23 422769 3/8/2018 102113 JOHNSTONE SUPPLY 9.67 LIMIT SWITCH 454628 1137675 5934.6406 GENERAL SUPPLIES STORM LIFT STATION MAINT 9.67 422770 3/8/2018 140052 KELLOGG, SHELBY 530.29 RINK MILEAGE 454928 3618 1622.6107 MILEAGE OR ALLOWANCE SKATING & HOCKEY 530.29 422771 3/8/2018 119947 KRAEMER MINING & MATERIALS INC. 856.68 6" ROCK STAUDER CIRCLE 454575 268001 5933.6517 SAND GRAVEL & ROCK PONDS & LAKES 856.68 422772 3/8/2018 116776 KUSTOM KARRIERS 150.00 TOWING FEE FOR FORFEITURE VEH 454904 78022 2340.6103 PROFESSIONAL SERVICES DWI FORFEITURE 150.00 422773 3/8/2018 129813 LA VALLEUR, BARBARA 120.90 ARTWORK SOLD 455065 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 120.90 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 18Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422774 3/8/2018 100852 LAWSON PRODUCTS INC.Continued... 38.64 TAPS 2018 454836 9305628178 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 347.98 NUTS, BOLTS, TERMINALS 2018 454886 9305638672 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 148.89 CAP SCREWS/NUTS 454774 9305638673 1325.6406 GENERAL SUPPLIES STREET NAME SIGNS 535.51 422775 3/8/2018 101552 LEAGUE OF MINNESOTA CITIES 1,790.00 454905 269228 5960.6103 PROFESSIONAL SERVICES ENGINEER SERVICES - STORM 1,790.00 422776 3/8/2018 130046 LIFE INSURANCE COMPANY OF NORTH AMERICA 1,166.34 FEB ACC AND CI INVOICE 454604 FEBRUARY2018 9900.2033.28 ACCIDENT AND CRITICAL INS PAYROLL CLEARING 1,155.53 JAN ACC AND CI INVOICE 454605 JANUARY2018 9900.2033.28 ACCIDENT AND CRITICAL INS PAYROLL CLEARING 2,321.87 422777 3/8/2018 129955 LIGHTEN UP LLC 2,272.22 LIGHT POLES VEH DAMAGE 454762 03345 1321.6530 REPAIR PARTS STREET LIGHTING REGULAR 2,272.22 422778 3/8/2018 100857 LITTLE FALLS MACHINE INC. 5,045.00 SALTER SANDER 2018 454700 351181 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN 545.20 MOLDBOARD CYLINDER 2018 454592 351234 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 5,590.20 422779 3/8/2018 142092 LOSASSO, ANGELA 110.68 CLASS REFUND 454929 030618 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 110.68 422780 3/8/2018 142091 LUTERBACH, GRAHAM 112.89 RINK MILEAGE 454922 3518 1622.6107 MILEAGE OR ALLOWANCE SKATING & HOCKEY 112.89 422781 3/8/2018 135974 MACPHAIL CENTER FOR MUSIC 230.00 MACPHAIL CONTRACTED PROGRAM 454626 0011840-IN 5720.6103 PROFESSIONAL SERVICES EDINBOROUGH OPERATIONS 230.00 422782 3/8/2018 100864 MACQUEEN EQUIPMENT INC. 42.76 MUFFLER FLANGE 2018 454888 P11070 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 42.76 422783 3/8/2018 142085 MARTIN, GEORGE 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 19Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422783 3/8/2018 142085 MARTIN, GEORGE Continued... 1,702.00 AMB REF 44965539 454634 030218 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 1,702.00 422784 3/8/2018 122878 MARTTI, DOROTHEA 371.25 "AGENDA: EDINA" HOSTING FEE 454760 236 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS 371.25 422785 3/8/2018 122554 MATHESON TRI-GAS INC. 746.53 OXYGEN - ST. 1 454748 17106057 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 746.53 422786 3/8/2018 137819 MCCONNACH, COREY 60.50 MILEAGE 454698 03012018 5510.6107 MILEAGE OR ALLOWANCE ARENA ADMINISTRATION 60.50 422787 3/8/2018 100883 MESSERLI & KRAMER 7,500.00 LEGAL SERVICES 454663 347757 9232.6131 PROFESSIONAL SERV - LEGAL CENTENNIAL TIF DISTRICT 7,500.00 422788 3/8/2018 100886 METROPOLITAN COUNCIL 16,729.02 FEB SAC 2018 454776 022018 1495.4307 SAC CHARGES INSPECTIONS 16,729.02 422789 3/8/2018 100886 METROPOLITAN COUNCIL 441,406.31 APRIL SEWER SERVICE 455103 0001078679 5922.6302 SEWER SERVICE METRO SEWER TREATMENT 441,406.31 422790 3/8/2018 102729 METROPOLITAN FORD OF EDEN PRAIRIE 86.78 MATS 2017 454597 506205 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 373.31 LAMP ASSY 2018 454890 507070 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 13.62 RING, NUT 2018 454891 507188 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 1.23 NUT 2018 454896 507220 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 474.94 422791 3/8/2018 139880 MID CITY SERVICES - INDUSTRIAL LAUNDRY 44.00 RUG LAUNDERING 454570 72056 7411.6103 PROFESSIONAL SERVICES PSTF OCCUPANCY 44.00 422792 3/8/2018 122473 MILLER, KATHERINE 2.37 ARTWORK SOLD 455067 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 20Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422792 3/8/2018 122473 MILLER, KATHERINE Continued... 2.37 422793 3/8/2018 102174 MINNEAPOLIS OXYGEN COMPANY 16.80 METHAIR FOR TOWER 454778 00022876 7413.6545 CHEMICALS PSTF FIRE TOWER 16.80 422794 3/8/2018 103198 MINNESOTA WOMENS PRESS INC 394.00 ADVERTISING 454630 00000097 5110.6122 ADVERTISING OTHER ART CENTER ADMINISTRATION 394.00 422795 3/8/2018 128914 MINUTEMAN PRESS 98.00 SPRING EVENT PROGRAM POSTERS 454783 24690 1627.6406 GENERAL SUPPLIES SPECIAL ACTIVITIES 98.00 422796 3/8/2018 128254 MN HELICOPTERS INC. 630.00 AERIAL DEER SURVAY 454618 3351 1509.6103 PROFESSIONAL SERVICES DEER CONTROL 630.00 422797 3/8/2018 140955 MODIST BREWING LLC 182.13 455010 4640 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 182.13 454739 4641 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 175.38 454660 4642 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 539.64 422798 3/8/2018 105595 MTI DISTRIBUTING INC. 3,206.25 GROW IN MOWER 455092 1153223-00 5400.1705 CONSTR. IN PROGRESS GOLF BALANCE SHEET 125.00 TECH CLASS 455095 1155458-00 5410.6104 CONFERENCES & SCHOOLS GOLF ADMINISTRATION 3,331.25 422799 3/8/2018 120024 MULCAHY COMPANY INC. 433.07 WEST BOILER GLYCOL 454872 340413 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 433.07 422800 3/8/2018 103267 NATIONAL GOLF FOUNDATION 250.00 NGF 2018 MEMBERSHIP 455064 1032214-2018 5410.6105 DUES & SUBSCRIPTIONS GOLF ADMINISTRATION 250.00 422801 3/8/2018 124074 NEMAA 1,148.00 ADVERTISING 454541 2018 5110.6122 ADVERTISING OTHER ART CENTER ADMINISTRATION 1,148.00 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 21Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422801 3/8/2018 124074 NEMAA Continued... 422802 3/8/2018 100763 NEOPOST USA INC 251.67 POSTAGE RENTAL 454544 55573160 1554.6230 SERVICE CONTRACTS EQUIPMENT CENT SERV GEN - MIS 251.67 422803 3/8/2018 142090 NEUERBURG, ANDREA 160.70 CLASS REFUND 454787 030518 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 160.70 422804 3/8/2018 100076 NEW FRANCE WINE CO. 195.00 454580 128991 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,556.00 455011 128992 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,029.50 454727 128993 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,780.50 422805 3/8/2018 132509 NOLAN, MARK 173.15 EXPENSES 454704 030118 1262.6107 MILEAGE OR ALLOWANCE TRANSPORTATION 173.15 422806 3/8/2018 139023 NUSS TRUCK & EQUIPMENT 217.70 OIL 2018 454889 7116292P 1553.6584 LUBRICANTS EQUIPMENT OPERATION GEN 217.70 422807 3/8/2018 138155 OIL-AIR PRODUCTS LLC 95.52 LEVER 2018 454837 622736-001 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 95.52 422808 3/8/2018 123786 OLSON, VICKI 36.00 ARTWORK SOLD 455068 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 36.00 422809 3/8/2018 102440 PASS, GRACE 36.00 ARTWORK SOLD 455069 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 36.00 422810 3/8/2018 100347 PAUSTIS WINE COMPANY 2,169.90 455040 1891 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,166.20 454998 2047 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,396.95 454567 2628 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,471.12 454722 2653 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 22Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422810 3/8/2018 100347 PAUSTIS WINE COMPANY Continued... 7,204.17 422811 3/8/2018 142086 PENNIG, RACHEL 88.58 AMB REF 45585898 454635 030218 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 88.58 422812 3/8/2018 100945 PEPSI-COLA COMPANY 142.50 454555 65839565 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 996.08 CONCESSIONS FOOD 454583 66774703 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 1,138.58 422813 3/8/2018 100743 PHILLIPS WINE & SPIRITS 868.13 455059 02313846 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 73.19 455034 2313843 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,949.85 455035 2313844 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 109.96 455033 2313845 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 622.38 454657 2317405 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 811.90 454656 2317406 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 622.38 455039 2317407 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 811.90 455038 2317408 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 622.38 454730 2317409 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 811.90 454733 2317410 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,589.85 454655 2317411 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,758.65 454654 2317412 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4,790.67 455037 2317415 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 4,339.15 455036 2317416 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 115.85 454709 2317419 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 3,850.43 454731 2317420 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 7,062.97 454711 2317421 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 32,811.54 422814 3/8/2018 140243 PK BLOODY MARY CORP. 216.00 454522 214162 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 216.00 422815 3/8/2018 100958 PLUNKETT'S PEST CONTROL 108.00 RODENT CONTROL 454939 5870381 5720.6103 PROFESSIONAL SERVICES EDINBOROUGH OPERATIONS 108.00 422816 3/8/2018 138848 PUBLIC SAFETY CORPORATION 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 23Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422816 3/8/2018 138848 PUBLIC SAFETY CORPORATION Continued... 4,375.00 ALARM BILLING SOFTWARE 454908 EDINA-07 1400.6230 SERVICE CONTRACTS EQUIPMENT POLICE DEPT. GENERAL 4,375.00 422817 3/8/2018 112097 PUMP & METER SERVICE INC. 220.00 FUEL NOZZLE 2018 454587 28628-1 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 220.00 422818 3/8/2018 142084 RASMUSSEN, SHIRLEY 1,588.40 AMB REF 43906147 454631 030218 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 1,588.40 422819 3/8/2018 138298 RED BULL DISTRIBUTION COMPANY INC. 144.00 454528 K-14985-3698 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 144.00 422820 3/8/2018 141687 REIKER, PAT 42.00 ARTWORK SOLD 455070 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 42.00 422821 3/8/2018 137520 REPAIR RITE AUTOMOTIVE 70.91 NON-OXY GAS 454668 29608 5913.6406 GENERAL SUPPLIES DISTRIBUTION 70.91 422822 3/8/2018 100978 RIEDELL SHOES INC. 79.43 RENTAL SKATE BLADES 454920 54790327 5510.6406 GENERAL SUPPLIES ARENA ADMINISTRATION 79.43 422823 3/8/2018 102408 RIGID HITCH INCORPORATED 22.53 MOUNTING BRACKET 2018 454942 1927963867 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 22.53 422824 3/8/2018 127774 ROOTSTOCK WINE COMPANY 97.50 455027 18-00706 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 81.54 454559 18-00825 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 179.04 422825 3/8/2018 139439 RUE 38 LLC 129.50 454530 2816 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 89.50 455018 2817 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 912.50 455019 2830 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 24Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422825 3/8/2018 139439 RUE 38 LLC Continued... 1,131.50 422826 3/8/2018 142087 SCHOENER, MARJORIE 1.44 AMB REF 45946298 454636 030218 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 1.44 422827 3/8/2018 142079 SCHUETT, ERIK 122.60 WORK BOOTS 454653 030118 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 122.60 422828 3/8/2018 100349 SCOTT COUNTY 315.00 SCOTT COUNTY WARRANT 455062 20180306FC 1000.2055 DUE TO OTHER GOVERNMENTS GENERAL FUND BALANCE SHEET 315.00 422829 3/8/2018 100995 SEH 1,567.21 WETLAND PERMITTING OVERSIGHT 454750 0336407 5400.1705 CONSTR. IN PROGRESS GOLF BALANCE SHEET 377.06 454582 333633 5960.6103 PROFESSIONAL SERVICES ENGINEER SERVICES - STORM 1,944.27 422830 3/8/2018 137092 SHAKOPEE GRAVEL 162.34 FILL SAND 454901 357084 5933.6517 SAND GRAVEL & ROCK PONDS & LAKES 186.48 FILL ROCK 454902 357091 5933.6517 SAND GRAVEL & ROCK PONDS & LAKES 348.82 422831 3/8/2018 101380 SHAUGHNESSY, SANDRA 25.20 ARTWORK SOLD 455071 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 25.20 422832 3/8/2018 104098 SHI INTERNATIONAL CORP 3,840.00 AIRWATCH RENEWAL 454547 B07810075 1554.6160 DATA PROCESSING CENT SERV GEN - MIS 3,840.00 422833 3/8/2018 101556 SHRED-IT USA 96.90 SHREDDING SERVICES 454573 8124212924 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 96.90 422834 3/8/2018 120784 SIGN PRO 25.00 NAME PLATE FOR PRO 454670 012622 5410.6406 GENERAL SUPPLIES GOLF ADMINISTRATION 90.61 NORTH RAMP EXP PR 454537 12675 9232.6406 GENERAL SUPPLIES CENTENNIAL TIF DISTRICT 68.00 455102 12682 5822.6122 ADVERTISING OTHER 50TH ST SELLING 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 25Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422834 3/8/2018 120784 SIGN PRO Continued... 68.00 455102 12682 5842.6122 ADVERTISING OTHER YORK SELLING 68.00 455102 12682 5862.6122 ADVERTISING OTHER VERNON SELLING 319.61 422835 3/8/2018 141689 SMISEK, JAIME 24.00 ARTWORK SOLD 455072 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 24.00 422836 3/8/2018 100430 SNAP-ON INDUSTRIAL 79.56 DRIVER SET 2018 454941 ARV/35355322 1553.6556 TOOLS EQUIPMENT OPERATION GEN 79.56 422837 3/8/2018 127878 SOUTHERN WINE AND SPIRITS .80 454962 1648705 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.60 454965 1651231 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 269.33 454964 1651232 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,387.08 454963 1651233 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 498.40 454967 1651234 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,913.60 454966 1651235 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,385.80 454565 1653717 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3,193.03 454563 1653718 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 644.66 454564 1653719 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 412.17 454969 1653720 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 118.45 454971 1653721 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 13,117.03 455099 1653722 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1,458.59 454968 1653723 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,247.12 454970 1653724 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 17.53 454725 1653725 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 9,771.86 454724 1653726 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1,115.86 454718 1653727 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,524.40 454726 1653728 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 548.48 454607 5028241 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1,997.28 454642 5028286 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3,413.76 454972 5028287 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4,509.20 454744 5028288 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 52,546.03 422838 3/8/2018 110977 SOW, ADAMA 21.60 ARTWORK SOLD 455073 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 21.60 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 26Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422838 3/8/2018 110977 SOW, ADAMA Continued... 422839 3/8/2018 129891 SPACK CONSULTING 7,020.00 TRAFFIC STUDY - CARIBOU 454556 5781 4422.6710 EQUIPMENT REPLACEMENT TRAFFIC STUDIES 7,020.00 422840 3/8/2018 130091 SPARTINA 449 LLC 110.97 MERCHANDISE 454677 IN-63820 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 110.97 422841 3/8/2018 129360 STANLEY CONVERGENT SECURITY SOLUTIONS 732.12 STA2 ALARM MONITORING 454924 15365156 1470.6215 EQUIPMENT MAINTENANCE FIRE DEPT. GENERAL 732.12 422842 3/8/2018 140366 STEEL TECHNOLOGY LLC 424.65 WATER BOTTLES 455023 INV-454293 1600.6406 GENERAL SUPPLIES PARK ADMIN. GENERAL 424.65 MERCHANDISE 455023 INV-454293 5440.5511 COST OF GOODS - PRO SHOP PRO SHOP RETAIL SALES 849.30 422843 3/8/2018 133068 STEEL TOE BREWING LLC 217.75 454991 20011 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 153.00 454540 20143 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 370.75 422844 3/8/2018 129409 STEEN, BARB 24.00 ARTWORK SOLD 455074 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 24.00 422845 3/8/2018 142093 STONEBERG, LINDA 7.53 PARKING PERMIT REFUND 455108 030618 1000.2039 SALES & USE TAX PAYABLE GENERAL FUND BALANCE SHEET 100.00 PARKING PERMIT REFUND 455108 030618 4090.4751 PARKING PERMITS 50TH&FRANCE MAINTENANCE 107.53 422846 3/8/2018 119864 SYSCO MINNESOTA 425.86 CONC 454514 147634317 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 1,152.13 CONCESSION PRODUCT 454937 147719783 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 1,577.99 422847 3/8/2018 112362 TEAM LAB 1,221.50 DEGREASING FOR COLLECTION SYST 454703 INV0009881 5923.6406 GENERAL SUPPLIES COLLECTION SYSTEMS 1,221.50 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 27Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422847 3/8/2018 112362 TEAM LAB Continued... 422848 3/8/2018 122794 TENNANT SALES AND SERVICE COMPANY 144.98 CONTRACTED REPAIR 2018 454588 915223408 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 670.26 CONTRACTED REPAIR 2018 454591 915223486 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 815.24 422849 3/8/2018 102798 THOMSON REUTERS - WEST 686.80 JANUARY CHARGES 454572 837660272 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL 686.80 422850 3/8/2018 138283 TIN WHISKERS BREWING CO LLC 252.20 454990 E-1983 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 245.80 454527 E-1984 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 109.00 454989 E-2049 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 607.00 422851 3/8/2018 101038 TOLL GAS & WELDING SUPPLY 178.87 WELDING GAS 2018 454877 10232054 1553.6580 WELDING SUPPLIES EQUIPMENT OPERATION GEN 380.37 WELDING TIPS, ELECTRODES 2018 454944 10232680 1553.6580 WELDING SUPPLIES EQUIPMENT OPERATION GEN 28.84 WELDING GAS 2018 454878 40078690 1553.6580 WELDING SUPPLIES EQUIPMENT OPERATION GEN 588.08 422852 3/8/2018 141812 TOWNSEND, DEBBIE 41.92 FOOD FOR WEB AUTHOR MEETING 454621 022818 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS 41.92 422853 3/8/2018 131040 TRANS UNION RISK AND ALTERNATIVE 115.50 FEBRUARY CHARGES 454923 269634-3/18 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL 115.50 422854 3/8/2018 103218 TRI-STATE BOBCAT 76.72 LUBRICANT 2018 454884 P87702 1553.6584 LUBRICANTS EQUIPMENT OPERATION GEN 76.72 422855 3/8/2018 101403 TRUCK BODIES & EQUIP INTL INC 78.73 CHECK VALVES 2018 454595 LC00049609 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 663.25 AUGER MOUNT PAD , PLATE, MOTOR 454876 LC00049649 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN 741.98 422856 3/8/2018 101360 TWIN CITY HARDWARE CO. 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 28Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422856 3/8/2018 101360 TWIN CITY HARDWARE CO.Continued... 198.46 LINK DOOR REPAIR 454925 931143 5511.6180 CONTRACTED REPAIRS ARENA BLDG/GROUNDS 198.46 422857 3/8/2018 127291 URBAN COMPANIES LLC 1,072.69 GARDEN PARK RET WALL #3FINAL 454652 GARENPK-FINAL 1343.6180 CONTRACTED REPAIRS BRIDGES GUARD RAILS 1,072.69 422858 3/8/2018 140954 URBAN GROWLER BREWING COMPANY LLC 264.00 454988 E-20359 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 264.00 422859 3/8/2018 139818 US HEALTHWORKS 170.00 PRE-EMPLOYMENT EVAL 454927 006743-MN 1556.6121 ADVERTISING PERSONNEL EMPLOYEE SHARED SERVICES 170.00 422860 3/8/2018 115380 VARITECH INDUSTRIES INC. 66.39 MESH STRAINER 2018 454875 INØ60-1012706 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 66.39 422861 3/8/2018 141927 VER-TECH LABS 900.00 CAR WASH VALVE HEAD 454706 INV000014621 1552.6530 REPAIR PARTS CENT SVC PW BUILDING 900.00 422862 3/8/2018 101066 VIKING ELECTRIC SUPPLY INC. 52.63 TRACY LIFT 454669 S001296893.001 5921.6530 REPAIR PARTS SANITARY LIFT STATION MAINT 133.84 TRACY LIFT REHAB 454672 S001296893.002 5921.6530 REPAIR PARTS SANITARY LIFT STATION MAINT 146.59 TRACY LIFT REHAB 454671 S001296893.003 5921.6530 REPAIR PARTS SANITARY LIFT STATION MAINT 333.06 422863 3/8/2018 137833 VIKING TROPHIES AWARDS & RECONGNITION 385.44 AWARDS 454909 133535 1100.6106 MEETING EXPENSE CITY COUNCIL 385.44 422864 3/8/2018 100023 VOGEL, ROBERT C. 3,750.00 HERITAGE COMMISSION CONSULTANT 454915 218004 1140.6103 PROFESSIONAL SERVICES PLANNING 3,750.00 422865 3/8/2018 129083 W S & D PERMIT SERVICE 221.28 JOB CANCELLED-WILFORD WAY 454785 158604 1495.4111 BUILDING PERMITS INSPECTIONS 221.28 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 29Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422865 3/8/2018 129083 W S & D PERMIT SERVICE Continued... 422866 3/8/2018 135091 WAGNER, CHRISTINA 388.95 RINK MILEAGE 454633 3218 1622.6107 MILEAGE OR ALLOWANCE SKATING & HOCKEY 388.95 422867 3/8/2018 122059 WASHINGTON COUNTY FINANCIAL SERVICES 2,218.90 ANNUAL MOTOROLA RADIO FEES 454772 135803 2310.6230 SERVICE CONTRACTS EQUIPMENT E911 2,218.90 422868 3/8/2018 103088 WASTE MANAGEMENT OF WI-MN 8,882.79 50TH AND FRANCE TRASH 454701 7729547-2282-7 4095.6103 PROFESSIONAL SERVICES 50TH STREET RUBBISH 8,882.79 422869 3/8/2018 141991 WEISGRAM, MARY 44.20 ARTWORK SOLD 455075 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 44.20 422870 3/8/2018 101312 WINE MERCHANTS 596.40 455014 63708 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 105.19 455021 7172218 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 83.76 455060 7172222 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 205.19 455022 7172223 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 754.33 455020 7172224 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,922.00 454644 7173098 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 839.04 454643 7173099 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 175.72 455024 7173100 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 175.72 454710 7173101 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 20.94 455028 7173103 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 4,273.41 455025 7173104 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,899.94 454740 7173105 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 97.00-454539 718582 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 11,954.64 422871 3/8/2018 124503 WINSUPPLY OF EDEN PRAIRIE 37.14 OUTLET EXTENDERS 455094 156581 5420.6406 GENERAL SUPPLIES CLUB HOUSE 78.02 BUILDING - ELECTRICAL PARTS 454761 15664000 5111.6406 GENERAL SUPPLIES ART CENTER BLDG/MAINT 115.16 422872 3/8/2018 141271 WOLFF, MELINDA 18.00 ARTWORK SOLD 455076 030618 5101.4413 ART WORK SOLD ART CENTER REVENUES 3/7/2018CITY OF EDINA 10:30:01R55CKR2LOGIS101 30Page -Council Check Register by GL Council Check Register by Invoice & Summary 3/8/20183/8/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 422872 3/8/2018 141271 WOLFF, MELINDA Continued... 18.00 422873 3/8/2018 105740 WSB & ASSOCIATES INC. 9,952.00 VALLEYVIEW SIDEWALK 455106 5-R-010516-000 2501.6103 PROFESSIONAL SERVICES PACS IS 9,952.00 422874 3/8/2018 101726 XCEL ENERGY 57.30 454788 581342108 1551.6185 LIGHT & POWER CITY HALL GENERAL 6,573.84 454789 581869836 5720.6185 LIGHT & POWER EDINBOROUGH OPERATIONS 6,631.14 422875 3/8/2018 120099 Z WINES USA LLC 85.00 454608 19978 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 311.50 455012 19979 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 396.50 422876 3/8/2018 101089 ZEE MEDICAL SERVICE 72.65 FIRST AID RESUPPLY 454780 54096805 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 72.65 422877 3/8/2018 101091 ZIEGLER INC 3,349.50 EQUIP. RENTAL 454705 A2914301 5913.6151 EQUIPMENT RENTAL DISTRIBUTION 3,349.50 1,094,007.79 Grand Total Payment Instrument Totals Checks 998,178.58 95,829.21A/P ACH Payment Total Payments 1,094,007.79 3/7/2018CITY OF EDINA 10:30:08R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 3/8/20183/8/2018 - Company Amount 169,373.1401000GENERAL FUND 6,621.3002300POLICE SPECIAL REVENUE 9,952.0002500PEDESTRIAN AND CYCLIST SAFETY 21,278.8904000WORKING CAPITAL FUND 6,654.0004200EQUIPMENT REPLACEMENT FUND 2,553.0305100ART CENTER FUND 115.6905200GOLF DOME FUND 28,294.9305400GOLF COURSE FUND 6,973.4705500ICE ARENA FUND 17,418.2205700EDINBOROUGH PARK FUND 334,827.8205800LIQUOR FUND 448,351.1405900UTILITY FUND 3,733.7305930STORM SEWER FUND 588.1507400PSTF AGENCY FUND 34,950.4109232CENTENNIAL TIF DISTRICT 2,321.8709900PAYROLL FUND Report Totals 1,094,007.79 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 1Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD 200.00 TRAVELIN' TEENS 454481 AMANDA 1/16 218 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER Supplier 142044 CONQUER NINJA WARRIOR - B - PCARD 11.00-CUSTOM INK CREDIT 454327 AMANDA 1/19 219 1629.6406 GENERAL SUPPLIES ADAPTIVE RECREATION 421.41 AR&LE STAFF SWEATSHIRTS 454329 AMANDA 1/19 220 1629.6406 GENERAL SUPPLIES ADAPTIVE RECREATION Supplier 138117 CUSTOMINK LLC - PCARD 15.56 GLOW DODGE BALL HIGHLIGHTERS 454326 AMANDA 1/2 217 1631.6406 GENERAL SUPPLIES YOUTH PROGRAMS Supplier 130750 WALGREENS - PCARD 400.00 GLOW DODGE BALL 454377 AMANDA 12/29 216 1631.6406 GENERAL SUPPLIES YOUTH PROGRAMS Supplier 130422 PAYPAL - PCARD 49.00 SCHEDULING APP 454806 AMY 1/17 196 5410.6230 SERVICE CONTRACTS EQUIPMENT GOLF ADMINISTRATION Supplier 135907 WHENIWORK.COM - PCARD 150.00 SUPERINTENDENT DUES 454807 AMY 1/9 195 5410.6105 DUES & SUBSCRIPTIONS GOLF ADMINISTRATION Supplier 130422 PAYPAL - PCARD 20.00 VACUUM REPAIR 454808 AMY 12/29 194 5210.6530 REPAIR PARTS GOLF DOME PROGRAM Supplier 140066 AL'S VACUUM JANITORIAL - PCARD 575.36 454263 ANDERSON 1/4 183 1301.6518 BLACKTOP GENERAL MAINTENANCE 764.94 454264 ANDERSON 1/4 184 1314.6406 GENERAL SUPPLIES STREET RENOVATION Supplier 130418 NORTHERN TOOL - PCARD 108.98 MTG LUNCH 454304 ANN 1/12 208 1600.6106 MEETING EXPENSE PARK ADMIN. GENERAL Supplier 130374 D BRIAN'S DELI - PCARD 258.60 PARK SYSTEM TOUR PHOENIX 454303 ANN 1/2 207 1600.6104 CONFERENCES & SCHOOLS PARK ADMIN. GENERAL Supplier 132914 SUN COUNTRY - PCARD 235.00 DUES 454457 BOB 1/12 55 1640.6104 CONFERENCES & SCHOOLS PARK MAINTENANCE GENERAL Supplier 130422 PAYPAL - PCARD 107.51 CELL PHONE ACCESSORY 454458 BOB 1/17 56 1640.6188 TELEPHONE PARK MAINTENANCE GENERAL Supplier 130880 VERIZON WIRELESS - PCARD 128.99 ACCESSORIES 454459 BOB 1/19 57 1648.6406 GENERAL SUPPLIES SKATING RINK MAINTENANCE Supplier 130424 MICRO CENTER - PCARD 1,470.00 CONFERENCE 7 PPL 454460 BOB 1/22 58 1640.6104 CONFERENCES & SCHOOLS PARK MAINTENANCE GENERAL Supplier 139922 U OF M CONTLEARNING - PCARD 244.71 TOOLS SUPPLYS 454456 BOB 1/9 54 1646.6556 TOOLS BUILDING MAINTENANCE Supplier 130561 MILLS FLEET FARM - PCARD 79.98 SAFETY 454455 BOB 12/29 53 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE Supplier 130418 NORTHERN TOOL - PCARD 99.00 454330 BRIAN 1/15 143 1280.6406 GENERAL SUPPLIES SUPERVISION & OVERHEAD Supplier 135907 WHENIWORK.COM - PCARD 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 2Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 88.47 COMP PLAN DINNERS 454361 CARY 1/24 262 1140.6106 MEETING EXPENSE PLANNING Supplier 130523 DAVANNI'S - PCARD 90.30 SURFACE CHARGER 454237 CHAD 1/11 106 5510.6513 OFFICE SUPPLIES ARENA ADMINISTRATION Supplier 130394 BEST BUY - PCARD 20.00 BOILERS LICENSE 454238 CHAD 1/11 107 5511.6105 DUES & SUBSCRIPTIONS ARENA BLDG/GROUNDS Supplier 131007 DEPARTMENT OF LABOR - PCARD 99.00 AMAZON PRIME 454513 CHAD 1/6 104 5510.6105 DUES & SUBSCRIPTIONS ARENA ADMINISTRATION Supplier 134881 AMAZONRPIME MEMBERSHIP - PCARD 101.80 DRINKING FOUNTAIN REPAIR 454243 CHAD 1/9 105 5553.6406 GENERAL SUPPLIES SPORTS DOME BLDG&GROUNDS Supplier 130690 WW GRAINGER - PCARD 114.05 EQUIP FOR PD MOTORCYCLE 454292 DANIEL 1/10 203 1400.6215 EQUIPMENT MAINTENANCE POLICE DEPT. GENERAL Supplier 138619 ST CROIX HARLEY-DAVIDSON - PCARD 272.80 FORENSIC EQUIPMENT 454290 DANIEL 1/18 204 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL Supplier 133412 RAMSEY ELECTRONICS LLC - PCARD 680.19 K9 EQUIPMENT 454294 DANIEL 1/2 201 4607.6406 GENERAL SUPPLIES EDINA CRIME FUND K9 DONATION Supplier 142042 RAYALLEN.COM JJDOG.COM - PCARD 59.50 BATTERIES FOR PD EQUIPMENT 454291 DANIEL 1/9 202 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL Supplier 132482 BATTERY JUNCTION - PCARD 16.12 DVD PLAYER 454255 DAVID 1/10 41 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL Supplier 130394 BEST BUY - PCARD 300.00 MISSING PERSON CASE 454256 DAVID 1/12 42 1400.6160 DATA PROCESSING POLICE DEPT. GENERAL Supplier 130407 SPRINT - PCARD 121.33 COMPUTER CABLES/ETC 454257 DAVID 1/17 43 1400.6160 DATA PROCESSING POLICE DEPT. GENERAL Supplier 130358 AMAZON MARKETPLACE - PCARD 209.00 STEPHEN K DUES FOR CERT 454231 DAVID 1/18 254 1495.6105 DUES & SUBSCRIPTIONS INSPECTIONS Supplier 130651 INT'L CODE COUNCIL INC - PCARD 475.00 FBI CONFERENCE DAVE 454262 DAVID 1/18 44 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL 225.00 FBI CONFERENCE - DAVE 454258 DAVID 1/18 45 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 131605 FBI NATIONAL ACADEMY - PCARD 2,045.00 MN CHIEFS CONFERENCE 454259 DAVID 1/18 46 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 130666 MINNESOTA CHIEFS OF POLICE - PCARD 470.00 DATA PROCESSING 454260 DAVID 1/18 47 1400.6160 DATA PROCESSING POLICE DEPT. GENERAL Supplier 133570 ACTIVE911 INC - PCARD 200.00 DUES FOR AMBO 454224 DAVID 1/2 249 1495.6105 DUES & SUBSCRIPTIONS INSPECTIONS Supplier 142048 EB 2018 AMBO CHAPTER - PCARD 160.00 DUES 10-K CHAPTER 454225 DAVID 1/2 250 1495.6105 DUES & SUBSCRIPTIONS INSPECTIONS Supplier 132297 10K LAKES - PCARD 85.00 DAVE M STATE SEMINAR 454230 DAVID 1/23 255 1495.6104 CONFERENCES & SCHOOLS INSPECTIONS Supplier 131007 DEPARTMENT OF LABOR - PCARD 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 3Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 250.00 DUES IAPMO 454226 DAVID 1/3 251 1495.6105 DUES & SUBSCRIPTIONS INSPECTIONS Supplier 133714 IAPMO-PCARD 65.00 FISHER DUES FOR CERT 454229 DAVID 1/3 252 1495.6105 DUES & SUBSCRIPTIONS INSPECTIONS Supplier 131007 DEPARTMENT OF LABOR - PCARD 161.28 WORKSTATION PRO 454247 DAVID 1/3 34 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL 129.02 UPGRADE FUSION PRO 454249 DAVID 1/3 35 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL 9.03-REFUND TAX 454251 DAVID 1/5 36 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL 11.29-TAX REFUND 454252 DAVID 1/5 37 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL Supplier 136299 DRI*VMWARE - PCARD 105.00 FBI DUES - NELSON 454253 DAVID 1/5 38 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL 105.00 FBI DUES - ELASKY 454254 DAVID 1/8 39 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL Supplier 131605 FBI NATIONAL ACADEMY - PCARD 65.00 DUES FOR JIM H 454232 DAVID 1/9 253 1495.6105 DUES & SUBSCRIPTIONS INSPECTIONS Supplier 131007 DEPARTMENT OF LABOR - PCARD 150.00 IACP MEMBERSHIP - ELASKY 454261 DAVID 1/9 40 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 134360 IACP - PCARD 228.98 SHIFT DINNER 454244 DAVID 12/29 33 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL Supplier 135373 HILLTOP PUB AND RESTAURANT - PCARD 39.00 WHEN I WORK CONTRACT 454316 DAWN 1/11 191 5710.6105 DUES & SUBSCRIPTIONS EDINBOROUGH ADMINISTRATION Supplier 135907 WHENIWORK.COM - PCARD 26.50 TEST STRIPS FOR SINK 454318 DAWN 1/3 190 5730.6406 GENERAL SUPPLIES EDINBOROUGH CONCESSIONS Supplier 133218 BAILEYS TEST STRIPS - PCARD 3.79 H20 BOTTLES FOR CONCESSIONS 454213 DAWN 12/27 187 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS Supplier 130750 WALGREENS - PCARD 18.76 YOGURT 454218 DAWN 12/28 188 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 31.68 GLUE, MISC.454218 DAWN 12/28 188 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS Supplier 130362 TARGET - PCARD 150.54 STAFF-NYE SUPPLIES 454321 DAWN 12/29 189 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS Supplier 135383 NOODLES & COMPANY - PCARD 7.00 CORD HOLDERS 454348 DEB 1/11 14 1180.6406 GENERAL SUPPLIES ELECTION Supplier 130358 AMAZON MARKETPLACE - PCARD 296.72 DYMO PRINTERS & SUPPLIES 454349 DEB 1/11 15 1180.6406 GENERAL SUPPLIES ELECTION Supplier 134733 AMAZON.COM - PCARD 14.78 GENERAL SUPPLIES 454287 DEB 1/17 277 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 130762 RAINBOW FOODS - PCARD 1,377.00 PUBLIC ACCESS TRAINING GUN 454300 DEB 1/19 278 7414.6406 GENERAL SUPPLIES PUBLIC PROGRAMS Supplier 137182 KEEPRS - PCARD 11.97 BOARD MEETING SNACKS 454288 DEB 1/23 279 7410.6106 MEETING EXPENSE PSTF ADMINISTRATION Supplier 130692 CUB FOODS - PCARD 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 4Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 53.89 LUNCH MEETING 454289 DEB 1/24 280 7410.6106 MEETING EXPENSE PSTF ADMINISTRATION Supplier 134153 TJ'S OF EDINA - PCARD 44.00 MARY BRINDLE ULI REGIST.454347 DEB 1/4 13 1100.6104 CONFERENCES & SCHOOLS CITY COUNCIL Supplier 130406 SENSIBLE LAND USE COALITION - PCARD 190.25 DRILL BITS, PUNCHES, ADAPTERS 454333 GARY 1/19 226 5921.6556 TOOLS SANITARY LIFT STATION MAINT Supplier 132018 USA BLUE BOOK - PCARD 4.75 DEMINERALIZED WATER 454331 GARY 1/8 224 5915.6406 GENERAL SUPPLIES WATER TREATMENT Supplier 130411 JERRY'S FOODS - PCARD 11.13 PORTABLE HEATER PARTS 454332 GARY 1/8 225 5913.6530 REPAIR PARTS DISTRIBUTION Supplier 142045 PROCOM HEATING INC - PCARD 181.59 454273 GERALD 1/11 26 7411.6530 REPAIR PARTS PSTF OCCUPANCY Supplier 131265 DALCO ENTERPRISES, INC - PCARD 426.00 ACCIDENTAL CHARGE- CHECK INCL.454269 GERALD 1/12 27 7401.4414 MISC RETAIL SALES PSTF REVENUE Supplier 142030 BORDER VIEW LODGE - PCARD 365.59 STARTER GUNS FOR TRAINING 454274 GERALD 1/12 28 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 132886 ARNZEN ARMS - PCARD 29.34 RELOADING PRIMERS 454275 GERALD 1/16 29 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 130561 MILLS FLEET FARM - PCARD 91.40 STARTER PISTOL FOR TRAINING 454276 GERALD 1/16 30 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 132886 ARNZEN ARMS - PCARD 26.27 GENERAL SUPPLIES 454277 GERALD 1/18 31 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 138386 SAMS CLUB - PCARD 99.99 RANGE EXPENSE 454278 GERALD 1/24 32 7412.6406 GENERAL SUPPLIES PSTF RANGE Supplier 142031 OTIS TECHNOLOGY - PCARD 9.97 STORAGE TOTE 454271 GERALD 1/3 24 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 9.97 STORAGE TOTE 454272 GERALD 1/5 25 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 130430 HOMEDEPOT.COM - PCARD 35.88 GENERAL SUPPLIES 454270 GERALD 12/29 23 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 138386 SAMS CLUB - PCARD 22.58 TOOL 454480 GREG 1/10 112 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 142039 TENNANT COMPANY - PCARD 48.21 FIRE TOWER SUPPLIES 454285 GREG 1/16 113 7413.6406 GENERAL SUPPLIES PSTF FIRE TOWER 263.00 STAPLES 454286 GREG 1/24 114 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 131611 JERRYS DO IT BEST HARDWARE - PCARD 75.25 WATER FILTER FOR COFFEE MAKER 454464 GREG 1/3 109 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 131622 FRESHWATERS - PCARD 77.56 EXIT SIGN 454479 GREG 1/7 110 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 136139 EXIT SIGN WAREHOUSE - PCARD 10.61 TOOLS/GENERAL SUPPLIES 454284 GREG 1/9 111 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 5Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 131611 JERRYS DO IT BEST HARDWARE - PCARD 101.33 TOOLS/GENERAL SUPPLIES 454212 GREG 12/27 108 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY Supplier 130430 HOMEDEPOT.COM - PCARD 20.09 455275 GREGORY 1/13 75 5841.6406 GENERAL SUPPLIES YORK OCCUPANCY Supplier 132707 MINNEAPOLIS LOCK AND KEY - PCARD 6.11 455274 GREGORY 1/18 76 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET Supplier 130411 JERRY'S FOODS - PCARD 42.38 454775 GREGORY 1/9 74 5862.6406 GENERAL SUPPLIES VERNON SELLING Supplier 130358 AMAZON MARKETPLACE - PCARD 165.07 PIPE 454505 GUNNAR 1/12 85 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN Supplier 130404 MENARDS - PCARD 9.50 ID PLATE 454506 GUNNAR 1/12 86 1553.6406 GENERAL SUPPLIES EQUIPMENT OPERATION GEN Supplier 130422 PAYPAL - PCARD 383.84 CO2 ALARMS 454504 GUNNAR 1/13 84 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN Supplier 134733 AMAZON.COM - PCARD 140.66 CABLE REPAIR ENDS 454507 GUNNAR 1/17 87 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN Supplier 130358 AMAZON MARKETPLACE - PCARD 460.00 REPLACEMENT RIMS 454508 GUNNAR 1/17 88 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN Supplier 132495 PAMS AUTO - PCARD 317.93 CARGO BOX RAILS 454509 GUNNAR 1/23 89 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN Supplier 142037 US CARGO CONTROL - PCARD 104.37 OVER NIGHT ROOM 454494 GUNNAR 1/24 100 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 104.37 OVER NIGHT ROOM 454495 GUNNAR 1/24 101 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 104.37 OVER NIGHT ROOM 454496 GUNNAR 1/24 102 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 181.73 OVER NIGHT ROOM 454497 GUNNAR 1/24 103 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE Supplier 131306 RESIDENCE INNS - PCARD 141.00 GARAGE DOOR OPENERS 454510 GUNNAR 1/24 90 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN Supplier 142038 AMERICAN GARAGE DOOR S - PCARD 19.88 ID PLATE 454511 GUNNAR 1/24 91 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN Supplier 130422 PAYPAL - PCARD 104.37 OVER NIGHT ROOM 454486 GUNNAR 1/24 92 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 104.37 OVER NIGHT ROOM 454487 GUNNAR 1/24 93 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 104.37 OVER NIGHT ROOM 454488 GUNNAR 1/24 94 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 104.37 OVER NIGHT ROOM 454489 GUNNAR 1/24 95 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 104.37 OVER NIGHT ROOM 454490 GUNNAR 1/24 96 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 107.87 OVER NIGHT ROOM 454491 GUNNAR 1/24 97 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 104.37 OVER NIGHT ROOM 454492 GUNNAR 1/24 98 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 104.37 OVER NIGHT ROOM 454493 GUNNAR 1/24 99 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE Supplier 131306 RESIDENCE INNS - PCARD 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 6Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 29.95 PHONE COVER 454500 GUNNAR 1/4 80 1553.6406 GENERAL SUPPLIES EQUIPMENT OPERATION GEN Supplier 131604 DISCOUNTCELL - PCARD 167.28 BLADES 454498 GUNNAR 1/5 78 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN Supplier 135155 MSC - PCARD 129.99 FUEL TANK 454499 GUNNAR 1/6 79 1553.6581 GASOLINE EQUIPMENT OPERATION GEN Supplier 130422 PAYPAL - PCARD 154.50 DOT STICKERS 454501 GUNNAR 1/9 81 1553.6406 GENERAL SUPPLIES EQUIPMENT OPERATION GEN Supplier 131631 MN STATE PATROL - PCARD 32.81 PHONE COVER 454502 GUNNAR 1/9 82 1553.6406 GENERAL SUPPLIES EQUIPMENT OPERATION GEN Supplier 131604 DISCOUNTCELL - PCARD 125.00 WELDING TRAINING 454503 GUNNAR 1/9 83 1281.6104 CONFERENCES & SCHOOLS TRAINING Supplier 142036 TOLL GAS & WELDING SUPPLY - PCARD 269.00 GLOVES 454512 GUNNAR 12/28 77 1553.6610 SAFETY EQUIPMENT EQUIPMENT OPERATION GEN Supplier 139914 NITRILEGLOVES - PCARD 25.95 RIFLE FLASHLIGHT HOLDER 454310 JASON 1/10 71 1400.6610 SAFETY EQUIPMENT POLICE DEPT. GENERAL Supplier 130358 AMAZON MARKETPLACE - PCARD 50.00 USPCA 18 YOUNG MEMBERSHIP 454324 JASON 1/2 65 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL 50.00 USPCA 12 YOUNG MEMBERSHIP 454325 JASON 1/2 66 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL 60.00 USPCA NARC TRIAL 454323 JASON 1/2 67 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 130422 PAYPAL - PCARD 229.00 GROSSMAN BULLETPROOF TOLL 454328 JASON 1/2 68 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 133778 LIFELINE TRAINING-PCARD 13.98-DRONE RETURN 454463 JASON 1/24 227 5553.6406 GENERAL SUPPLIES SPORTS DOME BLDG&GROUNDS 430.09 DRONE 454451 JASON 1/24 228 5553.6406 GENERAL SUPPLIES SPORTS DOME BLDG&GROUNDS Supplier 130394 BEST BUY - PCARD 15.00 NREMT KING INI THOLEN 454305 JASON 1/24 73 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL Supplier 136647 NATIONAL REGISTRY EMT - PCARD 475.00 SHOTGUN ARMORERS SCHOOL LHEURE 454319 JASON 1/9 69 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 142034 REMINGTON ARMS COMPANY - PCARD 330.00 MNATSA CONF DICK 454313 JASON 1/9 70 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 130422 PAYPAL - PCARD 237.80 RANGE TARGETS 454307 JASON 1/9 72 1400.6551 AMMUNITION POLICE DEPT. GENERAL Supplier 142035 ACTION TARGETS - PCARD 60.00 USPCA WINTER CONFERENCE YOUNG 454214 JASON 12/27 62 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL 60.00 USPCA WINTER CONF WENANDE 454215 JASON 12/27 63 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL Supplier 130422 PAYPAL - PCARD 41.87 CIZEK TOTES 454219 JASON 12/28 64 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL Supplier 130404 MENARDS - PCARD 62.00 454236 JEFF 1/17 240 1490.6406 GENERAL SUPPLIES PUBLIC HEALTH Supplier 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 7Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 133218 BAILEYS TEST STRIPS - PCARD 50.00 454233 JEFF 1/8 237 1490.6104 CONFERENCES & SCHOOLS PUBLIC HEALTH 50.00 454234 JEFF 1/9 238 1490.6104 CONFERENCES & SCHOOLS PUBLIC HEALTH 50.00 454235 JEFF 1/9 239 1490.6104 CONFERENCES & SCHOOLS PUBLIC HEALTH Supplier 130422 PAYPAL - PCARD 10.71 AMBULANCE SUPPLIES 454794 JEFFREY 1/11 234 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL Supplier 133770 CONTAINERSTOREMINNESOTA-PCARD 219.96 LIFE JACKETS 454795 JEFFREY 1/14 235 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL Supplier 130358 AMAZON MARKETPLACE - PCARD 2,609.00 AMBULANCE SUPPLIES 454805 JEFFREY 1/2 229 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL Supplier 142046 FERNO WASHINGTON - PCARD 951.00 AMBULANCE SUPPLIES 454790 JEFFREY 1/3 230 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL Supplier 131016 AED SUPERSTORE - PCARD 115.60 STATION SUPPLIES 454791 JEFFREY 1/4 231 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL Supplier 130358 AMAZON MARKETPLACE - PCARD 149.00 TOOLS 454792 JEFFREY 1/4 232 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL Supplier 142047 FACTORY OUTLET MAXTOOL - PCARD 230.00 BATTERIES 454793 JEFFREY 1/4 233 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL Supplier 130358 AMAZON MARKETPLACE - PCARD 183.60 MAILCHIMP SUBSCRIPTION 454351 JENNIFER 1/10 123 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS Supplier 135752 MAILCHIMP - PCARD 53.75 ADOBE SUBSCRIPTION - BENNEROTT 454355 JENNIFER 1/13 124 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS 53.75 ADOBE SUBSCRIPTION - EIDSNESS 454356 JENNIFER 1/14 125 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS Supplier 130360 ADOBE SYSTEMS, INC. - PCARD 29.95 FRESHBOOKS SUBSCRIPTION 454346 JENNIFER 1/17 126 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS Supplier 132480 2NDSITE FRESHBOOKS - PCARD 58.00 HOT JAR SUBSCRIPTION 454614 JENNIFER 1/17 127 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS Supplier 141643 HOTJAR - PCARD 12.00 STOCK PHOTO 454345 JENNIFER 1/18 128 1130.6408 PHOTOGRAPHIC SUPPLIES COMMUNICATIONS Supplier 130552 ISTOCK INTERNATIONAL - PCARD 701.16-CREDIT FOR PHOTO CONTEST MATS 454797 JENNIFER 1/2 1130.6406 GENERAL SUPPLIES COMMUNICATIONS 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 8Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 119 1,014.06 MATS FOR IMAGES OF EDINA 454353 JENNIFER 1/2 120 1130.6408 PHOTOGRAPHIC SUPPLIES COMMUNICATIONS Supplier 135879 CALHOUN BEACH FRAMING - PCARD 59.98 PHOTO CANVAS 454352 JENNIFER 1/2 121 1130.6408 PHOTOGRAPHIC SUPPLIES COMMUNICATIONS Supplier 139924 WINKFLASH - PCARD 35.00 CHAMBER MEETING - BENNEROTTE 454350 JENNIFER 1/22 129 1130.6106 MEETING EXPENSE COMMUNICATIONS Supplier 133399 EDINA CHAMBER OF COMMERCE - PCARD 950.40 TOGGL SUBSCRIPTION 454354 JENNIFER 1/4 122 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS Supplier 138136 TOGGL - PCARD 399.00 ARCHIVE SOCIAL SUBSCRIPTION 454216 JENNIFER 12/27 115 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS Supplier 136288 ARCHIVESOCIAL.COM - PCARD 53.75 ADOBE SUBSCRIPTION - KC AND DT 454796 JENNIFER 12/29 118 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS Supplier 130360 ADOBE SYSTEMS, INC. - PCARD 52.88 FACEBOOK POSTS 455175 JENNIFER 12/31 116 1600.6122 ADVERTISING OTHER PARK ADMIN. GENERAL 12.81 PROMOTED FACEBOOK POSTS 454930 JENNIFER 12/31 117 1600.6122 ADVERTISING OTHER PARK ADMIN. GENERAL 33.79 PROMOTED FACEBOOK POSTS 454930 JENNIFER 12/31 117 1600.6122 ADVERTISING OTHER PARK ADMIN. GENERAL 50.00 PROMOTED FACEBOOK POSTS 454930 JENNIFER 12/31 117 5710.6122 ADVERTISING OTHER EDINBOROUGH ADMINISTRATION Supplier 132896 FACEBOOK - PCARD 215.03 MIRRORS FOR GOLF SHOP 454386 JOSEPH 1/6 236 5440.6406 GENERAL SUPPLIES PRO SHOP RETAIL SALES Supplier 133229 IKEA BLOOMINGTON - PCARD 193.56 454811 JOSHUA 1/17 212 5820.6105 DUES & SUBSCRIPTIONS 50TH STREET GENERAL Supplier 133103 CITY OF EDINA - PCARD 13.66 454814 JOSHUA 1/19 214 5842.6105 DUES & SUBSCRIPTIONS YORK SELLING 13.67 454814 JOSHUA 1/19 214 5862.6105 DUES & SUBSCRIPTIONS VERNON SELLING 13.67 454814 JOSHUA 1/19 214 5822.6105 DUES & SUBSCRIPTIONS 50TH ST SELLING Supplier 142043 INDEED - PCARD 26.33 454813 JOSHUA 1/21 213 5862.6105 DUES & SUBSCRIPTIONS VERNON SELLING 26.33 454813 JOSHUA 1/21 213 5822.6105 DUES & SUBSCRIPTIONS 50TH ST SELLING 26.34 454813 JOSHUA 1/21 213 5842.6105 DUES & SUBSCRIPTIONS YORK SELLING Supplier 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 9Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 135907 WHENIWORK.COM - PCARD 32.26 454812 JOSHUA 1/24 215 5820.6105 DUES & SUBSCRIPTIONS 50TH STREET GENERAL Supplier 133103 CITY OF EDINA - PCARD 10.00 454810 JOSHUA 1/9 211 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET Supplier 130692 CUB FOODS - PCARD 74.55 454809 JOSHUA 12/31 209 5822.6122 ADVERTISING OTHER 50TH ST SELLING 74.55 454809 JOSHUA 12/31 209 5842.6122 ADVERTISING OTHER YORK SELLING 74.56 454809 JOSHUA 12/31 209 5862.6122 ADVERTISING OTHER VERNON SELLING 132.47 454391 JOSHUA 12/31 210 5842.6122 ADVERTISING OTHER YORK SELLING 132.48 454391 JOSHUA 12/31 210 5862.6122 ADVERTISING OTHER VERNON SELLING 132.48 454391 JOSHUA 12/31 210 5822.6122 ADVERTISING OTHER 50TH ST SELLING Supplier 132896 FACEBOOK - PCARD 53.75 CREATIVE CLOUD 454302 KATHARINE 1/17 206 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS Supplier 130360 ADOBE SYSTEMS, INC. - PCARD 9.99 LOGOS FOR ALL DEPARTMENTS 454301 KATHARINE 1/5 205 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS Supplier 138384 NOUNPROJECT.COM - PCARD 17.50 GENERAL PUBLIC ACCESS SUPPLIES 454281 KATHRYN 1/15 50 7414.6406 GENERAL SUPPLIES PUBLIC PROGRAMS Supplier 130358 AMAZON MARKETPLACE - PCARD 34.74 INTRO TO HANDGUNS CLASS SNACKS 454282 KATHRYN 1/15 51 7414.6406 GENERAL SUPPLIES PUBLIC PROGRAMS 8.99 INTRO TO HANDGUNS CLASS SNACK 454283 KATHRYN 1/18 52 7414.6406 GENERAL SUPPLIES PUBLIC PROGRAMS Supplier 130411 JERRY'S FOODS - PCARD 298.00 SEMINAR 454279 KATHRYN 1/3 48 7410.6218 EDUCATION PROGRAMS PSTF ADMINISTRATION Supplier 131305 FRED PRYOR CAREERTRACK - PCARD 29.00 WEBSITE ADD-ON SOFTWARE 454280 KATHRYN 1/9 49 7410.6122 ADVERTISING OTHER PSTF ADMINISTRATION Supplier 142032 SIMPLE CALENDAR PLUGIN - PCARD 125.00 SC MPELRA CONF 454430 KELLY 1/18 179 1170.6104 CONFERENCES & SCHOOLS HUMAN RESOURCES 125.00 CM MPELRA CONF 454431 KELLY 1/18 180 1170.6104 CONFERENCES & SCHOOLS HUMAN RESOURCES 200.00 CM NPELRA MEMBERSHIP 454432 KELLY 1/18 181 1170.6105 DUES & SUBSCRIPTIONS HUMAN RESOURCES 125.00 KC MPELRA CONF 454433 KELLY 1/18 182 1170.6104 CONFERENCES & SCHOOLS HUMAN RESOURCES Supplier 140306 NATIONAL PELRA - PCARD 107.28 BORDER BTL/WELLNESS CHALL SOCK 454427 KELLY 1/5 176 1556.6218 EDUCATION PROGRAMS EMPLOYEE SHARED SERVICES 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 10Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 80.14 OFFICE SUPPLIES- HR 454428 KELLY 1/5 177 1170.6406 GENERAL SUPPLIES HUMAN RESOURCES 173.28 BORDER BTL/WELLNESS CHL SOCKS 454429 KELLY 1/6 178 1556.6218 EDUCATION PROGRAMS EMPLOYEE SHARED SERVICES Supplier 130358 AMAZON MARKETPLACE - PCARD 200.00 HRCI SUBSCRIPTION 454434 KELLY 12/29 175 1170.6105 DUES & SUBSCRIPTIONS HUMAN RESOURCES Supplier 142041 HR CERTIFICATION INSTITUT - PCARD 21.35 PAYPAL 454381 KYLE 1/2 169 1160.6155 BANK SERVICES CHARGES FINANCE Supplier 130375 PAY FLOW PRO - PCARD 29.99 IDENTITY MONITORING 454382 KYLE 1/2 170 1160.6104 CONFERENCES & SCHOOLS FINANCE Supplier 138122 IDENTITY GUARD - PCARD 932.00 CPE COURSES 454380 KYLE 1/23 171 1160.6104 CONFERENCES & SCHOOLS FINANCE Supplier 131242 MNSOCIETYCPAS - PCARD 10.00 YOU CAN BOOK ME JAN 3 454360 LISA 1/3 197 1120.6105 DUES & SUBSCRIPTIONS ADMINISTRATION Supplier 138626 YOUCANBOOKME - PCARD 3,300.00 IAP2-SCHAEFER/LAMON 454337 LISA 1/9 198 1120.6104 CONFERENCES & SCHOOLS ADMINISTRATION Supplier 130422 PAYPAL - PCARD 316.60 FLIGHT-SCHAEFER 454338 LISA 1/9 199 1120.6104 CONFERENCES & SCHOOLS ADMINISTRATION 316.60 FLIGHT-LAMON 454339 LISA 1/9 200 1120.6104 CONFERENCES & SCHOOLS ADMINISTRATION Supplier 130386 DELTA AIR - PCARD 5.14 OFFICE SUPPLIES 455162 MARY 1/15 259 5410.6513 OFFICE SUPPLIES GOLF ADMINISTRATION Supplier 131619 OFFICE DEPOT - PCARD 25.00 LPGA SEMINAR 454824 MARY 1/16 260 5410.6104 CONFERENCES & SCHOOLS GOLF ADMINISTRATION Supplier 142050 LPGA - PCARD 137.39 454825 MARY 1/24 261 5440.6106 MEETING EXPENSE PRO SHOP RETAIL SALES Supplier 131257 HILTON HOTELS - PCARD 399.98 BAG BOARDS 454821 MARY 1/4 256 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION Supplier 142049 VICTORY TAILGATE - 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CREDIT CARD Continued... 130413 MN ASSOC OF ASSESSING - PCARD 25.64 SANITAIRE VACUUM BAGS 454227 ROGER 1/11 192 5720.6511 CLEANING SUPPLIES EDINBOROUGH OPERATIONS Supplier 130358 AMAZON MARKETPLACE - PCARD 24.72 CUSTOM LINERS 454228 ROGER 1/24 193 5720.6511 CLEANING SUPPLIES EDINBOROUGH OPERATIONS Supplier 134733 AMAZON.COM - PCARD 10.87 CONCESSIONS FOOD 454268 ROXANN 1/1 269 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS Supplier 142052 DRISKILLS DOWNTOWN - PCARD 276.16 CONCESSIONS FOOD 454874 ROXANN 1/12 275 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 206.24 CONCESSIONS FOOD 454265 ROXANN 1/19 276 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS Supplier 132904 MAINSTREET BAKERY - PCARD 178.52 CONCESSIONS FOOD 454246 ROXANN 1/2 270 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS Supplier 130760 COSTCO.COM - PCARD 182.23 SUPPLIES 454248 ROXANN 1/2 271 5520.6406 GENERAL SUPPLIES ARENA CONCESSIONS Supplier 139350 RESTAURANT DEPOT - PCARD 18.99 CONCESSIONS FOOD 454266 ROXANN 1/5 273 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS Supplier 130760 COSTCO.COM - PCARD 23.88 CONCESSIONS FOOD 454267 ROXANN 1/6 272 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS Supplier 142053 SENTYRZ SUPERMARKE - PCARD 49.50 CONCESSIONS FOOD 454250 ROXANN 1/8 274 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS Supplier 132904 MAINSTREET BAKERY - PCARD 13.00 CONCESSIONS FOOD 454211 ROXANN 12/27 268 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS Supplier 131250 LUNDS - PCARD 35.58 IT SUPPLIES 454390 RYAN 1/10 138 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS Supplier 134733 AMAZON.COM - PCARD 1,795.50 PROJECT TRAINING - RYAN 454387 RYAN 1/10 139 1554.6104 CONFERENCES & SCHOOLS CENT SERV GEN - MIS Supplier 139922 U OF M CONTLEARNING - PCARD 215.01 VMWARE SOFTWARE 454388 RYAN 1/12 140 1554.6160 DATA PROCESSING CENT SERV GEN - MIS Supplier 136299 DRI*VMWARE - PCARD 202.71 USB C DISPLAY ADAPTERS 455127 RYAN 1/14 141 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS Supplier 130358 AMAZON MARKETPLACE - PCARD 495.00 SPICEWORKS AD REMOVAL 454815 RYAN 1/17 142 1554.6160 DATA PROCESSING CENT SERV GEN - MIS Supplier 130422 PAYPAL - PCARD 125.00 ARENA CASH DRAWER 454384 RYAN 1/5 133 5520.6406 GENERAL SUPPLIES ARENA CONCESSIONS Supplier 137785 POSGUYS.COM - PCARD 39.99 IT SUPPLIES 454389 RYAN 1/6 134 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 9.89 USB TO SERIAL FOR NBAULER 454299 RYAN 1/7 135 1262.6406 GENERAL SUPPLIES TRANSPORTATION 25.95 MOUSE FOR CMCCONNACH 454299 RYAN 1/7 135 5510.6513 OFFICE SUPPLIES ARENA ADMINISTRATION 25.96 MOUSE FOR CMCCONNACH 454299 RYAN 1/7 135 5552.6513 OFFICE SUPPLIES SPORTS DOME ADMINISTRATION Supplier 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 13Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 130358 AMAZON MARKETPLACE - PCARD 40.00 SHAREFILE JULIE & DAVE 454385 RYAN 1/8 136 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL 40.64 SHAREFILE 454385 RYAN 1/8 136 1554.6160 DATA PROCESSING CENT SERV GEN - MIS Supplier 139266 NLI*SHAREFILE - PCARD 17.92 ADAPTER EXT FOR ASSESS TABLET 455130 RYAN 1/9 137 1190.6406 GENERAL SUPPLIES ASSESSING 62.72 ADAPTER EXT FOR INSP TABLET 455130 RYAN 1/9 137 1495.6406 GENERAL SUPPLIES INSPECTIONS Supplier 130358 AMAZON MARKETPLACE - PCARD 110.00 IT SOFTWARE 454383 RYAN 12/26 130 1554.6160 DATA PROCESSING CENT SERV GEN - MIS Supplier 141645 NINITE.COM - PCARD 87.94 BARCODE SCANNER FOR LIQUOR 455124 RYAN 12/28 131 5861.6530 REPAIR PARTS VERNON OCCUPANCY Supplier 130358 AMAZON MARKETPLACE - PCARD 23.08 SQUAD 4 IPHONE CASE 454298 RYAN 12/29 132 1400.6215 EQUIPMENT MAINTENANCE POLICE DEPT. GENERAL 51.93 REPL MOUSE FOR JMILLER 454298 RYAN 12/29 132 1554.6710 EQUIPMENT REPLACEMENT CENT SERV GEN - MIS Supplier 134733 AMAZON.COM - PCARD 7.10 PROPS FOR VIDEO SHOOT 454343 SCOTT 1/10 161 1130.6410 VIDEO PRODUCTION SUPPLIES COMMUNICATIONS Supplier 130411 JERRY'S FOODS - PCARD 16.12 DVD RIPPER FOR SWTV 454344 SCOTT 1/13 162 1132.6410 VIDEO PRODUCTION SUPPLIES CABLE COMMISSION Supplier 134734 APL*ITUNES.COM/BILL - PCARD 58.93 HILLCREST MEETING 454610 SCOTT 1/17 17 1120.6106 MEETING EXPENSE ADMINISTRATION Supplier 135373 HILLTOP PUB AND RESTAURANT - PCARD 53.75 CREATIVE CLOUD 454342 SCOTT 1/22 163 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS Supplier 130360 ADOBE SYSTEMS, INC. - PCARD 1,522.81-NAT'L LEAGUES OF CITIES CONF 454612 SCOTT 1/22 18 1120.6104 CONFERENCES & SCHOOLS ADMINISTRATION Supplier 130683 HOTELS.COM - PCARD 2,595.00-454613 SCOTT 1/22 19 1120.6104 CONFERENCES & SCHOOLS ADMINISTRATION 780.00 454613 SCOTT 1/22 19 1120.6105 DUES & SUBSCRIPTIONS ADMINISTRATION 1,815.00 454613 SCOTT 1/22 19 1100.6105 DUES & SUBSCRIPTIONS CITY COUNCIL 2,595.00 NATIONAL LEAGUE OF CITIES CONF 454613 SCOTT 1/22 19 1120.6104 CONFERENCES & SCHOOLS ADMINISTRATION Supplier 133236 NATIONAL LEAGUE OF CITIES - PCARD 1,029.08 NATIONAL LEAGUE OF CITIES CONF 454611 SCOTT 1/22 20 1120.6104 CONFERENCES & SCHOOLS ADMINISTRATION Supplier 130683 HOTELS.COM - PCARD 53.75 CREATIVE CLOUD 454340 SCOTT 1/5 159 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS Supplier 130360 ADOBE SYSTEMS, INC. - PCARD 56.91 FRAUENSHUH-GRANDVIEW DISCUSSIO 454334 SCOTT 1/5 16 1120.6106 MEETING EXPENSE ADMINISTRATION Supplier 130368 EDINA GRILL - PCARD 53.75 CREATIVE CLOUD 454341 SCOTT 1/6 160 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS Supplier 130360 ADOBE SYSTEMS, INC. - PCARD 750.00 FREEPLAY MUSIC SUBSCRIPTION 454378 SCOTT 12/29 158 1130.6410 VIDEO PRODUCTION SUPPLIES COMMUNICATIONS Supplier 131761 FREEPLAY MUSIC LLC - PCARD 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 14Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 36.00 FACEBOOK POSTS 454376 SCOTT 12/31 157 1130.6410 VIDEO PRODUCTION SUPPLIES COMMUNICATIONS 50.00 WINDSOURCE PSA FACEBOOK POST 454376 SCOTT 12/31 157 1122.6406 GENERAL SUPPLIES ENERGY & ENVIRONMENT COMM Supplier 132896 FACEBOOK - PCARD 9.13 FRAMES/PUSHPINS 454335 SHARON 1/17 173 9232.6406 GENERAL SUPPLIES CENTENNIAL TIF DISTRICT Supplier 130389 MICHAELS - PCARD 246.02 JAN 17 FOOD 454336 SHARON 1/17 174 1100.6106 MEETING EXPENSE CITY COUNCIL Supplier 130679 PINSTRIPES - PCARD 88.00 VOLUNTEER DATABASE 454210 SHARON 12/27 172 1120.6105 DUES & SUBSCRIPTIONS ADMINISTRATION Supplier 134155 VOLGISTICS INC - PCARD 148.52 WHEN I WORK DUES 454297 TIFFANY 1/12 61 1622.6406 GENERAL SUPPLIES SKATING & HOCKEY Supplier 135907 WHENIWORK.COM - PCARD 21.99 RINK LOCKBOX 454296 TIFFANY 1/3 60 1622.6406 GENERAL SUPPLIES SKATING & HOCKEY Supplier 134733 AMAZON.COM - PCARD 146.00 TIFFANY FOOD SAFETY CERT 454209 TIFFANY 12/27 59 1600.6104 CONFERENCES & SCHOOLS PARK ADMIN. GENERAL Supplier 142033 NATIONAL FOOD SAFETY - PCARD 48.66 FRAUD 454469 TOM 1/1 147 5422.6406 GENERAL SUPPLIES MAINT OF COURSE & GROUNDS 16.00 FRAUD 454470 TOM 1/1 148 5422.6406 GENERAL SUPPLIES MAINT OF COURSE & GROUNDS Supplier 140448 UBER US - PCARD 299.68 TOOLS, WOOD 454309 TOM 1/10 5 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING Supplier 130421 THE HOME DEPOT - PCARD 750.00 HORTICULTURAL CLASS 454308 TOM 1/11 4 5760.6104 CONFERENCES & SCHOOLS CENTENNIAL LAKES ADMIN EXPENSE Supplier 139922 U OF M CONTLEARNING - PCARD 143.66 BOARDROOM SUPPLIES 454830 TOM 1/17 154 5420.6406 GENERAL SUPPLIES CLUB HOUSE Supplier 130421 THE HOME DEPOT - PCARD 21.70 CLOCK BATTERY 454311 TOM 1/17 6 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING Supplier 140313 WWW.BATTERYSHIP.COM - PCARD 54.90 BOARDROOM SUPPLIES 454831 TOM 1/18 155 5420.6406 GENERAL SUPPLIES CLUB HOUSE Supplier 130404 MENARDS - PCARD 15.57 LIGHT BULBS 454358 TOM 1/18 242 1470.6530 REPAIR PARTS FIRE DEPT. GENERAL 30.39 PLUMBING SUPPLIES 454312 TOM 1/18 7 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING Supplier 130358 AMAZON MARKETPLACE - PCARD 29.00 SCHEDULING PROGRAM 454314 TOM 1/18 8 5760.6105 DUES & SUBSCRIPTIONS CENTENNIAL LAKES ADMIN EXPENSE Supplier 135907 WHENIWORK.COM - PCARD 5.88 GLASS CONTAINER 454315 TOM 1/18 9 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING Supplier 130404 MENARDS - PCARD 72.51 CLEANING SUPPLIES 454317 TOM 1/19 10 5761.6511 CLEANING SUPPLIES CENTENNIAL LAKES OPERATING Supplier 130421 THE HOME DEPOT - PCARD 3/14/2018CITY OF EDINA 10:53:54R55CKR2LOGIS101 15Page -Council Check Register by GL Council Check Register by Invoice & Summary -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180208 2/8/2018 129962 US BANK - CREDIT CARD Continued... 26.34 BULBS 454832 TOM 1/19 156 5422.6406 GENERAL SUPPLIES MAINT OF COURSE & GROUNDS Supplier 136286 1000BULBS - PCARD 10.25 LICENSE 454320 TOM 1/21 11 5760.6105 DUES & SUBSCRIPTIONS CENTENNIAL LAKES ADMIN EXPENSE Supplier 131756 DEPT OF AGRICULTURE - PCARD 248.60 TRAINING 454359 TOM 1/23 243 1470.6104 CONFERENCES & SCHOOLS FIRE DEPT. GENERAL Supplier 130386 DELTA AIR - PCARD 100.00 WELLNESS EVENT 454322 TOM 1/24 12 1556.6218 EDUCATION PROGRAMS EMPLOYEE SHARED SERVICES Supplier 130679 PINSTRIPES - PCARD 11.00 PARKING 454471 TOM 1/3 149 5422.6406 GENERAL SUPPLIES MAINT OF COURSE & GROUNDS 14.00 PARKING 454472 TOM 1/4 151 5422.6406 GENERAL SUPPLIES MAINT OF COURSE & GROUNDS Supplier 136630 HAAF MPLSPARKING - PCARD 132.80 BOARD ROOM SUPPLIES 454827 TOM 1/5 150 5420.6406 GENERAL SUPPLIES CLUB HOUSE Supplier 130404 MENARDS - PCARD 250.55 UNIFORMS 454357 TOM 1/6 241 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL Supplier 131315 LANDS END - PCARD 30.75 PESTICIDE LICENSE 454828 TOM 1/8 152 5410.6104 CONFERENCES & SCHOOLS GOLF ADMINISTRATION Supplier 131756 DEPT OF AGRICULTURE - PCARD 293.32 WELL PERMIT 454829 TOM 1/9 153 5422.6189 SEWER & WATER MAINT OF COURSE & GROUNDS Supplier 133709 DEPT OF NATURAL RESOURCES-PCARD 25.48 GENERAL SUPPLIES 454208 TOM 12/26 1 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING Supplier 134733 AMAZON.COM - PCARD 129.73 BOARDROOM SUPPLIES 454826 TOM 12/26 144 5420.6406 GENERAL SUPPLIES CLUB HOUSE Supplier 130404 MENARDS - PCARD 86.22 PLANTS 454217 TOM 12/28 2 5761.6620 TREES, FLOWERS, SHRUBS CENTENNIAL LAKES OPERATING Supplier 142029 PRAIRIE MOON - PCARD 301.92 WOODWORKING TOOLS 454306 TOM 12/29 3 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING Supplier 134733 AMAZON.COM - PCARD 45.75 FRAUD 454467 TOM 12/31 145 5422.6406 GENERAL SUPPLIES MAINT OF COURSE & GROUNDS 23.71 FRAUD 454468 TOM 12/31 146 5422.6406 GENERAL SUPPLIES MAINT OF COURSE & GROUNDS Supplier 140448 UBER US - PCARD 51,946.05 51,946.05 Grand Total Payment Instrument Totals Checks EFT Payments 51,946.05 Total Payments 51,946.05 3/14/2018CITY OF EDINA 10:53:58R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 12/22/201612/22/2016 - Company Amount 38,987.0601000GENERAL FUND 680.1904000WORKING CAPITAL FUND 64.1305200GOLF DOME FUND 2,216.0905400GOLF COURSE FUND 1,319.6405500ICE ARENA FUND 543.8705550SPORTS DOME FUND 1,351.0605700EDINBOROUGH PARK FUND 1,633.0305750CENTENNIAL LAKES PARK FUND 1,202.0105800LIQUOR FUND 206.1305900UTILITY FUND 3,720.4107400PSTF AGENCY FUND 13.3007500MN TASK FORCE 1 FUND 9.1309232CENTENNIAL TIF DISTRICT Report Totals 51,946.05 Date: March 20, 2018 Agenda Item #: IV.C. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:Request for Purchase: Comprehensive Plan Update, Revised Contract BIKO Associates Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the revised contract. INTRODUCTION: As part of the 2018 Comprehensive Plan Update, the P lanning Commission and Comprehensive Plan Working Groups have requested that the City’s Planning Consulting Team add many more community and working group meetings to their original work plan as part of each Small Area Plan and the Overall Comprehensive Plan process. Additionally, requests have been made for additional meeting time with the co-chairs of Small Area P lans, and public outreach that was not originally anticipated in the first contract. T he Consulting Team is also asked to add the Grandview area to their scope of work as part of the overall Comprehensive P lan. Additional work with Grandview includes blending existing work that has been done for the area (Grandview Development Framework, Transportation Study, and the Grandview Green) and performing additional community outreach. See the attached detail in the Letter from BIKO Associates. ATTACHMENTS: Description Request for Purchase March 14, 2018 Memo from BIKO Contract Amendment Original Contract City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: March 20, 2018 To: Honorable Mayor and City Council From: Cary Teague, Community Development Director Subject: Purchase Subject to: ☐List Quote/Bid ☐State Contract ☒Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget Information/Background: The Planning Commission and Comprehensive Plan Working Groups have requested that the City’s Planning Consulting Team add many community and working group meetings to their original work plan as part of each Small Area Plan and the Overall Comprehensive Plan process. Additionally, requests have been made for additional meeting time with the co-chairs of Small Area Plans, and public outreach that was not originally anticipated in the first contract. The Consulting Team has also been asked to add the Grandview area to their scope of work as part of the overall Comprehensive Plan. Additional work with Grandview includes blending existing work that has been done for the area (Grandview Development Framework, Transportation Study, and the Grandview Green) and performing additional community outreach. See the attached detail in the Letter from BIKO Associates. The added work for the consultants is $87,075.00. The total amount for the entire Comprehensive Plan would be $276,915.00. The proposed contract is still within budget. Date Bid Opened or Quote Received: Bid or expiration Date: March 14, 2018 May 12, 2018 Company: Amount of Quote or Bid: BIKO Associates Incl. $87,075.00 Recommended Quote or Bid: $87,075.00 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact • The funding source is the General Fund and the Construction Fund. Environmental Impact • Staff is minimizing paper use as part of this update as much as possible. We are relying on Google Docs for editing, and posting drafts on-line at the City’s Website. Community Impact • This project is resident lead, including the Planning Commission and Edina residents and business owners that are on the various Working Groups that have been created for each Small Area Plan. Members of each of the City’s Commissions are also very involved in the creation of the Comprehensive Plan. • The plan will place policy and guidance for the City for the next 10 years. Memorandum DATE: March 14, 2018 TO: Cary Teague FROM: Bill Smith RE: Budget Amendment Request This memorandum outlines a budget amendment request from the Biko Associates consultant team for $87,075. Five budget amendment categories make up this request: • Budget to Complete Citizen-Led Small Area Planning Processes ......................................... $40,183 • Budget to Complete the Updated City-Wide comprehensive Plan .......................................... 7,500 • Budget to Complete Public Engagement Activities ................................................................ 15,720 • Budget to Complete Greater Southdale District Plan .............................................................. 3,500 • Budget to Complete Grandview Small Area Planning ............................................................ 20,172 • Total Budget Amendment Request .............................................................................. $87,075 1. Budget to Complete Citizen-Led Small Area Planning Processes The Biko Associates consultant team has recently prepared the draft 44th/France Small Area Plan, which will go before the Planning Commission tonight for a Public Hearing. The team has begun work preparing the first draft of the 70th/Cahill Small Area Plan. This document will be reviewed by the 70th/Cahill Work Group between March 22 and April 4. Following their review, a revised draft will be prepared for presentation to the CPTF. Completing these two tasks, while responding to the two Work Groups’ requests for additional meetings and additional research and analysis, has required the consultant team to expand its work program to include meetings and tasks that were not included in the original contract. With only the Planning Commission and City Council Public Hearings remaining for the 44th/ France planning process, the team has invoiced the City $28,367 more than was allocated. The table on the following page details these budget overruns. See Category 1: Unanticipated Work Requested by the 44th/France Work Group. In addition, the team learned that the completion of some originally scoped work tasks has resulted in budget overruns. See Category 2: Anticipated Tasks where Adequate Time and Resources were not Allocated on page 3. Tasks in this category were included in the original work program and budget. However, the amounts of time and resources in the budget that were allocated to complete these tasks were not adequate. . Mr . C a r y T e a g u e Ma r c h 1 4 , 2 0 1 8 Pa g e 2 Ca t e g o r y 1 : U n a n t i c i p a t e d W o r k R e q u e s t e d b y t h e 4 4 th / F r a n c e W o r k G r o u p Co n s u l t a n t T e a m Me m b e r Wo r k T a s k Am o u n t o f B u d g e t O v e r r u n an d E x p l a n a t i o n Bi k o A s s o c i a t e s F ou r ad d i t io n a l W o r k G r o u p me e t i n g s • Pr e p a r a t i o n f o r a n d a t t e n d a n c e a t f o u r a d d i t i o n a l m ee t i n g s … … … … . . . . . $ 2 , 7 8 5 • Ad d i t i o n a l l a n d u s e a n d t r a n s p o r t a t i o n a n a l y s i s … … … … …… … … … … … … … … . . 9 3 0 • St r a t e g y s e s s i o n s w i t h c o - c h a i r s ( p h o n e a n d i n - p e r s on ) … … … … … . … … … . . 1 , 4 0 0 • Su b - T o t a l … … … … … . . … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … . . … . ..$5,115 Bo b C l o s e S t u d i o F ou r ad d i t i o n a l W o r k G r o u p me e t i n g s • De v e l o p m e n t a n d r e f i n e m e n t o f a l t e r n a t i v e c o n c e p t u a l p l a n s a n d a r c h i t e c t u r a l re n d e r i n g s … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … . . . $ 8 , 3 4 0 • Re f i n e m e n t o f g u i d i n g p r i n c i p l e s f o r 4 4 t h / F r a n c e … … … …… … … … … … … … . . 2 , 0 0 0 • Su b - T o t a l … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … . . $ 1 0,340 Ec o n o m i c De v e l o p m e n t Se r v i c e s On e Wo r k G r o u p me e t i n g • Ou t r e a c h t o a d d i t i o n a l p r o p e r t y o w n e r s … … … … … … … … … … … … … …… … … . . . $ 2 2 0 • Pr e p a r a t i o n f o r a n d a t t e n d a n c e a t W o r k G r o u p m e e t i n g… … … … … … … … . 1 , 2 8 0 • Su b - T o t a l … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … . . . . … $1,500 Za n A s s o c i a t e s Fi v e a d d i t i o n a l W o r k Gr o u p m e e t i n g s • Pr e p a r a t i o n f o r a n d a t t e n d a n c e a t f i v e a d d i t i o n a l m ee t i n g s … … … . . . . . . . . . $ 3 , 8 0 0 • Co m m u n i t y s u r v e y ( d e s i g n , t e s t , c o l l e c t , a n a l y z e , d o c u me n t ) … … … … . … 4 , 8 0 0 • St r a t e g y s e s s i o n s w i t h c o - c h a i r s ( p h o n e a n d i n - p e r s on ) … … … … … … … . . … 1 , 5 0 0 • Fl y e r s … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … . . … . 7 1 2 • Ad d i t i o n a l b o a r d s a n d h a n d o u t s f o r f i v e W o r k G r o u p m ee t i n g s … . … … . . . . 6 0 0 • Su b - T o t a l … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … . … $ 11,412 • Gr a n d T o t a l … … … … … … … … … … … … … … … … … … … … … … … … … … . … … … … … … … … … . . $28,367 Mr . C a r y T e a g u e Ma r c h 1 4 , 2 0 1 8 Pa g e 3 Ca t e g o r y 2 : A n t i c i p a t e d T a s k s w h e r e A d e q u a t e T i m e an d R e s o u r c e s w e r e n o t A l l o c a t e d Co n s u l t a n t Te a m Me m b e r Wo r k T a s k Ex p l a n a t i o n Budget Overrun Bi k o As s o c . • Ci t y - W i d e K i c k - O f f M t g • Tw o h o u r s w e r e a l l o c a t e d ( $ 2 3 2 ) . E i g h t h o u r s w e r e sp e n t ( $ 9 2 8 ) . $696 Bo l t o n & Me n k • Ci t y - W i d e K i c k - O f f M t g • A t o t a l o f 8 h o u r s w e r e a l l o c a t e d ( $ 5 6 0 ) . T w e l v e h ou r s w e r e s p e n t ( $ 1 , 1 2 0 ) . $560 Co r n e j o Co n s u l t i n g • Ci t y - W i d e K i c k - O f f M t g • A t o t a l o f 2 h o u r s w e r e a l l o c a t e d ( $ 2 5 0 ) . F o u r h o u rs w e r e s p e n t ( $ 5 0 0 ) . $250 Ec o n o m i c De v e l o p S e r v . • Ci t y - W i d e K i c k - O f f M t g • A t o t a l o f 2 h o u r s w e r e a l l o c a t e d ( $ 2 5 0 ) . S i x h o u r s w e r e s p e n t ( $ 7 5 0 ) $500 Za n A s s o c i a t e s • De v e l o p m e n t o f bo a r d s a n d h a n d o u t s • Ci t y - W i d e K i c k - O f f Me e t i n g • 44 t h / F r a n c e Co m m u n i t y M e e t i n g s • 44 t h / F r a n c e W o r k Gr o u p M e e t i n g s 1 , 2 , an d 3 • Co m p P l a n n i n g 1 0 1 • Th e a m o u n t s b u d g e t e d f o r b o a r d s a n d h a n d o u t s w e r e $ 80 0 a n d $ 6 0 0 , r e s p e c t i v e l y , $ 1 , 4 0 0 i n to t a l . W i t h c o m p l e t i o n o f t h e t h i r d c o m m u n i t y m e e t i ng f o r 4 4 t h / F r a n c e a n d t h e f i r s t c o m m u n i t y me e t i n g f o r 7 0 t h / C a h i l l , $ 3 , 6 0 0 h a d b e e n s p e n t p r o d u ci n g b o a r d s a n d h a n d o u t s . • Ti m e a l l o c a t e d t o t h i s t a s k w a s 1 2 h o u r s , a n d t h e a l lo c a t e d b u d g e t w a s $ 1 , 0 2 0 . T h i s am o u n t w a s e x h a u s t e d w i t h j u s t s t a f f a t t e n d a n c e a t th e m e e t i n g ( 3 p e o p l e , 2 h r m e e t i n g , pl u s s e t u p a n d t e a r d o w n ) . B u t , i n a d d i t i o n t o s t a f f i ng t h e m e e t i n g , w e w e r e a s k e d t o pr e p a r e m e e t i n g a c t i v i t i e s , p o s t e r b o a r d s , c o m m e n t f or m , a n d c o n t r i b u t e t o t h e pr e s e n t a t i o n , a l l o f w h i c h r e q u i r e d a h i g h a m o u n t o f g r a p h i c s p r o d u c t i o n t i m e ( 4 0 p l u s ho u r s a n d $ 4 , 6 2 0 . • 44 t h a n d F r a n c e C o m m u n i t y M e e t i n g s 1 , 2 , a n d 3 r e q u i r ed m o r e e f f o r t t h a n w a s bu d g e t e d . Z a n w a s b u d g e t e d a t o t a l o f 5 h o u r s f o r ea c h m e e t i n g ( $ 3 2 5 p e r m e e t i n g ) . T h i s am o u n t o n l y c o v e r e d a t t e n d a n c e / p a r t i c i p a t i o n f o r t w o p e o p l e , b u t , i n a d d i t i o n , t h e me e t i n g s i n c l u d e d g r o u p e x e r c i s e s a n d p r e p a r a t i o n o f s u m m a r y r e p o r t s t h a t w e r e di s t r i b u t e d t o t h e W o r k G r o u p , s t a f f , a n d e v e n t u a l l y t h e c o m m u n i t y . T h e s e m e e t i n g s re q u i r e d 2 0 h o u r s e a c h a n d $ 1 , 3 0 0 p e r m e e t i n g . • Th e a m o u n t b u d g e t e d f o r t h e f i r s t t h r e e W o r k G r o u p me e t i n g s w a s 1 0 h o u r s e a c h f o r a t o t a l o f 30 h o u r s ( $ 2 , 8 5 0 ) . A c t u a l t i m e s p e n t o n e a c h o f t h e se m e e t i n g s w a s 2 0 h o u r s e a c h a n d $ 1 , 1 4 0 ea c h . • Ta s k 1 - 6 ( d ) – c h a n g e d f r o m i n t e r v i e w s w i t h c i t y s t a ff a n d c o m m i s s i o n s t o a p r e s e n t a t i o n a n d wo r k s h o p w i t h c o m m i s s i o n s . T h i s c h a n g e i n a p p r o a c h l e d t o a d d i t i o n a l e f f o r t f o r t h e p r e p a r a t i o n of m e e t i n g m a t e r i a l ( e . g . , P P T , p a r t i c i p a n t p a c k e t , e tc . ) . • Su b - T o t a l … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … ……. $2,2 00 $3,600 $2,925 $2,850 $720 $12,295 • Gr a n d T o t a l … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … ……………. $14,30 1 Mr. Cary Teague March 14, 2018 Page 4 As project manager, I instructed consultant team members to spend the amount time required and to incur necessary project-related expenses in order to ensure the production and delivery of high quality products. As shown on the previous page, these overruns total $14,301. Implications 70th/Cahill Small Area Plan: The 70th/Cahill Work Group held its 12th meeting on Thursday March 8, 2018; nine meetings more than were anticipated. The Work Group additionally added two work items that were not included in the original scope of work; interviews with property owners and a survey that was administered to business owners/operators. These additions to the 70th/Cahill work program have resulted in $16,555 in budget overruns. 50th/France Small Area Plan: With the 50th/France small area planning process beginning on March 23, the day after the draft 70th/Cahill Small Area Plan is submitted for its initial review, the consultant team wants to proactively address what will more than likely be the same as 44th/France and 70th/Cahill. In planning ahead, the consultant team has determined that additional work efforts will include: • 10 Work Group meetings instead of the number allocated in the original proposal. • More extensive engagement with property owners and the existing business association than was required at 44th/France and 70th/Cahill. • More rigorous efforts will be required to address urban design and architectural issues than were required at 44th/France and 70th/Cahill. The consultant team has also made a change in its approach to Work Group meetings that will reduce the overall impact of additional meetings on the budget. Dan Edgerton (with Zan) is no longer attending all the Work Group meetings and is only involved in those meetings where the Work Group is planning for the Community Meetings.1 The second factor that will reduce the severity of budget impacts is that many of the boards created by Zan during Phase 1 and Phase 2 can be used in future Community Meetings, both for 50th/France. Summary Based on experiences with two of the three Small Area Plan Work Groups, the budget modification request to complete the small area plans takes into account additional time required to: • Engage with Work Group co-chairs to plan and coordinate Work Group activities • Prepare for and attend an increased number of Work Group meetings. Three Work Group meetings were scoped. The 44th/France Work Group met eight times, and the 70th/Cahill Work 1 Dan Edgerton was extensively involved in each Work Group meeting for 44th/France. He assumed responsibility for preparing all meeting minutes and Community Meeting Summaries. Mr. Cary Teague March 14, 2018 Page 5 Group has met 12 times. It is anticipated that the 50th/France Work Group will meet 10 times • More thorough engagement with property owners and business operators in the small area plan study areas • Spend more time than originally anticipated during the Work Group’s document review and revision processes2 • Assist three Work Groups with their presentations to the CPTF • Prepare for and attend six Public Hearings (three before the Planning Commission and three before the City Council) The impact of these additional efforts is $40,183, which are detailed as follows: • $4,523 additional to complete the 44th/France SAP • $16,655 to complete the 70th/Cahill SAP3 • $19,005 to complete the 50th/France SAP 2. Complete City-Wide Comprehensive Plan Update: Review of the current contract showed that tasks have been added to the consultant’s scope of work that were not anticipated when the project began. Specifically these tasks involve consultant team engagement with the City’s Commissions and staff liaisons to the Commissions. Already, work tasks were added where the consultant team developed “Tool Boxes” for the Commissions and met with staff liaisons. These activities were not in the contract between Biko Associates and the City. A significant amount of time will be spent this spring where consultant team members will attend and participate in the CPTF work sessions when members of the Commissions will present findings from their analyses of goals and policies. Additionally, no time was allotted for consultant team members to follow-up these meetings with the staff liaisons. An additional $7,500 is needed for these elements of the budget. 3. Complete Public Engagement Activities As stated in my January 20, 2018 memorandum, adequate time and resources to complete the public engagement program were never available in the project’s budget. With submission of Invoice 8, 2 Each Work Group selects and implements its own process for reviewing and revising the preliminary and final draft small area plan documents. The Work Group for 44th/France used Google.doc. The 70th/Cahill Work Group will use a spreadsheet process developed by Susan Lee. 3 The 70th/Cahill SAP does not include three dimensional architectural renderings like those that were prepared for the 44th/France SAP. Approximately $5,000 of the total for 44th/France was for architectural renderings. Mr. Cary Teague March 14, 2018 Page 6 $29,512.50 of the total $30,280.00 budget for public engagement had been spent. With submission of Invoice 12, the public engagement line item was approximately $9,350 in the red. Completion of the public engagement program will include the following activities: • Organization, arrangements and facilitation of three “Pop-Up” events to be held at three locations where the public gathers (e.g., shopping center, farmer's market, grocery store, Art Fair, etc.) • Preparation for and attendance at two of the remaining three Work Group meetings at 70th/Cahill • Facilitation of the third 70th/Cahill Community Meeting • Preparation of Summary Reports for 70th/Cahill Community Meeting 2 and 3 • Preparation of the Community Involvement chapter of the 70th/Cahill Small Area Plan • Preparation for and attendance at six of the nine 50th/France Work Group meetings • Facilitation of three 50th/France Community Meetings • Preparation of Summary Reports for each of the three 50th/France Community Meetings • Preparation of the Community Involvement chapter of the 50th/France SAP • Preparation of the Community Involvement chapter of the City-Wide Comprehensive Plan Update • Organization, arrangements and facilitation of the final Open House meeting • Collaboration with Biko Associates in the preparation of the Transportation chapter of the City- Wide Comprehensive Plan Update The budget need for this work is $15,720. 4. Complete Greater Southdale District Plan The work program to complete the Greater Southdale District Plan did not include adequate time to address transportation issues. It was originally felt that Architectural Field Office would address transportation issues but it has become obvious that a more focused approach will be required to provide insights into parking, multi-modal accessibility and on-site circulation, and transit. In addition, a level of coordination will be required between the Biko Associates consultant team and WSB, which is working on the regional transportation plan. The budget needed for this work is $3,500. 5. Complete Grandview Small Area Planning The Biko Associates consultant team has prepared a proposal to complete planning, documentation, and community engagement activities for the Grandview small area. To date work completed for the Grandview small area includes: • In Process --- Updates on transportation, water utility, sanitary sewer, market research, and sustainability (by end of April 2018) • Grandview Green Development Schedule (from Katie Clark-Sieben) --- Implementation timeline for Grandview, 2017-2022 Mr. Cary Teague March 14, 2018 Page 7 • Grandview Green Feasibility Study (AFO, Kimley Horn, ERA, Bruce Jacobson, JLL) (May 12, 2017) --- Concepts for street configurations and public realm, highway lid, development opportunities and scale, financial assumptions • Grandview Transportation Study (LHB, Nelson Nygaard, Alta) (Aug 31, 2016) --- Street, bicycle, pedestrian, and transit improvements within context of proposed redevelopment • Grandview District Development Framework (by Cuningham, Close, HR Green, CDG, Springsted) (rev April 5, 2012) --- Small area plan for Grandview, covering vision, land use, development concepts, public realm, transportation, sustainability, implementation strategy • Public Works Site Small Area Guide Process (Dec 21, 2010) --- Presentation on small area guide plan process, with recommendation to proceed with full small area plan prior to making decision on Public Works site • Grandview District Report (by Cary Teague) (Nov, 2010) --- Summary of Small Area Guide Plan process, that led to adoption of seven guiding principles for the area The work program consists of eight tasks that will be implemented to bring the project to a close with a Public Hearing before Council in November: • Task 1: Planning Review and Synthesis (March-April) • Task 2: Land Use and Development Plan (April-June) • Task 3: Transportation Plan (April-June) • Task 4: Economic Competitiveness Plan (April-June) • Task 5: Environment, Parks, and Community Facilities Plan (May-June) AFO • Task 6: Draft Plan (June-July) Task 7: Open House 1 (June) • Task 8: Open House 2 (July) Timeline • March 6: City Council for approval of small area plan budget • March 28 Planning Commission: present work plan • April: Stakeholder workshop • June Open House #1: present draft small area plan • July Open House #2: present final small area plan • October Public Hearing Planning Commission • November Public Hearing City Council The budget needed for this work is $20.172. 1 196862v1 FIRST AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this 20th day of March, 2018 by and between the CITY OF EDINA, a Minnesota municipal corporation ("City") and BIKO ASSOCIATES, INC., a Minnesota corporation ("Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. AMENDMENT. The City and Consultant entered into a Professional Services Agreement dated January 18, 2017 to prepare and complete the City’s 2018 Comprehensive Plan (“Agreement”). The Agreement shall remain in full force and affect except as amended by this First Amendment. 2. CONTRACT DOCUMENTS. Paragraph 2 of the Agreement is amended by adding the following contract document: D. Memorandum dated March 12, 2018 from Consultant to Cary Teague titled Budget Amendment Request. In the event of conflict among the provisions of the Contract Documents, the order in which they are listed in the Agreement and above shall control in resolving any such conflicts, with Contract Document “A” having the first priority and Contract Document “D” having the last priority. 3. COMPENSATION. Paragraph 3 of the Agreement is amended to provide: Based upon the Budget amendment, the City shall pay the Consultant and the Consultant shall accept as payment an additional payment of Eight Five Thousand seventy five and no/100 Dollars ($87,075.00) for a total payment of Two Hundred Seventy-four Thousand Nine Hundred Fifteen and no/100 Dollars ($276,915.00), inclusive of reimbursables, taxes and all other charges (the “fee”). This fee shall not be adjusted if the estimated hours to perform a task, the number of required meetings, or any other estimate or assumption are exceeded. The City shall make payments on the basis of work performed upon receipt of an invoice from the Consultant. 2 196862v1 Dated: __________________, 2018. CITY OF EDINA BY: _________________________________ James Hovland, Mayor BY: _________________________________ Scott Neal, City Manager Dated: __________________, 2018 BIKO ASSOCIATES, INC. BY: _______________________________ Name:____________________________ Title:_____________________________ Date: March 20, 2018 Agenda Item #: IV.D. To:Mayor and City Council Item Type: Request For Purchase From:Jennifer Bennerotte, Communications & Technology Services Director Item Activity: Subject:Request for Purchase: Redesign of Employee Extranet, "Edinet" Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the Professional Services Agreement with Creative Arcade for the redesign of the City of Edina's employee extranet, "Edinet," for $42,500, plus $1,900 per year for hosting and maintenance. INTRODUCTION: The City of Edina’s employee extranet, Edinet, is employees’ primary source of information. T he site includes information and resources for employees to do their jobs and stories and updates to connect them with one another. The site was launched in 2012 and currently includes between 425 and 440 pages. The website is scheduled to be redesigned in 2018. A redesign of the site is much needed, as the technology used to create the site is dated and, at times, unstable. Among other things, employees can expect the new website to have a simplified design, streamlined content and be fully responsive on mobile devices. T he site will be hosted in a secure environment and will launch on or before April 1, 2019. ATTACHMENTS: Description Request for Purchase Professional Services Agreement with Creative Arcade Creative Arcade Proposal City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: March 20, 2018 To: City Council Members From: Jennifer Bennerotte, Communications & Technology Services Director Subject: Redesign of Employee Extranet, “Edinet” Purchase Subject to: ☒List Quote/Bid ☐State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget Creative Arcade, $42,500 for redesign, plus $1,900 per year for hosting and maintenance. Information/Background: The City of Edina’s employee extranet, Edinet, is employees’ primary source of information. The site includes information and resources for employees to do their jobs, and stories and updates to connect them with one another. The site was launched in 2012 and currently includes between 425 and 440 pages. The website is scheduled to be redesigned in 2018. A redesign of the site is much needed, as the technology used to create the site is dated and, at times, unstable. Among other things, employees can expect the new website to have a simplified design, streamlined content and be fully responsive on mobile devices. The site will be hosted in a secure environment and will launch on or before April 1, 2019. Finalists for the 2017 public website redesign were asked to submit proposals for the Edinet redesign project. The City’s vendor for the public website, Civic Plus, did not submit a complete proposal, which requires custom development for such things as a staff directory and on-call schedule module and the ability to show or hide content based on an employee group. (While Civic Plus excels in development of its core product, it offers little to no customized development of its websites without the use of third-party vendors.) Date Bid Opened or Quote Received: Bid or expiration Date: Jan. 1, 2018-Feb. 15, 2018 Company: Amount of Quote or Bid: Creative Arcade Jesse James Creative Vision $42,500 + $1,900/year $35,000 + $6,000/year + hosting by LOGIS $35,600 + $7,728/year Recommended Quote or Bid: Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Jesse James Creative (JJC) is the City’s current developer for Edinet. The City has not enjoyed a successful working relationship with JJC and staff does not recommend working with them on this project. Of the two other vendors, staff believes Creative Arcade to be best suited for the project, offering a non-proprietary solution. Creative Arcade will deliver a fully customized site with the ability for future custom development. Creative Arcade will build the site using Wordpress, a widely used content management system, giving the City the ability to seek development support from additional companies, if needed. Additionally, Wordpress has a wide user-base, which will help in staff training as some employee web authors will likely have previous experience with the Wordpress platform. Based in Duluth, Minnesota, the Creative Arcade team has years of experience providing design and marketing across many mediums in many different industries. Other government clients include Saint Louis County, Minnesota; University of Virginia in Charlottesville, Virginia; University of Missouri in Columbia, Missouri; and Hermantown Schools in Hermantown, Minnesota. Creative Arcade’s web development process includes six steps: • Kickoff Immersion, Input and Conversation • Content Strategy Development and Migration Strategy • Template Design and Production • Site Production • Pre-Launch • Launch/Post Launch In addition to the Communications & Technology Services Department, Creative Arcade will work closely with the Public Information Team Crew (PIT Crew) and other employee groups to develop a site that best meets the needs of employees and their managers. All estimates were within budget, as $50,000 was earmarked for this project. Page 3 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact The project will be paid for out of the General Fund, where $50,000 was budgeted for the project. The new website will be hosted by Creative Arcade for $400 per year. Creative Arcade will also provide maintenance and support for $125 per month through a monthly maintenance agreement. There will be some cost savings for hosting and support, since the current site is hosted by LOGIS for $175 per month and JJC offering maintenance support for $500 per month. It is anticipated that the site will need to be redesigned again in the next four to six years to keep up with advances in technology and modern design. Environmental Impact This project will use about the same energy as the current employee extranet. Community Impact This project is for the benefit of City employees. A good employee extranet will help employees to better serve the public and meet the City Council’s 2018-2019 budget goal of “maintaining service levels that best meet the needs of the community.” 196825v1 1 PROFESSIONAL SERVICES AGREEMENT AGREEMENT made this ________ day of ___________________, 2018, by and between the CITY OF EDINA, a Minnesota municipal corporation ("City") and CREATIVE ARCADE L. L. C., a limited liability company existing under the laws of the State of Minnesota ("Consultant"). IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS: 1. SCOPE OF SERVICES. The City retains Consultant for Employee Website Redesign, Development and Implementation of the Website and annual hosting/maintenance in accordance with the Contract Documents. The site is to be password protected and integrated with Active Directory for employee sign on, feature a unique design and a minimum of the following features: • Customized staff directory • Customized on-call module • Customized anniversary module • Customized birthday module • “Classified ad” customized module • Ability to show or hide content based on employee group • Dynamic photo gallery The project is to include migration of the current site’s content to the new one. 2. CONTRACT DOCUMENTS. The following documents shall be referred to as the "Contract Documents," all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Professional Services Agreement; and B. Consultant’s Proposal dated January 29, 2018 – Redesign and development of a new extranet (Edina) for the City of Edina, Minnesota. In the event of conflict among the provisions of the Contract Documents, the order in which they are listed above shall control in resolving any such conflicts. Contract Document “A” has the first priority and Contract Document “B” has the last priority. 3. COMPENSATION. The City shall pay the Consultant and the Consultant shall accept as payment Forty-two Thousand Five Hundred and no/100 Dollars ($42,500.00), inclusive of reimbursable taxes and all other charges (the “fee”). This fee shall not be adjusted if the estimated hour to perform a task, the number of required meetings, or any other estimate or assumption is exceeded. The City shall make payments on the basis of work performed upon receipt of an invoice from the Consultant. Payment shall be made by the City within thirty-five (35) days of receipt of an invoice, unless the invoice is disputed. 196825v1 2 4. MAINTENANCE SERVICES. Consultant shall provide the City with maintenance services for the first ninety (90) days after launch, the cost of which is included in the price set forth in Paragraph 3 above. The City may thereafter continue the maintenance services with Consultant by entering into a separate maintenance agreement with Consultant. The annual fee for continued maintenance services is One Hundred Twenty-five and no/100 Dollars ($125.00). 5. COMPLETION DATE/LIQUIDATED DAMAGES. A. The Consultant’s work under this Agreement must be completed on or before April 1, 2019. B. Consultant and Owner recognize that time is of the essence of this Agreement and that City will suffer loss if the Work is not completed by April 1, 2019. The parties also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by City if the Work is not completed on time. Accordingly, instead of requiring any such proof, City and Consultant agree that as liquidated damages for delay (but not as a penalty), Consultant shall pay Owner One Hundred and no/100 Dollars ($100.00) for each calendar day after April 1, 2019. Notwithstanding the foregoing, Consultant shall not be subject to the damages contained in this provision for any delay caused in whole or in part by the City. 6. OWNERSHIP. All reports, plans, models, software, diagrams, analyses, and information generated in connection with performance of this Agreement shall be the property of the City. The City may use the information for its purposes. The City shall be the copyright owner of the website design to the extent such design was developed pursuant to this Agreement. The City shall have all common law, statutory and other reserved rights, in addition to the copyright. The City shall not acquire any ownership interest in any intellectual property (including but not limited to reports, plans, models, software, diagrams, analyses, and information) that was owned by Consultant prior to the execution of this Agreement. 7. CHANGE ORDERS. All change orders, regardless of amount, must be approved in advance and in writing by the City. No payment will be due or made for work done in advance of such approval. 8. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services to be provided. 9. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill, and diligence in the performance of the services as is ordinarily possessed and exercised by a professional consultant under similar circumstances. No other warranty, expressed or implied, is included in this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of Consultant’s services. 196825v1 3 10. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its officers, agents, and employees, of and from any and all claims, demands, actions, causes of action, including costs and attorney's fees, arising out of or by reason of the execution or performance of the services provided for herein and further agrees to defend, at its sole cost and expense, any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising hereunder. 11. INSURANCE. Consultant shall secure and maintain such insurance as will protect Consultant from claims under the Worker’s Compensation Acts, and from claims for bodily injury, death, or property damage which may arise from the performance of services under this Agreement. Such insurance shall be written for amounts not less than: Commercial General Liability $1,000,000 each occurrence/aggregate Professional Liability $1,000,000 each claim The City shall be named as an additional insured on the general liability policy. Before commencing work, the Consultant shall provide the City a certificate of insurance evidencing the required insurance coverage in a form acceptable to City. 12. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not an employee of the City and is free to contract with other entities as provided herein. Consultant shall be responsible for selecting the means and methods of performing the work. Consultant shall furnish any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent that Consultant or any of Consultant's agents or employees are in any manner agents or employees of the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own FICA payments, workers compensation payments, unemployment compensation payments, withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 13. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. Consultant shall comply with Minnesota Statutes § 471.425. Consultant must pay subcontractor for all undisputed services provided by subcontractor within ten (10) days of Consultant’s receipt of payment from City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of a month to subcontractor on any undisputed amount not paid on time to subcontractor. The minimum monthly interest penalty payment for an unpaid balance of One Hundred and no/100 Dollars ($100.00) or more is Ten and no/100 Dollars ($10.00). 14. CONTROLLING LAW/VENUE. This Agreement shall be governed by and construed in accordance with the laws of the State of Minnesota. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Hennepin County 15. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it 196825v1 4 applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created, collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes § 13.08, as if it were a government entity. In the event Consultant receives a request to release data, Consultant must immediately notify City. City will give Consultant instructions concerning the release of the data to the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall survive the cancellation or termination of this Agreement. 16. COPYRIGHT. Consultant shall defend actions or claims charging infringement of any copyright or software license by reason of the use or adoption of any software, designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom. 17. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract requires, or the Consultant desires, the use of any design, devise, material or process covered by letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and hold harmless the City from any and all claims for infringement by reason of the use of any such patented designed, device, material or process, or any trademark or trade name or copyright in connection with the services agreed to be performed under the Contract, and shall indemnify and defend the City for any costs, liability, expenses and attorney's fees that result from any such infringement. 18. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising herein, without the written consent of the other party. 19. WAIVER. Any waiver by either party of a breach of any provisions of this Agreement shall not affect, in any respect, the validity of the remainder of this Agreement. 20. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. This Agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter hereof, as well as any previous agreements presently in effect between the parties relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the provisions of this Agreement shall be valid only when expressed in writing and duly signed by the parties, unless otherwise provided herein. 21. TERMINATION. This Agreement may be terminated by the City for any reason or for convenience upon written notice to the Consultant. In the event of termination, the City shall pay the Consultant for completed work. Dated: __________________, 2018. CITY OF EDINA 196825v1 5 BY: _______________________________ James Hovland, Mayor BY: ________________________________ Scott Neal, City Manager Dated: __________________, 2018. CREATIVE ARCADE L. L. C. BY: _______________________________ Its: _______________________ REDESIGN AND DEVELOPMENT OF A NEW EXTRANET (EDINET) FOR THE CITY OF EDINA, MINNESOTA A proposal prepared by Creative Arcade January 29, 2018 January 29, 2018 Jennifer Bennerotte and the City of Edina, Minnesota, Thank you for the opportunity for Creative Arcade to be considered in assisting the City of Edina with the redesign and development of its employee extranet. We are excited about sharing our collaborative interactive experience, design, and development capabilities with your team. Creative Arcade is a design and marketing company from Duluth, Minnesota with years of experience in design, marketing and advertising across many mediums. More importantly, we have a deep and thorough understanding of the process involved in providing the best quality website (extranet) and online strategies on time, on budget, all the time. When we combine that knowledge with our talented team, we believe we are an ideal fit for the City of Edina. Thank you again for this opportunity. Sincerely, Jeff Ruprecht, Partner/Interactive Director jeff@creativearcade.design 218-393-3151 Creative Arcade 371 Canal Park Drive Suite 212 Duluth, MN 55802 www.creativearcade.design Phil Davidson, Partner/Creative Director phil@creativearcade.design 218-390-3452 General Qualifications We Are Creative Arcade We are extremely excited to be given the opportunity to share with your team, our company, Creative Arcade. We are a design and marketing studio based in Duluth, Minnesota with many years of experience in many industries who believe in the power of play. Play in the sense of having fun and exploring new ideas and experiences that allows us the chance to create undeniable connections in our work. We work with our clients to outsmart the competition, not outspend them. With so many tactical ways to share your unique stories and promote your collective brands, we identify ways to use the marketing tools available in ways that not only get results, but utilize your marketing dollars in better ways. Our team of 5 is always providing the best design and marketing for our clients. As of this time we don’t anticipate any subcontractors unless deemed to be a need when we begin work. We have many vendors to provide other services like content writing, photography, videography etc and are used to using outside vendors as needed. We provide the services you would expect, and always with dedication and a smile. Technical Approach Creative Arcade uses the web as our preferred business development channel to engage with customers and, in this case, visitors to the City of Edina extranet. We work with our clients to plan the best system for their specific needs, create that system for them, and then work with them on a regular and ongoing basis to make sure they are deriving the most value from the system. You need the right plan, the right technology, and the right guidance to make sure you’re making the most of your investment. Our team and the City of Edina team will work together to put the right technology in place to gain the best outcome. In this case, we believe a WordPress based solution will be the best platform for many reasons including: • open source • ease of use by content managers • extended functionality • cost The development process is, generally, the same with any web development company. The difference is in understanding the people who use the site, how and why they use the site and providing the right tools to help the city’s employees work efficiently. Our Web Development Process One of the benefits of working with a smaller design and marketing studio like Creative Arcade is that all projects will be touched by a smaller group of people and process is maintained. Hypothetically, the following type of process would be followed assuming that most items will be provided: • Kickoff immersion, input and conversation • Project enters our online traffic software which ensures deadlines/ milestones are met and accounted for. • Specific timelines and other questions are determined and agreed upon • Needs Analysis (where applicable) • Content Strategy Development and Migration Strategy • New Site Architecture • User Experience • Template Design & Production • Develop Design • Develop Visual Standards • Wireframes & Validation • Site Production • Content Management System (CMS) • Cross Browser and Device Compatibility • Web Analytics • Pre-Launch • Quality Assurance Testing • Proofreading • Determine launch strategy • 301 Redirects put in place • Launch/Post Launch • Quality Assurance • Reporting • Maintenance Understanding the Scope What we can provide From our backgrounding meeting and dive into the back-end of the current extranet, we understand that the City of Edina seeks a usable and scalable extranet built with a CMS that represents the city well and promotes the unique opportunities, attributes, and assets of Edina to its employees. We understand that the city of Edina would like to: 1) Desires to keep the main employee directory and features in the new extranet where possible. 2) Would like to keep features that allows recognition of anniversaries/birthdays and other types of “fun” features in the new design. 3) Would like the tone of voice explored and open to ideas on how to keep this consistent over time. 4) Is open to new ideas as it pertains to mobile functionality and if/when content is shared between public-facing website and the extranet. 5) Re-imagine and design a new, responsive/mobile friendly extranet that builds upon the past successes of the current extranet Content Development and Migration Strategy We are prepared to audit and identify the content strategy which may or may not include current content and elements from the current iteration. Through the process we will define aspects of your content strategy in the form of types of content, structure, and calls to action. We will create a content strategy matrix to document the details of your content marketing plan, including your personas, the stages of the buying cycle, your platforms, your writers, the delivery dates for the email blasts for the different content types, and writing deadlines. This plan isn’t an editorial calendar, it’s a time based, structured system for managing the production and migration of content in the new site. Develop Visual Standards The creative development phase of your project can begin almost simultaneously with site architecture and user interface. After our initial kickoff sessions, we’ll have gathered enough information to begin creating. Through this process, we expect to work with you in a manner that will take you through our entire visual web design process. Template Design & Production We will begin the process of layout creation by designing an interior page template, most likely a critical content page showing modular content functionality or a product detail page. Our goal is to start by applying the approved visual language from the mood board to the most complex template in order to best visualize the creative direction we are taking. We expect 2-3 rounds of revisions in order to fully resolve the application of this direction and the visual design of global elements. Following the approval of the first layout, we will present 2-3 other example sub-page templates and follow the same 2-3 rounds of revisions. Once the key sub-page templates are resolved, we will create a style-guide to cover visual implementation of any pages not specifically addressed in this process. Finally, we will show a homepage layout and follow it with 2-3 rounds of revisions. Our creative production approach is to start with the interior of the site, establish the supporting visual structure, and cover all the remaining details as we work our way out. Composition Files The creative production process will be documented in the form of layered Photoshop files. These files are used by our programmers during the production phase. Afterward, we will provide you with copies of these files for your use, should there be any need moving forward. Wireframes & Validation An innovative and proven process in working with Creative Arcade is the development of the interactive wireframe via Adobe XD. This prototype replaces traditional wireframes as it becomes a working prototype. The deliverable is a series of linked elements in Adobe XD such as site pages, templates, navigation elements, and functional page elements. It does not contain the final content that your website will contain. Instead, it documents the types of content your site will contain. In fact, we don’t write any content nor do we add any content to your site once it’s built. Content Management System (CMS) The content management system provided in the development of the website is a powerful tool. It will provide the high-end results needed in maintaining and integrating with the power of WordPress, while being intuitive for those who will be maintaining it. Cross Browser and Device Compatibility We cannot guarantee that the site will be 100% compliant to every last W3C, WAI, and ADA requirement, but can guarantee that the site will be identical cross-browser and cross platform in current browsers at the time the site is built. Additionally, the site’s text will be scalable to be legible by those that are visually impaired. We currently support the most recent HTML5 versions of Safari, Chrome, Firefox, and Internet Explorer. QA is the process of testing the site, discovering bugs, and documenting them. During this stage we will be thoroughly testing the site to make sure the functionality is in line with the prototype spec, the visual design is in line with the PSD files, and that the site is rendering properly on all current browsers and supported mobile devices. We will also be enlisting your help during this stage. Once we have performed our QA tasks, we ask that you also put the site through your own round of QA, again for the purpose of benefiting from multiple perspectives. Web Analytics Websites created and built with CA integrate with Google Analytics. In the training session(s) these tools will be covered and become a great resource for those maintaining the site over time. Site Production During this stage we will be programming the actual site. At the end of this stage the site will be functionally and visually complete, and it will be ready for content entry via the CMS. Responsive Design We will work with you to create a grid-based site that will responsively scale to three dimensions (full screen, tablet, and phone). We will discuss how the basic site elements will breakout during the prototyping stage, and then you will illustrate that breakout in your designs. We don’t expect to be creating three versions of each template, but rather to have an agreed-upon way the standard site elements will react to the three different screen sizes. We currently support all iOS devices and the primary Android release. Although we are only initially optimizing for the above devices, the site should gracefully degrade to other variations of Android, and at least be functional on those devices. Content Integration Creative Arcade will train your team to input content into the CMS, but the initial content deployment will be added and formatted before launch by Creative Arcade. SEO Our sites are built to be easily indexable by search engines. We give each client the ability to edit the H1 tag, title tag, URL, meta description, and meta keywords on each page. As part of the CMS training, we will train you on how to best use the editable page elements to make each page as attractive as possible to search engines. Quality Control Creative Arcade will ensure performance through adequate management, supervision, review and control of the process from start to launch. We do this in collaboration with our clients. Our project management will always involve one of the principals and project manager. With a smaller group of experienced professionals, keeping a project moving while details are being implemented is much easier. Project Management We use online project management software to help ensure that projects and the details involved are always living in the cloud. This allows reliability, ease of use from anywhere and keeps files in a place that can be recovered very easily. Our project management software is called Flow and access from the city staff can be implemented. This will ensure that milestones are met and accounted for. Timesheets The time that is put into every project is recorded in our online timesheet software and the details of the work performed is detailed in every entry. This allows us to keep on track with time and budget. Reporting becomes very easy when it comes to the amount of time and the tasks performed during the life of the project. File Management Creative Arcade hosts all client files in the cloud via Dropbox. This keeps files at everyone’s fingertips and keeps files in a place that is safe. FTP access is always a part of our development process in some form. Special FTP access can be provided and/or other forms of file management and storage via Dropbox or equivalent is available in the sake of working together and with outside vendors. Training/Maintenance Creative Arcade will train those from the city who will be adding and maintaining content. CA realizes that beyond launch, there will be questions and times where help may be needed. We provide a monthly maintenance package which allows a small amount of time per month to use for questions, updates to the backend, analytics reporting and more. Many CMS’s will need continuous updates and maintenance to run at their best. The monthly maintenance agreement will help with peace of mind, but is not required if the City of Edina team would like to take on this maintenance work. Reporting Understanding Google Analytics and what specific numbers matter is important in the efforts being set forth. Cross examining with other tools can open up other insights into whether the content and the target users are aligning with long term goals. Creative Arcade is prepared to help understand and project findings into action items to improve upon as the site is used over time. Expertise of Company Expertise of Company, Including Qualifications and Expertise of Personnel Phil Davidson Partner/Creative Director phil@creativearcade.design 218-390-3452 Phil has over 15 years of graphic design and marketing experience in many industries including healthcare, education, athletics, and tourism. Creative direction, art direction and design is his specialty. He believes in getting to the core of the message and executing in a simple way to allow markets to understand. Phil is a graduate of Bemidji State University with a degree in Graphic Design. He has worked for a variety of larger agencies before starting Davidson Creative in 2012 and now Creative Arcade. Jeff Ruprecht Partner/Interactive Director jeff@creativearcade.design 218-393-3151 Jeff has over 20 years of design and marketing experience in many industries including healthcare, education, tourism and retail. Although starting out professionally as a print designer, he has been mainly focused on online marketing for over 16 years in web design/development, social media and digital placement. He leads clients in learning who their online target markets and personas are, developing the user experience that best reaches the target user base and organizational goals. Like anything, the best preparation leads to the best functionality, design, development and experience online. Jeff is a graduate of the University of Minnesota - Duluth in Graphic Design. He has worked for a variety of larger agencies, fashion retail giant Maurices and has extensive experience in interactive/online design and marketing. Creative Arcade also tailors its execution by working with expert outside vendors to provide the best product like photographers, videographers, technical writers, editors, printers and promotional advertising etc when asked to or needed. Our Team Our team is an effective one. With a smaller, yet experienced staff, we are able to be nimble in our reaction to work. Jeff or Phil will always be the first point of contact. Our designers provide the best production work that money can buy and being younger, bring a fresh perspective to how the millennial generation sees the world. Stephen Pestolozzi Graphic Designer Stephen brings a younger perspective to our team in the work he has produced for skateboard, snowboarding and restaurant clients. His precise and focused direction in print and web design is evident right away, but the bonus skillset that he brings to Creative Arcade is in his photography and video work. We are lucky to have him on our team. Jan Christensen Lead Developer Jan is an industry veteran in developing online experiences. He has taken his UNLV education and worked for a variety of web development companies in the past including CP Internet, Flint Interactive and direct work with the State of Minnesota and other freelance opportunities. There isn’t a coding language, database or online technology that scares him. He provides clean, thought out coding that works and that can be kept up. He has been responsible for the planning and development of a variety of web‐based and desktop applications across numerous platforms. Familiar with both user experience and back end aspects of development including: · Web based programming technologies: PHP, ASP.Net, JavaScript, jQuery, Java, Flash · Desktop programming languages: C#, Visual Basic, Java, Delphi · Content Management Systems (CMS): DotNetNuke, SiteCore, WordPress, ModX, Joomla, Drupal · Databases: Microsoft SQL Server, MySQL, Oracle Robin Bue Account Manager Robin has over 10 years of account management experience servicing client needs in healthcare, non-profits and tourism. Robin is a graduate of Winona State University and has a degree in English and Elementary Education. She provides client account support and copywriting/proofing. Understanding Service In the design and marketing business, being quick and “on your toes” is second nature. We have an “old school” work ethic and often we are awake to start a new day while finishing the work from the day before or getting a jump on the next project. We are a bunch of fun, and easy-going, go-getters who love exceeding expectations and who are known to have a great sense of humor. References - Some of our satisfied clients Joe Swan Director of Athletic Publications West Virginia University Intercollegiate Athletics 304-293-2821 joe.swan@mail.wvu.edu Creative Arcade has been working with Joe Swan and his team in Morgantown for more than 2 years. WVU is a state-run university and we have been working on many different types of design and marketing projects with them. CA and Joe’s team have created a collaborative partnership that has had many on-time, on-budget projects. The projects have been print collateral and promotional posters among other things. When we asked Joe permission to use him as a reference, he simply said, “Absolutely.” Francis Yupangco Global Marketing Regal Springs Tilapia 305.319.2868 francis.yupangco@regalsprings.com Regal Springs is one of the largest, sustainable, and philanthropic Tilapia fish companies in the world. Creative Arcade (formally Davidson Creative) has been working with this great company six years providing print, web, video, overall marketing work and everything in between. With interests all over the world and within the United States, we have worked with the many members of their team wherever they are with ease. Our relationship has resulted in great trust in our abilities and the fact that we provide so many types of marketing for them. With the amount of work that we provide, we have a multi-year contract in place with a retainer agreement which allows the work to continually flow. We are paid for a specific amount of hours every month which speeds up projects and keeps projects on-budget. Dana Kazel Communications Manager St. Louis County MN 218.725.5049 kazeld@stlouiscountymn.gov St. Louis County, Minnesota is the largest county in the great state of Minnesota. Creative Arcade has worked with many different departments within the county to provide the most cohesive and on-brand marketing no matter the medium. We have provided consulting, and full development services to a few different entities within the system including one for the Iron Range Youth in Action (IRYA) program from the ground up and am currently working to re-work their entire website. This site, in particular, is currently being finished by the IT department within St. Louis county in DotNetNuke. The county has very specific budgets in place for the work they require. We continually provide the best work on-time and on-budget which is why we are asked to continue working on projects in print, web and video. A taste of our experience Our team has years of experience providing design and marketing across many mediums in many different industries. We work with small, one-time projects (under $5,000) and large, ongoing retainer clients ($50,000+ per year) with years of continuous work. Our philosophy is always the same. We treat all of our clients with the best service, attention to detail and experience out there. Our motto is “Smart Creative. No Games.” Because we provide the best at all times with a no non-sense approach. FAIRVIEW RANGE Hibbing, MN NORTHWOODS SURGERY Virginia, MN WEST VIRGINIA UNIVERSITY ATHLETICS Morgantown, WV UNIVERSITY of VIRGINIA Charlottesville, VA ST LOUIS COUNTY, MN Duluth, MN PHEASANTS FOREVER Knife River, MN REGAL SPRINGS Miramar, FL DESTINATION FITNESS Duluth, MN HERMANTOWN SCHOOLS Hermantown, MN UNIVERSITY of MISSOURI Columbia, MO HEAD OF THE LAKES UNITED WAY Duluth, MN SUNDELL EYE CLINIC Virginia, MN Cost of Service Cost Estimate At Creative Arcade, our motto is “Smart Creative. No Games”. We know how to apply the best thinking, the best execution and the best service to our clients. We don’t believe in being complex in how we work together. We listen. We speak up when we feel we need to in order to do our jobs correctly and we have a simple pricing structure for it all. We believe a website of the nature described in this Request for Proposal with the features and expected level of service, responsiveness and overall knowledge to be in the following cost of the project. Creative Arcade will handle all aspects of the project from start to finish, in-house. Web Design/Development Creative Arcade will complete this phase within 6-8 months of being selected. We will use a phased implementation approach and propose a strategy for completion of this project. We will meet with designated city staff to determine the primary objectives for the extranet and develop templates for the home, landing, secondary and specialty pages of the website. Creative Arcade will provide the following deliverables as outlined earlier above: • Provide site architecture and navigation mapping for the newly developed site. • Provide alternative sets of design concepts for evaluation and selection by the city’s leadership teams. • Develop templates for the home, landing, second-level and specialty pages using WordPress as the CMS to ensure the site has a consistent and standardized design for all pages providing flexibility to allow for some level of individuality and functionality for different city employee departments. • Ensure that the web design is accessible across all mobile device platforms. • Ensure that the website graphics and theme design are optimized for both mobile device platforms and users with slower internet connections. • Ensure that the extranet accommodates multiple content authors and approvers with varied permission levels. Consulting, UX/UI, Design, Content Strategy/Migration, Development and Site Launch Total = $42,500 It is our understanding and suggestion that the site will continue to be hosted internally in Edina. However, if desired, hosting can be provided at $400/year. Creative Arcade will provide maintenance and support for a term of 90 days beyond launch and can be extended at $125/month through a monthly maintenance agreement. Total = $42,500 + hosting and extended maintenance (optional) Creative Arcade 371 Canal Park Drive, Suite 212 Duluth, MN 55802 www.creativearcade.design Date: March 20, 2018 Agenda Item #: IV.E. To:Mayor and City Council Item Type: Request For Purchase From:Tiffany Bushland, Recreation Supervisor Item Activity: Subject:Request for Purchase: PK 18-3 Courtney Field Light Installation Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the Request for Purchase. INTRODUCTION: See detailed Request for P urchase form. ATTACHMENTS: Description Request for Purchase City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: March 20, 2018 To: Mayor and City Council From: Tiffany Bushland, Parks & Recreation Supervisor Subject: Request for Purchase: PK 18-3 Courtney Field #1 Light Installation Purchase Subject to: ☒List Quote/Bid ☐State Contract ☐Service Contract The Recommended Bid is: ☐Within Budget ☒Not Within Budget Sports Technology Inc. is recommended. The project will include installation of six new light poles, new electrical and light structure system for Courtney Field #1. Takedown of existing outfield poles and fixture removal on existing wood poles is included. Funding: Hennepin County Youth Sports Program Facility Grant $139,800 Edina Baseball Association Donation $125,000 City of Edina Parks & Recreation Operating Budget $35,200 TOTAL $300,000 Project to also include purchase of lights, indicated on separate request for purchase. Date Bid Opened or Quote Received: Bid or expiration Date: Oct. 18, 2017 Mar. 20, 2018 Company: Amount of Quote or Bid: Sports Technology Inc. Electric Systems of Anoka $85,919 $91,687 Recommended Quote or Bid: Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact • This project is funded through a $139,800 Hennepin County Youth Sports Program Facility Grant, a donation from the Edina Baseball Association for $125,000, and $35,200 from Parks & Recreation operating budget. • This project will replace lighting installed in 1975. • Estimated $2,000 in yearly energy savings. Environmental Impact • The improved lighting will reduce energy consumption and increase savings. • Annual kilowatt hour savings is estimated at 20,502 kWh adding to facility operations goal of reducing electricity by 5% annually. • Reuse of current wood poles for safety netting. Community Impact • This park improvement will increase the safety of Courtney Fields. Patrons will be better protected from foul balls and the playing surface will have increased visibility for the players. • Lighting technology includes a 25-year warranty and electrical component enclosures minimizing ongoing maintenance costs. • Lighting technology can be controlled remotely to ensure accurate runtime. • Project will take three weeks to complete. Weather depending, the project will start in early April 2018 and finish in mid-April 2018. Date: March 20, 2018 Agenda Item #: IV.F. To:Mayor and City Council Item Type: Request For Purchase From:Tiffany Bushland, Recreation Supervisor Item Activity: Subject:Request for Purchase: PK 18-3 Courtney Field #1 Lights Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the Request for Purchase. INTRODUCTION: See attached Request for P urchase form. ATTACHMENTS: Description Request for Purchase City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: March 20, 2018 To: Mayor and City Council From: Tiffany Bushland, Parks & Recreation Supervisor Subject: Request for Purchase: PK 18-3 Courtney Field #1 Lights Purchase Subject to: ☐List Quote/Bid ☒State Contract ☐Service Contract The Recommended Bid is: ☐Within Budget ☒Not Within Budget Musco Sports Lighting is recommended. Musco Sports Lighting is part of National Joint Powers Alliance (NJPA) cooperative purchasing contract. The project will include six new light poles, new electrical and light structure system for Courtney Field #1. Funding: Hennepin County Youth Sports Program Facility Grant $139,800 Edina Baseball Association Donation $125,000 City of Edina Parks & Recreation Operating Budget $35,200 TOTAL $300,000 Project to also include installation of lights, indicated on separate request for purchase. Date Bid Opened or Quote Received: Bid or expiration Date: Oct. 18, 2017 Mar. 20, 2018 Company: Amount of Quote or Bid: Musco Sports Lighting Equipment $201,194.30 Recommended Quote or Bid: Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact • This project is funded through a $139,800 Hennepin County Youth Sports Program Facility Grant, a donation from the Edina Baseball Association for $125,000, and $35,200 from Parks & Recreation operating budget. • This project will replace lighting installed in 1975. • Estimated $2,000 in yearly energy savings. Environmental Impact • The improved lighting will reduce energy consumption and increase savings. • Annual kilowatt hour savings is estimated at 20,502 kWh adding to facility operations goal of reducing electricity by 5% annually. • Reuse of current wood poles for safety netting. Community Impact • This park improvement will increase the safety of Courtney Fields. Patrons will be better protected from foul balls and the playing surface will have increased visibility for the players. • Lighting technology includes a 25-year warranty and electrical component enclosures minimizing ongoing maintenance costs. • Lighting technology can be controlled remotely to ensure accurate runtime. • Project will take three weeks to complete. Weather depending, the project will start in early April 2018 and finish in mid-April 2018. Date: March 20, 2018 Agenda Item #: IV.G. To:Mayor and City Council Item Type: Request For Purchase From:Carter A. Schulze, PE, Assistant City Engineer Item Activity: Subject:Request for Purchase: Contract ENG 18-4 - Normandale Park D and Bredesen Park A Neighborhood Roadway Reconstruction Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Normandale Park D and Bredesen Park A Neighborhood Roadway Reconstruction. INTRODUCTION: See attached detailed Request for P urchase. ATTACHMENTS: Description Request for Purchase ENG 18-4 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: March 20, 2018 To: Mayor and City Council From: Carter A. Schulze, PE, Assistant City Engineer Subject: Request for Purchase – Contract ENG 18-4 Normandale Park D & Bredesen Park A Neighborhood Roadway Reconstruction Purchase Subject to: ☒List Quote/Bid ☐State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget Date Bid Opened or Quote Received: Bid or expiration Date: March 8, 2018 May 8, 2018 Company: Amount of Quote or Bid: Midwest Asphalt Services, LLC Northwest Asphalt, Inc. Northdale Construction Company, Inc. McNamara Contracting, Inc. Park Construction Company Bituminous Roadways, Inc. $2,353,951.29 $2,467,944.03 $2,486,944.27 $2,519,177.11 $2,597,730.67 $2,687,763.98 Recommended Quote or Bid: Midwest Asphalt Services, LLC $2,353,951.29 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Budget Impact This project includes two 2017-2021 Capital Improvement Plan (CIP) projects; Normandale Park D-#15-137 and the Bredesen Park A area of the Bredesen Park A/E CIP project – #17-060. Recall that Bredesen Park E was not approved. Normandale Park D and Bredesen Park A were approved by council at a public hearing on November 8, 2017. This project will be funded by special assessments, respective utility funds and the Pedestrian and Cyclist Safety (PACS) fund. The following tables display the low bid estimated costs compared to the engineering study costs reported during the public hearings. The estimated assessments are calculated per resident equivalent unit (REU). Normandale Park D Roadway Estimated Assessment City Utilities Engineering Study $1,320,420 $14,920 $2,030,000 Low Bid $1,175,012 $13,277 $1,446,286 Bredesen Park A Roadway Estimated Assessment City Utilities Engineering Study $122,720 $4,720 $83,290 Low Bid $141,416 $5,440 $88,287 The total low bid PACS costs, which were not included in the engineering studies, are approximately $25,000. Page 3 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Environmental Impact This project involves rehabilitation of the sanitary sewer, upgrades to the storm sewer, localized rehabilitation and full reconstruction of watermain systems, construction of new concrete curb and gutter and sidewalks, and complete reconstruction of bituminous pavement surfaces. Alternative construction methods utilized within the City include reclamation of existing bituminous surfaces to reuse aggregate base material, implementation of utility pipe rehabilitation through trenchless technologies thus reducing greenhouse gases associated with open cut installations, and hydro-seeding restoration versus traditional sod placement when feasible. This project will reduce impervious surfaces and develop roads, bicycle and pedestrian facilities with low impact development techniques. Community Impact This project will provide premier, long term core service facilities and provide access and mobility for all transportation modes while enhancing safety and convenience. It is necessary to improve the infrastructure, and comply with the City’s Living Streets Policy as well as Vision Edina’s mission statement to “provide effective and valued public services and maintain a sound public infrastructure”. Department Director Authorization:________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Date: March 20, 2018 Agenda Item #: IV.H. To:Mayor and City Council Item Type: Request For Purchase From:Carter A. Schulze, PE, Assistant City Engineer Item Activity: Subject:Request for Purchase: Contract ENG 18-2 -West 62nd Street Neighborhood Roadway Reconstruction Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for West 62nd Street Neighborhood Roadway Reconstruction. INTRODUCTION: See attached detailed Request for P urchase. Please notice the estimated assessment with the low bid is 23% higher than the estimated preliminary assessment from the public hearing. Recall both numbers contain conservative estimates for engineering, finance, and soil correction costs. Staff intends to manage the project costs so that the final assessment is as close to the preliminary assessment as possible. ATTACHMENTS: Description Request for Purchase ENG 18-2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: March 20, 2018 To: Mayor and City Council From: Carter A. Schulze, PE, Assistant City Engineer Subject: Request for Purchase – Contract ENG 18-2 West 62nd Street Neighborhood Roadway Reconstruction Purchase Subject to: ☒List Quote/Bid ☐State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget Date Bid Opened or Quote Received: Bid or expiration Date: March 8, 2018 May 8, 2018 Company: Amount of Quote or Bid: Midwest Asphalt Services, LLC Northwest Asphalt, Inc. Northdale Construction Company, Inc. Park Construction Company GMH Asphalt Corporation Bituminous Roadways, Inc. $1,106,139.00 $1,148,543.19 $1,181,860.58 $1,193,614.39 $1,212,721.71 $1,267,653.10 Recommended Quote or Bid: Midwest Asphalt Services, LLC $1,106,139.00 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact This project is listed in the 2017-2021 Capital Improvement Plan (CIP) under CIP #15-128 and was approved by council at a public hearing on December 5, 2017. This project will be funded by Municipal State Aid (MSA) special assessments, respective utility funds and the Pedestrian and Cyclist Safety (PACS) fund. Based on the low bid results the overall project costs decreased 19% from the engineers estimate. The low bid special assessment amount, which combines non-MSA roadway costs with 20% of the MSA roadway costs increased approximately 23% to $8,200 versus the $6,700 that was discussed at the public hearing. And the City utility funded costs are expected to decrease by approximately 48% over the estimates presented at the public hearing. Environmental Impact The project involves rehabilitation of the sanitary sewer, upgrades to the storm sewer, localized rehabilitation of watermain systems, construction of new concrete curb and gutter, sidewalks, trails and complete reconstruction of bituminous pavement surfaces. Alternative construction methods utilized within the City include reclamation of existing bituminous surfaces to reuse aggregate base material, implementation of utility pipe rehabilitation through trenchless technologies thus reducing greenhouse gases associated with open cut installations, and hydro-seeding restoration versus traditional sod placement when feasible. This project will reduce impervious surfaces and develop roads, bicycle and pedestrian facilities with low impact development techniques. Community Impact This project will provide premier, long term core service facilities and provide access and mobility for all transportation modes while enhancing safety and convenience. It is necessary to improve the infrastructure, and comply with the City’s Living Streets Policy as well as Vision Edina’s mission statement to “provide effective and valued public services and maintain a sound public infrastructure”. Date: March 20, 2018 Agenda Item #: IV.I. To:Mayor and City Council Item Type: Report / Recommendation From:Ross Bintner P.E., Engineering Services Manager Item Activity: Subject:Approve Site Improvement Performance Agreement: JC Penney Redevelopment Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Site Improvement Performance Agreement with Southdale Center LLC and Southdale Redevelopment LLC for JC Penney Redevelopment. INTRODUCTION: The purpose of the agreement is to memorialize terms to meet a site specific stormwater performance standard described in the attached review memo. T he use of a site specific standard is used in this case because the proposed improvements will not meet policy described in the City of Edina Comprehensive Water Resources Management Plan. The developer has provided a revised stormwater management plan and will flood proof all building and plaza components below 877.5’, and record a covenant against the properties that will require future development to improve flood risk commensurate with the proportion of the tributary area disturbed. The draft covenant is attached for reference. ATTACHMENTS: Description JC Penney Redevelopment Site Improvement Performance Agreement Development Review Memo Draft Covenant DATE: October 2, 2017 TO: Simon Properties, Owner and Development Team CC: Cary Teague – Community Development Director FROM: Ross Bintner, PE – Engineering Services Manager Chad Millner, PE - Director of Engineering RE: JC Penny Redevelopment - Development Review The Engineering Department has received a letter dated September 11, 2017 from Simon requesting to vary from engineering standard practice for freeboard, a September 5 memo from Kimley-Horn, and draft civil plans dated September 22, 2017. Ordinance Review 1. 36-124(2) We understand applicant has been advised by the City Planner that this approval is administrative in nature based on this site plan exemption, but the plan will meet all conditions of chapter 36. 2. 36-123(1) The application proposes to demolish up to 2/3 of the existing JCP building and create a new building on a revised pad, but the new building will remain connected to the mall through a combination of a new outdoor plaza, roof covered outdoor plaza, and/or an atrium area with a stair or escalator. 3. 36-123(4) The application proposes to grade and prepare the site for development by; extending the building pad approximately 20’ to the north east and south east, revising drive isle and curb lines, and improving site stormwater and meeting watershed district rules, relocate private sanitary sewer, and provide new water services on a private water line, but will do so in conformance with chapter 10 land disturbing activities and other required permits defined in code. 4. 36-881,883 To the extent that the new or reused section of the existing building are at risk; equipment rooms, related utility improvements are proposed in flood prone areas, improvements will include precautions to resist damage or minimize risk. 5. 36-1251, 36-1257 The applicant will provide a stormwater management plan as part of the building permit application that details how the stormwater will be controlled to prevent damage to adjacent property and adverse impacts to the public stormwater drainage system. Local Water Plan Review 6. The 2011 Comprehensive Water Resource Management Plan (CWRMP), including policy defined therein guides the review of the City Engineer. In the past months, a variety of data was shared to improve the accuracy of the CWRMP hydraulic and hydrology model. The September 5 memo poses questions, and provides a policy interpretation. City provided a response in the attached September 7 email. 7. The local flood risk elevation for this basin is 877.5, with model updates based on new data described in the attached August 28 Barr memo and informed by information provided by the applicant. The applicant is welcome to provide additional information to the CWRMP model or study the existing conditions risk separately. 8. The City Engineer has the ability to vary from CWRMP policy to provide flexibility for unique sites and designs when the specific public purpose is maintained. The applicant has requested a site specific standard for the flood elevation and freeboard that defines the allowable minimum low floor and low opening elevations for the new and reused portions of the building. The public purpose for the 2’ freeboard standard is management of flood risk and associated impacts to public health, safety and welfare. As a regional mall, this site contains unique site conditions. 9. The following details of this review spell out conditions of approval in reaction to the applicant request in the September 11 letter, consistent with the public purpose of stormwater standards and in compliance with code. Details 10. A Site Improvement Performance Agreement memorializing this site specific standard is required with the following conditions: a. For areas in the existing/reused building, or central plaza with low floor or low openings below 877.5, Site and building plans will include flood proofing design consistent with FEMA recommendations b. Property owner will provide notice of flood risk to future tenants. c. Mall owner will provide mechanical plans for all floor drains and sanitary drains associated with the under-mall truck loading docks facilities, will televise underdrains, and provide televising reports to the City. Mall owner will eliminate sanitary sewer pipes with active or evidence of active leaks. Owner should consider removal of cross connections between floor drains and the sanitary sewer system, to the extent that the mall remains at risk. d. Plaza area between new and existing buildings will be protected from flooding to the 877.5 elevation. e. A deed restriction will be recorded requiring future redevelopment tributary to this local flood risk area to construction controls to incrementally improve flood risk unaddressed in this project, in relationship to the percent of tributary area impacted. Survey 11. A proposed site survey is required. a. Show all easements, public and private. Living Streets 12. Design sidewalks to meet ADA requirements. Traffic and Street 13. Maintain sidewalk access or provide sidewalk detour during construction. 14. Clearly denote private sidewalk. Assuming all walk will remain private. Maintenance for non-public sidewalks to be responsibility of property owner. 15. Review fire access requirements with fire department. Sanitary and Water Utilities 16. Verify fire demand and hydrant locations. 17. Clearly indicate private vs public utilities. 18. Domestic water shall be sized by the developer’s engineer. 19. Domestic sanitary shall be sized by the developer’s engineer. 20. Provide geotechnical report with soil borings. 21. Apply for a sewer and water connection permit with public works. a. Separate meters for fire and domestic services will be required. 22. A SAC determination will be required by Met Council and City REC fees will be calculated from the determination. Storm Water Utility 23. The new building may be planned based on the site specific standard of 0’ freeboard from the 1% probability event of 877.5. 24. Provide a cut/fill balance and show no net increase in flood elevation in proposed conditions, and mitigate any increases due to fill of local flood storage. 25. Provide stormwater management report. 26. Provide more detailed information for retention system. 27. Evidence of watershed district permit and copies of private maintenance agreement in favor of watershed is required for building permit. 28. Retention system engineer required to verify construction of the underground retention systems done per plan. 29. Confirm retention systems are structurally designed for Edina’s 80,000lb fire truck load and outriggers in parking lot areas. 30. FEMA flood proofing resources include the following: 31. FEMA flood proofing guidance doc – design/technical https://www.fema.gov/media- library/assets/documents/34270 32. FEMA flood proofing utilities https://www.fema.gov/media-library/assets/documents/3729 33. Technical bulletin - flood proofing requirements and certification https://www.fema.gov/media- library/assets/documents/3473 Grading Erosion and Sediment Control 34. A SWPPP consistent with the state general construction site permit is required. Other Agency Coordination 35. Nine Mile Creek Watershed permit is required. Hennepin County, MDH, MPCA and MCES permits required as needed. kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651-645-4197 MEMORANDUM -DRAFT To:Clif Poynter Simon Properties From:Jon Libby, PE Ron Leaf, PE Kimley-Horn and Associates, Inc. Date:July 24, 2017 Subject:Review of XP-SWMM Model and Stormwater Requirements for the Southdale Center, JC Penney Site located in Edina, MN Kimley-Horn (KH) has prepared this memorandum to summarize our review of background information and to discuss our findings from an initial review and analysis of the relevant data and standards. INTRODUCTION Simon Properties has proposed to demolish a portion of the existing JC Penney Store (JCP) in the northwest section of Southdale Center and construct a new building in the same location as well asrepurpose a portion of the existing JCP building. During the preliminary review of the proposed work, the City of Edina indicated that the building low floor elevation would need to be raised roughly 3.2feet to elevation 880.1 in order to provide two feet of freeboard above the 100-year high water level. Upon further discussions with City staff on the basis for the 100-year flood elevation, the owner was informed that the City had completed an update to its XP-SWMM hydrologic/hydraulic model and theresults for that are indicated a 1% Chance (100-year) high water level at elevation 878.1. The currentlow opening (low floor) for the JCP building is approximately 876.9, based on a survey completed bySunde Land Surveying. The City’s consultant, Barr Engineering (Barr), provided Kimely-Horn with the full and clipped versions of the model to allow a review of the model details and results. We have reviewed theclipped version of the model and were able to replicate the high-water results reported by the City at the low point adjacent to JCP. We also identified several assumptions and details in the model thatcould be updated. We completed initial model revisions to evaluate the relative change in the modeled high water level if several subwatershed boundaries we modified to better represent theactual routing currently in place and to evaluate the relative change is storage capacity were added to the model. The specific changes and result were: Page 2 kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651-645-4197 · Rerouting 4.3 acres of NC_106 to node NC_101 and rerouting 2.9 acres from NC_106a tonode NC_123: results in the 100-year HWL dropping to 877.7, 0.4 feet lower than theoriginal model.· Adding 4 acre-feet of detention storage at node 405 (in the vicinity of the parking lot to thenorth) results in a HWL of 876.6, 1.5 feet lower than the original model. These preliminary model results were discussed with City staff during a meeting on July 6, 2017, to support the position that model improvements will likely reduce the modeled 100-year HWL at thelocation of interest. Following that meeting, Simon agreed to review the model and the site in more detail and provide a list of recommended model updates to the City. The City committed to have Barrmake model updates and provide Simon with the revised model so that Kimley-Horn staff can look further at how conceptual storage options could be used to meet City and watershed regulatoryrequirements. Our recommendations for model updates are provided later in this memorandum. APPLICABLE RULES AND STANDARDS While the model results are the basis for the requested new low floor elevation, it is important to first review the applicable rules and standards. The City of Edina’s 2011 Comprehensive WaterResources Management Plan (WRMP), Section 3, contain the City’s Policies for Stormwater Management. Section 3.1 discusses the City’s level of protection for runoff management and floodcontrol around ponds and other water bodies. At the top of Page 3-2, the City suggests that the scope should apply to all areas served by the drainage system. Section 3.1.1.2 further states the following: Existing systems (conveyance and detention) that currently do not provide 100-year level of protection will be modified to provide 100-year level of protection when feasible. Based on our discussion on July 6th, we understand that the City does not intend to update itsconveyance within West 66th Street to provide 100-year level of protection for the site. The Nine Mile Creek Watershed District (NMCWD) Rules, Section 2.3.1, states the following: The low floor elevation of all new and reconstructed structures shall be constructed at a minimum of two feet above the 100-year flood elevation for the creek or water body. … Low floor elevations must also comply with Stormwater Rule 4.3.2. Section 4.3.2. states: No structure may be constructed or reconstructed such that its lowest floor elevation is less than 2 feet above the 100-year event flood elevation. a. All structures riparian to inundation areas or constructed or natural stormwater management facilities must be located and elevations must be set according to Appendix 4a, “Suggested Low Floor Guidance.” The NMCWD standards specifically reference low floors adjacent to riparian areas or stormwater facilities which is generally consistent with the majority of local standards in place throughout the TwinCities area. The additional information referenced in Appendix 4a also specifically mentions low floors in the vicinity of a pond. The NMCWD low floor criteria do not apply to the Southdale Mall site. Page 3 kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651-645-4197 Therefore, the applicable standard for this site is the City of Edina’s language regarding existingsystems. APPLYING THE POLICY TO THIS SITE The City provided a memorandum discussing the updated XP-SWMM model basis and intent as a planning level model, and suggested that refinements to the model could improve the accuracy of theplanning level 100-year high water elevation. We agree that refinements to the model will change, and likely lower, the 100-year elevation. However, Section 3.1.1.2 of the City’s WRMP is intended tobe applied only where feasible. At an existing site such as this, there are several factors which support the owner’s position that raising the building low floor elevation is not feasible. The followingobservations and site constraints support that position: 1. Building management has reviewed the historical conditions at the property and obtained input from the property’s longest tenured employees. Based on that input, there has notbeen a flooding event that directly impacted the JCP building. During one of the larger events over the past 15 years, there reportedly had been flooding at an adjacent property.There is some indication that during one event the basement (tunnel) may have flooded, but the building did not. 2. The property General Manager has found that there are no records of an insurance claim during and including the time the tunnel may have flooded. 3. The low floor of the adjacent Southdale Center entry to the immediate south of JCP is atroughly the same elevation and the low floor for a portion of the JCP site will not change. Therefore, while raising the low floor of the portion to be reconstructed may provide a higherlevel of protection, it would also create site design and pedestrian access problems that would not be practical for the intended building use and would effectively result in the projectnot being feasible. These are discussed in more detail below. a. Raising the building would create the need to install steps and/or pedestrian rampsto enter the reconstructed building. This would disconnect the current direct openpedestrian connection to the adjacent parking ramp, parking lot and access road. b. Raising the building would limit or eliminate the ability to incorporate an outdoorpatio feature that is critical to success of the site for its intended purpose. 4. For this site, where there currently is not a storage system, the language in Section 3.1.1.2that refers to existing (conveyance and detention) systems being modified could beinterpreted to mean only that the conveyance system would need to be modified. Not that abuilding low floor must be raised. If providing 100-year capacity in the conveyance system isthe goal, additional discussion would certainly be needed to understand if the entire system, both private and public would have capacity for the 100-year event, and if not, if it would befeasible to provide that capacity throughout the entire system. 5. Similar to the point above, and having no existing detention/storage system beyond the storage that occurs in the parking structure and on rooftops, the question of how wouldproviding some level of storage underground impact the results of the model. We havereviewed the effects of providing a 4-acre detention structure below the current low floor Page 4 kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651-645-4197 elevation and have found that the relative reduction in the 1% chance (100-year) high waterlevel is about 1.5 feet. RECOMMENDED MODEL UPDATES Kimley-Horn staff completed a site visit of the JCP area on July 14, 2017, to review and furtherdelineate drainage areas to specific inlets, verify the number of inlets and estimate the extent of storage provided on the roofs and the parking deck, and confirm emergency overflow location(s).Kimley-Horn also requested and obtained GIS files of the drainage areas and storm sewer networkthat Barr used in development of the model to serve as the baseline for recommended changes to themodel. Based on our site visit and review of the preliminary model, we have the followingrecommended updates and refinements: 1. Subwatershed Area Updates. We have prepared Exhibit A to show updated/refined routing of subwatershed areas NC_106 and NC_106a. These changes show where the SouthdaleCenter roof routes to the southwest (NC_101, NC_123 and NC_124) and to the north(NC_106) and northeast (NC_106a). These changes are confirmed in the plumbing plans provided by Simon Properties (attached) and were verified in the field visit. 2. Sub-catchment Area Tabulation. We have tabulated sub-catchment areas, roof drain numberand sizes, potential ponding depths, and associated volumes and flow capacities. Thesesub-catchment areas correspond to Exhibit C. 3. Exhibit C shows approximate building drain plumbing, additional parking lot storm sewerstructures that were not previously modeled and parking deck storm system. Exhibit Cincludes notes on the number and approximate location of roof drains (primary and overflow)and the estimated storage volume available below the parking ramp and in the loading dock area. 4. Exhibit D shows the pipes in the existing model that have potential errors such as reverseslopes. Exhibit D2 is an as-built plan for reference. 5. Exhibit E shows other areas in the overall Southdale Center area that have had or will soonhave changes that should be accounted for in the model: a. Restoration Hardware Site (NC_121). Underground detention/treatmentb. One Southdale Place Apartment Development (NC_124).c. Homewood Suites Hotel development (NC_1102). Underground detention/infiltration.d. North lot (NC_116). Underground detention/treatment. Using the additional information gathered, Kimley-Horn performed a cursory analysis of the data to determine refinements to the model that are most practical. For instance, a HydroCAD model wasprepared to test several typical roof subcatchments to evaluate how much of the potential storagevolume is being utilitized in the 100-year event. Based on our findings, it is reasonable to assume that Page 5 kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651-645-4197 approximately 15% of the roof potential storage volume is utilized in the 100-year event due to thelimited inlet capacity of the roof drains. We recommend the following refinements to the model: 1. Correct pipes modeled in the system with reverse slopes, as identified in Exhibit D 2. Create a 0.14 acre-foot surface storage volume for the JC Penney parking ramp (15% of thepotential storage volume) 3. Create a 0.35 acre-foot surface storage volume for JC Penney roof (15% of the potentialstorage volume) 4. Create a 0.17 acre-foot surface storage volume for Southdale Center roof (15% of thepotential storage volume) 5. Create a 0.15 acre-foot surface storage volume for the low area beneath the JC Penneyparking ramp 6. Create a 0.18 acre-foot surface storage volume for the JC Penney loading dock 7. Revise the subwatershed delineation limits based on the drainage boundaries identified in Exhibits A and E 8. Create storage volumes for the systems installed and/or approved for the corners of Southdale Center based on the volumes identified on Exhibit E 9. Create a surface storage volume for the Southdale Center roof areas to the south 10. Create a 0.28 acre-foot surface storage volume for the detention basin located at thenorthwest corner of Southdale Center, on the south side of the ring road, as noted in Exhibit E. Page 6 kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651-645-4197 CONCLUSIONS The current planning level model provides only a single piece of information relating to the risk offlooding at the project location. Refinements to the model to add inlet capacity, roof and parking deck storage, refining the drainage areas and routing network and other model assumptions and inputswould likely improve the confidence in the results. However, that refined model would still have uncertainty and be only a single piece of information. The historic observations are equally importantas is the fact that if an even larger event than a 1% chance event hits the area, the JC Penny site and the larger Southdale Center building are at risk of flooding, with or without raising the reconstructedportion of the building. The question is more about the intent and application of the rule. First, the portion of the rule that appears to be the basis for requiring a 3.2-foot rise in the low floor elevation specifically refers toconveyance and detention systems, not buildings. Second, if the intent were to include raising a building, it is not practical or feasible to implement that on this site. Attachments: Exhibit A Subwatershed Area Updates Exhibit B Subcatchment Area DetailExhibit C Storm Drainage System Network Exhibit D Pipe System in Original Model that Appears to Be in ErrorExhibit D2 Center Companies As-Built Storm Sewer Plan Exhibit E Additional Southdale Area Model Improvement Areas EXHIBIT B SUB-SUBWATERSHED AREA (SF)DEPTH (IN)VOLUME (CF)DIAMETER (IN)QUANTITY DIAMETER (IN)QUANTITY FLOW (CFS) A1 3456 6 1728 4 1 0 0 0.30 A2 1877 6 939 4 1 0 0 0.30 A3 2683 6 1342 4 1 0 0 0.30 A4 5065 6 2533 4 1 0 0 0.30 A5 4371 6 2186 4 1 0 0 0.30 A6 3416 6 1708 4 1 0 0 0.30 A7 9604 6 4802 4 1 0 0 0.30 A8 8881 6 4441 4 1 0 0 0.30 A9 9355 6 4678 2 1 0 0 0.08 A10 9314 6 4657 2 1 0 0 0.08 Subtotal 58022 29011 10 2.57 B1 718 4 239 3 1 0 0 0.14 B2 779 4 260 3 1 0 0 0.14 B3 697 4 232 3 1 0 0 0.14 B4 648 4 216 3 1 0 0 0.14 B5 9192 4 3064 3 2 0 0 0.28 B6 3638 4 1213 3 2 0 0 0.28 B7 3240 4 1080 3 2 0 0 0.28 B8 1222 4 407 3 2 0 0 0.28 B9 1282 4 427 3 2 0 0 0.28 B10 1420 4 473 3 2 0 0 0.28 B11 5263 4 1754 3 2 0 0 0.28 B12 1178 4 393 3 2 0 0 0.28 B13 1309 4 436 3 2 0 0 0.28 B14 1098 4 366 3 2 0 0 0.28 B15 3849 4 1283 3 2 0 0 0.28 B16 1146 4 382 3 2 0 0 0.28 B17 1205 4 402 3 2 0 0 0.28 B18 1161 4 387 3 2 0 0 0.28 B19 679 4 226 3 2 0 0 0.28 B20 609 4 203 3 2 0 0 0.28 B21 4562 4 1521 3 2 0 0 0.28 B22 6706 4 2235 3 2 0 0 0.28 B23 4429 4 1476 3 2 0 0 0.28 Subtotal 56030 18677 42 5.84 C1 3326 18 4989 3 1 2 1 0.43 C2 5139 18 7709 3 1 2 1 0.43 C3 4332 18 6498 3 1 2 2 0.72 C4 5761 18 8642 3 1 2 3 1.02 C5 5076 12 5076 3 1 2 0 0.11 C6 4337 12 4337 3 1 2 2 0.59 C7 5710 12 5710 3 1 2 2 0.59 C8 5275 18 7913 3 1 2 1 0.43 C9 7529 15 9411 3 1 2 1 0.39 C10 7376 18 11064 3 1 2 6 1.90 C11 5902 12 5902 3 1 2 0 0.11 C12 6191 12 6191 3 1 2 0 0.11 C13 3400 18 5100 3 1 2 1 0.43 C14 2705 12 2705 3 1 2 0 0.11 C15 6570 18 9855 3 1 2 3 1.02 Subtotal 78629 101101 15 23 8.35 D1 7910 4 2637 8X8 1 0 0 D2 8436 6 4218 12 1 0 0 2.72 D3 8166 6 4083 12 1 0 0 2.72 D4 8994 6 4497 12 1 0 0 2.72 D5 8092 6 4046 12 1 0 0 2.72 D6 7947 6 3974 2 1 0 0 0.08 D7 7966 6 3983 2 1 0 0 0.08 D8 7985 6 3993 8X8 1 0 0 D9 8537 6 4269 8X8 1 0 0 D10 7453 4 2484 8X8 1 0 0 POTENTIAL STORAGE PRIMARY SECONDARY ROOF DRAIN EXHIBIT B SUB-SUBWATERSHED AREA (SF)DEPTH (IN)VOLUME (CF)DIAMETER (IN)QUANTITY DIAMETER (IN)QUANTITY FLOW (CFS) POTENTIAL STORAGE PRIMARY SECONDARY ROOF DRAIN D11 3805 4 1268 8X8 1 0 0 Subtotal 85291 39451 11 0 11.05 E1 29581 E2 28777 E3 10976 E4 15838 E5 19725 E6 16669 E7 13752 E8 26000 E9 4069 Subtotal 165387 F1 29554 F2 8910 F3 10483 F4 7672 F5 5998 F6 12366 F7 5843 F8 6008 F9 6701 F10 11018 F11 2876 F12 2327 F13 2293 F14 2201 F15 2093 Subtotal 116343 Totals 559702 188239 78 23 SHEET NUMBER NORTH DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MIN N E S O T A . MN LIC . N O . DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 5 6 0 1 0 07 / 1 9 / 2 0 1 7 AS S H O W N JN L JN L MB PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N JC P E N N E Y RE D E V E L O P M E N T ED I N A , M I N N E S O T A EX H I B I T C EX-C Screen clipping taken: 7/5/2017 6:47 PM DOWNSTREAM LAKE CONNECTS TO NODE NC_4 INLET IN FRONT OF JC PENNYS NODE NC_106a INLET RIM APPROX: 875' HGL AT TIME OF MAX WATER LEVEL AT JC PENNY SITE SYSTEM MAX HGL 100-Year W 66th Street Storm Sewer Profile (Existing) Wednesday, July 05, 2017 6:09 PM Edina Southdale Center Page 1 FR A N C E A V E N U E S O U T H YO R K A V E N U E S O U T H WEST 66TH STREET HER B E R G E R ' S UNDERGROUND DETENTION / INFILTRATION SYSTEM, 13,800 CF RAIN GARDEN, 4,300 CF RAIN GARDEN, 4,500 CF RAIN GARDEN, 4,600 CF UNDERGROUND STORMTECH SYSTEM,7,500 CF UNDERGROUND DETENTION / INFILTRATION SYSTEM9,600 CF WEST 69TH STREET NC_100 NC_129 NC_101 NC_150 NC_121 NC_122 NC_115 NC_123 NC_124 NC_155 NC_154 NC_144 NC_143 NC_102 NC_108 NC_111NC_107 NC_116 NC_57 NC_103 NC_77 NC_106 NC_106a RESTORATION HARDWARE ONE SOUTHDALE PLACE APARTMENTS HOMEWOOD SUITES HOTEL SHEET NUMBER DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MIN N E S O T A . MN LIC . N O . DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 5 6 0 1 0 07 / 1 8 / 2 0 1 7 AS S H O W N JN L JN L MB PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N JC P E N N E Y RE D E V E L O P M E N T ED I N A , M I N N E S O T A AD D I T I O N A L S O U T H D A L E AR E A M O D E L IM P R O V E M E N T A R E A S EX-E NORTH LEGEND From:Ross Bintner To:"Clif.Poynter@simon.com" Cc:AWhite@simon.com; EAllen@Simon.Com; jphipps@simon.com; Mark.Cahill@simon.com; Chad Millner Subject:RE: Fw: Southdale Civil Plans for JCPenny Site [Filed 07 Sep 2017 07:51] Date:Thursday, September 07, 2017 7:51:19 AM Attachments:image003.pngJCP Edina Site Memo_Draft 3.docximage002.png Clif, Below is a reply to the issues raised in your 9/5/17 email and the attached memo. 1. Should 3.1.1.2 Stormwater Management Design Standards, only be applied only where feasible, or should it imply that the city be required to upgrade its system? a. It looks like you are referencing a part of 3.1.1, #2, not 3.1.1.2. b. 3.1.1 #2, Describes a conveyance capacity priority for City systems, many of which are overtaxed in terms of volume and rate. The section you drew out, in context: “The City will place a high priority on providing 100-year level of protection for the City’s stormwater detention and conveyance systems, where detention is provided (e.g., low point intersections). The City will require new stormwater systems to provide 100-year level of protection. Existing systems (conveyance and detention) that currently do not provide 100-year level of protection will be modified to provide 100-year level of protection when feasible. Proposed additions and modifications to the stormwater system are discussed in sections..” There are currently no plans in the CIP or projects to address the system capacity or provide higher service to this site described in the CWRMP. See 3.1.1 #1 “No flow rate increases in already overtaxed systems.” c. 3.1.1.1 talks about minimum building elevations and is the relevant policy for this application. To the extent that you create new stormwater management systems, 3.1.1.2 will guide, and in that case we have flexibility to consider defining the detention to include parking areas (under pt 1) or regionalization (under pt 3). d. 3.1.1.2 defines stormwater management systems to include basins, storm sewers, etc and sets the minimum design standard for new stormwater management systems at the 1% probability event, and includes strategies of detaining and conveying the flows. 2. Nine mile regulates only those areas near water holding basins, pond or streams. a. It is true our policy holds a higher standard. You point out that the level of protection from 3.1 correctly includes this site in service expectation for the 1% probability level of protection. “the criterion for level of protection has broader application. In addition to ponding areas, lakes, and streams, this criterion should be applied to all locations served by the drainage system where there are depressed intersections or other areas subject to temporary, unplanned flooding” 3. Historical condition and insurance records do not show risk to this site, but some risk was noted to the mall and its tunnel system. a. The mall and its loading tunnels are not part of a public system and are likely a source of infiltration and inflow, another type of flood risk in the public sanitary system. 4. Should historic observations be given equal weight? a. Not by policy 5. Is 4 acre feet below grade needed to lower flood risk? a. No, grading alterations to introduce more temporary flood storage area in the parking lots, and on-site stormwater conveyance improvements to other opportunity areas may also be helpful in timing the internal peak flow rate causing this issue. b. Drainage area alterations or upstream capture and extended detention could be considered to reduce flow. 6. Should the XP-SWMM model be used to set the existing condition 1% probability? a. Simon can model existing conditions in other ways if it chooses. We welcome additional facts that can inform the model and make it more accurate. The City suggested using the XP-SWMM model as a starting place due to the variable flow accepted into the public system during the peak of the 1% storm. 7. Even if implemented, the properties would still be at risk of floods greater than the design storm, level of protection. a. This is true, and consistent with policy. No EOF path is feasible in this case for the detention / temporary flood storage basin. 8. The floor elevation and freeboard requirement are unduly burdensome, impractical to implement or make the project unfeasible due to entry conflicts at the joint mall entrance and parking ramp, accessibility requirements, and the connection to an outdoor patio. a. We are open to creative ideas (commensurate with the level of detail in your application) to limit these burdens while still accomplishing flood protection, such as; i. Providing a low opening exemption for a small entry way to conduct the grade change internal to the building. ii. Phasing in a portion of the level of protection as part of a master plan, by agreement in future development areas. iii. Flood proofing foundations walls and entrances of the reused portion of the building and loading dock. iv. Grade control at courtyard or plaza entry areas to manage flood water away from a new mall entrance located under a roofed area. v. Work on mechanical systems internal to the mall to reduce the impact on infiltration and inflow on the public sanitary sewer system vi. Oversizing private systems, or watershed district lea regional public systems. vii. Consideration to relaxing the 2’ freeboard requirement with a revised policy that allows the developer to enhance the accuracy of the model and accepting less margin of error. I look forward to reviewing the plans when they are ready. I am available for questions. Ross Bintner, PE, Engineering Services Manager952-903-5713 | Fax 952-826-0392RBintner@EdinaMN.gov | EdinaMN.gov From: Clif.Poynter@simon.com [mailto:Clif.Poynter@simon.com] Sent: Tuesday, September 05, 2017 2:14 PMTo: Ross BintnerCc: AWhite@simon.com; EAllen@Simon.Com; jphipps@simon.com; Mark.Cahill@simon.com; Chad MillnerSubject: Fw: Southdale Civil Plans for JCPenny Site [Filed 05 Sep 2017 14:14] Ross, Per our meeting last week, attached is a streamlined memo from our consultant which if you could respond to, would help us clarify the code and our obligations for this flooding issue. Additionally Jon's team will be forwarding the latest civil plans for this project. Please note these are still preliminary and we have not made any adjustments to any of the FF yet. Lastly, I am working on our formal variance request for the freeboard and the marked up plans and am hoping to have it to you this week. Thanks for your time and all of your help here. Clif Poynter Senior Civil Engineer 225 West Washington Street Indianapolis, IN 46204-3438 USA O - 317-263-7994 M - 317-225-7312 clif.poynter@simon.com www.simon.com The preceding email message (including any attachments) contains information that may be confidential, proprietary, privileged orconstitute non-public information. If you are not an intended recipient of this message, please notify the sender by replying to thismessage and then delete it from your system. Use, dissemination, distribution, or reproduction of this message by unintended recipients is prohibited. Barr Engineering Co. 4300 MarketPointe Drive, Suite 200, Minneapolis, MN 55435 952.832.2600 www.barr.com Technical Memorandum To: Ross Bintner, PE (Edina), Jon Libby, PE (Kimley-Horn) From: Janna Kieffer, PE and Cory Anderson, PE Subject: CWRMP XP-SWMM model updates adding detail at Southdale Center Date: August 28, 2017 Project: 23/27-0354.00 1.0 Introduction The Southdale Mall is located within the Southdale Center in Edina, between West 66th Street and West 69th Street, and between France Avenue and York Avenue (Figure 1). In the northeast corner of the Southdale Mall, the former JCPenney site is being redeveloped (green star in Figure 1) by Simon Properties (Simon), the property owner. As part of the redevelopment process, the City of Edina provided Simon with the preliminary 1% annual chance flood elevation (878.1 feet) of the low parking area on the northwest side of the JCPenney building, based on results of the XP-SWMM modeling for the City’s 2017 Comprehensive Water Resources Management Plan (CWRMP). Simon Properties and their engineer (Kimley-Horn) had concerns that the reported flood elevation was too high, and requested additional detail be added to the model to improve the accuracy of the modeled flood elevation. The purpose of this memo is to document the changes that were made to the model, the sources of information, and the resulting change in the 1% annual chance flood elevation. Figure 1 Overview map of development location To: Ross Bintner, PE (Edina), Jon Libby, PE (Kimley-Horn) From: Janna Kieffer, PE and Cory Anderson, PE Subject: CWRMP XP-SWMM model updates adding detail at Southdale Center Date: August 28, 2017 Page: 2 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2017\JCPenneys Site\Tech Memo - JCPenneySite - Model Updates Aug2017.docx 2.0 Model Updates In early-June 2017, Barr provided a clipped version of the 2017 CWRMP XP-SWMM model to the Kimley- Horn that included the Southdale Center area. This model was the best available model of this area at the time. Kimley-Horn reviewed the model and submitted a memo in late-July 2017 requesting additional detail be added to this particular area of the model. The memo is included as an attachment to this memo to fully document the updates to the model. After discussing the proposed changes and the methods to incorporate them into the model, and after receiving the necessary information from Kimley-Horn to incorporate the changes, the following changes were made to Barr XP-SWMM model: • Updated subwatershed divides based on the detailed divides provided by Kimley-Horn (see Figure 2). • Revised the imperviousness of runoff nodes NC_124a, NC_106a, NC_106b, NC_101a, and NC_123 to 95%, 90%, 95%, 90%, and 95% to reflect that those subwatersheds are nearly entirely parking lot area. • Revised the imperviousness of runoff nodes NC_106aR, NC_106R, NC_101R, NC_123R, and NC_106aP to 100% to reflect that those subwatersheds are entirely roof area. • Changed the width of numerous runoff nodes to reflect updated subwatershed areas. • Added roof storage to nodes NC_106aR, NC_106R, NC_101R, NC_123R, and NC_106aP assuming the area of the subwatershed and vertical walls up to 1 foot. • Added inlet capacity of the roof drains to reflect discharge restrictions and storage characteristics of the rooftops: o 11.05 cfs from NC_106aP based on adding up Kimley-Horn’s areas D1 through D11 (see Exhibit C of the attached memo). o 9.4 cfs from NC_106R. Inlet capacity from Kimley-Horn’s data is 4.46 cfs/acre based on summing areas A1 through A6, B1 through B10, and C1 through C6. Applying this average rate to 2.11 acres (total area of NC_106R) results in ~9.4 cfs. o 13.2 cfs from NC_106aR. Inlet capacity from Kimley-Horn’s data is 3.42 cfs/acre based on summing areas A7 through A10, B11 through B23, and C7 through C15. Applying this average rate to 3.87 acres (total area of NC_106aR) results in ~13.2 cfs. o Assuming about 4 cfs / acre (see bullet points above), the inlet capacity of NC_101R (4.83 acres) and NC_123R (2.39 acres) was assumed to be 19.3 cfs and 9.6 cfs, respectively. To: Ross Bintner, PE (Edina), Jon Libby, PE (Kimley-Horn) From: Janna Kieffer, PE and Cory Anderson, PE Subject: CWRMP XP-SWMM model updates adding detail at Southdale Center Date: August 28, 2017 Page: 3 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2017\JCPenneys Site\Tech Memo - JCPenneySite - Model Updates Aug2017.docx • Added overflows from roof node NC_106aP to NC_106a and NC_102, from roof node NC_106aR to NC_106a, from roof node NC_106R to NC_106, from roof node NC_101R to NC_101, and from roof node NC_123R to NC_123. Each overflow was 6 inches above the assumed level of the roof. • Added the underground storage elements, including infiltration loss rates and storm sewer outlet configurations, at the developments in the corners of the Southdale Center and in the north parking lot. o Homewood Suites Hotel (node NC_102) o One Southdale Place Apartments (nodes NC_124b and NC_124c) o Restoration Hardware (node NC_121) o 7500 ft3 under the north parking lot (node NC_106b) • Added pipes from the detention basin (node NC_101a) to the France Avenue storm sewer system, connecting at MH2061. • Added the 34-in by 53-inch (rise by span) elliptical pipe on the north side of West 69th Street near France Avenue that is proposed to replace the existing arch pipe as part of the Restoration Hardware • Did not change the negatively sloped pipe in the model. The characteristics of this pipe are based on information collected by the City of Edina and provided to Barr in May 2017. Once the model was updated with the changes, it was re-run, clipped again to the area of interest, and provided to Kimley-Horn on August 16, 2017. 3.0 Model Results Prior to the model updates summarized in this memo, the 1% annual chance 24-hour precipitation event resulted in a peak water surface elevation of 878.1 feet in node NC_106a (northwest side of the former JCPenney site). With the model updates which included re-routing watershed areas, adding underground storage and infiltration, adding roof storage and inlet capacity, the new 1% annual chance peak water surface elevation in this node is 877.5 feet. This is consistent with the magnitude of decrease in flood elevation that Kimley-Horn anticipated with the requested model changes. In their memo (see attached), they suggest that rerouting contributing area would result in changing the peak water surface elevation by 0.4 feet to 877.7. The additional model changes such as underground storage and roof storage resulted in an additional 0.2 feet of lower peak water surface elevation. To: Ross Bintner, PE (Edina), Jon Libby, PE (Kimley-Horn) From: Janna Kieffer, PE and Cory Anderson, PE Subject: CWRMP XP-SWMM model updates adding detail at Southdale Center Date: August 28, 2017 Page: 4 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2017\JCPenneys Site\Tech Memo - JCPenneySite - Model Updates Aug2017.docx Figure 2 Updated subwatershed divides and names in the Southdale Center area To: Ross Bintner, PE (Edina), Jon Libby, PE (Kimley-Horn) From: Janna Kieffer, PE and Cory Anderson, PE Subject: CWRMP XP-SWMM model updates adding detail at Southdale Center Date: August 28, 2017 Page: 5 \\barr.com\projects\Mpls\23 MN\27\2327354\WorkFiles\2017\JCPenneys Site\Tech Memo - JCPenneySite - Model Updates Aug2017.docx Attachment Memo from Kimley-Horn to Clif Poynter of Simon Properties DECLARATION OF RESTRICTIVE COVENANT THIS DECLARATION OF RESTRICTIVE COVENANT (“Declaration”) is made this ______ day of ___________, 2018, by Southdale Center, LLC (“Southdale”) and Southdale Redevelopment, LLC (“Redevelopment” and collectively with Southdale, “Declarants”) in favor of the City of Edina, a Minnesota municipal corporation (“City”). RECITALS WHEREAS, Redevelopment owns real property within the City of Edina, Hennepin County, Minnesota, which parcel is legally described on Exhibit “A” attached hereto and made a part hereof (the “Redevelopment Parcel”). WHEREAS, Southdale owns real property within the City of Edina, Hennepin County, Minnesota, which parcel is legally described on Exhibit “B” attached hereto and made a part hereof (the “Southdale Parcel”). The Southdale Parcel and Redevelopment Parcel comprise part of the shopping center generally known as Southdale Center. WHEREAS, the City of Edina has created a computer generated model of peak stormwater elevations during certain precipitation events. This model was created using XPSWMM modeling software (the “Model”). This Declaration addresses the resultant findings of the Model that are contained within the Technical Memorandum prepared by BARR engineering dated 8/28/2017 (the “Memorandum”). WHEREAS, a portion of the Redevelopment Parcel and a portion of the Southdale Parcel are located within the Lake Cornelia – North watershed. This Declaration applies to the sub- basins identified in the Memorandum as basins; NC_106a, NC_106aP and NC_106aR (the “Watershed Basin Area”), which Watershed Basin Area is generally depicted upon Exhibit “C” attached hereto and made a part hereof. WHEREAS, Redevelopment plans to redevelop and construct certain improvements upon the Redevelopment Parcel that consist of (i) 3 story building on the south end of the Redevelopment parcel (“Building A”), (ii) a 3 story building on the north end of the Redevelopment 2 parcel (“Building B”) and (iii) an atrium between Building A and Building B (collectively, the “Redevelopment Parcel Improvements”). WHEREAS, in connection with the Redevelopment Parcel Improvements, Redevelopment and City have entered into that certain Site Improvement Performance Agreement – JC Penney Redevelopment dated _____ (the “SIPA”), which SIPA sets forth certain requirements of the City’s Engineering Service Manager and Director of Engineering for the Redevelopment Parcel Improvements. WHEREAS, the Declarants have agreed to enter into this Declaration governing future redevelopment in the Watershed Basin Area as a condition of approval of the SIPA for construction of the Redevelopment Parcel Improvements. NOW, THEREFORE, Declarants make this Declaration and hereby declare that this Declaration constitutes covenants to run with the property within the Watershed Basin Area, and is binding on all persons owning or acquiring any right, title or interest in the property within the Watershed Basin Area and their heirs, successors, personal representatives and assigns. 1. Future Redevelopment. A. Stormwater Management upon the Watershed Basin Area. Pursuant to the SIPA, the City has approved construction of the Redevelopment Parcel Improvements on the condition that any ground disturbance due to new development or redevelopment of new building improvements (“New Development”) in the Watershed Basin Area incrementally improve the flood risk of the Watershed Basin Area, with a goal to achieve two feet (2') of freeboard from the 100-year flood elevation established in the Model to the lowest ground floor door- entrance elevation, at 100% disturbance of the Watershed Basin Area (the “Improvement Goal”). Accordingly and except as otherwise approved by the City, to the extent that either of the Declarants desire to cause New Development (other than the Redevelopment Parcel Improvements) after the date hereof, then Declarants shall provide incremental freeboard towards the Improvement Goal for all New Development within the Watershed Basin Area above the Model's 100-year flood elevation, which freeboard shall be at a rate equivalent to the percentage of the area being disturbed in the Watershed Basin Area. By way of example, should a future redevelopment project constituting New Development disturb 33% of the Watershed Basin Area, then the Declarants will be required to create eight inches (8") of freeboard [i.e., 33% of the Improvement Goal] from the 100-year flood elevation set forth in the Model to the lowest ground floor door-entrance elevation of structures built after the date hereof. The parties agree that any interior renovations to existing improvements or exterior modifications that do not otherwise cause ground disturbance shall not be considered New Development, it being the intent that New Development shall require ground disturbance and new building improvement construction. 2. Recitals. The recitals set forth above are expressly incorporated herein. 3 IN WITNESS WHEREOF, the undersigned has executed this instrument the day and year first set forth. DECLARANT SOUTHDALE: SOUTHDALE CENTER, LLC, a Delaware limited liability company By: _________________________________________ Name: ______________________________________ Title: _______________________________________ State of Indiana County of Marion This instrument was acknowledged before me on _____________________, 2018, by ______________________ as_____________________ of Southdale Center, LLC, on behalf of the company.. Notary Public [NOTARY SIGNATURE BLOCK & STAMP] 4 DECLARANT REDEVELOPMENT: SOUTHDALE REDEVELOPMENT, LLC, a Delaware limited liability company By: _________________________________________ Name: ______________________________________ Title: _______________________________________ State of Indiana County of Marion This instrument was acknowledged before me on _____________________, 2018, by ______________________ as_____________________ of Southdale Redevelopment, LLC, on behalf of the company.. Notary Public [NOTARY SIGNATURE BLOCK & STAMP] This Instrument Was Drafted By: Jonathan N Libby Kimley-Horn & Associates, Inc. 2550 University Ave. W, Ste. 238N St. Paul, MN 55114 5 EXHIBIT A (Legal Description of Redevelopment Parcel) Real property within the City of Edina, Hennepin County, Minnesota, platted and legally described as: Tract A, Registered Land Survey 1284 6 EXHIBIT B (Legal Description of Southdale Parcel) Real property within the City of Edina, Hennepin County, Minnesota, platted and legally described as: Tract A, Registered Land Survey 1849 7 EXHIBIT C (Plan depicting Watershed Basin Area) (attached) Date: March 20, 2018 Agenda Item #: IV.J. To:Mayor and City Council Item Type: Report / Recommendation From:Scott Neal, City Manager Item Activity: Subject:Proposed Increase in Utility Franchise Fees: Ordinance No. 2017-16 (Xcel) Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve second reading of Ordinance No. 2017-16 to increase Conservation and Sustainability (CAS ) utility franchise fees for Xcel. INTRODUCTION: At the December 19, 2017 Council Meeting, the Council approved the first reading of Ordinance No. 2017-16, An Ordinance Amending Ordinance No. 2012-16 Implementing an Electric Service Franchise Fee on Northern States Power Company, a Minnesota Corporation, DBA Xcel Energy, Its Successors and Assigns, for P roviding Electric Service within the City of Edina. The current Pedestrian and Cyclists Safety (PACS) franchise fee is $1.45/meter/month for both CenterPoint Energy and Xcel. The current Conservation and Sustainability (CAS) franchise fee is $.50/meter/month for both energy providers. At your December 19 meeting, you approved the first of two readings of ordinances that will increase CAS franchise fees for the customers of CenterPoint Energy and Xcel. If adopted, the ordinances will increase the existing CAS franchise fee to bring it in line with the current PACS franchise fee. The proposed CAS franchise fee increase for a residential customer is $.45 and $.50/meter/month for both utilities for 2018 and 2019, respectively. If adopted, the CAS residential customer franchise fee will be $.95 and $1.45 for 2018 and 2019, respectively. Other customer classifications (Firm A, Firm B, Firm C, SVDF A, SVDF B, LVDF) will increase on a similar percentage. The increase in franchise fees is incorporated in the approved 2018 and 2019 budget. The current franchise agreements require the City to provide CenterP oint Energy a 60 day notice and Xcel a 90 day notice prior to the adoption or change of franchise fees. The first reading was approved at the December 19, 2017 Council meeting. The second reading for CenterPoint Energy was at the February 21 Council meeting. If the Council wishes to continue to proceed with the adoption of the new franchise fees, the next step in the process is to adopt the second reading. Following approval of the first reading on December 19, 2017, the City provided an official 90 day notice to Xcel. During the last 90 day time period, the utility was allowed to comment on the proposed ordinance and one comment was received. Michelle Swanson, Community Relations & Economic Development Manager for Xcel commented that while they feel that the proposed fee increases are reasonable, Xcel typically doesn't support the approval of multi-year increases in one ordinance. Because of that, they have asked the City to adopt separate ordinances in the year the increase is to take place. The City has agreed to accommodate their request. Adopting the revised ordinance reflecting an increase for 2018 and a similar ordinance in 2019 will have no financial impact on the CAS budget. The 90 day time period has been completed and the Council may proceed with the second reading of the revised ordinance. If the second reading is approved on March 20, the revised ordinance will be adopted and Xcel will be notified to begin imposing the new franchise fees effective July 1, 2018. ATTACHMENTS: Description Revised Ordinance No. 2017-16 Xcel 195622v1 ORDINANCE NO. 2017-16 AN ORDINANCE AMENDING ORDINANCE 2012-16 IMPLEMENTING AN ELECTRIC SERVICE FRANCHISE FEE ON NORTHERN STATES POWER COMPANY, A MINNESOTA CORPORATION, D/B/A XCEL ENERGY, ITS SUCCESSORS AND ASSIGNS, FOR PROVIDING ELECTRIC SERVICE WITHIN THE CITY OF EDINA THE CITY COUNCIL OF THE CITY OF EDINA DOES ORDAIN: SECTION 1. Schedule “A” of Ordinance 2012-16 is amended as attached hereto. SECTION 2. Effective Date of Franchise Fee. The effective date of this Ordinance shall be after its publication and ninety (90) days after the sending of written notice enclosing a copy of this adopted Ordinance to Xcel Energy by certified mail. Attest: Debra A. Mangen, City Clerk James B. Hovland, Mayor Please publish in the Edina Sun Current Send two Affidavits of Publication Bill to Edina City Clerk 195622v1 SCHEDULE “A” Franchise Fee Rates: Electric Utility The franchise fee shall be in an amount determined by applying the following schedule per customer premise/per month based on metered service to retail customers within the City: Class Amount Per Month Effective 07/01/2018 Residential $ 1.95 $ 2.40 Sm C&I, Non-Dem $ 3.40 $ 4.08 Sm C&I, Demand $ 9.50 $11.40 Large C&I $40.50 $48.60 Franchise fees are to be collected by the Utility at the rate listed below, and submitted to the City on a quarterly basis as follows: January – March collections due by April 30. April – June collections due by July 31. July – September collections due by October 31. October – December collections due by January 31. Date: March 20, 2018 Agenda Item #: IV.K. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:Resolution No. 2018-26, Ordinance No. 2018-05: Final Rezoning & Final Development Plan: Edina Flats, Valley View Road & Kellogg Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Resolution No. 2018-26 granting final approval for the rezoning of 4404 & 4416 Valley View Road, and 6108, 6112, 6116 and 6120 Kellogg Avenue to PCD-1, Planned Commercial District. Grant First Reading of Ordinance No. 2018-05, amending the Edina Zoning Map. INTRODUCTION: In the fall of 2017, the City Council approved a Comprehensive Plan Amendment and Preliminary Rezoning for these properties. The proposed final plans are consistent with the Preliminary P lans. The applicant plans to Plat these properties in the near future. At that time the Site Improvement Plan Agreement (SIPA) would also be considered. ATTACHMENTS: Description Resolution No 2018-26 Ordinance No. 2018-05 Final Plans Final Landscape Plans Preliminary Plans 1 ORDINANCE NO. 2018 - 05 AN ORDINANCE AMENDING THE CITY ZONING MAP FROM R-1, PCD-4 and APD to PCD-1, PLANNED COMMERCIAL DISTRICT THE CITY OF EDINA ORDAINS: Section 1. Section 36-402 is amended by rezoning from R-1, PCD-4 and APD to PCD-1, Planned Commercial District the following described property located within the City of Edina: Lots 3 4, 5, 6, 7, 8, 9, Block 21 Fairfax Addition Hennepin County, MN & Lots 11 and 12, Block 22 Fairfax Addition Hennepin County, MN Section 2. The official zoning map of the City of Edina referred to and described in Section 36-402 of the Edina City Code shall not be republished to show the aforesaid rezoning, but the zoning map on file in the City Clerk’s office shall be appropriately marked for the purpose of indicating the rezoning provided for in this ordinance. Section 3. This ordinance is effective immediately upon its passage. First Reading: March 20, 2018 Second Reading: April 3, 2018 Published: 2 ATTEST: ______________________________ _____________________________ Debra A. Mangen, City Clerk James B. Hovland, Mayor Please publish in the Edina Sun Current on: Send two affidavits of publication. Bill to Edina City Clerk CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Ordinance was duly adopted by the Edina City Council at its Regular Meeting of March 20, 2018 and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ______ day of ____________, 2018. ________________________________ City Clerk 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 ·nw@weberarchitects.com © Copyright 2018 Weber Architects & Planners 9 MARCH 2018 EDINA FLATS VALLEY VIEW ROAD EDINA, MN 1 Site Plan N.T.S ROOF BELOW EXITCORRIDOR @ 1 CORNELIA PLAN @ 2350 S.F. + BALCONY CORNELIA II PLAN @ 2240 S.F. + BALCONY DW REF LINEN DW OPTIONAL OPTIONAL CLERESTORY WINDOWS B E N C H /H O O K S L I N E N R E F MECH MECH CLOSET LAUNDRY BATH OWNERS SUITE 14'-4" x 14'-4" SUITE #2 12'-0" x 16'-3" BATH 9'-10" x 10'-11" CLOSET 9'-9" x 11'-10" LIVING AREA 19'-0" x 24'-0" BATH 6'-0" x 11'-10" DINING AREA 11'-0" x 16'-3" KITCHEN11'-0" x 24'-0" BALCONY 9'-0" x 17'-0" OWNERS SUITE 14'-6" x 16'-0" BATH 18'-0" x 7'-6" SUITE #2 13'-0" x 15'-0" LIVING AREA 17'-7" x 16'-4" KITCHEN 17'-11" x 16'-2" DEN/BR 11'-0" x 13'-9" BALCONY 11'-0" x 17'-0" DEN/BR 10'-11" x 9'-2" EXIT CORRIDOR 6'-2" x 3'-9" ENTRY7'-4" x 8'-4" ELEVATOR LOBBY STAIRSSTAIRS ENTRY WINE BAR ENTRY WINEBAR 6'-0" x 12'-6" POWDER5'-6" x 5'-0" CLOSET FOYER 7'-8" x 7'-6" POWDER DINING AREA 17'-7" x 14'-4" CL CL 6'-0" x 7'-3" 6'-2" x 6'-3" PANTRY6'-2" x 7'-1" FOYER 5'-2" x 14'-0" LAUNDRY LIN. UP DN FPOPTIONAL FPOPTIONAL PANTRY5'-0" x 4'-0" SCALE 0'-0 "4'- 0 " 8'-0 " 12 ' - 0 " 16 ' - 0 " 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 ·nw@weberarchitects.com © Copyright 2018 Weber Architects & Planners 9 MARCH 2018 EDINA FLATS VALLEY VIEW ROAD EDINA, MN 2 BUILDINGS #3, #4, #5; These buildings are two story buildings with one unit on grade and two units at the second level. The second level can be marketed as a combined unit making the building two units. BUILDING #2; This building is 3 stories with underground parking. The plan shown is the first floor. The second and third floors are similar. With two units per floor there are six units total. Buiding #1 is similar in plan but is only two stories in height. 3/32" = 1'-0"1 1st Floor, Building #2 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 ·nw@weberarchitects.com © Copyright 2018 Weber Architects & Planners 9 MARCH 2018 EDINA FLATS VALLEY VIEW ROAD EDINA, MN 3 3/32" = 1'-0"1 Below Grade Parking, Building #2 (Building 1 similar) OPTIONALBUILT-IN DW MUDROOM UP STORAGE STORAGE MASTER SUITE GREAT ROOM PA T I O CLOSET PA T I O G-6 G-5 MECH BEDROOM 2 DEN WINE DINING ROOM MASTER BATH FIR E P R O T E C T I O N SY S T E M S 12'-1" x 18'-1" 12'-6" x 13'-4" 13'-0" x 12'-6" 13'-10" x 11'-2" 8'-6" x 18'-6"15'-1" x 18'-6" 10'-0" x 8'-5" DWN GARAGE CL LOBBY CL BENCH W/ HOOKS W RE F / F E Z KITCHEN LANDRY10'-0" X 5'-6" MASTER CLOSET8'-6" x 8'-8" 5'-0" x 6'-11" FOYER 11'-6" x 8'-9" BATH 5'-6" x 9'-6" 11'-6" x 21'-6" UP LOBBY LINN. PANTRY D FOYER LIN GARAGE F.P. ELEV. STAIRS PWR 5'-0" x 6'-6" SCALE 0'- 0 " 4'- 0 " 8'- 0 " 12 ' - 0 " 16 ' - 0 " 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 ·nw@weberarchitects.com © Copyright 2018 Weber Architects & Planners 9 MARCH 2018 EDINA FLATS VALLEY VIEW ROAD EDINA, MN 4 BUILDINGS #3, #4, #5; These buildings are two story buildings with one unit on grade and two units at the second level. The second level can be marketed as a combined unit making the building two units. BUILDING #2; This building is 3 stories with underground parking. The plan shown is the first floor. The second and third floors are similar. With two units per floor there are six units total. Buiding #1 is similar in plan but is only two stories in height. 1/8" = 1'-0"1 1st Floor, Typical for Building #3, #4, #5 4'-0" DW DW ROOF BELOW ROOF BELOW BEDROOM MECH OWNERS SUITE OWNERS SUITE BATH CLOSET BATH 11'-0" x 6'-9" 15'-4" x 13'-6" 6'-1" x 9'-11" 11'-5" x 11'-11" BEDROOM13'-10" x 10'-9" DE C K 6'- 4 " x 1 7 ' - 1 " 9'-10" x 6'-0" 12'-1" x 16'-11" DE C K 6'- 4 " x 1 7 ' - 1 " LINEN CL LANDRYGREAT ROOM DINING ROOM 8'-0" x 18'-1" 20'-6" x 18'-1"KITCHEN 8'-0" x 18'-1" CL GREAT ROOM DINING ROOM 8'-0" x 17'-2" 14'-4" x 17'-2"KITCHEN 11'-0" x 19'-8" W./D LANDRY 4'-0" X 3'-6" MECH 5'-7" X 4'-0"UP OPEN TO BELOW RE F / F E Z RE F / F E Z W/D DN BATHCLOSET6'-11" x 11'-10"10'-3" x 11'-10" CL BENCH W/ HOOKS BENCH W/ HOOKS F.P. F.P. ELEV. STAIRS SCALE 0'- 0 " 4'- 0 " 8'- 0 " 12 ' - 0 " 16 ' - 0 " 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 ·nw@weberarchitects.com © Copyright 2018 Weber Architects & Planners 9 MARCH 2018 EDINA FLATS VALLEY VIEW ROAD EDINA, MN 5 1/8" = 1'-0"1 2nd Floor, Typical for Building #3, #4, #5 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 ·nw@weberarchitects.com © Copyright 2018 Weber Architects & Planners 9 MARCH 2018 EDINA FLATS VALLEY VIEW ROAD EDINA, MN 6 Buildings #3, #4, #5 Elevation Building #1 Elevation 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 ·nw@weberarchitects.com © Copyright 2018 Weber Architects & Planners 9 MARCH 2018 EDINA FLATS VALLEY VIEW ROAD EDINA, MN 7 Buildings #2, #3, #4, #5 Edina Flats Aerial View Man h o l e Man h o l e top = 8 9 0 . 5 4 inv = 8 7 9 . 4 1 ( N ) inv = 8 7 9 . 4 9 ( S ) 9 " V C P S a n i t a r y S e w e r top = 8 8 9 . 9 8 inv = 8 8 0 . 7 8 Man h o l e Man h o l e 9 " V C P S a n i t a r y S e w e r top = 8 9 2 . 5 6 inv = 8 5 6 . 0 ( p l a n s ) top = 8 9 3 . 0 2 inv = 8 8 4 . 3 2 ( p l a n s ) Catc h B a s i n Cat c h B a s i n Catc h B a s i n 1 5" RC P St o rm S e w er 6"PVC Sump 6 " P V C S u m p tc= 8 9 0 . 6 8 fl= 8 8 9 . 9 6 inv = 8 8 5 . 6 5 fl= 8 8 7 . 9 6 inv = 8 8 4 . 2 6 fl= 8 8 8 . 8 1 inv = 8 8 5 . 0 3 89 2 890 892 89 0 8 9 4 896898 892 K E L L O G G A V E . V A L L E Y V I E W R O A D O A K L A W N A V E . 6 2 N D S T R E E T W V A L L E Y V I E W R O A D Bu i l d i n g N o . 4 4 2 0 Ga r a g e Re s i d e n c e No . 6 1 3 6 8 9 2891889 888 887 8 9 0 2 S T O R Y (3 U N I T S ) F F E = 8 9 1 .5 5 2 S T O R Y (3 U N I T S ) F F E = 8 9 1 .5 5 2 S T O R Y (3 U N I T S ) F F E = 8 9 1 .7 0 3 S T O R Y (6 U N I T S ) F F E = 8 9 1 .7 0 G F E = 8 8 0 .7 0 G F E = 8 9 1 .5 5 G F E = 8 9 1 .5 5 G F E = 8 9 1 .7 0 G F E = 8 9 1 .7 0 G F E = 8 9 1 .5 5 G F E = 8 9 1 .5 5 2 S T O R Y (4 U N I T S ) F F E = 8 9 8 .0 0 G F E = 8 8 7 .0 0 L21 L31 L32L22 EN V I R O N M E N T A L D E S I G N MA S T E R P L A N N I N G LA N D S C A P E A R C H I T E C T U R E 03/09/2018L1 - Landscape Cover Page Ed i n a F l a t s 1 " = 8 0 ' - 0 " 1 Ed i n a F l a t s O v e r a l l PLANT SCHEDULE # K E Y B O T A N I C A L N A M E C O M M O N N A M E S I Z E R O O T N O T E S TR E E S 10 A F Ac e r F r e e m a n i i ' J e f f e r s r e d ' A U T U M N B L A Z E M A P L E 3 " C A L . B & B M A T C H E D SPECIMEN 7B N Be t u l a n i g r a R I V E R B I R C H 3 " C A L . B & B M A T C H E D SPECIMEN 20 M S Ma l u s x ' S p r i n g S n o w ' S P R I N G S N O W C R A B A P P L E 8 ' H E I G H T B & B M U L T I S T E M SPECIMEN 8Q B Qu e r c u s b i c o l o r S W A M P W H I T E O A K 3 " C A L . B & B M A T C H E D SPECIMEN 45 SH R U B S 7C S Co r n u s s e r e n c i a R E D O I S E R D O G W O O D 5 G A L C O N T . S E E P L A N F O R SPACING 13 H P Hy d r a n g e a p a n i c u l a t a ' L i m e l i g h t ' H Y D R A N G E A L I M E L I G H T 5 G A L C O N T . S E E P L A N F O R SPACING 92 T C Th u j a o c c i d e n t a l i s ' A r t B o e ' N O R T H P O L E A R B O R V I T A E 5 G A L C O N T . S E E P L A N F O R SPACING 11 2 PE R E N N I A L S 27 1 C A Ca l a m g r o s t i s a c u t i f l o r a ' K a r l Fo e r s t e r ' KARL FOERSTER FEATHER REED GRASS1 GAL C O N T . S P A C E A T A P P X . 2 4 " O.C. 44 0 S S Sc h y z i c a r i u m s c o p a r i u m L I T T L E B L U E S T E M 1 G A L C O N T . S E E P L A N F O R SPACING 71 1 NO T E S : 1. A L L P L A N T I N G B E D S T O H A V E H A R D W O O D M U L C H O R R O C K M U L C H . S E E P L A N F O R T Y P E . 2. A L L T R E E S , S H R U B S A N D P E R E N N I A L S T O B E I R R I G A T E D W I T H D R I P I R R I G A T I O N . 3. A L L N O M O W F E S C U E A R E A S A N D T U R F S O D G R A S S T O B E I R R I G A T E D W I T H S P R A Y IR R I G A T I O N . 4. S E E C I V I L D R A W I N G S F O R A L L P A R K I N G , R O A D , U T I L I T Y A N D G R A D I N G I N F O R M A T I O N . 5. S E E A R C H I T E C T U R A L D R A W I N G S F O R B U I L D I N G I N F O R M A T I O N . 6. L A N D S C A P E A R C H I T E C T T O S E L E C T P L A N T I N G S A T P L A C E O F G R O W T H . 2 S T O R Y (3 U N I T S ) F F E = 8 9 1 .5 5 2 S T O R Y (3 U N I T S ) F F E = 8 9 1 .5 5 G F E = 8 9 1 .5 5 G F E = 8 9 1 .5 5 G F E = 8 9 1 .5 5 G F E = 8 9 1 .5 5 K E L L O G G A V E. V A L L E Y V I E W R O A D HP TY P . MS TY P . SI D E W A L K , SE E C I V I L . CS SS 4' - 6 " 9' - 9 " 9' - 9 " 9' - 0 " 9' - 9 " 9' - 9 " BN 1 ' - 0 " 1 ' - 0 " 6 ' - 0 " T Y P . 11 ' - 9 " T Y P . E Q . E Q . E Q . E Q . 4' - 5 " 10 ' - 7 " 10 ' - 8 " 10 ' - 7 " 10 ' - 8 " AF QB AF QB AF TY P . CA TC 3 1 ' - 7 " T Y P . 1 3 ' - 5 " 1 L6 TY P . 1 L6 TY P . 2' - 0 " 7' - 6 " 7' - 1 1 " 7' - 8 " 7' - 7 " 8' - 8 " 9' - 0 " 3 L5 TY P . 1 L4 TY P . 1 L4 TY P . TY P . MSTC 25' - 10"AF QB AF QB AF QB 31' - 7" EQ.1 ' - 6 " 24 ' - 3 " 9' - 9 " 9' - 9"12' - 0"9' - 9"9' - 9"9' - 0"9' - 9"9' - 9" 2' - 8 " 7' - 8 " 7' - 7 " 8' - 8 " 8' - 1 1 " 8' - 9"8' - 11"7' - 6"7' - 11"7' - 8"7' - 7"8' - 8"8' - 11"8' - 9"14' - 11"12' - 0"12' - 0"10' - 11"CA CA CA 4 8 ' - 0 "4 EQ.2 EQ.1' - 0"1' - 0"3' - 0"SS 2 EQ.2 EQ.SS TC 1 L7TYP.1 L4TYP.3 L5TYP.L32 1 L6 TY P . 2 L6TYP. LE G E N D B L A C K S T E E L E D G I N G (4 " X 3 / 1 6 " ) KE N T U C K Y B L U E G R A S S S O D O V E R 3" T O P S O I L SE E D M I X T Y P E 2 - N O M O W G R A S S ( H Y D R O M U L C H ) OV E R 3 " T O P S O I L -H A R D F E S C U E , S H E E P F E S C U E , C H E W I N G S F E S C U E , RE D F E S C U E , C R E E P I N G R E D F E S C U E SW I T C H G R A S S P L U G S ( 2 4 " O . C . ) O V E R W O O D M U L C H 1. 5 " D R E S S E R T R A P R O C K PR O P E R T Y L I N E , S E E C I V I L DR A W I N G S CO N T O U R S , S E E C I V I L DR A W I N G S SE C T I O N D E T A I L K E Y ## ## # # 3" D E P T H H A R D W O O D M U L C H ( N A T U R A L C O L O R E D ) EN V I R O N M E N T A L D E S I G N MA S T E R P L A N N I N G LA N D S C A P E A R C H I T E C T U R E 03/09/2018L2 - Landscape Enlarged Plans Ed i n a F l a t s 1 " = 3 0 ' - 0 " 1 Ed i n a F l a t s W e s t A r e a N o r t h 1 " = 3 0 ' - 0 " 2 Ed i n a F l a t s W e s t A r e a S o u t h O A K L A W N A V E . 6 2 N D V A L L E Y V I E W R O A D Ga r a g e Re s i d e n c e No . 6 1 3 6 8 9 2891889 8 88 887 8 9 0 2 S T O R Y (4 U N I T S ) F F E = 8 9 8 .0 0 G F E = 8 8 7 .0 0 MS CA HP TC SS AF QB AF QB 2 E Q . 2 E Q . 2 E Q . 2 E Q . 2 ' - 0 " 3 ' - 0 " 6' - 3 " 2 5 ' - 4 " 2 5 ' - 4 " 6' - 0 " T Y P . 6 ' - 0 " T Y P . 8' - 1 1 " 7' - 5 " 1 7 ' - 5 " T YP . 7 ' - 0 " 3 E Q . 1 0 ' - 1 1 " HP 2 L6 TY P . 3 L5 TY P . 1 L4 TY P . 1 L7 TY P . 1 L6 TY P . LA N D S C A P E F O R M S PA R A L L E L 4 2 "S T R A I G H T 6 7 " ON C O M P A C T E D AG G R E G A T E B A S E BN ST E E L E D G I N G TU R F G R A S S S O D UN I L O C K P A V E R S 8x 1 6 U M B R I A N O W I N T E R M A R V E L RE T A I N E D B Y PA V E R E D G E R S Y S T E M (S H O V E L O R B R O O M FO R S N O W R E M O V A L ) 3' - 0"3' - 6" BN 3' - 0"CENTER OF BENCHCENTER OF BENCH 3' - 6"10' - 3"13' - 0" PR O P E R T Y LI N E , S E E C I V I L SS 3 ' - 0 "27' - 3" DIA.1' - 2"1' - 9"2 L5TYP.3 L5TYP. LE G E N D BLACK STEEL EDGING (4" X 3/16") KE N T U C K Y B L U E G R A S S S O D O V E R 3" T O P S O I L SE E D M I X T Y P E 2 - N O M O W G R A S S ( H Y D R O M U L C H ) OV E R 3 " T O P S O I L -H A R D F E S C U E , S H E E P F E S C U E , C H E W I N G S F E S C U E , RE D F E S C U E , C R E E P I N G R E D F E S C U E SW I T C H G R A S S P L U G S ( 2 4 " O . C . ) O V E R W O O D M U L C H 1. 5 " D R E S S E R T R A P R O C K PROPERTY LINE, SEE CIVIL DRAWINGS CONTOURS, SEE CIVIL DRAWINGS SECTION DETAIL KEY ###### 3" D E P T H H A R D W O O D M U L C H ( N A T U R A L C O L O R E D ) EN V I R O N M E N T A L D E S I G N MA S T E R P L A N N I N G LA N D S C A P E A R C H I T E C T U R E 03/09/2018L3 - Landscape Enlarged Plans Ed i n a F l a t s 1 " = 3 0 ' - 0 " 1 Ed i n a F l a t s E a s t A r e a 1 / 8 " = 1 ' - 0 " 2 Ga t h e r i n g S p a c e VE R I F Y T H A T R O O T F L A R E I S A T T O P O F R O O T BA L L SC A R I F Y E D G E S O F P L A N T I N G H O L E UN D I S T U R B E D S O I L O R C O M P A C T E D S U B G R A D E GR A D E B O T T O M O F P I T T O C O L L E C T EX C E S S W A T E R A T P E R I M E T E R TA M P E D P L A N T I N G S O I L AD J A C E N T C O N D I T I O N V A R I E S ; S E E P L A N T I N G P L A N 3" D E P T H O F M U L C H I N A P E R F E C T C I R C L E . PU L L M U L C H A W A Y F R O M T R E E T R U N K A S SH O W N . F O R T R E E S P L A N T E D I N S E E D A R E A , US E M U L C H T O F O R M W A T E R B A S I N , 2 " AP P R O X . D E P T H A N D 2 4 " M I N . D I A . . CU T A W A Y T W I N E A N D B U R L A P F R O M T O P NO T E S : 1. N O T I F Y L A N D S C A P E A R C H I T E C T I F H E A V Y C L A Y O R S A T U R A T E D S O I L AR E E N C O U N T E R E D D U R I N G E X C A V A T I O N . 2. B A C K F I L L T O W I T H I N A P P R O X I M A T E L Y 1 2 " O F T H E T O P O F T H E RO O T B A L L , T H E N W A T E R T R E E . R E M O V E A L L B U R L A P A N D N A I L S F R O M TH E T O P 1 / 3 O F T H E B A L L . R E J E C T T R E E S W I T H R O O T G I R D L I N G . 3. P L U M B A N D B A C K F I L L W I T H P L A N T I N G S O I L . 4. W A T E R T H O R O U G H L Y W I T H I N 2 H O U R S T O S E T T L E T R E E A N D F I L L VO I D S . 5. B A C K F I L L V O I D S A N D W A T E R S E C O N D T I M E . P L A C E M U L C H W I T H I N 4 8 HO U R S O F S E C O N D W A T E R I N G . X, O R 2 4 " M I N . 1/ 2 X 1/ 2 X Y 1 / 4 Y X = W I D T H O F R O O T B A L L Y = H E I G H T O F R O O T B A L L GU Y W I R E S , 3 P E R T R E E A N D E Q U A L L Y S P A C E D , W H I T E F L A G O N E A C H TO I N C R E A S E V I B I S I L I T Y W H E N P L A N T E D I N H I G H P E D E S T R I A N T R A F F I C AR E A . WO O D D E A D M E N TR E E T I E , A L L O W 3 " T O 4 " L A T E R A L M O V E M E N T O F T R U N K A T PO I N T O F T I E . EN V I R O N M E N T A L D E S I G N MA S T E R P L A N N I N G LA N D S C A P E A R C H I T E C T U R E 03/09/2018L4 - Landscape Details Ed i n a F l a t s 3 / 4 " = 1 ' - 0 " 1 DE C I D U O U S T R E E P L A N T I N G D E T A I L 6" C O M P A C T E D A G G R E G A T E BA S E CO M P A C T E D E A R T H UN I T P A V E R T Y P E 1 1/ 8 " S A N D S W E P T J O I N T 1" S A N D S E T T I N G B E D ST E E L P A V E R E D G E RE S T R A I N T A P P L I E D WH E N A D J A C E N T T O PL A N T I N G A R E A . 1 0 " X 3 / 8 " SP I K E , D R I V E N 4 ' O . C . UN D I S T U R B E D S O I L O R CO M P A C T E D S U B G R A D E SC A R I F Y B O T T O M A N D S I D E S OF B E D P R I O R T O P L A N T I N G . PR O T E C T E X I S T I N G T R E E RO O T S . 6" P L A N T I N G S O I L 3" D E P T H O F R O C H M U L C H O R WO O D M U L C H ( S E E P L A N ) . 1 " LA N D S C A P E E D G I N G O R O T H E R ED G E C O N D I T I O N , S E E P L A N . AD J A C E N T NA T U R A L AR E A EN V I R O N M E N T A L D E S I G N MA S T E R P L A N N I N G LA N D S C A P E A R C H I T E C T U R E 03/09/2018L5 - Details Ed i n a F l a t s 1 " = 1 ' - 0 " 2 UN I T P A V I N G S E C T I O N 1 " = 1 ' - 0 " 3 PL A N T I N G B E D A N D E D G I N G D E T A I L SC A R I F Y E D G E S O F P L A N T I N G UN D I S T U R B E D E A R T H SL I G H T L Y C R O W N B O T T O M O F H O L E TO A L L O W W A T E R T O C O L L E C T A T PE R I M E T E R O F E X C A V A T I O N OV E R S I Z E A L L C O N I F E R O U S T R E E PL A N T I N G H O L E S A S TA M P E D P L A N T I N G S O I L 3" O F M U L C H , S E E S P E C I F I C A T I O N F O R M U L C H TY P E A N D A P P L I C A T I O N . P U L L M U L C H A W A Y F R O M TR E E T R U N K A S S H O W N . U S E M U L C H T O F O R M WA T E R B A S I N , 2 " A P P R O X . D E P T H A N D 2 4 " M I N . DI A . . NO T I F Y L A N D S C A P E A R C H I T E C T I F H E A V Y CL A Y O F S A T U R A T E D S O I L S A R E EN C O U N T E R E D D U R I N G EX C A V A T I O N . X X 2' - 0 " X = W I D T H O F R O O T B A L L GU Y W I R E S , 3 P E R T R E E A N D E Q U A L L Y S P A C E D , WH I T E F L A G O N E A C H T O I N C R E A S E V I B I S I L I T Y WH E N P L A N T E D I N H I G H P E D E S T R I A N T R A F F I C WO O D D E A D M E N TR E E T I E , A L L O W 3 " T O 4 " L A T E R A L M O V E M E N T OF T R U N K A T P O I N T O F T I E . 6 " 3 " 1 " T Y P . 1 / 4 " T Y P . 3" DEPTH OF ROCK MULCH COMPACTED AGGREGATE UNDISTURBED OR COMPACTED EARTH LANDSCAPE EDGING. INSTALL PER MANUFACTURER'S RECCOMENDATIONS. EN V I R O N M E N T A L D E S I G N MA S T E R P L A N N I N G LA N D S C A P E A R C H I T E C T U R E 03/09/2018L6 - Details Ed i n a F l a t s 1 / 2 " = 1 ' - 0 " 1 SH R U B / S M A L L T R E E P L A N T I N G D E T A I L 1 1 / 2 " = 1 ' - 0 " 2 RO C K M U L C H M A I N T E N A N C E S T R I P PL A N T I N G S O I L . 6 " D E P T H . S E E C I V I L FO R D R A I N A G E R E Q U I R E M E N T S . DR A I N A G E R A T E T E S T I N G M A Y B E RE Q U I R E D . SE E C I V I L F O R D R A I N A G E SE E P L A N S F O R AD J A C E N T C O N D I T I O N SE E C I V I L F O R G R A D I N G , CO N D I T I O N V A R I E S PL A N T I N G S , SE E P L A N . EN V I R O N M E N T A L D E S I G N MA S T E R P L A N N I N G LA N D S C A P E A R C H I T E C T U R E 03/09/2018L7 - Details Ed i n a F l a t s 1 / 4 " = 1 ' - 0 " 1 RA I N G A R D E N S E C T I O N Date: March 20, 2018 Agenda Item #: IV.L. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, Executive Assistant Item Activity: Subject:Approve New Date for Community Volunteer Recognition Reception Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve April 23, 5:30 p.m., as the rescheduled date for this event. INTRODUCTION: The Community Volunteer Recognition Reception was scheduled for March 5 and had to be cancelled because of weather. Date: March 20, 2018 Agenda Item #: V.A. To:Mayor and City Council Item Type: Other From:Debra A. Mangen, City Clerk Item Activity: Subject:Commissioner Jan Callison Update Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: District 6 Hennepin County Commissioner Jan Callison will be updating the Council on Hennepin County. Date: March 20, 2018 Agenda Item #: V.B. To:Mayor and City Council Item Type: Other From:Kaylin Eidsness, Senior Communications Coordinator Item Activity: Subject:Speak Up, Edina!: Aquatic Center's 60th Anniversary Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: No action requested. INTRODUCTION: The SpeakUpEdina.org discussion, which focused on the 60th anniversary of the Edina Aquatic Center, ran from Feb. 9 through March 2. During the conversation, the City asked the following questions: What are your favorite memories of the Edina Aquatic Center? What’s your favorite amenity (e.g. zip line, water slides, zero-depth play structure) at the Edina Aquatic Center and why? How can the Edina Aquatic Center improve the facility in the next decade? How should the Edina Aquatic Center celebrate its 60th anniversary this summer? There were 22 comments made in the discussion. Additionally, 285 users visited the site, garnering 1,103 page views. ATTACHMENTS: Description Aquatic Center Discussion Speak Up Edina Staff Presentation Aquatic Center 60th Anniversary Closed Mar 02, 2018 · Discussion · 10 Participants · 4 Topics · 22 Answers · 8 Replies · 3 Votes 10 4 22 8 3 PARTICIPANTS TOPICS ANSWERS REPLIES VOTES SUMMARY OF TOPICS AMENITIES 2 Answers · 0 Replies What's your favorite amenity (e.g. zip line, water slides, zero-depth play structure, etc.) at the Edina Aquatic Center and why? Catherine Thurk · Citizen · (Postal Code: 55439) · Feb 20, 2018 2:18 pm 0 Votes My kids love the diving boards, the zip lines, and tub slides. When they were younger the zero -depth structure as well. It's a great amenity - there really isn't a better one in the twin cities. Jake Omodt · Citizen · (Postal Code: unknown) · Mar 02, 2018 9:36 am 0 Votes I love the zipline. I think the zipline is one of the coolest things to have at a pool, I haven't seen anything like it anywhere else. I have never been on the Flowrider but it looks like it would be a blast! I think it's the only outdoor Flowrider in Minnesota, which is super cool! FACILITY IMPROVEMENTS 12 Answers · 5 Replies How can the Edina Aquatic Center improve the facility in the next decade? Stephanie Rasley · Citizen · (Postal Code: 55435) · Feb 09, 2018 7:33 pm 1 Votes I love the facility! A couple ideas for improvements: - music not so loud; and - more healthy food options Thank you! Response: Kaylin Eidsness · Admin · (Postal Code: 55424) · Feb 13, 2018 11:53 am Thanks, Stephanie! What kind of healthy food options would you like to see available? 1 of 4 Full Report Aquatic Center 60th Anniversary Closed Mar 02, 2018 · Discussion · 10 Participants · 4 Topics · 22 Answers · 8 Replies · 3 Votes Meghan Figueroa · Citizen · (Postal Code: 55439) · Feb 12, 2018 9:15 pm 0 Votes Agree: Better, healthier concessions would be a HUGE improvement. Response: Kaylin Eidsness · Admin · (Postal Code: 55424) · Feb 13, 2018 11:53 am Thanks, Meghan! What kind of healthy food options would you like to see available? Amy Olson · Citizen · (Postal Code: unknown) · Feb 13, 2018 12:22 pm 1 Votes Post food prices in even numbers to include tax. One of the main hold-ups in the concession line is kids who don't have enough money because they didn't know there was tax. The second hold up is the counting of change to accommodate final prices. Response: Usha Abramovitz · Citizen · (Postal Code: 55439) · Feb 14, 2018 7:05 am We could take advantage of technology and perhaps allow families to fund small accounts at the pool for use by their kids/family members - sort of a credit to be used against purchases. These could have daily spend limits, or an option for texts to account holder (parents) to alert/approve purchase. Usha Abramovitz · Citizen · (Postal Code: 55439) · Feb 14, 2018 7:00 am 0 Votes I would love to see something like the Eden Prairie Community Center, in Edina. At the very least, indoor lap pools, a place for all ages to play indoor sports, community rooms for group classes and community services events. We are so focused these days on commercializing Edina; it is time to take some of the returns on these investments and use them to put money back into connecting and revitalizing the existing residential community. Catherine Thurk · Citizen · (Postal Code: 55439) · Feb 20, 2018 2:21 pm 0 Votes Love this amenity as well. I don't think it needs any major improvements. I guess I'd like to see the bathrooms a little cleaner. Also heather food - what about some salads or wraps? I agree with above post of actually having a "proper community center"- but this wouldn't be the location for it. This is a great outdoor summer amenity. Sara Kaufman Sara Kaufman · Citizen · (Postal Code: 55424) · Feb 26, 2018 10:43 pm 0 Votes The facility is pretty great already. Love that it has something for kids of all ages. If I could improve one thing, it would be to add more shade structures. Thanks! 2 of 4 Full Report Aquatic Center 60th Anniversary Closed Mar 02, 2018 · Discussion · 10 Participants · 4 Topics · 22 Answers · 8 Replies · 3 Votes Jake Omodt · Citizen · (Postal Code: unknown) · Mar 02, 2018 9:43 am 0 Votes The St. Louis Park pool has drop-off slides which are pretty fun and cool. I enjoy going on them when I go there. I also think adding more shade structures would be a good idea. 60TH ANNIVERSARY 6 Answers · 3 Replies How should the Edina Aquatic Center celebrate its 60th Anniversary this summer? Sharon Hierlmaier · Citizen · (Postal Code: 55436) · Feb 14, 2018 8:50 pm 0 Votes I have been taking school age groups to the Aquatic Center for over 20 years and the students love it. I asked one of my students "What would you suggest to the city to do to celebrate the 60th Anniversary. She responded " Have a Swimathon". and the money raised would go to a nonprofit in the community". :-) Response: Kaylin Eidsness · Admin · (Postal Code: 55424) · Feb 21, 2018 1:58 pm Love that idea! Thank you for sharing, Sharon. Did your students have any other suggestions? Kids are full of good ideas! Catherine Thurk · Citizen · (Postal Code: 55439) · Feb 20, 2018 2:16 pm 0 Votes How about offering Teen nights? (or late afternoons). Movie nights? Response: Kaylin Eidsness · Admin · (Postal Code: 55424) · Feb 21, 2018 2:14 pm Great idea, Catherine! Should special activities be offered with teen nights? If so, any suggestions? Jake Omodt · Citizen · (Postal Code: unknown) · Mar 02, 2018 9:49 am 0 Votes I like the idea of having a teen night with a food truck. Another cool idea could be trying to break a world record like the largest gathering of people wearing swim caps. Or maybe a competition on the Flowrider. People could sign up in divisions based on skill or age and compete for a prize. Might be a cool way to showcase the Flowrider. MEMORIES 2 Answers · 0 Replies What are your favorite memories at the Edina Aquatic Center? 3 of 4 Full Report Aquatic Center 60th Anniversary Closed Mar 02, 2018 · Discussion · 10 Participants · 4 Topics · 22 Answers · 8 Replies · 3 Votes stephanie olson · Citizen · (Postal Code: unknown) · Feb 13, 2018 12:49 pm 0 Votes comment...When you were looking for someone or if your mom needed to find you, they would announce it on the loud speaker; "Kirby Marquardt to the basket room" Teresa Black to the basket room" Lisa Armstrong to the basket room. Jake Omodt · Citizen · (Postal Code: unknown) · Mar 02, 2018 9:34 am 0 Votes I remember going to the Edina Pool for the first time with my cousins when I was 5 or 6 and was in awe. I couldn't believe the pool had a zipline. I thought it was the coolest thing in the world because I had never seen one before. I told everyone I was with I wanted to do that first and when I finally made my way to the front of the line, I got scared and didn't go down. After some encouragement, I made it but it took me a good 15-20 minutes to get the courage to do it. 4 of 4 Full Report Speak Up, Edina! February Discussion: Aquatic Center’s 60th Anniversary SpeakUpEdina.org EdinaMN.gov 2 Aquatic Center’s 60th Anniversary In this discussion, the City posed the following questions: •What are your favorite memories at the Edina Aquatic Center? •What’s your favorite amenity (e.g. zip line, water slides, zero-depth play structure) at the Edina Aquatic Center and why? •How can the Edina Aquatic Center improve the facility in the next decade? •How should the Edina Aquatic Center celebrate its 60th anniversary this summer? EdinaMN.gov 3 February Discussion •Open Feb. 9-March 2 •22 comments •285 users •83.4% of the sessions from new visitors •1,103 page views EdinaMN.gov 4 •Love the zip line and zero-depth entry pool. •Very complimentary of the Aquatic Center. •Healthier concession options. •Post food prices to include tax. •Create accounts people can add food purchases to. •Keep the bathrooms cleaner. •Host a swimathon. •Offer teen nights, with a food truck. •Remembered being reached through the loud speaker system. •Remembered being a young boy and excited about the new zip line, but once he got to the front of the line, was too scared to ride it. Eventually was courageous enough to give it a go! In Summary EdinaMN.gov 5 Speak Up, Edina! •Current Discussion Topic: Bike Sharing EdinaMN.gov 6 Speak Up, Edina! Questions? SpeakUpEdina.org EdinaMN.gov 7 Date: March 20, 2018 Agenda Item #: V.C. To:Mayor and City Council Item Type: Report / Recommendation From:Debra A. Mangen, City Clerk Item Activity: Subject:Proclamation: March 29, 2018 Vietnam Veterans Day In Edina Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Motion adopting Proclamation declaring March 29, 2018 Vietnam Veterans Day in Edina. INTRODUCTION: As directed by Council at their March 6 meeting staff has prepared the attached proclamation for adoption. ATTACHMENTS: Description Vietnam Day Proclamation PROCLAMATION NATIONAL VIETNAM WAR VETERANS DAY MARCH 29, 2018 WHEREAS, America’s involvement in Vietnam began in June 1954 with military advisors, escalated into 11 years of military combat involving three million servicemen and servicewomen had been on the ground, in the air, on the rivers, and at sea within Vietnam’s borders serving in some capacity who survived and the 58,260 who gave their lives; and WHEREAS, the freedoms and liberties we are blessed to enjoy are a direct result of the courage, devotion and sacrifice of the members of our Armed Forces and we are grateful for their brave service. WHEREAS, on March 29, 1973 combat and combat support units withdrew from South Vietnam; and WHEREAS, returning Vietnam Veterans did not receive respectful welcome upon their arrival on American soil, while working to make a difference in the lives of fellow Americans; and WHEREAS, National Vietnam War Veterans Day we recognize the service and duty rendered by all service men and women of this era. NOW, THEREFORE, I, James B. Hovland, Mayor of the City of Edina, Minnesota do hereby proclaim March 29, 2018 as NATIONAL VIETNAM WAR VETERANS DAY And commend all Edina citizens to recognize and thank our Vietnam War Veterans for their service to the United States. IN WITNESS WHEREOF, I have hereunto set my hand this 29th day of March, in the year of the Lord two thousand eighteen. James B. Hovland, Mayor Date: March 20, 2018 Agenda Item #: VI.A. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:PUBLIC HEARING: Resolution No. 2018-27, Ordinance No. 2018-06, Rezoning with Variances, Ted Carlson on Behalf of Caribou Coffee & Einstein Bagels, 5000 Vernon Avenue Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Resolution No. 2018-27, denying the request. INTRODUCTION: On March 14, 2018 the P lanning Commission held a public hearing and recommended denial of the request. Vote 8 Ayes and 1 Nay. Staff also recommends denial. Staff's report to the Planning Commission included alternatives for approval and denial; therefore, a resolution for approval of the project is included if the Council chooses to support the project. ATTACHMENTS: Description Resolution No. 2018-27 (Denial) Resolution No. 2018-27 (Approval) Site Location & Pages from the Granview Transportation Study & Development Framework Planning Commission Staff Memo Engineer's Memo Applicant Narrative & Plans Additonal Plan Submittal Draft March 14, 2018 Planning Commission Minutes Traffic Study Caribou Edina Caribou Presentation Staff Presentation Caribou Option 1 Graphic Vernon EB Double Thru March 14, 2018 Planning Commission Cary Teague, Community Development Director Rezoning with Variances, 5000 Vernon Avenue for Caribou Coffee & Einstein Bagel Information / Background: Ted Carlson on behalf of Caribou Coffee and Einstein Bagels is proposing to tear down the existing 5,000 square foot structure at 5000 Vernon Avenue and construct a new 2,748 square foot Caribou Coffee and Einstein Bagel Shop and drive-through. Per the Grandview Transportation Study, the applicant is proposing to provide a 5-foot easement on both Interlachen and Vernon to provide for future roadway improvements; and is proposing to bury all above ground utility wires/poles. The request requires the following: Rezoning from Planned Commercial District 4, (PCD-4) to Planned Commercial District 2, (PCD-2) Setback Variances as follows: 1. Building Front Yard Setback (Vernon) from 35 to 25 feet 2. Parking/Drive Aisle Setback (Interlachen) from 20 feet to 5 feet (Existing condition) 3. Parking/Drive Aisle Setback (Vernon) from 20 feet to 4 feet (Existing condition) 4. Parking/Drive Aisle Setback (Rear) from 10 feet to 8 feet (Existing condition) The proposed uses would be allowed in the surrounding PCD-2 Zoning Districts and allowed in the MXC-Mixed Use Center designation of the Comprehensive Plan. The applicant has responded to the previous Planning Commission comments and the Traffic Impact Study done by Spack Consulting. (See attached Traffic Impact Study.) The revisions include: reduced the width of the drive-through and bypass lane; expanded patio size, added pervious pavers, would add signage to control traffic; designated STAFF REPORT Page 2 employee parking spaces as the spaces that would be blocked by the stacking lane; would have traffic guards to control stacking, would install “do not block intersection signs.” revised the plans to incorporate future road improvements, and added pedestrian connections across the drive-aisle from the sidewalks along Vernon and Interlachen. (See applicant narrative.) Surrounding Land Uses Northerly: Holiday Gas Station; zoned PCD-4, Planned Commercial District and guided MXC, Mixed Use Center. Easterly: Davani’s Restaurant; zoned PCD-2, Planned Commercial District and guided MXC, Mixed Use Center. Southerly: Edina Liquor Store: zoned PCD-2, Planned Commercial District and guided MXC, Mixed Use Center. Westerly: High Density Residential Housing & Auto Repair; zoned HDR, High Density Residential & PCD-4, Planned Commercial District; guided MXC, Mixed Use Center. Existing Site Features The subject property is 26,379 square feet in size, and nearly entirely paved. There is a large retaining wall along the west lot line. The proposed project would be an improvement over existing conditions on the site. Planning Guide Plan designation: MXC – Mixed Use Center. Zoning: PCD-4, Planned Commercial District The table on the following page demonstrates the projects compliance against the proposed PCD-2 zoning requirements: STAFF REPORT Page 3 COMPLIANCE TABLE City Standard (PCD-2) Proposed Building Setbacks Front – Interlachen Front – Vernon Side – West Parking Drive Aisle Front – Interlachen Front – Vernon Side – West 35 feet 35 feet 25 feet 20 feet 20 feet 10 feet 50 feet 25 feet* 29 feet 5 feet* 4 feet* 10 feet Building Height Four stories and 48 feet One-story Maximum Floor Area Ratio (FAR) 1.5% .12% Parking Stalls 18 stalls 22 stalls Parking Stall Size 8.5’ x 18’ 8.5 x 18’ Drive Aisle Width 24 feet 24 feet Drive Through Stacking 4 stalls 12 stalls *Variance Required Drainage/Utilities The city engineer has reviewed the proposed utilities and grading and drainage plans and found them to be generally acceptable. Currently there are no drainage controls on the site. The proposal with underground storage and increase in green space would be an improvement over existing conditions. (See the City Engineer’s memo attached.) A condition of approval should include meeting all of the conditions outlined in the city engineer’s memo. A permit would also be required from the Nine Mile Creek Watershed District. Parking Based on the square footage of the building, 18 parking stalls are required. The site plan demonstrates 22 built parking stalls. Landscaping Based on the perimeter of the site 19 over-story trees would be required. The applicant has provided a landscape plan that meets the city code requirement. Extra landscaping is provided around the building and at the intersection. Bike Racks Bike racks are proposed at the north entrance of the building. Minimum code requirement for the number of bicycle spaces within the rack would be one. STAFF REPORT Page 4 Garbage Area Garbage would be collected with the building at the north corner. Garbage trucks would load the trash during off hours and would travel in the one-way portion of the drive-through area. Building Design The new building would be constructed of a variety of brick. (See attached building renderings and materials.) The proposed new building would be a vast improvement over the current buildings on the site. Sidewalks/Living Streets/Multi-Modal Consideration Sec. 36-1274. - Sidewalks, trails and bicycle facilities. (a) In order to promote and provide safe and effective sidewalks and trails in the city and encourage the use of bicycles for recreation and transportation, the following improvements are required, as a condition of approval, on developments requiring the approval of a final development plan or the issuance of a conditional use permit pursuant to article V of this chapter: (1) It is the policy of the city to require the construction of sidewalks and trails wherever feasible so as to encourage pedestrian and bicycle connectivity throughout the city. Therefore, developments shall provide sidewalks and trails which adjoin the applicant's property: a. In locations shown on the city's sidewalk and trail plan; and b. In other locations where the council finds that the provision of such sidewalks and trails enhance public access to mass transit facilities or connections to other existing or planned sidewalks, trails or public facilities. (2) Developments shall provide sidewalks between building entrances and sidewalks or trails which exist or which will be constructed pursuant to this section. (3) Developments shall provide direct sidewalk and trail connections with adjoining properties where appropriate. (4) Developments must provide direct sidewalk and trail connections to transit stations or transit stops adjoining the property. (5) Design standards for sidewalks and trails shall be prescribed by the engineer. (6) Nonresidential developments having an off-street automobile parking requirement of 20 or more spaces must provide off-street bicycle parking spaces where bicycles may be parked and secured from theft by their owners. The minimum number of bicycle parking spaces required shall be five percent of the automobile parking space requirement. The design and placement of bicycle parking spaces and bicycle racks used to secure bicycles shall be subject to the approval of the city engineer. Whenever possible, STAFF REPORT Page 5 bicycle parking spaces shall be located within 50 feet of a public entrance to a principal building. (b) The expense of the improvements set forth in subsection (a) of this section shall be borne by the applicant. The applicant has revised the site plan from the sketch plan to address concerns. Per the Grandview District Transportation Plan, a bike path is added along Interlachen in addition to the additional turn lane, a sidewalk is added along Vernon with a 2-foot buffer and the corner reconfigured with a pedestrian connection across the parking lot in two locations. However, the sidewalks are located 2 feet from the roadway on Vernon and adjacent to a future bike lane on Interlachen which is not a desired in the Grandview District Development Framework. (See attached.) Site Access & Traffic Access would be provided to the site off both Interlachen and Vernon. The driveway entrance on Vernon closest to the stop light would be removed for safety. Spack Consulting completed a traffic study to analyze impacts on the adjacent roadways. (See attached study.) The study concludes that the capacity of the adjacent roadways can support the proposed use. However, the study also concludes that the proposed use could cause the following traffic issues (See page 15 of the study): Southbound queues on Interlachen could block the drive entrance into the site, even with the construction of an additional southbound turn lane, which is also recommended. Drive-through circulation will routinely block six parking stalls during peak periods and cause general conflicts. Studies of other coffee shop drive-thru stacking suggest an 85th percentile maximum queue length of 13.5 vehicles. The proposed site plan shows storage for 12 vehicles. One or two additional vehicles, matching the study of other sites, would impact site circulation, the access intersection with Interlachen Boulevard, and potential the Interlachen Boulevard/Vernon Avenue intersection during peak periods. The sidewalk design lacks boulevard separation from the driving and parking areas, which decreases pedestrian comfort. The Grandview Transportation Study recognizes buffers as a key component to improved walkability. Drive Through A coffee shop with a drive-through facility is a permitted use in the PCD-2 zoning district. While the proposed stacking space complies with the City’s minimum code requirements; concern has been raised by the traffic consultant as mentioned. The proposed queues could interfere with parking, site circulation and potentially the Vernon/Interlachen intersection. STAFF REPORT Page 6 Per Sec. 36-1264, drive-through facility standards, the number of stacking spaces shall be at least four. No stacking space shall encroach into any drive aisle necessary for the circulation of vehicles. There is adequate room for 12 cars to be stacked without encroaching on required drive aisles; however, three stalls would be blocked by the drive-through staking. The traffic study indicates that the 85th percentile maximum queue length is 13.5 vehicles. Should traffic reach this volume, which is likely given existing traffic in the area, it could impact Interlachen. Should the City approve this proposal, a duel drive-through should be installed as suggested by the Spack traffic report. Variance – Building & Parking Lot Setback Per the Sec. 36 of the Zoning Ordinance, a variance should not be granted unless it is found that the enforcement of the Ordinance would cause practical difficulties in complying with the Zoning Ordinance and that the use is reasonable. As demonstrated below, staff believes the proposal does meet the variance standards, when applying the three conditions: Minnesota Statues and Edina Ordinances require that the following conditions must be satisfied affirmatively. The Proposed Variance will: 1) Relieve practical difficulties that prevent a reasonable use from complying with ordinance requirements. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. There are practical difficulties with this site, they include: the small size of the lot, the triangular shape, and being located on a corner with two large street frontages. Additionally, the existing building and parking areas are considered legal existing non-conforming uses. The proposed development would be more in conformance than existing conditions and an improvement over existing conditions. The City would also obtain needed right-of-way for future roadway improvements recommended in the Grandview Transportation Study. However, the staff questions the reasonableness of the proposal for this site. The building could be located on the site to meet the required setback. The parking stalls are extended into the required setback due to the need for a drive-through. Cars stacking from the drive-through interfere with parking stalls and could extend into Interlachen. That condition currently exists in this neighborhood on Arcadia with the Starbuck drive-through, which causes an unsafe condition. Given the current traffic conditions at the Interlachen/Vernon Intersection, a coffee and food drive- through may not be an appropriate use for the site. Reasonable use exists on the site with the existing 5,000 square of retail space. The proposed pedestrian STAFF REPORT Page 7 walkways along Vernon and France are not consistent with the Grandview District Framework due to the large drive-through and parking lot areas. Sidewalks are located 2 feet from the roadway on Vernon and adjacent to a future bike lane on Interlachen which is not a desired in the Grandview District Development Framework. (See attached.) If there were no drive-through on the site there could be room on the site to locate sidewalks further away from Interlachen and Vernon and a safer and more convenient sidewalk connection to proposed uses on the site. 2) There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? Yes. The circumstances of the small and triangular shaped lot on two arterial roadways are unique to similarly zoned property. These conditions were not created by the applicant. 3) Will the variance alter the essential character of the neighborhood? No. The proposed building and drive-through uses would not alter the character of the neighborhood. Automobile oriented uses have existed on the site (oil change) and retail. There are several automobile oriented uses in this neighborhood including gas stations, auto repair, and a coffee shop with a drive-through. Rezoning Per Section 36-216 of the Zoning Ordinance, the Planning Commission is asked to consider all Rezoning requests subject to the following: (1) Is consistent with the Comprehensive Plan; The proposed uses are consistent with the uses suggested in the Comprehensive Plan. The site is guided MXC, Mixed Use Center. See the development guidelines below. MXC Mixed-Use Center Current examples: • 50th and France • Grandview Established or emerging mixed use districts serving areas larger than one neighborhood (and beyond city boundaries). Primary uses: Retail, office, service, multifamily residential, institutional uses, parks and open space. Vertical mixed use should be encouraged, and may be required on larger sites. Maintain existing, or create new, pedestrian and streetscape amenities; encourage or require structured parking. Buildings “step down” in height from intersections. 4 stories at 50th & France; 3-6 stories at Grandview 12-100 residential dwelling units/acre Floor to Area Ratio-Per current Zoning Code: maximum of 1.5 The following are the guiding principles of the Grandview District Framework: (See attached.) STAFF REPORT Page 8 1. Leverage publicly-owned parcels and civic presence to create a vibrant and connected District that serves as a catalyst for high quality, integrated public and private development. 2. Enhance the District’s economic viability as a neighborhood center with regional connections, recognizing that meeting the needs of both businesses and residents will make the District a good place to do business. 3. Turn perceived barriers into opportunities. Consider layering development over supporting infrastructure and taking advantage of the natural topography of the area. 4. Design for the present and the future by pursuing logical increments of change using key parcels as stepping stones to a more vibrant, walkable, functional, attractive, and life-filled place. 5. Organize parking as an effective resource for the District by linking community parking to public and private destinations while also providing parking that is convenient for businesses and customers. 6. Improve movement within and access to the District for people of all ages by facilitating multiple modes of transportation, and preserve future transit opportunities provided by the rail corridor. 7. Create an identity and unique sense of place that incorporates natural spaces into a high quality and sustainable development reflecting Edina’s innovative development heritage. The following is one of the three primary goals of the Framework: Completely rethink and reorganize the District’s transportation infrastructure to: 1. Make the District accessible and inviting to pedestrians and cyclists; 2. Create connections between the different parts of the District; 3. Maintain automobile-friendly access to convenience retail; 4. Create separate pathways for “pass-through” and “destination” automobile traffic; and 5. Preserve future transit opportunities provided by the rail corridor in a way that ensures that the kinds of opportunities pursued in the future are consistent with the character we envision for the District and provide benefit to the surrounding neighborhood. One of the primary issues expressed during the preparation of the Grandview District Framework plan was the lack of safe pedestrian and bicycle areas. The area is dominated by the automobile. A primary goal is to create a more pedestrian and bike friendly district. The proposed automobile oriented use that promotes customers to never leave their vehicle is in contrast with that vision. Pedestrians would be in conflict with the drive-through when accessing the proposed new store. The proposal does not create a separate pathway for destination automobile traffic. Pedestrians need to cross through the parking and drive-through areas. (2) Will not be detrimental to properties surrounding the tract; STAFF REPORT Page 9 The proposed project would not be detrimental to surrounding properties. The use is permitted and consistent with the neighborhood. However, as mentioned, the proposed use would not promote a sense of pedestrian or bicycle oriented use. (3) Will not result in an overly intensive land use; (4) Will not result in undue traffic congestion or traffic hazards; The proposal is not an overly intensive land use. Spack Consulting concluded that the existing roadway volume capacity can support the proposal. However, the drive through could be in conflict (See attached traffic study.) The study concludes that the proposed use could cause the following traffic issues: Southbound queues on Interlachen could block the drive entrance into the site, even with the construction of an additional southbound turn lane, which is also recommended. Drive-through circulation will routinely block six parking stalls during peak periods and cause general conflicts. Studies of other coffee shop drive-thru stacking suggest an 85th percentile maximum queue length of 13.5 vehicles. The proposed site plan shows storage for 12 vehicles. One or two additional vehicles, matching the study of other sites, would impact site circulation, the access intersection with Interlachen Boulevard, and potential the Interlachen Boulevard/Vernon Avenue intersection during peak periods. The sidewalk design lacks boulevard separation from the driving and parking areas, which decreases pedestrian comfort. The Grandview Transportation Study recognizes buffers as a key component to improved walkability. (5) Conforms to the provisions of this section and other applicable provisions of this Code; and Other than the variances requested, the project would conform to PCD-2 zoning regulations. While variances are requested, the conditions of the site would be greatly improved. (6) Provides a proper relationship between the proposed improvements, existing structures, open space and natural features. As mentioned, the proposed use would be an improvement to the existing conditions on the site, staff has concern over the proposed drive-through and the impacts it could have to traffic in the area and the pedestrian and bicycle experience in the Grandview District. STAFF REPORT Page 10 PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issues • Is the proposed rezoning and development plan reasonable for this site? No. Staff does not support the rezoning for the following reasons: 1. The proposal is inconsistent with the Grandview District Development Framework vision of creating a more pedestrian friendly district. While sidewalks and bike lanes are proposed, they would be in conflict with the drive-through, drive-aisles and parking lot when accessing the proposed new store. A Goal of the Grandview Framework and the Grandview Transportation Study is to create a separate pathway for destination automobile traffic. The following goals are highlighted: “Completely rethink and reorganize the District’s transportation infrastructure to: Make the District accessible and inviting to pedestrians and cyclists; Create connections between the different parts of the District; Maintain automobile-friendly access to convenience retail; Create separate pathways for “pass-through” and “destination” automobile traffic; and Preserve future transit opportunities provided by the rail corridor in a way that ensures that the kinds of opportunities pursued in the future are consistent with the character we envision for the District and provide benefit to the surrounding neighborhood.” The proposed automobile oriented use promotes customers to not have to leave their vehicle is in contrast with the above. Pedestrians would be in conflict with the drive-through and parking areas when accessing the proposed new store. 2. The sidewalk design lacks adequate boulevard separation from the driving and parking areas, which decreases pedestrian comfort. The Grandview Transportation Study recognizes buffers as a key component to improved walkability. (See attached pages from the Transportation Study.) 3. The proposal could have negative impacts on adjacent roadways. The Spack Consulting Traffic Impact Study identified the following issues: Southbound queues on Interlachen could block the drive entrance into the site, even with the construction of an additional southbound turn lane, which is also recommended. Drive-through circulation will routinely block six parking stalls during peak periods and cause general conflicts. Studies of other coffee shop drive-thru stacking suggest an 85th percentile maximum queue length of 13.5 vehicles. The proposed site plan shows storage for 12 vehicles. One or two additional vehicles, matching the study of other sites, would impact site circulation, the access intersection with Interlachen Boulevard, STAFF REPORT Page 11 and potential the Interlachen Boulevard/Vernon Avenue intersection during peak periods. The sidewalk design lacks adequate boulevard separation from the driving and parking areas, which decreases pedestrian comfort. The Grandview Transportation Study recognizes buffers as a key component to improved walkability. 4. Drive-through circulation would block required parking. 5. If there were no drive-through on the site there could be room on the site to locate sidewalks further away from Interlachen and Vernon and a safer and more convenient sidewalk connection to proposed uses on the site. • Are the proposed Variances reasonable? There are practical difficulties with this site, they include: the small size of the lot, the triangular shape, and being located on a corner with two large street frontages. Additionally, the existing building and parking areas are considered legal existing non- conforming uses. The proposed development would be more in conformance than existing conditions and an improvement over existing conditions. The City would also obtain needed right-of-way for future roadway improvements recommended in the Grandview Transportation Study. However, as mentioned above, staff questions the reasonableness of the proposal for this site. The building could be located on the site to meet the required setback. The parking stalls are extended into the required setback due to the need for a drive-through. Cars stacking from the drive-through interfere with parking stalls and could extend into Interlachen. That condition exists in this neighborhood on Arcadia with the Starbuck drive-through, which causes an unsafe condition. Given the current traffic conditions at the Interlachen/Vernon Intersection, a coffee and food drive-through may not be an appropriate use for the site. Reasonable use exists on the site with the existing 5,000 square of retail space. The proposed pedestrian walkways are not adequate due to the large drive-through and parking lot areas. If there were no drive- through on the site there could be room on the site to locate sidewalks further away from Interlachen and Vernon and a safer and more convenient sidewalk connection to proposed uses on the site, consistent with the Grandview Framework and Transportation Plan. STAFF REPORT Page 12 Conclusion/Recommendation As this is a request for a Rezoning with Variances, the City has discretion as to approving or denying this request. (See the attached pyramid of discretion.) Therefore, staff is providing the Planning Commission and City Council alternative actions to be considered: Approval Recommend that the City Council approve the requested Rezoning from PCD-4 to PCD-2 with the required Variances. Approval is subject to the following findings: 1. The proposed uses are allowed in the PCD-2 Zoning District. 2. The proposed development would be an improvement over the existing use and buildings on the site. 3. The City would receive needed right-of-way along Vernon and Interlachen for future roadway improvements. 4. The existing utility poles and overhead wires would be removed and buried. 5. The proposed variances are reasonable. The practical difficulties for this site include the small lot size, the triangular shape and being a corner lot located on arterial roadways. 6. The existing building and parking areas are considered legal existing non-conforming uses. The proposed development would be more in conformance than existing conditions. 7. Spack consulting has concluded that the existing roadways can support the proposed use, and with proper on site management of the drive-through, including constructing a double drive-through lane, the drive-through stacking should not extend on to public roadways. Approval is subject to the following conditions: 1. The Plans must be consistent with the Development Plans dated January 30, 2018, and the revised plans and materials board as presented to the Planning Commission. 2. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. The property owner is responsible for replacing any required landscaping that dies after the project is built. STAFF REPORT Page 13 3. Compliance with all of the conditions outlined in the city engineer’s memo dated March 7, 2018. 4. Provision of code compliant bike racks near the building entrances. 5. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 6. Roof-top mechanical equipment shall be screened from adjacent residential property, per Section 36-1459 of the City Code. 7. Final Lighting Plan must meet all minimum lighting requirements per Chapter 36 of the Zoning Ordinance. Lighting shall be down lit. 8. Compliance with the recommendations in the Space Traffic Impact Study, including the reconfiguration of the drive-through to be dual lane. Denial Recommend the City Council deny the request for a Rezoning with Variances. Denial is based on the following findings: 1. The proposal is inconsistent with the Grandview District Transportation Plan and Grandview District Development Framework vision of creating a more pedestrian friendly district. A Goal of the Grandview Framework is to create a separate pathway for destination automobile traffic. The following goals are highlighted: “Completely rethink and reorganize the District’s transportation infrastructure to: Make the District accessible and inviting to pedestrians and cyclists; Create connections between the different parts of the District; Maintain automobile-friendly access to convenience retail; Create separate pathways for “pass-through” and “destination” automobile traffic; and Preserve future transit opportunities provided by the rail corridor in a way that ensures that the kinds of opportunities pursued in the future are consistent with the character we envision for the District and provide benefit to the surrounding neighborhood.” The proposed automobile oriented use promotes customers to never leave their vehicle is in contrast with the above. Pedestrians would be in conflict with the drive- through and parking areas when accessing the proposed new store. 2. The sidewalk design lacks adequate boulevard separation from the driving and parking areas, which decreases pedestrian comfort. The Grandview Transportation Study recognizes buffers as a key component to improved walkability. STAFF REPORT Page 14 3. The proposal could have negative impacts on adjacent roadways. The Spack Consulting Traffic Impact Study identified the following issues: Southbound queues on Interlachen could block the drive entrance into the site, even with the construction of an additional southbound turn lane, which is also recommended. Drive-through circulation will routinely block six parking stalls during peak periods and cause general conflicts. Studies of other coffee shop drive-thru stacking suggest an 85th percentile maximum queue length of 13.5 vehicles. The proposed site plan shows storage for 12 vehicles. One or two additional vehicles, matching the study of other sites, would impact site circulation, the access intersection with Interlachen Boulevard, and potential the Interlachen Boulevard/Vernon Avenue intersection during peak periods. The sidewalk design lacks boulevard separation from the driving and parking areas, which decreases pedestrian comfort. The Grandview Transportation Study recognizes buffers as a key component to improved walkability. 4. Drive-through circulation would block required parking. 5. If there were no drive-through on the site there could be room on the site to locate sidewalks further away from Interlachen and Vernon and a safer and more convenient sidewalk connection to proposed uses on the site. 6. The proposal does not meet the Variance Criteria. The building could be located on the site to meet the required setback. The parking stalls are extended into the required setback due to the need for a drive-through. Cars stacking from the drive- through interfere with parking stalls and could extend into Interlachen. That condition exists in this neighborhood on Arcadia with the Starbuck drive-through, which causes an unsafe condition. Given the current traffic conditions at the Interlachen/Vernon Intersection, a coffee and food drive-through may not be an appropriate use for the site. 7. Reasonable use exists on the site with the existing 5,000 square of retail space. The proposed pedestrian walkways are not adequate due to the large drive-through and parking lot areas. Staff Recommendation: Staff recommends denial of the proposed Rezoning and Variances subject to the findings above. Draft Minutes☒ Approved Minutes☐ Approved Date: Click here to enter a date. Minutes City Of Edina, Minnesota Planning Commission Edina City Hall Council Chambers March 14, 2018 I. Call To Order Chair Olsen called the meeting to order at 7:05 P.M. II. Roll Call Answering the roll were: Commissioners Hobbs, Lee, Thorsen, Strauss, Nemerov, Hamilton, Bennett, Berube, Bennett, Chair Olsen. Student Members, Kivimaki and Jones. Staff, City Planner, Teague, Assistant Planner, Aaker Sr. Communications Coord., Eidsness III. Approval Of Meeting Agenda A motion was made by Commissioner Thorsen to approve the February 28, 2018 , meeting agenda. The motion was seconded by Commissioner Strauss. All voted aye. The motion carried. IV. Approval Of Meeting Minutes A motion was made by Commissioner Thorsen to approve the minutes of the February 28, 2018 meeting minutes to include the comments from Commissioner Lee. Commissioner Berube seconded the motion. All voted aye. The motion carried. V. Public Hearings B. Rezoning with Variances. 5000 Vernon Avenue, Edina, MN for Caribou Coffee and Einstein Bagel Staff Presentation Planner Teague reported that Ted Carlson on behalf of Caribou Coffee and Einstein Bagels is proposing to tear down the existing 5,000 square foot structure at 5000 Vernon Avenue and construct a new 2,748 square foot Caribou Coffee and Einstein Bagel Shop and drive-through. Per the Grandview Transportation Study, the applicant is proposing to provide a 5-foot easement on both Interlachen and Vernon to provide for future roadway improvements; and is proposing to bury all above ground utility wires/poles. The request requires the following: Draft Minutes☒ Approved Minutes☐ Approved Date: Click here to enter a date. Rezoning from Planned Commercial District 4, (PCD-4) to Planned Commercial District 2, (PCD-2) Setback Variances as follows: 1. Building Front Yard Setback (Vernon) from 35 to 25 feet 2. Parking/Drive Aisle Setback (Interlachen) from 20 feet to 5 feet (Existing condition) 3. Parking/Drive Aisle Setback (Vernon) from 20 feet to 4 feet (Existing condition) 4. Parking/Drive Aisle Setback (Rear) from 10 feet to 8 feet (Existing condition) Teague explained that the proposed uses would be allowed in the surrounding PCD-2 Zoning Districts and allowed in the MXC-Mixed Use Center designation of the Comprehensive Plan. Teague noted that the applicant has responded to the previous Planning Commission comments and the Traffic Impact Study done by Spack Consulting. The revisions include: reduced the width of the drive-through and bypass lane; expanded patio size, added pervious pavers, would add signage to control traffic; designated employee parking spaces that would be blocked by the stacking lane; would have traffic guards to control stacking, would install “do not block intersection signs,” revised the plans to incorporate future road improvements, and added pedestrian connections across the drive-aisle from the sidewalks along Vernon and Interlachen. As this is a request for a Rezoning with Variances, the City has discretion as to approving or denying this request. Staff is providing the Planning Commission and City Council alternative actions to be considered: Recommend that the City Council approve the requested Rezoning from PCD-4 to PCD-2 with the required Variances. Approval is subject to the following findings: 1. The proposed uses are allowed in the PCD-2 Zoning District. 2. The proposed development would be an improvement over the existing use and buildings on the site. 3. The City would receive needed right-of-way along Vernon and Interlachen for future roadway improvements. 4. The existing utility poles and overhead wires would be removed and buried. 5. The proposed variances are reasonable. The practical difficulties for this site include the small lot size, the triangular shape and being a corner lot located on arterial roadways. 6. The existing building and parking areas are considered legal existing non-conforming uses. The proposed development would be more in conformance than existing conditions. 7. Spack consulting has concluded that the existing roadways can support the proposed use, and with proper on site management of the drive-through, including constructing a double drive-through lane, the drive-through stacking should not extend on to public roadways. Approval is subject to the following conditions: Draft Minutes☒ Approved Minutes☐ Approved Date: Click here to enter a date. 1. The Plans must be consistent with the Development Plans dated January 30, 2018, and the revised plans and materials board as presented to the Planning Commission. 2. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. The property owner is responsible for replacing any required landscaping that dies after the project is built. 3. Compliance with all of the conditions outlined in the city engineer’s memo dated March 7, 2018. 4. Provision of code compliant bike racks near the building entrances. 5. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 6. Roof-top mechanical equipment shall be screened from adjacent residential property, per Section 36-1459 of the City Code. 7. Final Lighting Plan must meet all minimum lighting requirements per Chapter 36 of the Zoning Ordinance. Lighting shall be down lit. 8. Compliance with the recommendations in the Space Traffic Impact Study, including the reconfiguration of the drive-through to be dual lane. Teague stated if the Commission decides to recommend that the City Council deny the request for a Rezoning with Variances. Denial is based on the following findings: 1. The proposal is inconsistent with the Grandview District Transportation Plan and Grandview District Development Framework vision of creating a more pedestrian friendly district. A Goal of the Grandview Framework is to create a separate pathway for destination automobile traffic. The following goals are highlighted: “Completely rethink and reorganize the District’s transportation infrastructure to: Make the District accessible and inviting to pedestrians and cyclists; Create connections between the different parts of the District; Maintain automobile-friendly access to convenience retail; Create separate pathways for “pass-through” and “destination” automobile traffic; and Preserve future transit opportunities provided by the rail corridor in a way that ensures that the kinds of opportunities pursued in the future are consistent with the character we envision for the District and provide benefit to the surrounding neighborhood.” The proposed automobile oriented use promotes customers to never leave their vehicle is in contrast with the above. Pedestrians would be in conflict with the drive-through and parking areas when accessing the proposed new store. 2. The sidewalk design lacks boulevard separation from the driving and parking areas, which decreases pedestrian comfort. The Grandview Transportation Study recognizes buffers as a key component to improved walkability. 3. The proposal could have negative impacts on adjacent roadways. The Spack Consulting Traffic Impact Study identified the following issues: Draft Minutes☒ Approved Minutes☐ Approved Date: Click here to enter a date. Southbound queues on Interlachen could block the drive entrance into the site, even with the construction of an additional southbound turn lane, which is also recommended. Drive-through circulation will routinely block six parking stalls during peak periods and cause general conflicts. Studies of other coffee shop drive-thru stacking suggest an 85th percentile maximum queue length of 13.5 vehicles. The proposed site plan shows storage for 12 vehicles. One or two additional vehicles, matching the study of other sites, would impact site circulation, the access intersection with Interlachen Boulevard, and potential the Interlachen Boulevard/Vernon Avenue intersection during peak periods. The sidewalk design lacks boulevard separation from the driving and parking areas, which decreases pedestrian comfort. The Grandview Transportation Study recognizes buffers as a key component to improved walkability. 4. Drive-through circulation would block required parking. 5. If there were no drive-through on the site there could be room on the site to locate sidewalks further away from Interlachen and Vernon and a safer and more convenient sidewalk connection to proposed uses on the site. 6. The proposal does not meet the Variance Criteria. The building could be located on the site to meet the required setback. The parking stalls are extended into the required setback due to the need for a drive-through. Cars stacking from the drive-through interfere with parking stalls and could extend into Interlachen. That condition exists in this neighborhood on Arcadia with the Starbuck drive-through, which causes an unsafe condition. Given the current traffic conditions at the Interlachen/Vernon Intersection, a coffee and food drive-through may not be an appropriate use for the site. 7. Reasonable use exists on the site with the existing 5,000 square of retail space. The proposed pedestrian walkways are not adequate due to the large drive-through and parking lot areas. Appearing for the Applicant Ted Carlson, Orion Investments and Ed Farr, Edward Farr Architects Inc. Discussion/Comments/Questions Planner Teague was asked if the City has an enforcement tool if vehicles overflow onto Interlachen Boulevard as they wait for their coffee-bagel. Planner Teague responded he does not know how this would be handled by the Edina PD. Teague acknowledged that this was a concern. It was suggested that sometime in the future the City reevaluate drive-through criteria. Teague agreed. Teague was asked regardless of the outcome of this proposal would the proposed road improvements be implemented. Teague responded in the affirmative. Draft Minutes☒ Approved Minutes☐ Approved Date: Click here to enter a date. Applicant Presentation Mr. Farr delivered a power point presentation highlighting the proposed Caribou Coffee & Einstein Bagel shop as follows: • The proposal now incorporates the future road improvements planned by the City along Vernon and Interlachen. The plan provides the requested easements needed for the sidewalk encroachments. • Pedestrian connectivity from both Vernon Avenue and Interlachen Boulevard was enhanced with three new points of access. • 14-vehicle stack capability to include site signage to help with vehicle circulation, egress/ingress. • A designated pick-up waiting stall would be located beyond the pick-up window for orders that take longer to fill. • Employee parking is now located along the drive-through lane thereby not inconveniencing any customers if stacking occurs. • Relocation of the trash enclosure making it less visible from the public way. • Art wall. • Customer patio has been enlarged. • Bike Stations have been added. • Agreement if stacking becomes an issue that traffic guards would be hired to control the traffic. • The developer will pay for the removal of the wood power poles along Interlachen Boulevard. Concluding, Farr said with regard to the variances that he believes because of the shape and size of the lot variances can be supported. Paul Bader, Caribou Coffee addressed the Commission and explained the history of Caribou Coffee in Edina. He said the proposed Caribou/Einstein Bagel if approved would be the 10th location in Edina, adding the Caribou on 44th and France was the first. Badera stressed to the Commission that the drive- through is very critical for the success of the business. He told the Commission Caribou/Einstein would be leasing the space from Orion. With regard to traffic, Badera explained that he was presented the location one year ago; adding he spent many hours on site monitoring traffic movements. Padera concluded that he believes when construction was completed (if approved) he does not anticipate any changes in the traffic flow, adding he believes the proposed use would capture the present traffic not add more to it.. He stated their goal was to be part of the community and to enhance the area. Ted Carlson addressed the Commission and stressed that their goal is to become part of the community and to be a good neighborhood. Carlson said he was very invested in the community and the area. Continuing, Carlson acknowledged the difficulty of the site and the concerns expressed over traffic flow. He noted the difficulty of the site, topography, traffic, intersections, etc. and explained the proposed development can help solve some of the already existing site and traffic problems; however cannot solve all of the existing issues in the area. Carlson said what he wants to accomplish is a family and community space that works well for pedestrians, bike users and those who want to use the drive-through. Carlson said he believes that introducing Caribou Coffee/Einstein would alleviate some of the stress found on Draft Minutes☒ Approved Minutes☐ Approved Date: Click here to enter a date. Arcadia from the Starbucks. He told the Commission he also believes the project will capture what is already there, stressing their goal is to be successful and they would address any problems that arose; if there is a stacking problem they will solve it, if there is a pick-up wait problem they will solve it. Concluding, Carlson reiterated the uniqueness of the site and the difficulty in finding what would work. Mike Spack, traffic consultant said he agrees with everything said about the difficulty of this triangular site that adjoins two very busy streets/intersections. He stated he does not know what the right project is for the site; however, there are concerns (especially in the am) that stacking overflow could become a problem by spilling onto Interlachen Boulevard. Spack addressed the specific details of the traffic study and acknowledged he cannot give the City specific times or the length of time when problems could arise. He said he envisions that the majority of problems would arise before 11:00 am. He stressed again that this is a tough site, adding the City will need to decide on what they are comfortable with. The discussion ensued on the traffic study, observations by the applicant and the impact the proposed use as a restaurant coffee shop with drive through would have on the area. Again, Commissioners stressed that what is proposed looks much better than what is there; however, traffic and safety are a huge issue. Discussion/Comments/Questions Mr. Spack was asked if he could get comfortable with the 14-vehicle stack capacity. Spack reiterated that he could not provide the City with times overflow stacking could become an issue. He said he knows it would overflow at some point, adding the decision on the use of the site is the City’s. Public Hearing Chair Olsen opened the public hearing. The following residents spoke in opposition to the proposal. Noting their main concern was with traffic and safety. T. Sipprell, 5117 48th Street West, Edina, MN. Albert Walla, Vandervork Avenue, Edina, MN. Karen Erickson, 6016 William Avenue, Edina, MN. Chair Olsen asked if anyone else would like to speak to the issue; being none Commissioner Thorsen moved to close the public hearing. Commissioner Strauss seconded the motion. All voted aye. The motion carried. Discussion/Comment/Questions Commissioners shared the following: • An opinion was expressed that the project as presented is a good project and is an improvement to the site and that traffic could be managed is a safe manner. Draft Minutes☒ Approved Minutes☐ Approved Date: Click here to enter a date. • An opinion was expressed that while the proposal is an improvement to the site it feels like the project favors the vehicle. There are too many challenges creating a safe site if the drive-through window remains. • An opinion was expressed that the applicants did a great job. The question was raised “if not this than what” with the belief that the market would address many of the stacking concerns. • An opinion was expressed that the site as it stands today does not feel safe and if redeveloped as proposed that concern is still present. • An opinion was expressed that there was much to like about the proposal; however, what is proposed may be the wrong use for this corner. The future goals of the City focus less on the vehicle and more on creating connectivity for both pedestrians and bikers. • An opinion was expressed that the proposal was to car centered and the intensity added by the drive-through window may just be too much for this corner. More could be done to create a more pedestrian and bike friendly place. • Good job; but no drive-through. • An opinion was expressed that if this proposal was presented a few years ago comments may have been more favorable; however, at this time the City has embraced connectivity and in the future if approved one could look back on this decision and wonder “what was that Commission thinking”. There are negative aspects of the site, vehicle exhaust etc. that may be viewed differently in the future • Remove the drive-through. • The am traffic is the issue along with the drive-through. Motion Commissioner Nemerov moved to recommend that the City Council deny the rezoning request based on staff findings. Commissioner Thorsen seconded the motion. It was noted that it was clear that the drive-through was a stumbling block. Ayes; Miranda, Lee Thorsen, Nemerov, Hamilton, Bennett, Berube, Olsen. Nay; Strauss. Motion to deny carried 8-1. VI. Community Comment VII. Reports/Recommendations VIII. Correspondence And Petitions IX. Chair And Member Comments/Comprehensive Plan Liaison Comments X. Staff Comments XI. Adjournment I hereby certify this report was prepared by me or under my direct supervision, and I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. By: _________________________ Bryant J. Ficek, P.E., P.T.O.E. License No. 42802 Date: _________________________ Traffic Impact Study 5000 VERNON AVENUE COFFEE SHOP EDINA, MINNESOTA Traffic Impact Study i 5000 Vernon Avenue Coffee Shop Executive Summary Background: Carlson Commercial is proposing the 5000 Vernon Coffee Shop development located on the northwest corner of the Interlachen Boulevard and Vernon Avenue South intersection in Edina, Minnesota. The purpose of this study is to determine the traffic impacts associated with the build out of the proposed development on the study roads and intersections where significant impact is anticipated. Results: The principal findings of this study are: The proposed 5000 Vernon Coffee Shop development is expected to generate 226 new trips during an average weekday, 32 new trips during the a.m. peak hour and 26 new trips during the Saturday a.m. peak hour. The actual driveway trips, when accounting for pass-by trips, are 2,050 daily trips, 287 a.m. peak hour trips, and 234 Saturday peak hour trips. This expected traffic is more than the existing land uses or general retail would generate for the site. All roadways and intersections have acceptable delays based on the capacity analysis. However, the southbound queues on Interlachen Boulevard at the Vernon Avenue intersection often extend past the main site access. The proposed improvements at Interlachen Boulevard/Vernon Avenue (southbound dual lefts and westbound left turn lane) will help limit conflicts with the site access. The proposed site plan reduces the number of access points from three to two by removing the right in/right out on Vernon Avenue. Drive-thru circulation will routinely block up to six parking stalls during peak periods and cause conflicts in the general parking area. Pedestrian connections to the sidewalks along Vernon Avenue and Interlachen Boulevard are lacking. Similarly, the sidewalk design lacks boulevard separation from the driving and parking areas, which decreases pedestrian comfort. Studies of other coffee shop drive-thru stacking show an 85th percentile maximum queue length of 13.5 vehicles, which is more than the proposed site plan storage of 12 vehicles. Recommendations: The following items are recommended based on the analyses contained in this study: Continue to plan for a second southbound left turn lane on Interlachen Boulevard at the Vernon Avenue intersection. Install a “Do Not Block Intersection” sign for southbound traffic on Interlachen Boulevard at the main site access. Consider options to reduce the number of drive-thru trips through the parking area. Designate some or all of the parking spots accessible through the drive-thru or at the Interlachen Boulevard access for employees. Designate pedestrian crossings from the Vernon Avenue and Interlachen Boulevard sidewalks to connect to the building. Provide a boulevard buffer between the sidewalk and driving/parking areas. Provide ADA compliant curb ramps with the pedestrian crossing areas. Reconfigure the site to allow for more drive-thru storage, such as dual drive-thru ordering lanes or using parking and runners to serve customers outside of the stacking area. This study is based upon a concept development plan dated January 9, 2018. Assuming the general characteristics of the proposed development remain approximately the same as documented, minor changes in the final design are not expected to alter the results or recommendations of this study. Traffic Impact Study ii 5000 Vernon Avenue Coffee Shop TABLE OF CONTENTS 1. Introduction ........................................................................................... 1 2. Existing Conditions ............................................................................... 2 3. Forecasted Traffic ................................................................................. 3 4. Analyses ................................................................................................ 6 5. Conclusions and Recommendations ................................................. 15 6. Appendix .............................................................................................. 17 LIST OF TABLES & CHARTS Table 1 – Study Corridor Characteristics ................................................. 2 Table 2 – Trip Generation1 ......................................................................... 4 Table 3 – Existing Land Use Trip Generation ........................................... 4 Chart 1 – Study Corridor Volume to Capacity .......................................... 7 Chart 2 – A.M. Peak Hour Delays: Signal Controlled Intersections ........ 8 Chart 3 – Saturday A.M. Peak Hour Delays: Signal Controlled Intersections .......................................................................................... 8 Chart 4 – A.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections .......................................................................................... 9 Chart 5 – Saturday A.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections ...................................................................... 10 Table 4 – Southbound Vehicle Queues on Interlachen Blvd at Vernon Ave ........................................................................................................ 10 Chart 6 – A.M. Peak Hour Southbound Queues on Vernon Ave at Interlachen Blvd ................................................................................... 11 Chart 7 – Saturday A.M. Peak Hour Southbound Queues on Vernon Ave at Interlachen Blvd ............................................................................... 12 Traffic Impact Study 1 5000 Vernon Avenue Coffee Shop 1. Introduction a. Proposed Development Carlson Commercial is proposing the 5000 Vernon Coffee Shop development located on the northwest corner of the Interlachen Boulevard and Vernon Avenue South intersection in Edina, Minnesota. Following are proposal’s key attributes: i. Access to the site will be provided via existing driveways on Summit Avenue and Interlachen Boulevard per the concept development plan shown in the Appendix. A third existing access on Vernon Avenue will be closed. ii. The proposed development will be a 2,662 square feet coffee shop. iii. The development is expected to be fully occupied by 2019. iv. 24 parking stalls are proposed per the site plan included in this document. b. Purpose of Study The purpose of this study is to determine the traffic impacts associated with the build out of the proposed development. The traffic impacts are studied on the roads and intersections where significant impact is anticipated and improvements are recommended where mitigation is needed. For those not familiar with the general concepts and terms associated with traffic engineering, The Language of Traffic Engineering guide is included in the Appendix. c. Study Objectives The objectives of this study are: i. Document how the study intersections and roadways currently operate. ii. Forecast the amount of traffic expected to/from the proposed development. iii. Determine how the study intersections and roadways will operate in the future with and without the proposed development. iv. Recommend appropriate mitigation measures if poor operations are identified. The roadways corridors studied in this document include those surrounding the proposed site, which are: i. Vernon Avenue South ii. Interlachen Boulevard iii. Summit Avenue For the purposes of this traffic study, the study intersections closest to the proposed development and where the greatest impact is expected were chosen for review and include: i. Vernon Avenue South & Interlachen Boulevard ii. Vernon Avenue South & Summit Avenue iii. Interlachen Boulevard & Summit Avenue iv. Three existing site driveways, changed to two with the proposed site plan Furthermore, this study does not account for the existing roadway conditions such as pavement quality or appropriate drainage. Traffic Impact Study 2 5000 Vernon Avenue Coffee Shop 2. Existing Conditions a. Corridor Characteristics As mentioned, the proposed site is located on the northwest corner of the Vernon Avenue South and Interlachen Boulevard intersection. Table 1 shows the characteristics of the key roadway corridors around this site and within the study area. Table 1 – Study Corridor Characteristics Name Designation1 Classification2 Speed Limit Lanes Transit3 Peds/ Bicycles Vernon Avenue South CSAH 158 B Minor Arterial 30 mph 4 Divided 3 30 Min Sidewalks Both Sides Interlachen Boulevard MSAS 177 Major Collector 30 mph 2 Undivided 3 30 Min Sidewalks Both Sides Summit Avenue Local Local/Private Road N/A 2 Undivided None Sidewalk on West Side 1 CSAH = County State Aid Highway, MSAS = Municipal State Aid Street. 2 Metropolitan Council Functional Classification Map. 3 Number of routes around the proposed site followed by the frequency of transit service during the peak periods. b. Traffic Volumes Intersection video was collected at the existing study intersections under normal weekday conditions and on a Saturday in January 2018. Using these videos, 48- hour turning movement counts were obtained at the study intersections on the weekdays and 24-hour turning movement counts were obtained at the study intersections on the weekend. The data from the two days was averaged to provide the base traffic for a “typical weekday”. The average weekday a.m. and weekend a.m. peak hours were found to be from 7:30 to 8:30 a.m. and 10:00 to 11:00 a.m. The a.m. peak hours are the focus for this study reflecting the time when coffee shops have the highest amount of traffic (the p.m. peak site traffic is expected to be less than half of the a.m. peak). The counts from these two peak hours were used at the study intersections for analysis. The turning movement count data from the counts are contained in fifteen-minute intervals in the Appendix. Based on the “typical day” turning movement volumes, the current daily traffic volumes on each study corridor are: i. 18,000 vehicles per day on Vernon Avenue South ii. 12,700 vehicles per day on Interlachen Boulevard iii. 400 vehicles per day on Summit Avenue Traffic Impact Study 3 5000 Vernon Avenue Coffee Shop 3. Forecasted Traffic a. Site Traffic Forecasting A trip generation analysis was performed for the development site based on the methods published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. Trip generation rates are provided by the same ITE manual as well as local data collected by Spack Consulting. The ITE manual compiles studies from across the country to provide a national average traffic for various land uses. Spack Consulting collects current average traffic volumes for various land uses in the Twin Cities regional area for use in our studies. Local data is considered more relevant than the ITE national data as it is generally newer and accounts for our area’s specific characteristics. Per the procedure in the Trip Generation Manual, local trip generation data is used when possible and supplemented with national ITE data when local data is not available. For each analysis, the raw trip generation was divided among three types of trips – new, pass-by, and internal. Pass-by trips are those vehicles already on the roads which will stop at the development site in the future. Internal trips are those vehicles within the site visiting two or more stores. New trips represent traffic increasing the overall number of vehicles at the intersections. For the purposes of this study, the breakdown between these types of trip generation is: 89% Pass-By Trips. 11% New Trips. Table 2 shows the raw trip generation for each source type, the selected trip generation for use in this study, and the breakdown between the new and pass-by trips. A detailed trip generation table showing the exact breakdowns is provided in the Appendix. It should be noted that the developer suggests their proposed coffee shop will not generate the same numbers as the ITE or the local data presented here. For comparison purposes, the existing land uses were examined. The three businesses are the site are: A fitness studio (still in operation) A tailor and cleaners (now closed) A quick serve oil change (now closed) A trip generation review, similar to proposed coffee shop, was completed using the count data for the existing fitness studio and ITE data for the other two uses. As a secondary check, a general retail estimate from ITE data was also applied to the entire site. Table 3 shows these trip generation comparisons. Traffic Impact Study 4 5000 Vernon Avenue Coffee Shop Table 2 – Trip Generation1 Land Use Code – Source2 Description & Size Daily AM Peak Hour Saturday AM Peak Hour In Out In Out In Out 937 - ITE Coffee/Donut Shop w/Drive-Thru (2,662 units) 1,092 1,092 121 116 117 117 Local Coffee Shop w/Drive-Thru (2,662 sq ft) 1,025 1,025 152 134 N/A N/A RAW TRIP GENERATION TOTAL TO USE 1,025 1,025 152 134 117 117 New Trips (11%) 113 113 17 15 13 13 Pass-by Trips (89%) 912 912 135 119 104 104 1 The raw trip generation is shown before sub-dividing into new (11%) and pass-by (89%) trips. New trips will increase traffic in the area. Pass-by trips are drivers already on the road in this area that will stop at the development in the future. 2 Local = Trip generation data collected by Spack Consulting in this regional area. Table 3 – Existing Land Use Trip Generation Land Use Code – Source2 Description & Size Daily AM Peak Hour Saturday AM Peak Hour In Out In Out In Out Counts Fitness Studio 35 35 2 5 4 3 814 - ITE Variety Store (Tailor) 32 32 2 2 5 5 941 – ITE Quick Lubrication Vehicle Stop (Oil Change) 80 80 4 2 4 5 RAW TRIP GENERATION TOTAL1 147 147 8 9 13 13 820 – ITE Shopping Center2 94 94 3 2 12 11 1 The raw trip generation for the three businesses previously occupying the site, two of which (tailors and quick lube oil change) are now closed. 2 The raw trip generation of the existing site using estimated traffic for the entire development. As the tables show, the existing or general retail land uses have less traffic than expected at the proposed coffee shop. A trip distribution pattern was developed for the generated traffic going to and from the proposed development. This pattern is based on the existing traffic volumes, site access, competing land uses, and access to the regional transportation system. The general trip distribution pattern for this study is: 35% of the generated traffic to/from the west on Vernon Avenue South. 20% of the generated traffic to/from the northwest on Interlachen Boulevard. 10% of the generated traffic to/from the northeast on Brookside Avenue. 35% of the generated traffic to/from the east on Vernon Avenue South. Traffic generated by the site development was assigned to the area roadways per this distribution pattern. Traffic Impact Study 5 5000 Vernon Avenue Coffee Shop b. Non-site Traffic Forecasting To forecast future traffic volumes for the future build-out year of 2019 in the study area outside of the proposed development’s traffic, general growth in traffic was added. Using MnDOT’s provided AADT volume history, the past roadway volumes along the study intersection were examined. These volumes show relatively stable or decreasing volumes within the study area, with the exception of some increased volumes during periods of construction along TH 100, which drove more vehicles through the study corridors slightly increasing traffic volumes. Also, Edina is a relatively built up city, and is expected to experience a lower growth rate than more suburban areas based solely on the availability of developable land. From this information, a conservative 1.0% annual growth rate was applied to the existing volumes to generate the forecast year 2019 traffic volumes (2% growth total). This growth was applied to all existing movements in the study network to establish the No-Build forecasts. c. Total Traffic Traffic forecasts were developed for the 2019 Build scenarios by adding the traffic generated by the proposed residential development to the No-Build forecast volumes. Peak hour forecasts are shown in the Appendix. Traffic Impact Study 6 5000 Vernon Avenue Coffee Shop 4. Analyses a. Corridor Vehicular Analysis While many factors contribute to a road feeling congested, the two biggest factors are volume, how many vehicles are using the road, and capacity, how many vehicles the road can accommodate a day. Transportation professionals use these pieces of information to create a ratio of volume to capacity. For example, a road with a volume to capacity ratio of 1.0, where the traffic demand is nearly equal to the traffic supply, will feel congested to motorists. Below is a rough guide of the daily traffic volumes different types of roads can accommodate based on Exhibits 16-16 and 12-39 of the Highway Capacity Manual, 6th Edition. If the Average Daily Traffic (ADT) volume on a roadway is below the threshold, then it is considered un-congested. If the daily volume falls inside the range, the road is almost congested, and if the daily volume is over the threshold the road is congested. 2-Lane (one in each direction with left turn lanes at busy intersections and coordinated signals), undivided street, are considered congested with a volume between 8,900 to 18,300 vehicles per day. 4-Lane, undivided street (two in each direction with left turn lanes at busy intersections and coordinated signals), – 18,600 to 36,800 vehicles per day. 6-Lane, divided street (three in each direction with left turn lanes at busy intersections and coordinated signals), – 29,100 to 55,300 vehicles per day. The above capacities represent physical capacity in ideal roadway conditions. Research from UC Berkley, for example, indicates quality of life along a residential street is negatively impacted when the ADT exceeds 1,000 vehicles per day. Therefore, the 1,000 vehicle per day threshold is used for the capacity along neighborhood two lane roads even though its physical capacity is approximately ten times larger. To provide an initial planning level screening, Chart 1 provides volume to capacity ratios of the study corridors during each of the study years to determine if any of the roadway corridors are candidates for additional through lanes. As shown, on a planning-level analysis, the study roadways can accommodate the expected increase in traffic. The results also show a minimal increase in daily traffic volumes to the projected year 2019 compared to existing volumes. Traffic Impact Study 7 5000 Vernon Avenue Coffee Shop Chart 1 – Study Corridor Volume to Capacity b. Intersection Vehicular Analysis Individual intersections can perform poorly during peak periods while the overall roadway corridor is operating with an uncongested daily volume to capacity ratio lower than 1.0. Therefore, capacity analyses are performed for the study intersections to determine if they need improvements such as turn lanes or an upgrade in traffic control. The existing and forecasted turning movement volumes along with the existing intersection configurations and traffic control were used to develop the average delay per intersection in each study scenario. The delay calculations were done in accordance with the Highway Capacity Manual, 6th Edition using the Vistro software package. The full calculations for each study scenario, including Level of Service (LOS) grades and queue lengths, are included in the Appendix. Also, included in the Appendix is a guide explaining the Level of Service grade concept. Chart 2 (a.m. peak hour) and Chart 3 (Saturday a.m. peak hour) show the average peak hour delay per traffic signal-controlled intersection for each study scenario. The LOS D/E boundary of 55 seconds of delay per vehicle is considered the threshold between acceptable and unacceptable traffic signal operation in Minnesota. The initial signal timing for the existing conditions was provided by Hennepin County. Based on ITE’s recommendation of updating traffic signal timing plans every three to five years, the signal timing plans used in the 2019 analyses were optimized to best accommodate the forecasted traffic volumes. Congested: volume/capacity of 1.0 or greater Nearing Congestion: volume/capacity of 0.85 - 1.0 0 0.2 0.4 0.6 0.8 1 1.2 Vernon Avenue Interlachen Boulevard Summit Avenue Vo l u m e t o C a p a c i t y R a t i o Existing 2019 Build Traffic Impact Study 8 5000 Vernon Avenue Coffee Shop Chart 2 – A.M. Peak Hour Delays: Signal Controlled Intersections Chart 3 – Saturday A.M. Peak Hour Delays: Signal Controlled Intersections Chart 4 (a.m. peak hour) and Chart 5 (Saturday a.m. peak hour) show the 95th percentile queue lengths on the busiest stop sign controlled approach at intersections with side street stop sign control. Average delays are not considered a quality metric for intersections with side street stop sign control because the vast Congested at LOS D/E Boundary (55 seconds) 0 10 20 30 40 50 60 Vernon Ave & Interlachen Blvd Av er a g e D e a l y ( s e c o n d s ) Existing 2019 Build Congested at LOS D/E Boundary (55 seconds) 0 10 20 30 40 50 60 Vernon Ave & Interlachen Blvd Av er a g e D e a l y ( s e c o n d s ) Existing 2019 Build Traffic Impact Study 9 5000 Vernon Avenue Coffee Shop majority of vehicles going through the intersection are on the main roadway and have zero delay, which leads to low overall average delays. At side street stop sign controlled approaches to busy roadways, the average delay for all the vehicles on the approach often exceeds 60 seconds. This can be the case for a few vehicles waiting at the stop sign where improvements would not be justified for the low traffic volume. Instead of reporting average approach delays like the previous charts, Charts 4 and 5 show the 95th percentile queue as the measure of effectiveness at intersections with side street stop sign control. Based on our experience, improvements are not warranted at these types of intersections until the 95th percentile queue at a stop sign is in the five to ten vehicle range. Chart 4 – A.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections Unreasonable 95th Percentile Queue (5-10 Vehicles) 0 2 4 6 8 10 12 Vernon Ave & Summit Ave Interlachen Blvd & Summit Ave Summit Ave & Site Access Vernon Ave & Site Access Interlachen Blvd & Site Access 95 t h Pe r c e n t i l e Q u e u e s ( v e h i c l e s ) Existing 2019 Build Traffic Impact Study 10 5000 Vernon Avenue Coffee Shop Chart 5 – Saturday A.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections Per the above analyses, most of the study intersections and corridors will operate acceptably throughout the study scenarios. However, not shown in the charts is the vehicle queues at the Vernon Avenue & Interlachen Boulevard intersection. The primary access to the proposed development on Interlachen Boulevard is approximately 170 feet from the Vernon Avenue intersection. The southbound queues on Interlachen Boulevard currently extend to and beyond the site access during the peak periods. Observations at the site confirmed these queues. Table 4 shows the 50th percentile (average) and 95th percentile queues for this southbound approach, standard metrics for these analyses. Table 4 – Southbound Vehicle Queues on Interlachen Blvd at Vernon Ave Time Period Scenario 50th Percentile Queue (ft.)1 95th Percentile Queue (ft.)2 AM Peak Hour Existing Build 144 173 242 281 Saturday AM Peak Hour Existing Build 75 88 134 159 1 50th Percentile Queues are the vehicle stacking occurring about half the time, or on average, at an intersection. 2 95th Percentile Queues are the vehicle stacking only exceeded five percent of the time, a metric commonly used in evaluating vehicle queues. The vehicle queues in Table 4 show that while the site access intersection is physically capable of accommodating the traffic volumes expected, the southbound queuing on Interlachen Boulevard may disrupt operations. This situation is an issue Unreasonable 95th Percentile Queue (5-10 Vehicles) 0 2 4 6 8 10 12 Vernon Ave & Summit Ave Interlachen Blvd & Summit Ave Summit Ave & Site Access Vernon Ave & Site Access Interlachen Blvd & Site Access 95 t h Pe r c e n t i l e Q u e u e s ( v e h i c l e s ) Existing 2019 Build Traffic Impact Study 11 5000 Vernon Avenue Coffee Shop as the northbound left turn movement into the proposed site may be blocked, which then causes queuing on Interlachen Boulevard. With higher volumes headed to the proposed site, the northbound queue could stretch back to Vernon Avenue, further causing traffic confusion and disruption. These queuing issues at the intersection are an existing issue and well documented in the Grandview District Transportation Study. It should be noted that the p.m. peak hour has a greater issue compared to the a.m. peak hour, although less site traffic and conflicts are expected during the afternoon period. c. Vehicular Mitigation Analysis Per discussions with the City and review of the Grandview Transportation Study, the Interlachen Boulevard/Vernon Avenue intersection is expected to be improved in the near future. These improvements are expected to include a second southbound left turn lane, a westbound left turn lane, and signal timing adjustments. Assuming these improvements, the intersection was re-analyzed with the Build volumes. Chart 6 (a.m. peak hour) and Chart 7 (Saturday a.m. peak hour) show the queues on the southbound leg of the intersection in comparison to the distance away from the site access during the existing condition, the 2019 build condition, and the 2019 build condition with mitigation. Chart 6 – A.M. Peak Hour Southbound Queues on Vernon Ave at Interlachen Blvd Distance to Site Access (170 Feet) 0 50 100 150 200 250 300 Vernon Ave & Interlachen Blvd - SB Left Vernon Ave & Interlachen Blvd - SB Thru/Right 95 t h Pe r c e n t i l e Q u e u e s ( v e h i c l e s ) Existing 2019 Build 2019 Build With Mitigation Traffic Impact Study 12 5000 Vernon Avenue Coffee Shop Chart 7 – Saturday A.M. Peak Hour Southbound Queues on Vernon Ave at Interlachen Blvd As seen in Chart 6, the 95th percentile queue lengths for southbound approach on Interlachen Boulevard at Vernon Avenue extend beyond the site access. With the dual left turn lanes, the additional stacking space reduces the length of the queues and they are roughly clear of the site access (the combined through/right turn lane 95th percentile queues remain close to the access). From Chart 7, the forecast 95th percentile queues in the Saturday a.m. peak are not expected to extend to the site access with or without the dual left turn lanes on Interlachen Boulevard at Vernon Avenue. These results show that having dual left turn lanes on southbound Interlachen Boulevard at Vernon Avenue will reduce weekday blockage of the site access on Interlachen Boulevard. The p.m. peak hour operations, which have longer queues based on observations, may still have vehicle stacking that conflict with movements to/from the site access on Interlachen Boulevard. However, the proposed development is expected to have less traffic during this time. Installing a “Do Not Block Intersection” sign could also help alleviate potential conflicts at the site access. Distance to Site Access (170 Feet) 0 50 100 150 200 250 300 Vernon Ave & Interlachen Blvd - SB Left Vernon Ave & Interlachen Blvd - SB Thru/Right 95 t h Pe r c e n t i l e Q u e u e s ( v e h i c l e s ) Existing 2019 Build 2019 Build With Mitigation Traffic Impact Study 13 5000 Vernon Avenue Coffee Shop d. Concept Site Plan & Multi-Modal Review The concept site plan contained in the Appendix was reviewed to determine if the plan meets city requirement’s, provides appropriate circulation, and minimizes conflicts. Following are key transportation elements of the concept site plan: i. Vehicle Circulation: The site uses two of the three existing access points. The full access on Interlachen Boulevard and entrance only on Summit Avenue will remain open while the existing right-in/right-out access on Vernon Avenue will be closed. This closure is good in that it helps protect the traffic flow on Vernon Avenue, a B-Minor Arterial. There is one-way circulation along the west and south sides of the coffee shop where the drive thru is located. Two-way circulation is provided for the parking area on the east side of the building. Along with the entrance only access from Summit Avenue, this set-up puts all drive-thru traffic into the parking area. Customers parking will likely have difficulty during the peak times completing their parking maneuvers. While not unlike many other sites, the parking conflicts still represent an issue. Options like making the Summit Avenue access an exit only should be considered to reduce these conflicts. Per the attached site plan, there are 24 parking stalls shown on site. Three of these parking stalls are accessible only from the drive-thru lane. Another three spots are adjacent to the access to/from Interlachen Boulevard. Especially during peak periods, these parking stalls will be virtually unusable due to the difficult of entering and exiting the spots. A possible mitigation is designating some or all of these stalls for employee parking. ii. Bicycle and Pedestrian Infrastructure: The site plan shows maintaining the existing sidewalks along Vernon Avenue and Interlachen Boulevard with the new building. However, the site plan also shows fencing along Vernon Avenue, directing pedestrians destined for the new coffee shop to Interlachen Boulevard. In addition, no crossing areas from either sidewalk are provided to facilitate pedestrians between the building and the sidewalks. We recommend providing a break in the fencing directly from the Vernon Avenue sidewalk to the building sidewalk, just east of the drive-thru pick-up window. Besides a direct connection, drivers are already stopped or just starting to accelerate and should yield to pedestrians. A pedestrian connection is also recommended from the sidewalk on Interlachen Boulevard. To minimize any loss of parking, the crossing could connect to the open space between the handicap stalls. ADA compliant curb ramps should be provided with each crossing. The Grandview Transportation Study recommends reconstructing Vernon Avenue to provide for vehicle drive lanes, separate off-street bike lanes, and sidewalks all separated with proper buffers. While this redevelopment does Traffic Impact Study 14 5000 Vernon Avenue Coffee Shop not impact the potential reconstruction, we agree with the idea of a buffer to the sidewalk to increase pedestrian comfort and improve the walkability of the site. We recommend a boulevard to separate the sidewalk from the driving lanes and the parking lanes. Bicycle parking will be provided near the entrance to the coffee shop based on the site plan. A curb ramp may be necessary to ensure easy access to the bicycle parking, although a ramp in the open space between the handicap stalls could serve this purpose. iii. Drive-Thru Area: According to the attached Drive-Thru Queue Generation study completed by Counting Cars, the 85th percentile maximum drive-thru queue for a coffee shop is 13.5 vehicles. The Twin Cities sites studied in this document had maximum drive-thru stacking between seven and 16 vehicles, depending upon the site. Two of these sites studied were Caribou Coffee shops, one located in St. Louis Park and the other located in south Minneapolis. These specific Caribou Coffee sites had maximum drive-thru queues of 12 and 11 vehicles, respectively. Per the site plan, the drive-thru for the proposed coffee shop has stacking distance for 12 vehicles. One additional vehicle (13 total) would impact the operations to/from the parking area from the site access to Interlachen Boulevard. Two additional vehicles (14 total) would impact the site access to Interlachen Boulevard. During the peak periods, the Drive-Thru Queue Generation study suggests the parking operations and potentially the site access intersection with Interlachen Boulevard would be impact. Back-ups in the drive-thru that reach the public roadways would create queuing issues from vehicles waiting to enter the site, either for the drive-thru or the parking area. As with the southbound queue issues on Interlachen Boulevard at Vernon Avenue, these conflicts could extend to other public intersections creating larger issues. At a minimum, the drive-thru stacking should be monitored to determine the peak stacking and whether the queues reach the public area. Ideally, reconfiguring the site will allow for more drive-thru storage to reduce the risks of impacts to site circulation and to the public roadways. Other options to improve traffic operations and reduce potential queuing issues include: Utilizing dual drive-thru ordering lanes to increase the stacking. As currently configured, this would eliminate the by-pass lane. While not desirable, other entities including coffee shops provide a drive-thru without an escape lane. Utilizing parking and runners to serve drive-thru customers without having them wait in the stacking area. Either option could be utilized to reduce the length of the stacking and avoid conflict issues with the parking operations or the public road intersections. Traffic Impact Study 15 5000 Vernon Avenue Coffee Shop 5. Conclusions and Recommendations The traffic impacts of the proposed development were thoroughly studied and the principal findings are: The proposed 5000 Vernon Coffee Shop development is expected to generate 226 new trips during an average weekday, 32 new trips during the a.m. peak hour and 26 new trips during the Saturday a.m. peak hour. The actual driveway trips, when accounting for pass-by trips, are 2,050 daily trips, 287 a.m. peak hour trips, and 234 Saturday peak hour trips. This expected traffic is more than the existing land uses (one open and counted, two now closed and estimated) or general retail would generate. All roadways and intersections have acceptable delays based on the capacity analysis. However, the southbound queues on Interlachen Boulevard at the Vernon Avenue intersection often extend past the main site access. This situation creates a conflict zone that will impact operations to/from the proposed as well as on the public roads. The p.m. peak has longer existing queuing than the a.m. peak, but is not a peak period of the proposed coffee shop. This existing issue was previously documented in the Grandview District Transportation Study and will get worse with additional traffic to/from the site. The City’s proposed intersection improvements at Interlachen Boulevard/Vernon Avenue will provide for two southbound left turn lanes, a westbound left turn lane and signal timing updates, which will nearly eliminate this condition during the a.m. peak hour. Queuing issues may remain during the p.m. peak hour, but with less traffic to/from the proposed coffee shop will have fewer potential conflicts. The proposed site plan reduces the number of access points from three to two by removing the right in/right out on Vernon Avenue, which will improve the traffic flow on Vernon Avenue. Drive-thru circulation will routinely block up to six parking stalls during peak periods and solely routed through the parking area, which will likely cause conflicts in the general parking area. While this situation does occur at other sites, it remains a concern. Pedestrian connections to the sidewalks along Vernon Avenue and Interlachen Boulevard are lacking. Similarly, the sidewalk design lacks boulevard separation from the driving and parking areas, which decreases pedestrian comfort. The Grandview Transportation Study recognizes buffers as a key component to improved walkability. Studies of other coffee shop drive-thru stacking suggest an 85th percentile maximum queue length of 13.5 vehicles. The proposed site plan shows storage for 12 vehicles. One or two additional vehicles, matching the study of other sites, would impact site circulation, the access intersection with Interlachen Boulevard, and potential the Interlachen Boulevard/Vernon Avenue intersection during peak periods. The following recommendations are made based on the above findings: Traffic Impact Study 16 5000 Vernon Avenue Coffee Shop Continue planning for improvements at the Interlachen Boulevard intersection with Vernon Avenue, including dual southbound left turn lanes and a westbound left turn lane. The geometric improvements will help limit the times vehicle queueing blocks the main site access on Interlachen Boulevard. Install a “Do Not Block Intersection” sign for southbound traffic on Interlachen Boulevard at the main site access. Consider options to reduce the number of drive-thru trips through the parking area, like turning the Summit Avenue access to exit only. These options may require reconfiguring the site plan. Designate some or all of the parking spots accessible only through the drive-thru or at the Interlachen Boulevard access for employees to limit their use during peak periods. During these busy times, customers would have difficulty with parking operations into or out of these stalls. Designate pedestrian crossings from the Vernon Avenue and Interlachen Boulevard sidewalks to connect to the building. The Vernon Avenue crossing could be at the end of the drive-thru area, where drivers are already stopped or just starting to move, and will require a break in the planned fencing. The Interlachen Boulevard connection could use the space between handicap stalls to minimize any reduction in parking. Provide a boulevard buffer between the sidewalk and driving/parking areas to increase pedestrian comfort and walkability. Provide ADA compliant curb ramps with the pedestrian crossing areas. Reconfigure the site to allow for more drive-thru storage to help reduce/eliminate the impacts to site circulation and possible impacts to the public roadways. Two options are to utilize dual drive-thru ordering lanes, which would eliminate the by-pass or escape lane in the current site plan, or using parking and runners to serve customers without having them wait in the stacking area. Either option could be utilized to reduce the length of the stacking and avoid conflict issues with the parking operations or the public road intersections. Traffic Impact Study 17 5000 Vernon Avenue Coffee Shop 6. Appendix A. Site Plan B. The Language of Traffic Engineering C. Traffic Counts D. Trip Generation Table E. Level of Service (LOS) F. Capacity Analysis Backup AM Existing Saturday AM Existing AM 2019 Build Saturday AM 2019 Build AM 2019 Build with Mitigation Saturday AM 2019 Build with Mitigation G. Drive-Thru Queue Generation Study Ap p e n d i x A - S i t e P l a n 50 0 0 V e r n o n C o f f e e S h o p T I S A1 Spack Consulting Research Brief — Volume No. 15 The Language of Traffic Engineering Traffic Engineering, and Traffic Engineers, often use technical terms or jargon that may be confusing or tough to understand even within the context of a sentence. Key terms and acronyms that can generally be found in all types of traffic studies are defined in this document. Types of Studies Access Management – The practice of government agencies limiting the amount of intersections (both public roadway crossings and private driveways) along a roadway corridor based on the function of the roadway to improve safety and mobility while streamlining access. Corridor Study – A transportation review and analysis of the existing and future traffic operations of a roadway segment. Varies in length from a couple blocks to a few miles and typically covers all modes of travel. Intersection Control Evaluation (ICE) Report – A document that examines and determines the most appropriate type of control (stop sign, signal, roundabout, or other) at one or more intersections. Safety Study – An examination of crash records to identify potential trends, issues, and problem intersections/ corridors. Usually includes potential mitigation options expected to decrease crash rates in the future. Speed Study – A review of existing travel speeds and the corridor characteristics to determine if speeding is an issue, the appropriate speed to post as the limit, and/or areas to provide reduced speed warnings. Traffic Impact Study (TIS) – A document that addressesthe expected traffic impacts of a development and, ifnecessary, mitigation options that will reduce or eliminatenegative impacts. Also referred to as a Traffic ImpactAnalysis. Transportation Plan – A document developed by a government agency to take inventory of their transportation network, identify concerns or issues and lay out the path for improvement of the system. Travel Demand Management Plan (TDMP) – A plan that documents the existing infrastructure around a site, including transit and non-motorized vehicle options, and develops measures to be implemented to encourage those alternative modes of travel. Warrant Evaluation – Review of traffic volumes and other characteristics at an intersection against thresholds todetermine if a traffic signal or other traffic control option isneeded/warranted. Key Organizations AASHTO – American Association of State Highway andTransportation Officials. A nonprofit, nonpartisan association representing transportation departments with a primary goal of fostering the development, operation, and maintenance of an integrated national transportation system. DOT – Department of Transportation. Government organizationswithin federal and state agencies dedicated to servingthe transportation needs of the community and typically responsible for study, design, operation, and maintenance of all facets of transportation. FHWA – Federal Highway Administration. An agency within the US Department of Transportation that supports State and local governments in the design, construction, and maintenance of the highway system. ITE – Institute of Transportation Engineers. An international educational and scientific association of transportation professionals who are responsible for meeting mobility and safety needs. Traffic Engineering is a branch of civil engineering that focuses on the safe and efficient movement of people and vehicles. It is part science and part art, requiring not only technical skills for analysis but an understanding of motivations in choosing travel routes. Source: ETH Zurich Appendix B - The Language of Traffic EngineeringAppendix B - Language of Traffic Engineering 5000 Vernon Coffee Shop TIS B1 Spack Consulting Resources MUTCD, 2009 Edition, published by FHWA Highway Capacity Manual, HCM2010 Highway Safety Manual, HSM About This Brief Spack Consulting prepared this brief as part of our company’s vision to significantly improve the practice of traffic engineering and transportation planning. Transportation professionals from around the world have assisted us in developing this document. We are providing this brief under the Creative Commons Attribution License. Feel free to use-modify-share this guide, but please give us some credit in your document. To request our whole series of Design Briefs and to be included on our distribution list for new materials, please email mspack@spackconsulting.com. And please reach out if you have any comments or questions related to this Design Brief. Research Brief — Volume No. 15 Important Manuals/Guides HCM – Highway Capacity Manual (released by the Transportation Research Board, or TRB). The guide for engineers and planners to assess traffic and environmental effects of highway projects. This manual presents the foundation of traffic analysis procedures in the US. MUTCD – Manual of Uniform Traffic Control Devices. A document that sets minimum standards and provides guidance to ensure uniformity of traffic control devices (such as messages, location, size, shapes, and colors) across the nation. All roads are subject to its jurisdiction. HSM – Highway Safety Manual (released by AASHTO). A guide that presents a variety of methods for quantitatively estimating crash frequency or severity. Results 85th Percentile Speed – Speed at which 85 percent of drivers are traveling at or below. Speed limits are typically set at the 85th percentile speed. 95th Percentile Queue – The distance, generally measured in feet or number of vehicles, which will be exceeded in a lane, typically at an intersection, only five percent of the time. Usually used to help determine intersection turn lane lengths. Control Delay – The total amount of time a motorist takes to get through a road segment or intersection minus the time it would take without stopping due to traffic controls (like stop signs or traffic signals). Control delay includes decelerating and accelerating back to full driving speed. Functional Classification – the grouping of streets and highways into categories according to their characteristics and emphasis on mobility or access. Generally, categories include arterials (emphasizing mobility and fast travel), local roads (emphasizing access to adjoining properties), and collector roads (emphasizing a balance between the two and usually connecting arterials to local roads). Intersection Delay – The average amount of time, usually expressed in seconds, experienced by any vehicle traveling through an intersection. Level of Service (LOS) – Qualitative measure of traffic operations related to the amount of average delay experienced. Expressed in letter grades with LOS A representing the best operations with little to no delay and LOS F representing the worst operations with excessive delays and congestion. Measures of Effectiveness – Performance measures that define how well traffic is moving along a corridor or thru an intersection. The common MOEs are travel time, corridor speed, delay, and queues. Mitigation – Measures intended to reduce the impact of a development or improve an identified traffic issue by either improving capacity (like adding lanes) or reducing demand (like encouraging carpooling). Queue – Length of line of cars waiting at an intersection or at a bottleneck in a corridor, typically measured for each individual lane of traffic in feet or number of vehicles. Volume to Capacity (v/c) ratio – the number of vehicles through an intersection or roadway segment in a specific amount of time divided by the expected capacity of the road. Less than 1.0 indicates available capacity and above 1.0 indicates more vehicles than can be accommodated. Typically, a v/c ratio above 0.85 suggests operational issues. Trip Generation – The amount of vehicle traffic generated by a land use. One trip is equal to one vehicle traveling from an origin to a destination (traveling to and from work equals two trips). Warrants – Criteria based on volumes and other Measures of Effectiveness for determining when all way stop signs, roundabouts, traffic signals, or other type of control should be installed. Appendix B - The Language of Traffic EngineeringAppendix B - Language of Traffic Engineering 5000 Vernon Coffee Shop TIS B2 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-17-18 Site Code : 1 Start Date : 1/17/2018 Page No : 1 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 2 0 1 0 3 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 6 0 7 11 12:15 AM 0 3 1 1 0 5 0 0 2 0 0 2 0 0 0 0 0 0 0 0 1 6 0 7 14 12:30 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 5 12:45 AM 0 4 0 0 0 4 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 3 0 4 10 Total 0 9 1 3 0 13 0 0 4 0 0 4 0 0 1 0 0 1 0 0 3 19 0 22 40 01:00 AM 0 2 0 1 0 3 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 4 0 6 11 01:15 AM 0 3 0 1 0 4 0 1 1 0 0 2 0 0 0 0 0 0 1 0 1 5 0 7 13 01:30 AM 0 2 0 2 0 4 0 0 2 0 0 2 0 0 0 0 0 0 0 0 1 4 0 5 11 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 0 5 5 Total 0 7 0 4 0 11 0 1 5 0 0 6 0 0 0 0 0 0 1 0 5 17 0 23 40 02:00 AM 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 6 02:15 AM 0 1 1 1 0 3 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 5 02:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 1 0 0 1 0 1 0 1 0 2 4 02:45 AM 0 2 0 0 0 2 0 1 1 0 0 2 0 0 0 0 0 0 0 0 2 1 0 3 7 Total 0 6 1 1 0 8 0 3 1 0 0 4 0 0 1 0 0 1 0 1 3 5 0 9 22 03:00 AM 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 6 03:15 AM 0 2 0 0 0 2 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 4 03:30 AM 0 0 0 1 0 1 0 2 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 1 4 03:45 AM 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 1 2 1 0 4 6 Total 0 7 0 1 0 8 0 4 0 0 0 4 0 0 0 0 0 0 0 1 6 1 0 8 20 04:00 AM 0 6 0 1 0 7 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 4 0 5 13 04:15 AM 0 3 2 1 0 6 0 1 3 0 0 4 0 0 0 0 0 0 0 2 1 2 0 5 15 04:30 AM 0 2 1 1 0 4 0 2 2 0 0 4 0 0 0 0 0 0 0 1 1 4 0 6 14 04:45 AM 0 3 0 1 0 4 0 1 4 0 0 5 0 0 0 0 0 0 0 3 11 5 0 19 28 Total 0 14 3 4 0 21 0 5 9 0 0 14 0 0 0 0 0 0 0 6 14 15 0 35 70 05:00 AM 0 9 0 3 0 12 0 2 1 3 0 6 0 0 0 1 0 1 0 1 7 7 0 15 34 05:15 AM 0 16 2 2 0 20 0 4 4 0 0 8 0 0 1 0 1 2 0 5 5 5 1 16 46 05:30 AM 0 19 2 1 0 22 1 2 11 4 0 18 0 1 2 0 1 4 0 4 11 13 0 28 72 05:45 AM 0 21 4 1 0 26 0 5 9 1 0 15 0 2 3 2 0 7 0 3 11 8 0 22 70 Total 0 65 8 7 0 80 1 13 25 8 0 47 0 3 6 3 2 14 0 13 34 33 1 81 222 06:00 AM 0 24 4 3 0 31 0 1 18 1 0 20 0 1 3 1 0 5 0 0 24 8 0 32 88 06:15 AM 0 26 5 5 0 36 0 2 23 4 0 29 0 3 3 0 0 6 0 8 28 14 0 50 121 06:30 AM 0 41 13 9 0 63 0 5 27 4 1 37 0 2 8 2 0 12 0 8 28 34 0 70 182 06:45 AM 0 65 14 15 0 94 0 4 34 3 1 42 0 5 10 1 0 16 1 14 52 31 0 98 250 Total 0 156 36 32 0 224 0 12 102 12 2 128 0 11 24 4 0 39 1 30 132 87 0 250 641 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C1 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-17-18 Site Code : 1 Start Date : 1/17/2018 Page No : 2 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 73 14 19 0 106 0 9 66 8 0 83 0 4 9 0 0 13 0 8 60 47 0 115 317 07:15 AM 0 98 21 34 0 153 0 9 86 6 1 102 0 2 9 2 2 15 0 18 78 56 2 154 424 07:30 AM 0 91 38 32 0 161 0 21 86 5 0 112 0 5 15 1 0 21 0 12 95 58 0 165 459 07:45 AM 0 88 28 41 0 157 1 25 91 9 0 126 0 4 17 0 0 21 1 23 102 57 0 183 487 Total 0 350 101 126 0 577 1 64 329 28 1 423 0 15 50 3 2 70 1 61 335 218 2 617 1687 08:00 AM 0 99 33 48 1 181 0 19 84 10 1 114 0 12 22 4 0 38 0 9 124 60 1 194 527 08:15 AM 0 72 33 52 0 157 0 31 82 3 0 116 0 9 30 2 1 42 0 15 88 61 1 165 480 08:30 AM 0 73 30 44 0 147 0 22 82 11 0 115 0 12 11 4 0 27 0 9 82 51 0 142 431 08:45 AM 0 72 18 41 0 131 0 27 80 14 0 121 0 9 12 9 1 31 0 14 79 55 0 148 431 Total 0 316 114 185 1 616 0 99 328 38 1 466 0 42 75 19 2 138 0 47 373 227 2 649 1869 09:00 AM 0 77 19 45 0 141 0 27 57 9 0 93 0 12 13 2 0 27 1 20 97 68 0 186 447 09:15 AM 0 51 16 33 0 100 1 32 103 9 0 145 0 5 11 3 0 19 0 21 63 65 0 149 413 09:30 AM 0 71 19 27 1 118 1 24 71 5 1 102 0 8 9 2 0 19 0 15 53 41 0 109 348 09:45 AM 0 56 13 14 1 84 0 19 75 6 0 100 0 9 9 3 1 22 1 20 69 49 0 139 345 Total 0 255 67 119 2 443 2 102 306 29 1 440 0 34 42 10 1 87 2 76 282 223 0 583 1553 10:00 AM 0 46 13 18 0 77 0 22 65 8 0 95 0 9 16 3 0 28 1 11 54 43 0 109 309 10:15 AM 0 48 10 16 0 74 0 24 62 7 0 93 0 3 4 9 0 16 0 10 54 37 0 101 284 10:30 AM 0 51 20 24 0 95 0 16 53 2 0 71 0 6 6 7 0 19 0 12 53 50 0 115 300 10:45 AM 0 45 8 22 0 75 0 26 60 3 0 89 0 2 6 6 0 14 1 22 79 35 0 137 315 Total 0 190 51 80 0 321 0 88 240 20 0 348 0 20 32 25 0 77 2 55 240 165 0 462 1208 11:00 AM 0 56 7 20 0 83 0 17 83 0 0 100 0 5 21 5 0 31 0 15 65 40 1 121 335 11:15 AM 0 53 9 18 0 80 1 18 62 7 1 89 0 5 5 9 2 21 1 16 55 61 2 135 325 11:30 AM 0 60 14 24 0 98 0 28 72 10 0 110 0 1 10 12 0 23 0 20 71 49 0 140 371 11:45 AM 0 51 10 28 0 89 0 24 79 7 0 110 0 11 6 7 1 25 0 25 89 61 3 178 402 Total 0 220 40 90 0 350 1 87 296 24 1 409 0 22 42 33 3 100 1 76 280 211 6 574 1433 12:00 PM 0 54 12 25 0 91 0 21 74 11 0 106 0 4 14 16 0 34 0 18 77 61 1 157 388 12:15 PM 0 53 14 12 0 79 0 31 66 5 0 102 0 8 10 8 0 26 0 12 73 53 0 138 345 12:30 PM 0 50 8 26 0 84 0 18 85 7 1 111 0 6 15 7 0 28 0 18 61 45 0 124 347 12:45 PM 0 52 12 24 0 88 0 24 54 2 0 80 0 11 11 5 1 28 0 15 83 54 0 152 348 Total 0 209 46 87 0 342 0 94 279 25 1 399 0 29 50 36 1 116 0 63 294 213 1 571 1428 01:00 PM 0 62 8 27 1 98 0 36 90 2 0 128 0 2 10 9 0 21 0 17 58 40 0 115 362 01:15 PM 0 46 5 25 0 76 0 26 59 7 0 92 0 6 12 7 0 25 0 17 67 55 1 140 333 01:30 PM 0 47 7 22 0 76 0 27 65 3 0 95 0 3 12 6 0 21 0 19 64 62 0 145 337 01:45 PM 0 41 14 22 0 77 0 21 76 7 0 104 0 1 9 9 0 19 0 12 67 62 0 141 341 Total 0 196 34 96 1 327 0 110 290 19 0 419 0 12 43 31 0 86 0 65 256 219 1 541 1373 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C2 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-17-18 Site Code : 1 Start Date : 1/17/2018 Page No : 3 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 55 10 22 0 87 0 22 84 4 0 110 0 3 8 7 1 19 1 10 65 54 1 131 347 02:15 PM 0 52 12 29 4 97 0 32 68 3 1 104 0 6 7 3 1 17 0 13 71 60 2 146 364 02:30 PM 0 52 13 19 1 85 0 26 64 6 1 97 0 8 13 2 2 25 0 15 63 58 3 139 346 02:45 PM 0 59 13 25 0 97 1 26 78 7 0 112 0 11 18 3 0 32 2 17 68 64 0 151 392 Total 0 218 48 95 5 366 1 106 294 20 2 423 0 28 46 15 4 93 3 55 267 236 6 567 1449 03:00 PM 0 52 12 32 0 96 0 28 86 9 1 124 0 5 21 8 0 34 1 8 78 60 0 147 401 03:15 PM 0 66 19 34 0 119 1 41 116 3 0 161 0 8 23 7 0 38 0 12 81 74 0 167 485 03:30 PM 0 63 15 19 0 97 0 50 135 11 0 196 0 8 20 3 0 31 1 14 76 80 1 172 496 03:45 PM 0 74 25 37 2 138 1 52 141 3 0 197 0 6 15 4 0 25 0 16 121 74 1 212 572 Total 0 255 71 122 2 450 2 171 478 26 1 678 0 27 79 22 0 128 2 50 356 288 2 698 1954 04:00 PM 0 76 27 26 0 129 1 51 146 5 1 204 0 5 24 10 0 39 0 13 75 65 0 153 525 04:15 PM 0 73 22 28 0 123 1 60 147 9 1 218 0 5 24 2 0 31 1 11 89 74 1 176 548 04:30 PM 0 82 33 31 1 147 0 49 146 8 0 203 0 9 36 9 0 54 0 14 75 80 0 169 573 04:45 PM 0 81 33 30 0 144 0 83 184 13 0 280 0 6 25 6 0 37 0 10 78 69 12 169 630 Total 0 312 115 115 1 543 2 243 623 35 2 905 0 25 109 27 0 161 1 48 317 288 13 667 2276 05:00 PM 0 68 42 28 0 138 0 56 175 13 0 244 0 2 38 11 0 51 0 13 98 100 13 224 657 05:15 PM 0 76 46 30 0 152 1 75 157 10 0 243 0 11 26 4 0 41 0 19 83 101 0 203 639 05:30 PM 0 67 19 33 1 120 0 58 147 8 1 214 0 5 22 3 1 31 0 14 87 84 15 200 565 05:45 PM 0 67 15 29 0 111 0 58 132 7 0 197 0 9 27 8 1 45 1 20 90 87 2 200 553 Total 0 278 122 120 1 521 1 247 611 38 1 898 0 27 113 26 2 168 1 66 358 372 30 827 2414 06:00 PM 0 67 21 21 1 110 1 44 126 9 0 180 0 5 30 13 0 48 2 10 93 77 3 185 523 06:15 PM 0 81 18 20 0 119 0 37 80 2 0 119 0 7 25 5 0 37 1 14 79 80 0 174 449 06:30 PM 0 44 10 24 0 78 0 29 81 5 0 115 0 3 13 4 0 20 2 14 65 77 0 158 371 06:45 PM 0 44 15 17 0 76 0 27 48 6 1 82 0 5 7 6 0 18 0 12 64 53 0 129 305 Total 0 236 64 82 1 383 1 137 335 22 1 496 0 20 75 28 0 123 5 50 301 287 3 646 1648 07:00 PM 0 36 10 16 0 62 0 24 49 3 0 76 0 4 9 6 0 19 0 11 65 56 0 132 289 07:15 PM 0 46 13 14 0 73 1 25 52 4 0 82 0 5 14 7 0 26 1 13 48 67 0 129 310 07:30 PM 0 40 3 18 0 61 1 12 27 6 1 47 0 4 9 2 1 16 1 6 62 45 0 114 238 07:45 PM 0 40 5 19 0 64 0 22 31 7 0 60 0 11 9 3 0 23 0 5 41 63 0 109 256 Total 0 162 31 67 0 260 2 83 159 20 1 265 0 24 41 18 1 84 2 35 216 231 0 484 1093 08:00 PM 0 37 6 15 0 58 0 19 35 5 0 59 0 2 12 3 0 17 0 8 45 45 0 98 232 08:15 PM 0 30 4 13 0 47 0 10 31 3 0 44 0 5 8 2 0 15 1 4 34 53 0 92 198 08:30 PM 0 28 9 8 0 45 0 13 32 2 0 47 0 1 11 3 0 15 0 4 43 37 0 84 191 08:45 PM 0 28 3 14 0 45 0 12 25 3 0 40 0 3 8 2 0 13 0 4 45 26 1 76 174 Total 0 123 22 50 0 195 0 54 123 13 0 190 0 11 39 10 0 60 1 20 167 161 1 350 795 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C3 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-17-18 Site Code : 1 Start Date : 1/17/2018 Page No : 4 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 23 7 4 0 34 0 10 32 1 0 43 0 1 6 3 0 10 0 5 28 34 0 67 154 09:15 PM 0 25 3 4 0 32 0 8 20 3 1 32 0 2 6 2 1 11 1 3 17 51 0 72 147 09:30 PM 0 17 5 11 0 33 0 6 17 1 0 24 0 1 6 0 0 7 1 1 14 23 0 39 103 09:45 PM 0 15 2 3 0 20 0 5 15 2 0 22 0 0 4 3 0 7 0 0 14 28 0 42 91 Total 0 80 17 22 0 119 0 29 84 7 1 121 0 4 22 8 1 35 2 9 73 136 0 220 495 10:00 PM 0 8 2 6 0 16 0 7 9 1 0 17 0 0 1 1 0 2 0 1 14 19 0 34 69 10:15 PM 0 6 3 7 0 16 0 8 6 0 1 15 0 2 3 2 0 7 0 0 12 17 0 29 67 10:30 PM 0 11 0 3 0 14 0 4 8 0 0 12 0 0 3 2 0 5 0 1 11 9 0 21 52 10:45 PM 0 7 1 2 0 10 0 2 3 0 0 5 0 0 3 0 0 3 0 0 8 8 0 16 34 Total 0 32 6 18 0 56 0 21 26 1 1 49 0 2 10 5 0 17 0 2 45 53 0 100 222 11:00 PM 0 9 1 2 0 12 0 2 5 0 0 7 0 0 1 0 0 1 0 0 7 12 0 19 39 11:15 PM 0 6 0 1 0 7 0 1 5 0 0 6 0 0 0 2 0 2 1 1 7 6 0 15 30 11:30 PM 0 2 2 3 0 7 0 3 1 0 0 4 0 0 0 0 0 0 0 0 4 7 0 11 22 11:45 PM 0 6 1 2 0 9 0 1 1 0 0 2 0 0 0 0 0 0 0 1 4 10 0 15 26 Total 0 23 4 8 0 35 0 7 12 0 0 19 0 0 1 2 0 3 1 2 22 35 0 60 117 Grand Total 0 3719 1002 1534 14 6269 14 1780 4959 385 17 7155 0 356 901 325 19 1601 26 831 4379 3740 68 9044 24069 Apprch %0 59.3 16 24.5 0.2 0.2 24.9 69.3 5.4 0.2 0 22.2 56.3 20.3 1.2 0.3 9.2 48.4 41.4 0.8 Total %0 15.5 4.2 6.4 0.1 26 0.1 7.4 20.6 1.6 0.1 29.7 0 1.5 3.7 1.4 0.1 6.7 0.1 3.5 18.2 15.5 0.3 37.6 Cars +0 3651 998 1512 14 6175 14 1747 4795 385 13 6954 0 355 892 315 18 1580 26 824 4243 3667 66 8826 23535 % Cars +0 98.2 99.6 98.6 100 98.5 100 98.1 96.7 100 76.5 97.2 0 99.7 99 96.9 94.7 98.7 100 99.2 96.9 98 97.1 97.6 97.8 Trucks 0 68 4 22 0 94 0 33 164 0 4 201 0 1 9 10 1 21 0 7 136 73 2 218 534 % Trucks 0 1.8 0.4 1.4 0 1.5 0 1.9 3.3 0 23.5 2.8 0 0.3 1 3.1 5.3 1.3 0 0.8 3.1 2 2.9 2.4 2.2 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C4 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-17-18 Site Code : 1 Start Date : 1/17/2018 Page No : 5 Vernon Avenue & Interlachen Boulevard Edina, MN Interlachen Boulevard V e r n o n A v e n u e V e r n o n A v e n u e Gus Young Lane Right 1512 22 1534 Thru 998 4 1002 Left 3651 68 3719 UTrn 0 0 0 Peds 14 0 14 InOut Total2101 6175 8276 16 94 110 2117 8386 6269 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 3 8 5 0 3 8 5 T h r u 4 7 9 5 1 6 4 4 9 5 9 L e f t 1 7 4 7 3 3 1 7 8 0 U T r n 1 4 0 1 4 P e d s 1 3 4 1 7 O u t T o t a l I n 8 2 0 9 6 9 5 4 1 5 1 6 3 2 1 4 2 0 1 4 1 5 8 4 2 3 1 5 5 7 8 7 1 5 5 Ou t 14 0 14 In 0 0 0 Tot a l 14 0 14 UTrn0 0 0 Left355 1 356 Thru892 9 901 Right315 10 325 Peds18 1 19 Out TotalIn 6412 1580 7992 110 21 131 6522 8123 1601 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 26 0 26 Le f t 82 4 7 83 1 Th r u 42 4 3 13 6 43 7 9 Ri g h t 36 6 7 73 37 4 0 Pe d s 66 2 68 To t a l Ou t In 66 6 2 8 8 2 6 1 5 4 8 8 18 7 2 1 8 4 0 5 68 4 9 15 8 9 3 90 4 4 Out 26 0 26 In 0 0 0 Tot a l 26 0 26 1/17/2018 12:00 AM1/17/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C5 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-17-18 Site Code : 1 Start Date : 1/17/2018 Page No : 6 Vernon Avenue & Interlachen Boulevard Edina, MN Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 91 38 32 0 161 0 21 86 5 0 112 0 5 15 1 0 21 0 12 95 58 0 165 459 07:45 AM 0 88 28 41 0 157 1 25 91 9 0 126 0 4 17 0 0 21 1 23 102 57 0 183 487 08:00 AM 0 99 33 48 1 181 0 19 84 10 1 114 0 12 22 4 0 38 0 9 124 60 1 194 527 08:15 AM 0 72 33 52 0 157 0 31 82 3 0 116 0 9 30 2 1 42 0 15 88 61 1 165 480 Total Volume 0 350 132 173 1 656 1 96 343 27 1 468 0 30 84 7 1 122 1 59 409 236 2 707 1953 % App. Total 0 53.4 20.1 26.4 0.2 0.2 20.5 73.3 5.8 0.2 0 24.6 68.9 5.7 0.8 0.1 8.3 57.9 33.4 0.3 PHF .000 .884 .868 .832 .250 .906 .250 .774 .942 .675 .250 .929 .000 .625 .700 .438 .250 .726 .250 .641 .825 .967 .500 .911 .926 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 0 60 14 24 0 98 0 28 72 10 0 110 0 1 10 12 0 23 0 20 71 49 0 140 371 11:45 AM 0 51 10 28 0 89 0 24 79 7 0 110 0 11 6 7 1 25 0 25 89 61 3 178 402 12:00 PM 0 54 12 25 0 91 0 21 74 11 0 106 0 4 14 16 0 34 0 18 77 61 1 157 388 12:15 PM 0 53 14 12 0 79 0 31 66 5 0 102 0 8 10 8 0 26 0 12 73 53 0 138 345 Total Volume 0 218 50 89 0 357 0 104 291 33 0 428 0 24 40 43 1 108 0 75 310 224 4 613 1506 % App. Total 0 61.1 14 24.9 0 0 24.3 68 7.7 0 0 22.2 37 39.8 0.9 0 12.2 50.6 36.5 0.7 PHF .000 .908 .893 .795 .000 .911 .000 .839 .921 .750 .000 .973 .000 .545 .714 .672 .250 .794 .000 .750 .871 .918 .333 .861 .937 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 82 33 31 1 147 0 49 146 8 0 203 0 9 36 9 0 54 0 14 75 80 0 169 573 04:45 PM 0 81 33 30 0 144 0 83 184 13 0 280 0 6 25 6 0 37 0 10 78 69 12 169 630 05:00 PM 0 68 42 28 0 138 0 56 175 13 0 244 0 2 38 11 0 51 0 13 98 100 13 224 657 05:15 PM 0 76 46 30 0 152 1 75 157 10 0 243 0 11 26 4 0 41 0 19 83 101 0 203 639 Total Volume 0 307 154 119 1 581 1 263 662 44 0 970 0 28 125 30 0 183 0 56 334 350 25 765 2499 % App. Total 0 52.8 26.5 20.5 0.2 0.1 27.1 68.2 4.5 0 0 15.3 68.3 16.4 0 0 7.3 43.7 45.8 3.3 PHF .000 .936 .837 .960 .250 .956 .250 .792 .899 .846 .000 .866 .000 .636 .822 .682 .000 .847 .000 .737 .852 .866 .481 .854 .951 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C6 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-18-18 Site Code : 1 Start Date : 1/18/2018 Page No : 1 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 4 1 0 0 5 0 1 1 0 0 2 0 0 1 0 0 1 0 0 3 0 0 3 11 12:15 AM 0 1 2 0 0 3 0 1 0 0 0 1 0 0 1 0 0 1 0 0 4 8 0 12 17 12:30 AM 0 4 0 1 0 5 0 1 1 0 0 2 0 0 1 0 0 1 0 0 0 5 0 5 13 12:45 AM 0 3 0 1 0 4 0 1 1 0 0 2 0 0 1 0 0 1 0 0 0 3 0 3 10 Total 0 12 3 2 0 17 0 4 3 0 0 7 0 0 4 0 0 4 0 0 7 16 0 23 51 01:00 AM 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4 0 7 10 01:15 AM 0 2 0 2 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5 0 7 11 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 01:45 AM 0 4 0 1 0 5 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 4 0 6 12 Total 0 9 0 3 0 12 0 0 1 0 0 1 0 0 0 0 0 0 0 0 8 14 0 22 35 02:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 02:15 AM 0 3 0 0 0 3 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 4 0 6 10 02:30 AM 0 0 1 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 1 2 1 0 4 6 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 3 Total 0 4 1 0 0 5 0 1 0 1 0 2 0 0 0 0 0 0 0 1 6 7 0 14 21 03:00 AM 0 2 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 5 03:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 3 03:30 AM 0 2 0 2 0 4 0 2 1 0 0 3 0 0 0 0 0 0 0 1 2 0 0 3 10 03:45 AM 0 1 0 1 0 2 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 2 0 3 6 Total 0 6 0 3 1 10 0 3 1 0 0 4 0 0 0 0 0 0 0 1 6 3 0 10 24 04:00 AM 0 2 0 0 0 2 0 0 1 0 0 1 0 0 0 0 0 0 0 2 1 3 0 6 9 04:15 AM 0 7 2 1 0 10 0 1 4 0 0 5 0 0 0 0 0 0 0 0 1 3 0 4 19 04:30 AM 0 3 1 0 0 4 0 2 1 0 0 3 0 0 1 0 1 2 0 1 4 4 1 10 19 04:45 AM 0 8 1 0 0 9 0 2 3 1 0 6 0 1 0 0 0 1 0 3 5 3 0 11 27 Total 0 20 4 1 0 25 0 5 9 1 0 15 0 1 1 0 1 3 0 6 11 13 1 31 74 05:00 AM 0 14 2 0 0 16 0 3 3 0 0 6 0 0 0 1 0 1 0 2 5 3 0 10 33 05:15 AM 0 9 3 4 0 16 0 0 5 2 0 7 0 0 3 1 1 5 0 3 5 10 0 18 46 05:30 AM 0 25 3 4 1 33 0 1 4 4 0 9 0 4 2 1 0 7 0 4 10 16 0 30 79 05:45 AM 0 19 2 2 0 23 0 4 16 2 0 22 0 1 3 2 0 6 0 3 9 13 0 25 76 Total 0 67 10 10 1 88 0 8 28 8 0 44 0 5 8 5 1 19 0 12 29 42 0 83 234 06:00 AM 0 16 7 5 0 28 0 2 14 2 0 18 0 0 0 1 0 1 1 4 13 10 0 28 75 06:15 AM 0 35 9 6 0 50 0 3 21 7 0 31 0 4 4 2 0 10 0 1 21 20 0 42 133 06:30 AM 0 38 8 12 0 58 0 4 36 5 0 45 0 4 3 6 1 14 0 9 30 32 0 71 188 06:45 AM 0 55 16 18 0 89 0 9 33 7 0 49 0 3 12 1 0 16 0 8 46 44 0 98 252 Total 0 144 40 41 0 225 0 18 104 21 0 143 0 11 19 10 1 41 1 22 110 106 0 239 648 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C7 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-18-18 Site Code : 1 Start Date : 1/18/2018 Page No : 2 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 58 15 18 0 91 0 12 64 9 0 85 0 6 13 1 0 20 0 15 55 37 0 107 303 07:15 AM 0 79 22 31 0 132 0 16 81 10 0 107 0 10 6 2 0 18 1 15 63 51 0 130 387 07:30 AM 0 93 33 35 0 161 0 17 81 17 0 115 0 15 13 3 0 31 0 25 95 55 0 175 482 07:45 AM 0 88 33 42 0 163 0 22 79 17 0 118 0 10 13 3 0 26 0 20 104 73 0 197 504 Total 0 318 103 126 0 547 0 67 305 53 0 425 0 41 45 9 0 95 1 75 317 216 0 609 1676 08:00 AM 0 76 27 56 1 160 0 16 82 11 0 109 0 19 14 1 0 34 0 22 95 68 1 186 489 08:15 AM 0 87 36 32 2 157 0 34 85 8 0 127 0 3 28 2 0 33 0 18 74 56 2 150 467 08:30 AM 0 72 31 29 0 132 0 39 69 14 0 122 0 13 16 5 0 34 0 17 70 73 1 161 449 08:45 AM 0 68 21 37 0 126 0 28 58 8 0 94 0 5 10 2 0 17 0 22 85 46 0 153 390 Total 0 303 115 154 3 575 0 117 294 41 0 452 0 40 68 10 0 118 0 79 324 243 4 650 1795 09:00 AM 0 64 17 29 0 110 0 18 68 10 0 96 0 10 8 3 0 21 0 19 98 36 0 153 380 09:15 AM 0 63 27 30 1 121 0 32 104 16 0 152 0 5 15 6 0 26 0 30 74 44 0 148 447 09:30 AM 0 58 11 21 0 90 0 21 94 5 0 120 0 6 13 8 0 27 0 17 64 45 1 127 364 09:45 AM 0 49 13 16 1 79 0 21 65 8 0 94 0 11 13 5 0 29 0 17 56 44 0 117 319 Total 0 234 68 96 2 400 0 92 331 39 0 462 0 32 49 22 0 103 0 83 292 169 1 545 1510 10:00 AM 0 45 17 15 0 77 0 21 67 2 0 90 0 8 12 7 0 27 2 23 63 43 0 131 325 10:15 AM 0 46 6 21 0 73 0 23 67 4 0 94 0 4 12 4 0 20 0 14 62 39 0 115 302 10:30 AM 0 54 10 18 0 82 0 22 78 4 0 104 0 1 8 7 0 16 0 20 63 47 0 130 332 10:45 AM 0 49 9 16 0 74 0 23 68 10 0 101 0 3 8 3 0 14 0 18 74 57 0 149 338 Total 0 194 42 70 0 306 0 89 280 20 0 389 0 16 40 21 0 77 2 75 262 186 0 525 1297 11:00 AM 0 48 14 9 0 71 0 24 71 12 0 107 0 6 5 12 0 23 0 16 49 57 1 123 324 11:15 AM 0 42 12 22 0 76 0 30 73 4 0 107 0 4 8 11 0 23 0 10 68 47 0 125 331 11:30 AM 0 60 11 33 0 104 0 31 72 7 0 110 0 4 13 10 0 27 0 23 51 40 0 114 355 11:45 AM 0 54 13 22 0 89 0 24 69 13 2 108 0 6 14 9 0 29 0 10 83 55 1 149 375 Total 0 204 50 86 0 340 0 109 285 36 2 432 0 20 40 42 0 102 0 59 251 199 2 511 1385 12:00 PM 0 51 9 24 0 84 0 33 77 5 0 115 0 9 8 12 0 29 0 18 70 51 0 139 367 12:15 PM 0 62 14 18 1 95 0 21 83 6 1 111 0 3 9 5 0 17 0 24 73 60 1 158 381 12:30 PM 0 50 6 25 0 81 0 28 79 6 0 113 0 8 7 14 0 29 1 12 72 61 0 146 369 12:45 PM 0 59 11 42 0 112 1 25 66 7 2 101 0 8 14 4 0 26 1 21 61 66 1 150 389 Total 0 222 40 109 1 372 1 107 305 24 3 440 0 28 38 35 0 101 2 75 276 238 2 593 1506 01:00 PM 0 62 13 19 1 95 0 26 53 10 0 89 0 8 13 12 0 33 0 21 74 55 0 150 367 01:15 PM 0 69 11 30 1 111 0 21 78 3 0 102 0 6 8 7 0 21 0 19 68 65 1 153 387 01:30 PM 0 51 13 19 0 83 1 20 84 3 0 108 0 6 7 2 0 15 0 16 68 63 0 147 353 01:45 PM 0 50 16 31 0 97 0 33 64 8 0 105 0 2 12 9 0 23 1 16 78 56 0 151 376 Total 0 232 53 99 2 386 1 100 279 24 0 404 0 22 40 30 0 92 1 72 288 239 1 601 1483 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C8 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-18-18 Site Code : 1 Start Date : 1/18/2018 Page No : 3 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 42 15 25 1 83 2 24 75 6 0 107 0 4 10 8 0 22 0 12 67 51 1 131 343 02:15 PM 0 53 13 28 2 96 1 31 76 9 0 117 0 3 11 10 0 24 0 14 67 54 3 138 375 02:30 PM 0 52 13 19 0 84 1 33 85 3 0 122 0 8 18 6 0 32 0 17 77 72 2 168 406 02:45 PM 0 44 20 28 2 94 0 36 80 9 0 125 0 5 13 2 0 20 0 4 70 80 0 154 393 Total 0 191 61 100 5 357 4 124 316 27 0 471 0 20 52 26 0 98 0 47 281 257 6 591 1517 03:00 PM 0 51 17 34 1 103 0 34 86 7 0 127 0 6 20 5 0 31 0 14 79 49 0 142 403 03:15 PM 0 60 20 19 3 102 1 54 96 12 0 163 0 7 20 4 0 31 0 13 83 66 1 163 459 03:30 PM 0 61 15 26 0 102 0 41 115 6 0 162 0 6 22 7 0 35 0 12 93 84 0 189 488 03:45 PM 0 74 26 28 1 129 0 45 132 6 0 183 0 1 10 6 0 17 0 15 109 70 1 195 524 Total 0 246 78 107 5 436 1 174 429 31 0 635 0 20 72 22 0 114 0 54 364 269 2 689 1874 04:00 PM 0 59 12 29 0 100 0 52 148 6 1 207 0 2 19 6 0 27 0 8 63 80 0 151 485 04:15 PM 0 67 21 23 0 111 1 64 148 7 0 220 0 6 19 6 0 31 0 11 99 75 0 185 547 04:30 PM 0 85 13 32 0 130 0 54 153 6 0 213 0 6 19 8 0 33 0 6 89 92 11 198 574 04:45 PM 0 76 29 25 1 131 2 66 190 9 0 267 0 12 22 5 0 39 0 14 73 74 0 161 598 Total 0 287 75 109 1 472 3 236 639 28 1 907 0 26 79 25 0 130 0 39 324 321 11 695 2204 05:00 PM 0 84 27 25 0 136 0 48 177 9 0 234 0 9 33 4 1 47 0 15 88 100 15 218 635 05:15 PM 0 66 25 33 2 126 0 68 154 11 0 233 0 7 26 8 0 41 0 14 93 81 3 191 591 05:30 PM 0 73 25 29 0 127 0 59 163 5 0 227 0 6 32 8 0 46 0 11 81 77 0 169 569 05:45 PM 0 71 19 31 0 121 1 47 146 14 0 208 0 3 20 6 0 29 0 16 85 74 0 175 533 Total 0 294 96 118 2 510 1 222 640 39 0 902 0 25 111 26 1 163 0 56 347 332 18 753 2328 06:00 PM 0 69 18 23 0 110 1 38 85 9 0 133 0 7 20 3 0 30 0 18 95 77 2 192 465 06:15 PM 0 51 15 20 0 86 1 36 87 6 0 130 0 6 15 5 0 26 0 9 62 71 1 143 385 06:30 PM 0 47 12 22 0 81 0 33 61 2 0 96 0 4 21 7 0 32 0 22 75 75 0 172 381 06:45 PM 0 47 8 16 0 71 1 25 41 6 0 73 0 3 10 8 0 21 0 11 44 66 0 121 286 Total 0 214 53 81 0 348 3 132 274 23 0 432 0 20 66 23 0 109 0 60 276 289 3 628 1517 07:00 PM 0 55 7 19 0 81 1 16 52 6 0 75 0 1 9 12 0 22 0 9 54 68 4 135 313 07:15 PM 0 51 15 20 0 86 0 21 49 7 0 77 0 6 11 5 0 22 0 9 61 72 1 143 328 07:30 PM 0 47 13 22 0 82 0 17 35 6 0 58 0 5 9 3 0 17 0 22 75 82 0 179 336 07:45 PM 0 45 10 15 0 70 0 5 23 4 0 32 0 3 6 5 0 14 0 12 42 66 0 120 236 Total 0 198 45 76 0 319 1 59 159 23 0 242 0 15 35 25 0 75 0 52 232 288 5 577 1213 08:00 PM 0 25 9 11 0 45 0 13 36 4 0 53 0 5 10 9 0 24 0 13 48 57 0 118 240 08:15 PM 0 24 5 8 0 37 0 13 22 4 0 39 0 0 7 6 0 13 0 7 33 36 0 76 165 08:30 PM 0 27 10 12 0 49 0 10 20 3 0 33 0 6 13 6 0 25 0 14 27 44 0 85 192 08:45 PM 0 18 6 8 0 32 0 18 26 1 0 45 0 1 26 13 0 40 0 6 33 44 0 83 200 Total 0 94 30 39 0 163 0 54 104 12 0 170 0 12 56 34 0 102 0 40 141 181 0 362 797 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C9 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-18-18 Site Code : 1 Start Date : 1/18/2018 Page No : 4 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 17 3 6 0 26 0 16 22 2 0 40 0 1 9 5 0 15 0 2 33 42 0 77 158 09:15 PM 0 28 5 9 0 42 0 12 20 0 0 32 0 3 3 4 0 10 0 1 36 46 0 83 167 09:30 PM 0 23 5 7 0 35 0 10 17 2 0 29 0 4 8 1 0 13 0 4 32 41 0 77 154 09:45 PM 0 18 1 6 0 25 0 7 15 1 0 23 0 4 5 1 0 10 0 3 17 28 0 48 106 Total 0 86 14 28 0 128 0 45 74 5 0 124 0 12 25 11 0 48 0 10 118 157 0 285 585 10:00 PM 0 23 1 5 0 29 0 6 14 0 0 20 0 1 2 4 0 7 0 1 16 27 0 44 100 10:15 PM 0 7 0 8 0 15 0 4 7 1 0 12 0 1 3 2 0 6 1 0 9 13 0 23 56 10:30 PM 0 10 1 4 0 15 0 2 5 0 0 7 0 0 2 0 0 2 0 1 10 13 0 24 48 10:45 PM 0 4 0 2 0 6 0 0 4 0 0 4 0 0 1 1 0 2 0 0 7 6 0 13 25 Total 0 44 2 19 0 65 0 12 30 1 0 43 0 2 8 7 0 17 1 2 42 59 0 104 229 11:00 PM 0 6 0 5 0 11 0 2 4 1 0 7 0 0 1 1 0 2 0 0 6 8 0 14 34 11:15 PM 0 4 4 0 0 8 0 1 3 0 0 4 0 0 0 0 0 0 0 0 6 12 0 18 30 11:30 PM 0 2 4 1 0 7 0 2 2 0 0 4 0 0 1 0 0 1 0 1 4 6 0 11 23 11:45 PM 0 6 0 3 0 9 0 1 0 0 0 1 0 0 0 0 0 0 0 0 3 5 0 8 18 Total 0 18 8 9 0 35 0 6 9 1 0 16 0 0 2 1 0 3 0 1 19 31 0 51 105 Grand Total 0 3641 991 1486 23 6141 15 1784 4899 458 6 7162 0 368 858 384 4 1614 8 921 4331 3875 56 9191 24108 Apprch %0 59.3 16.1 24.2 0.4 0.2 24.9 68.4 6.4 0.1 0 22.8 53.2 23.8 0.2 0.1 10 47.1 42.2 0.6 Total %0 15.1 4.1 6.2 0.1 25.5 0.1 7.4 20.3 1.9 0 29.7 0 1.5 3.6 1.6 0 6.7 0 3.8 18 16.1 0.2 38.1 Cars +0 3564 987 1464 22 6037 15 1752 4743 456 6 6972 0 363 853 376 4 1596 8 911 4184 3790 53 8946 23551 % Cars +0 97.9 99.6 98.5 95.7 98.3 100 98.2 96.8 99.6 100 97.3 0 98.6 99.4 97.9 100 98.9 100 98.9 96.6 97.8 94.6 97.3 97.7 Trucks 0 77 4 22 1 104 0 32 156 2 0 190 0 5 5 8 0 18 0 10 147 85 3 245 557 % Trucks 0 2.1 0.4 1.5 4.3 1.7 0 1.8 3.2 0.4 0 2.7 0 1.4 0.6 2.1 0 1.1 0 1.1 3.4 2.2 5.4 2.7 2.3 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C10 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-18-18 Site Code : 1 Start Date : 1/18/2018 Page No : 5 Vernon Avenue & Interlachen Boulevard Edina, MN Interlachen Boulevard V e r n o n A v e n u e V e r n o n A v e n u e Gus Young Lane Right 1464 22 1486 Thru 987 4 991 Left 3564 77 3641 UTrn 0 0 0 Peds 22 1 23 InOut Total2220 6037 8257 17 104 121 2237 8378 6141 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 4 5 6 2 4 5 8 T h r u 4 7 4 3 1 5 6 4 8 9 9 L e f t 1 7 5 2 3 2 1 7 8 4 U T r n 1 5 0 1 5 P e d s 6 0 6 O u t T o t a l I n 8 1 2 4 6 9 7 2 1 5 0 9 6 2 3 2 1 9 0 4 2 2 8 3 5 6 1 5 5 1 8 7 1 6 2 Ou t 15 0 15 In 0 0 0 Tot a l 15 0 15 UTrn0 0 0 Left363 5 368 Thru853 5 858 Right376 8 384 Peds4 0 4 Out TotalIn 6529 1596 8125 121 18 139 6650 8264 1614 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 8 0 8 Le f t 91 1 10 92 1 Th r u 41 8 4 14 7 43 3 1 Ri g h t 37 9 0 85 38 7 5 Pe d s 53 3 56 To t a l Ou t In 65 7 0 8 9 4 6 1 5 5 1 6 18 3 2 4 5 4 2 8 67 5 3 15 9 4 4 91 9 1 Out 8 0 8 In 0 0 0 Tot a l 8 0 8 1/18/2018 12:00 AM1/18/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C11 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-18-18 Site Code : 1 Start Date : 1/18/2018 Page No : 6 Vernon Avenue & Interlachen Boulevard Edina, MN Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 93 33 35 0 161 0 17 81 17 0 115 0 15 13 3 0 31 0 25 95 55 0 175 482 07:45 AM 0 88 33 42 0 163 0 22 79 17 0 118 0 10 13 3 0 26 0 20 104 73 0 197 504 08:00 AM 0 76 27 56 1 160 0 16 82 11 0 109 0 19 14 1 0 34 0 22 95 68 1 186 489 08:15 AM 0 87 36 32 2 157 0 34 85 8 0 127 0 3 28 2 0 33 0 18 74 56 2 150 467 Total Volume 0 344 129 165 3 641 0 89 327 53 0 469 0 47 68 9 0 124 0 85 368 252 3 708 1942 % App. Total 0 53.7 20.1 25.7 0.5 0 19 69.7 11.3 0 0 37.9 54.8 7.3 0 0 12 52 35.6 0.4 PHF .000 .925 .896 .737 .375 .983 .000 .654 .962 .779 .000 .923 .000 .618 .607 .750 .000 .912 .000 .850 .885 .863 .375 .898 .963 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 0 50 6 25 0 81 0 28 79 6 0 113 0 8 7 14 0 29 1 12 72 61 0 146 369 12:45 PM 0 59 11 42 0 112 1 25 66 7 2 101 0 8 14 4 0 26 1 21 61 66 1 150 389 01:00 PM 0 62 13 19 1 95 0 26 53 10 0 89 0 8 13 12 0 33 0 21 74 55 0 150 367 01:15 PM 0 69 11 30 1 111 0 21 78 3 0 102 0 6 8 7 0 21 0 19 68 65 1 153 387 Total Volume 0 240 41 116 2 399 1 100 276 26 2 405 0 30 42 37 0 109 2 73 275 247 2 599 1512 % App. Total 0 60.2 10.3 29.1 0.5 0.2 24.7 68.1 6.4 0.5 0 27.5 38.5 33.9 0 0.3 12.2 45.9 41.2 0.3 PHF .000 .870 .788 .690 .500 .891 .250 .893 .873 .650 .250 .896 .000 .938 .750 .661 .000 .826 .500 .869 .929 .936 .500 .979 .972 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 85 13 32 0 130 0 54 153 6 0 213 0 6 19 8 0 33 0 6 89 92 11 198 574 04:45 PM 0 76 29 25 1 131 2 66 190 9 0 267 0 12 22 5 0 39 0 14 73 74 0 161 598 05:00 PM 0 84 27 25 0 136 0 48 177 9 0 234 0 9 33 4 1 47 0 15 88 100 15 218 635 05:15 PM 0 66 25 33 2 126 0 68 154 11 0 233 0 7 26 8 0 41 0 14 93 81 3 191 591 Total Volume 0 311 94 115 3 523 2 236 674 35 0 947 0 34 100 25 1 160 0 49 343 347 29 768 2398 % App. Total 0 59.5 18 22 0.6 0.2 24.9 71.2 3.7 0 0 21.2 62.5 15.6 0.6 0 6.4 44.7 45.2 3.8 PHF .000 .915 .810 .871 .375 .961 .250 .868 .887 .795 .000 .887 .000 .708 .758 .781 .250 .851 .000 .817 .922 .868 .483 .881 .944 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C12 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-27-18 Site Code : 1 Start Date : 1/27/2018 Page No : 1 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 13 1 1 0 15 0 0 6 15 0 21 0 0 0 0 0 0 0 3 4 0 0 7 43 12:15 AM 0 6 0 2 0 8 0 0 8 10 0 18 0 0 2 0 0 2 0 1 1 0 0 2 30 12:30 AM 0 7 1 5 0 13 0 0 3 8 0 11 0 2 0 0 0 2 0 2 7 0 0 9 35 12:45 AM 0 3 0 0 0 3 0 0 9 7 0 16 0 0 1 0 0 1 0 1 3 0 0 4 24 Total 0 29 2 8 0 39 0 0 26 40 0 66 0 2 3 0 0 5 0 7 15 0 0 22 132 01:00 AM 0 4 0 0 0 4 0 0 3 2 0 5 0 0 1 0 0 1 0 3 4 0 0 7 17 01:15 AM 0 4 0 2 0 6 0 0 4 1 0 5 0 0 1 0 0 1 0 1 3 0 0 4 16 01:30 AM 0 5 0 1 0 6 0 0 1 6 0 7 0 0 2 0 0 2 0 0 2 0 0 2 17 01:45 AM 0 4 0 0 0 4 0 0 5 7 0 12 0 0 0 0 0 0 0 0 2 0 0 2 18 Total 0 17 0 3 0 20 0 0 13 16 0 29 0 0 4 0 0 4 0 4 11 0 0 15 68 02:00 AM 0 4 0 2 0 6 0 0 3 0 0 3 0 0 1 0 0 1 0 0 0 0 0 0 10 02:15 AM 0 1 0 0 0 1 0 0 3 2 0 5 0 0 0 0 0 0 0 1 1 0 0 2 8 02:30 AM 0 1 0 0 0 1 0 0 3 0 0 3 0 0 0 0 0 0 0 0 2 0 0 2 6 02:45 AM 0 2 0 0 0 2 0 0 0 2 0 2 0 0 0 0 0 0 0 0 3 0 0 3 7 Total 0 8 0 2 0 10 0 0 9 4 0 13 0 0 1 0 0 1 0 1 6 0 0 7 31 03:00 AM 0 4 0 1 0 5 0 0 2 4 0 6 0 0 0 0 0 0 0 0 0 0 0 0 11 03:15 AM 0 2 0 0 0 2 0 0 1 3 0 4 0 0 0 0 0 0 0 0 0 0 0 0 6 03:30 AM 0 1 0 1 0 2 0 0 1 3 0 4 0 0 0 0 0 0 0 1 1 0 0 2 8 03:45 AM 0 3 0 0 0 3 0 2 1 1 0 4 0 0 0 0 0 0 0 1 1 0 0 2 9 Total 0 10 0 2 0 12 0 2 5 11 0 18 0 0 0 0 0 0 0 2 2 0 0 4 34 04:00 AM 0 2 0 1 0 3 0 0 0 7 0 7 0 0 0 0 0 0 0 2 1 0 0 3 13 04:15 AM 0 3 1 1 0 5 0 1 1 6 0 8 0 0 0 0 0 0 0 1 1 0 0 2 15 04:30 AM 0 2 1 2 0 5 0 1 1 2 0 4 0 0 1 1 0 2 0 0 0 0 0 0 11 04:45 AM 0 3 0 0 0 3 0 1 2 2 0 5 0 0 1 0 0 1 0 0 4 0 0 4 13 Total 0 10 2 4 0 16 0 3 4 17 0 24 0 0 2 1 0 3 0 3 6 0 0 9 52 05:00 AM 0 2 3 1 0 6 1 1 2 1 0 5 0 0 0 1 0 1 0 0 2 0 0 2 14 05:15 AM 0 4 1 2 0 7 0 2 3 7 0 12 0 1 1 0 0 2 0 3 1 1 0 5 26 05:30 AM 0 7 0 2 1 10 0 3 2 3 0 8 0 0 2 0 1 3 0 6 2 1 1 10 31 05:45 AM 0 10 1 4 0 15 0 3 2 3 0 8 0 0 2 0 0 2 0 2 1 0 0 3 28 Total 0 23 5 9 1 38 1 9 9 14 0 33 0 1 5 1 1 8 0 11 6 2 1 20 99 06:00 AM 0 3 2 3 0 8 0 1 3 5 1 10 0 1 1 1 0 3 0 0 7 2 0 9 30 06:15 AM 0 10 0 5 0 15 0 2 5 6 0 13 0 0 0 0 0 0 0 4 2 0 0 6 34 06:30 AM 0 15 5 5 0 25 0 1 4 7 0 12 0 1 3 1 0 5 0 5 9 2 0 16 58 06:45 AM 0 15 4 1 0 20 0 4 12 10 0 26 0 0 4 1 0 5 0 2 9 4 0 15 66 Total 0 43 11 14 0 68 0 8 24 28 1 61 0 2 8 3 0 13 0 11 27 8 0 46 188 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C13 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-27-18 Site Code : 1 Start Date : 1/27/2018 Page No : 2 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 18 8 5 0 31 0 4 6 8 0 18 0 2 4 4 0 10 0 2 17 1 0 20 79 07:15 AM 0 18 5 12 0 35 0 3 12 8 0 23 0 0 4 0 0 4 0 2 21 2 0 25 87 07:30 AM 0 24 9 7 0 40 0 14 20 14 0 48 0 0 6 3 0 9 0 7 28 7 0 42 139 07:45 AM 0 19 14 9 0 42 0 9 19 24 0 52 0 2 7 2 0 11 0 9 25 4 1 39 144 Total 0 79 36 33 0 148 0 30 57 54 0 141 0 4 21 9 0 34 0 20 91 14 1 126 449 08:00 AM 0 38 9 10 0 57 0 11 26 24 0 61 0 4 11 5 0 20 1 10 22 11 0 44 182 08:15 AM 0 41 15 21 0 77 2 8 18 28 0 56 0 5 9 2 0 16 0 14 26 8 1 49 198 08:30 AM 0 45 20 17 0 82 0 10 37 22 1 70 0 6 11 4 1 22 0 19 46 12 1 78 252 08:45 AM 0 61 13 22 1 97 0 16 49 49 0 114 0 10 10 4 1 25 0 23 46 4 1 74 310 Total 0 185 57 70 1 313 2 45 130 123 1 301 0 25 41 15 2 83 1 66 140 35 3 245 942 09:00 AM 0 50 11 31 1 93 1 16 36 37 1 91 0 7 13 5 0 25 0 14 46 8 0 68 277 09:15 AM 0 46 15 22 0 83 0 18 44 39 0 101 0 7 7 6 0 20 0 21 49 4 0 74 278 09:30 AM 0 53 21 15 1 90 0 12 38 43 0 93 0 7 17 4 0 28 0 27 61 7 1 96 307 09:45 AM 0 60 15 30 0 105 0 11 60 32 0 103 0 7 16 3 0 26 1 13 60 7 2 83 317 Total 0 209 62 98 2 371 1 57 178 151 1 388 0 28 53 18 0 99 1 75 216 26 3 321 1179 10:00 AM 0 48 21 36 0 105 1 18 49 42 0 110 0 5 13 3 0 21 1 22 92 8 0 123 359 10:15 AM 0 65 21 28 1 115 1 29 61 35 0 126 0 5 13 6 0 24 0 20 63 15 0 98 363 10:30 AM 0 57 22 23 0 102 3 30 67 36 1 137 0 3 13 3 1 20 0 24 79 11 0 114 373 10:45 AM 0 69 18 21 0 108 1 31 81 56 0 169 0 11 18 15 0 44 0 22 64 14 1 101 422 Total 0 239 82 108 1 430 6 108 258 169 1 542 0 24 57 27 1 109 1 88 298 48 1 436 1517 11:00 AM 0 58 14 20 2 94 0 21 69 46 3 139 0 7 15 8 1 31 0 31 91 9 0 131 395 11:15 AM 0 47 11 28 0 86 0 19 93 49 0 161 0 4 13 7 0 24 0 27 82 8 0 117 388 11:30 AM 0 43 20 22 0 85 1 18 60 47 0 126 0 8 18 7 0 33 0 33 89 6 0 128 372 11:45 AM 0 56 11 12 0 79 0 18 63 58 0 139 0 4 12 9 0 25 0 24 93 8 3 128 371 Total 0 204 56 82 2 344 1 76 285 200 3 565 0 23 58 31 1 113 0 115 355 31 3 504 1526 12:00 PM 0 53 8 22 0 83 1 26 73 64 0 164 0 7 18 3 0 28 0 34 93 9 3 139 414 12:15 PM 0 58 21 30 0 109 1 19 73 53 0 146 0 1 13 7 0 21 1 29 84 11 0 125 401 12:30 PM 0 53 11 22 0 86 1 17 56 57 0 131 0 7 12 4 0 23 1 29 69 3 0 102 342 12:45 PM 0 53 13 27 0 93 1 12 75 56 0 144 0 4 13 11 0 28 1 33 101 7 0 142 407 Total 0 217 53 101 0 371 4 74 277 230 0 585 0 19 56 25 0 100 3 125 347 30 3 508 1564 01:00 PM 0 61 16 29 0 106 2 14 65 52 0 133 0 6 12 9 0 27 0 25 77 9 0 111 377 01:15 PM 0 57 13 30 0 100 0 20 67 45 0 132 0 6 8 5 2 21 0 40 78 9 0 127 380 01:30 PM 0 57 16 20 0 93 1 18 72 54 0 145 0 7 8 6 0 21 0 36 77 10 0 123 382 01:45 PM 0 53 12 30 1 96 0 11 64 78 0 153 0 4 14 6 0 24 0 32 77 8 1 118 391 Total 0 228 57 109 1 395 3 63 268 229 0 563 0 23 42 26 2 93 0 133 309 36 1 479 1530 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C14 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-27-18 Site Code : 1 Start Date : 1/27/2018 Page No : 3 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 60 19 19 1 99 2 19 63 52 0 136 0 5 11 7 0 23 0 37 74 8 1 120 378 02:15 PM 0 50 16 28 1 95 0 18 74 56 2 150 0 5 18 10 1 34 0 27 72 8 1 108 387 02:30 PM 0 44 14 28 0 86 0 14 70 58 0 142 0 9 14 6 0 29 0 30 62 6 0 98 355 02:45 PM 0 41 15 16 0 72 1 17 70 56 1 145 0 3 13 3 1 20 0 48 102 7 0 157 394 Total 0 195 64 91 2 352 3 68 277 222 3 573 0 22 56 26 2 106 0 142 310 29 2 483 1514 03:00 PM 0 40 11 28 0 79 0 15 70 57 0 142 0 4 12 8 0 24 0 40 88 6 0 134 379 03:15 PM 0 36 7 29 1 73 0 12 63 48 1 124 0 4 19 9 1 33 0 25 61 9 0 95 325 03:30 PM 0 52 12 26 0 90 0 15 69 50 0 134 0 2 9 5 1 17 1 30 57 5 0 93 334 03:45 PM 0 45 12 22 0 79 2 13 82 62 0 159 0 2 11 6 0 19 0 28 69 3 0 100 357 Total 0 173 42 105 1 321 2 55 284 217 1 559 0 12 51 28 2 93 1 123 275 23 0 422 1395 04:00 PM 0 71 14 24 0 109 0 16 64 66 0 146 0 4 16 6 0 26 1 32 76 7 0 116 397 04:15 PM 0 58 12 25 2 97 0 17 69 55 0 141 0 3 12 7 0 22 1 39 58 9 0 107 367 04:30 PM 0 61 23 23 0 107 0 11 64 47 0 122 0 5 12 2 0 19 0 30 65 5 0 100 348 04:45 PM 0 54 26 33 0 113 0 21 47 50 0 118 0 3 17 7 0 27 1 32 78 13 1 125 383 Total 0 244 75 105 2 426 0 65 244 218 0 527 0 15 57 22 0 94 3 133 277 34 1 448 1495 05:00 PM 0 56 26 21 0 103 0 8 62 54 0 124 0 6 14 8 0 28 0 24 68 3 0 95 350 05:15 PM 0 50 14 23 1 88 0 14 58 54 0 126 0 4 14 9 0 27 0 34 60 7 2 103 344 05:30 PM 0 58 8 16 0 82 0 8 43 59 1 111 0 2 16 5 1 24 0 20 47 7 0 74 291 05:45 PM 0 62 8 19 0 89 0 16 45 59 0 120 0 2 11 5 0 18 0 24 59 9 0 92 319 Total 0 226 56 79 1 362 0 46 208 226 1 481 0 14 55 27 1 97 0 102 234 26 2 364 1304 06:00 PM 0 48 8 11 1 68 0 13 58 52 1 124 0 7 19 4 0 30 0 26 37 7 0 70 292 06:15 PM 0 54 12 14 0 80 0 14 35 57 0 106 0 3 9 5 0 17 0 19 57 5 0 81 284 06:30 PM 0 50 4 19 0 73 0 7 49 66 0 122 0 6 13 5 0 24 0 20 48 8 0 76 295 06:45 PM 0 50 9 15 0 74 0 14 39 55 0 108 0 3 8 4 0 15 0 13 44 5 0 62 259 Total 0 202 33 59 1 295 0 48 181 230 1 460 0 19 49 18 0 86 0 78 186 25 0 289 1130 07:00 PM 0 25 6 18 0 49 1 10 41 51 0 103 0 2 5 5 0 12 0 10 43 4 0 57 221 07:15 PM 0 21 8 10 0 39 0 6 41 39 0 86 0 4 11 5 0 20 0 12 29 6 0 47 192 07:30 PM 0 33 8 10 0 51 0 5 32 44 1 82 0 7 6 3 0 16 0 8 38 4 0 50 199 07:45 PM 0 32 5 11 1 49 1 4 32 35 0 72 0 0 10 1 1 12 0 6 26 3 1 36 169 Total 0 111 27 49 1 188 2 25 146 169 1 343 0 13 32 14 1 60 0 36 136 17 1 190 781 08:00 PM 0 17 4 10 0 31 0 6 34 40 1 81 0 1 6 3 1 11 0 12 27 4 0 43 166 08:15 PM 0 18 4 10 0 32 0 4 21 32 0 57 0 3 10 4 0 17 0 14 20 4 0 38 144 08:30 PM 0 22 1 8 0 31 0 1 21 32 0 54 0 5 8 2 0 15 0 5 18 6 0 29 129 08:45 PM 0 21 4 5 0 30 0 2 17 36 0 55 0 0 5 8 0 13 0 4 12 3 0 19 117 Total 0 78 13 33 0 124 0 13 93 140 1 247 0 9 29 17 1 56 0 35 77 17 0 129 556 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C15 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-27-18 Site Code : 1 Start Date : 1/27/2018 Page No : 4 Vernon Avenue & Interlachen Boulevard Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 15 6 7 0 28 1 4 30 29 0 64 0 3 8 3 0 14 0 8 14 2 0 24 130 09:15 PM 0 33 5 8 0 46 0 5 26 35 0 66 0 3 6 1 0 10 0 19 23 0 0 42 164 09:30 PM 0 30 2 7 0 39 0 5 34 39 0 78 0 4 3 3 0 10 0 5 9 1 0 15 142 09:45 PM 0 27 3 8 0 38 0 3 26 30 0 59 0 2 9 2 0 13 0 8 22 2 1 33 143 Total 0 105 16 30 0 151 1 17 116 133 0 267 0 12 26 9 0 47 0 40 68 5 1 114 579 10:00 PM 0 22 3 7 0 32 0 3 30 28 2 63 0 2 1 4 1 8 0 14 24 4 0 42 145 10:15 PM 0 17 2 9 0 28 1 2 29 34 1 67 0 1 3 1 1 6 0 6 13 0 0 19 120 10:30 PM 0 39 2 9 0 50 0 1 32 26 0 59 0 3 3 0 0 6 0 12 16 2 0 30 145 10:45 PM 0 14 1 7 0 22 0 2 19 27 0 48 0 2 2 0 0 4 0 8 13 0 0 21 95 Total 0 92 8 32 0 132 1 8 110 115 3 237 0 8 9 5 2 24 0 40 66 6 0 112 505 11:00 PM 0 19 2 3 0 24 0 0 16 22 0 38 0 0 3 0 0 3 0 8 13 0 0 21 86 11:15 PM 0 10 1 8 0 19 0 1 25 20 0 46 0 0 2 0 0 2 0 6 5 0 0 11 78 11:30 PM 0 13 2 4 0 19 0 0 14 19 0 33 0 0 4 0 0 4 0 6 9 1 0 16 72 11:45 PM 0 18 2 3 0 23 0 0 16 17 0 33 0 0 4 0 0 4 0 6 6 1 0 13 73 Total 0 60 7 18 0 85 0 1 71 78 0 150 0 0 13 0 0 13 0 26 33 2 0 61 309 Grand Total 0 2987 764 1244 16 5011 27 821 3273 3034 18 7173 0 275 728 322 16 1341 10 1416 3491 414 23 5354 18879 Apprch %0 59.6 15.2 24.8 0.3 0.4 11.4 45.6 42.3 0.3 0 20.5 54.3 24 1.2 0.2 26.4 65.2 7.7 0.4 Total %0 15.8 4 6.6 0.1 26.5 0.1 4.3 17.3 16.1 0.1 38 0 1.5 3.9 1.7 0.1 7.1 0.1 7.5 18.5 2.2 0.1 28.4 Cars +0 2970 764 1240 16 4990 26 818 3226 3022 18 7110 0 275 727 321 16 1339 10 1413 3438 413 23 5297 18736 % Cars +0 99.4 100 99.7 100 99.6 96.3 99.6 98.6 99.6 100 99.1 0 100 99.9 99.7 100 99.9 100 99.8 98.5 99.8 100 98.9 99.2 Trucks 0 17 0 4 0 21 1 3 47 12 0 63 0 0 1 1 0 2 0 3 53 1 0 57 143 % Trucks 0 0.6 0 0.3 0 0.4 3.7 0.4 1.4 0.4 0 0.9 0 0 0.1 0.3 0 0.1 0 0.2 1.5 0.2 0 1.1 0.8 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C16 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-27-18 Site Code : 1 Start Date : 1/27/2018 Page No : 5 Vernon Avenue & Interlachen Boulevard Edina, MN Interlachen Boulevard V e r n o n A v e n u e V e r n o n A v e n u e Gus Young Lane Right 1240 4 1244 Thru 764 0 764 Left 2970 17 2987 UTrn 0 0 0 Peds 16 0 16 InOut Total5162 4990 10152 16 21 37 5178 10189 5011 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 3 0 2 2 1 2 3 0 3 4 T h r u 3 2 2 6 4 7 3 2 7 3 L e f t 8 1 8 3 8 2 1 U T r n 2 6 1 2 7 P e d s 1 8 0 1 8 O u t T o t a l I n 6 7 2 9 7 1 1 0 1 3 8 3 9 7 1 6 3 1 3 4 6 8 0 0 1 3 9 7 3 7 1 7 3 Ou t 26 1 27 In 0 0 0 Tot a l 26 1 27 UTrn0 0 0 Left275 0 275 Thru727 1 728 Right321 1 322 Peds16 0 16 Out TotalIn 1995 1339 3334 4 2 6 1999 3340 1341 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 10 0 10 Le f t 14 1 3 3 14 1 6 Th r u 34 3 8 53 34 9 1 Ri g h t 41 3 1 41 4 Pe d s 23 0 23 To t a l Ou t In 47 4 1 5 2 9 7 1 0 0 3 8 51 5 7 1 0 8 47 9 2 10 1 4 6 53 5 4 Out 10 0 10 In 0 0 0 Tot a l 10 0 10 1/27/2018 12:00 AM1/27/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C17 Spack Consulting File Name : 1 - Vernon Ave & Interlachen Blvd, 1-27-18 Site Code : 1 Start Date : 1/27/2018 Page No : 6 Vernon Avenue & Interlachen Boulevard Edina, MN Interlachen Boulevard From North Vernon Avenue From East Gus Young Lane From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 09:00 AM 09:00 AM 0 50 11 31 1 93 1 16 36 37 1 91 0 7 13 5 0 25 0 14 46 8 0 68 277 09:15 AM 0 46 15 22 0 83 0 18 44 39 0 101 0 7 7 6 0 20 0 21 49 4 0 74 278 09:30 AM 0 53 21 15 1 90 0 12 38 43 0 93 0 7 17 4 0 28 0 27 61 7 1 96 307 09:45 AM 0 60 15 30 0 105 0 11 60 32 0 103 0 7 16 3 0 26 1 13 60 7 2 83 317 Total Volume 0 209 62 98 2 371 1 57 178 151 1 388 0 28 53 18 0 99 1 75 216 26 3 321 1179 % App. Total 0 56.3 16.7 26.4 0.5 0.3 14.7 45.9 38.9 0.3 0 28.3 53.5 18.2 0 0.3 23.4 67.3 8.1 0.9 PHF .000 .871 .738 .790 .500 .883 .250 .792 .742 .878 .250 .942 .000 1.00 .779 .750 .000 .884 .250 .694 .885 .813 .375 .836 .930 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 10:30 AM 10:30 AM 0 57 22 23 0 102 3 30 67 36 1 137 0 3 13 3 1 20 0 24 79 11 0 114 373 10:45 AM 0 69 18 21 0 108 1 31 81 56 0 169 0 11 18 15 0 44 0 22 64 14 1 101 422 11:00 AM 0 58 14 20 2 94 0 21 69 46 3 139 0 7 15 8 1 31 0 31 91 9 0 131 395 11:15 AM 0 47 11 28 0 86 0 19 93 49 0 161 0 4 13 7 0 24 0 27 82 8 0 117 388 Total Volume 0 231 65 92 2 390 4 101 310 187 4 606 0 25 59 33 2 119 0 104 316 42 1 463 1578 % App. Total 0 59.2 16.7 23.6 0.5 0.7 16.7 51.2 30.9 0.7 0 21 49.6 27.7 1.7 0 22.5 68.3 9.1 0.2 PHF .000 .837 .739 .821 .250 .903 .333 .815 .833 .835 .333 .896 .000 .568 .819 .550 .500 .676 .000 .839 .868 .750 .250 .884 .935 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM 02:15 PM 0 50 16 28 1 95 0 18 74 56 2 150 0 5 18 10 1 34 0 27 72 8 1 108 387 02:30 PM 0 44 14 28 0 86 0 14 70 58 0 142 0 9 14 6 0 29 0 30 62 6 0 98 355 02:45 PM 0 41 15 16 0 72 1 17 70 56 1 145 0 3 13 3 1 20 0 48 102 7 0 157 394 03:00 PM 0 40 11 28 0 79 0 15 70 57 0 142 0 4 12 8 0 24 0 40 88 6 0 134 379 Total Volume 0 175 56 100 1 332 1 64 284 227 3 579 0 21 57 27 2 107 0 145 324 27 1 497 1515 % App. Total 0 52.7 16.9 30.1 0.3 0.2 11.1 49.1 39.2 0.5 0 19.6 53.3 25.2 1.9 0 29.2 65.2 5.4 0.2 PHF .000 .875 .875 .893 .250 .874 .250 .889 .959 .978 .375 .965 .000 .583 .792 .675 .500 .787 .000 .755 .794 .844 .250 .791 .961 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C18 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 1 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 1 0 0 1 3 12:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 4 12:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 Total 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 4 0 0 4 10 01:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 2 0 0 2 5 01:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 4 01:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 01:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3 Total 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 0 0 6 0 0 6 15 02:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 02:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 02:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 4 Total 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 4 0 0 4 9 03:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 03:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 4 03:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 1 0 0 1 3 Total 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 4 0 0 4 11 04:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 1 0 0 1 3 04:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 4 0 0 4 6 04:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 4 0 0 4 5 04:45 AM 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 0 0 6 0 0 6 19 Total 0 0 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 0 0 15 0 0 15 33 05:00 AM 0 0 0 0 0 0 0 0 9 1 0 10 0 0 0 0 0 0 0 0 5 0 0 5 15 05:15 AM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 8 0 0 8 15 05:30 AM 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 0 0 17 0 0 17 29 05:45 AM 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 0 0 15 0 0 15 29 Total 0 0 0 0 0 0 0 0 42 1 0 43 0 0 0 0 0 0 0 0 45 0 0 45 88 06:00 AM 0 0 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 0 0 0 20 0 0 20 45 06:15 AM 0 0 0 1 0 1 0 0 38 0 0 38 0 0 0 0 0 0 0 0 29 0 0 29 68 06:30 AM 0 0 0 0 0 0 0 0 39 0 0 39 0 0 0 0 0 0 0 0 36 0 0 36 75 06:45 AM 0 0 0 1 0 1 0 0 68 2 0 70 0 0 0 0 0 0 0 0 44 0 0 44 115 Total 0 0 0 2 0 2 0 0 170 2 0 172 0 0 0 0 0 0 0 0 129 0 0 129 303 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C19 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 2 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 2 0 2 0 0 80 1 0 81 0 0 0 0 0 0 0 0 91 0 0 91 174 07:15 AM 0 0 0 2 0 2 0 0 108 4 0 112 0 0 0 0 0 0 0 0 107 0 0 107 221 07:30 AM 0 0 0 1 0 1 0 0 127 4 0 131 0 0 0 0 0 0 0 0 116 0 0 116 248 07:45 AM 0 0 0 4 0 4 0 0 144 1 0 145 0 0 0 0 0 0 0 0 128 0 0 128 277 Total 0 0 0 9 0 9 0 0 459 10 0 469 0 0 0 0 0 0 0 0 442 0 0 442 920 08:00 AM 0 0 0 2 1 3 0 0 178 4 0 182 0 0 0 0 0 0 0 0 117 0 0 117 302 08:15 AM 0 0 0 0 2 2 0 0 142 6 1 149 0 0 0 0 1 1 0 0 125 0 0 125 277 08:30 AM 0 0 0 6 0 6 0 0 134 5 0 139 0 0 0 0 0 0 0 0 120 0 0 120 265 08:45 AM 0 0 0 5 0 5 0 0 123 7 0 130 0 0 0 0 0 0 0 0 130 0 0 130 265 Total 0 0 0 13 3 16 0 0 577 22 1 600 0 0 0 0 1 1 0 0 492 0 0 492 1109 09:00 AM 0 0 0 1 0 1 0 0 148 4 0 152 0 0 0 0 0 0 0 0 97 0 0 97 250 09:15 AM 0 0 0 3 1 4 0 0 98 6 0 104 0 0 0 0 0 0 0 0 151 0 0 151 259 09:30 AM 0 0 0 8 1 9 0 0 86 7 0 93 0 0 0 0 0 0 0 0 103 0 0 103 205 09:45 AM 0 0 0 3 0 3 0 0 88 5 0 93 0 0 0 0 0 0 0 0 105 0 0 105 201 Total 0 0 0 15 2 17 0 0 420 22 0 442 0 0 0 0 0 0 0 0 456 0 0 456 915 10:00 AM 0 0 0 4 0 4 0 0 75 7 0 82 0 0 0 0 0 0 0 0 72 0 0 72 158 10:15 AM 0 0 0 2 0 2 0 0 72 1 0 73 0 0 0 0 0 0 0 0 93 0 0 93 168 10:30 AM 0 0 0 5 0 5 0 0 75 5 0 80 0 0 0 0 0 0 0 0 70 0 0 70 155 10:45 AM 0 0 0 1 0 1 0 0 95 6 0 101 0 0 0 0 0 0 0 0 90 0 0 90 192 Total 0 0 0 12 0 12 0 0 317 19 0 336 0 0 0 0 0 0 0 0 325 0 0 325 673 11:00 AM 0 0 0 1 0 1 0 0 84 4 0 88 0 0 0 0 0 0 0 0 106 0 0 106 195 11:15 AM 0 0 0 1 0 1 0 0 74 6 0 80 0 0 0 0 0 0 0 0 89 0 0 89 170 11:30 AM 0 0 0 3 0 3 0 0 91 4 0 95 0 0 0 0 0 0 0 0 115 0 0 115 213 11:45 AM 0 0 0 1 0 1 0 0 123 6 0 129 0 0 0 0 0 0 0 0 108 0 0 108 238 Total 0 0 0 6 0 6 0 0 372 20 0 392 0 0 0 0 0 0 0 0 418 0 0 418 816 12:00 PM 0 0 0 5 0 5 0 0 98 7 0 105 0 0 0 0 0 0 0 0 108 0 0 108 218 12:15 PM 0 0 0 1 0 1 0 0 86 5 0 91 0 0 0 0 0 0 0 0 99 0 1 100 192 12:30 PM 0 0 0 2 1 3 0 0 89 5 0 94 0 0 0 0 0 0 0 0 109 0 0 109 206 12:45 PM 0 0 0 7 0 7 0 0 111 8 0 119 0 0 0 0 0 0 0 0 86 0 0 86 212 Total 0 0 0 15 1 16 0 0 384 25 0 409 0 0 0 0 0 0 0 0 402 0 1 403 828 01:00 PM 0 0 0 6 0 6 0 0 81 4 0 85 0 0 0 0 0 0 0 0 127 0 0 127 218 01:15 PM 0 0 0 2 0 2 0 0 93 4 0 97 0 0 0 0 0 0 0 0 90 0 0 90 189 01:30 PM 0 0 0 3 0 3 0 0 79 10 0 89 0 0 0 0 0 0 0 0 95 0 0 95 187 01:45 PM 0 0 0 3 1 4 0 0 84 5 0 89 0 0 0 0 0 0 0 0 103 0 0 103 196 Total 0 0 0 14 1 15 0 0 337 23 0 360 0 0 0 0 0 0 0 0 415 0 0 415 790 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C20 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 3 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 0 1 0 1 0 0 82 6 0 88 0 0 0 0 0 0 0 0 109 0 0 109 198 02:15 PM 0 0 0 4 2 6 0 0 100 8 0 108 0 0 0 0 0 0 0 0 108 0 0 108 222 02:30 PM 0 0 0 1 0 1 0 0 90 1 0 91 0 0 0 0 0 0 0 0 91 0 0 91 183 02:45 PM 0 0 0 2 0 2 0 0 99 4 0 103 0 0 0 0 0 0 0 0 111 0 0 111 216 Total 0 0 0 8 2 10 0 0 371 19 0 390 0 0 0 0 0 0 0 0 419 0 0 419 819 03:00 PM 0 0 0 2 0 2 0 0 107 7 0 114 0 0 0 0 0 0 0 0 125 0 0 125 241 03:15 PM 0 0 0 2 0 2 0 0 126 6 0 132 0 0 0 0 0 0 0 0 167 0 0 167 301 03:30 PM 0 0 0 1 0 1 0 0 99 2 0 101 0 0 0 0 0 0 0 0 198 0 0 198 300 03:45 PM 0 0 0 3 0 3 0 0 156 6 0 162 0 0 0 0 0 0 0 0 203 0 0 203 368 Total 0 0 0 8 0 8 0 0 488 21 0 509 0 0 0 0 0 0 0 0 693 0 0 693 1210 04:00 PM 0 0 0 6 1 7 0 0 104 7 0 111 0 0 0 0 0 0 0 0 210 0 0 210 328 04:15 PM 0 0 0 2 1 3 0 0 118 3 0 121 0 0 0 0 0 0 0 0 222 0 0 222 346 04:30 PM 0 0 0 0 0 0 0 0 113 3 1 117 0 0 0 0 1 1 0 0 210 0 0 210 328 04:45 PM 0 0 0 3 1 4 0 0 111 4 0 115 0 0 0 0 0 0 0 0 280 0 1 281 400 Total 0 0 0 11 3 14 0 0 446 17 1 464 0 0 0 0 1 1 0 0 922 0 1 923 1402 05:00 PM 0 0 0 2 0 2 0 0 126 4 0 130 0 0 0 0 0 0 0 0 265 0 0 265 397 05:15 PM 0 0 0 1 0 1 0 0 116 6 0 122 0 0 0 0 0 0 0 0 250 0 1 251 374 05:30 PM 0 0 0 2 1 3 0 0 116 6 0 122 0 0 0 0 0 0 0 0 236 0 0 236 361 05:45 PM 0 0 0 1 0 1 0 0 127 4 0 131 0 0 0 0 0 0 0 0 208 0 0 208 340 Total 0 0 0 6 1 7 0 0 485 20 0 505 0 0 0 0 0 0 0 0 959 0 1 960 1472 06:00 PM 0 0 0 0 1 1 0 0 119 3 0 122 0 0 0 0 0 0 0 0 180 0 0 180 303 06:15 PM 0 0 0 4 0 4 0 0 102 4 0 106 0 0 0 0 0 0 0 0 126 0 0 126 236 06:30 PM 0 0 0 3 0 3 0 0 87 3 0 90 0 0 0 0 0 0 0 0 117 0 0 117 210 06:45 PM 0 0 0 1 0 1 0 0 80 0 0 80 0 0 0 0 0 0 0 0 87 0 0 87 168 Total 0 0 0 8 1 9 0 0 388 10 0 398 0 0 0 0 0 0 0 0 510 0 0 510 917 07:00 PM 0 0 0 4 0 4 0 0 84 2 0 86 0 0 0 0 0 0 0 0 73 0 0 73 163 07:15 PM 0 0 0 1 0 1 0 0 66 2 0 68 0 0 0 0 0 0 0 0 84 0 0 84 153 07:30 PM 0 0 0 1 0 1 0 0 82 2 0 84 0 0 0 0 0 0 0 0 43 0 0 43 128 07:45 PM 0 0 0 2 0 2 0 0 73 0 0 73 0 0 0 0 0 0 0 0 62 0 0 62 137 Total 0 0 0 8 0 8 0 0 305 6 0 311 0 0 0 0 0 0 0 0 262 0 0 262 581 08:00 PM 0 0 0 3 0 3 0 0 61 0 0 61 0 0 0 0 0 0 0 0 57 0 0 57 121 08:15 PM 0 0 0 1 0 1 0 0 52 1 0 53 0 0 0 0 0 0 0 0 44 0 0 44 98 08:30 PM 0 0 0 0 0 0 0 0 52 0 0 52 0 0 0 0 0 0 0 0 47 0 0 47 99 08:45 PM 0 0 0 0 0 0 0 0 59 2 0 61 0 0 0 0 0 0 0 0 39 0 0 39 100 Total 0 0 0 4 0 4 0 0 224 3 0 227 0 0 0 0 0 0 0 0 187 0 0 187 418 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C21 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 4 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 0 34 0 0 34 0 0 0 0 0 0 0 0 43 0 0 43 77 09:15 PM 0 0 0 0 0 0 0 0 21 1 0 22 0 0 0 0 0 0 0 0 33 0 0 33 55 09:30 PM 0 0 0 0 0 0 0 0 27 0 0 27 0 0 0 0 0 0 0 0 21 0 0 21 48 09:45 PM 0 0 0 1 0 1 0 0 17 0 0 17 0 0 0 0 0 0 0 0 23 0 0 23 41 Total 0 0 0 1 0 1 0 0 99 1 0 100 0 0 0 0 0 0 0 0 120 0 0 120 221 10:00 PM 0 0 0 1 0 1 0 0 20 0 0 20 0 0 0 0 0 0 0 0 16 0 0 16 37 10:15 PM 0 0 0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 0 0 0 14 0 0 14 35 10:30 PM 0 0 0 1 0 1 0 0 14 0 0 14 0 0 0 0 0 0 0 0 12 0 0 12 27 10:45 PM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 6 0 0 6 16 Total 0 0 0 2 0 2 0 0 65 0 0 65 0 0 0 0 0 0 0 0 48 0 0 48 115 11:00 PM 0 0 0 0 0 0 0 0 8 1 0 9 0 0 0 0 0 0 0 0 6 0 0 6 15 11:15 PM 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 6 0 0 6 14 11:30 PM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 4 0 0 4 10 11:45 PM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 3 0 0 3 10 Total 0 0 0 0 0 0 0 0 29 1 0 30 0 0 0 0 0 0 0 0 19 0 0 19 49 Grand Total 0 0 0 142 14 156 0 0 6023 242 2 6267 0 0 0 0 2 2 0 0 7296 0 3 7299 13724 Apprch %0 0 0 91 9 0 0 96.1 3.9 0 0 0 0 0 100 0 0 100 0 0 Total %0 0 0 1 0.1 1.1 0 0 43.9 1.8 0 45.7 0 0 0 0 0 0 0 0 53.2 0 0 53.2 Cars +0 0 0 135 14 149 0 0 5858 237 2 6097 0 0 0 0 2 2 0 0 7113 0 3 7116 13364 % Cars +0 0 0 95.1 100 95.5 0 0 97.3 97.9 100 97.3 0 0 0 0 100 100 0 0 97.5 0 100 97.5 97.4 Trucks 0 0 0 7 0 7 0 0 165 5 0 170 0 0 0 0 0 0 0 0 183 0 0 183 360 % Trucks 0 0 0 4.9 0 4.5 0 0 2.7 2.1 0 2.7 0 0 0 0 0 0 0 0 2.5 0 0 2.5 2.6 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C22 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 5 Vernon Avenue & Summit Avenue Edina, MN Summit Avenue V e r n o n A v e n u e V e r n o n A v e n u e Right 135 7 142 Thru 0 0 0 Left 0 0 0 UTrn 0 0 0 Peds 14 0 14 InOut Total237 149 386 5 7 12 242 398 156 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 2 3 7 5 2 4 2 T h r u 5 8 5 8 1 6 5 6 0 2 3 L e f t 0 0 0 U T r n 0 0 0 P e d s 2 0 2 O u t T o t a l I n 7 1 1 3 6 0 9 7 1 3 2 1 0 1 8 3 1 7 0 3 5 3 7 2 9 6 1 3 5 6 3 6 2 6 7 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left0 0 0 Thru0 0 0 Right0 0 0 Peds2 0 2 Out TotalIn 0 2 2 0 0 0 0 2 2 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 0 0 0 Th r u 71 1 3 18 3 72 9 6 Ri g h t 0 0 0 Pe d s 3 0 3 To t a l Ou t In 59 9 3 7 1 1 6 1 3 1 0 9 17 2 1 8 3 3 5 5 61 6 5 13 4 6 4 72 9 9 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/17/2018 12:00 AM1/17/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C23 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 6 Vernon Avenue & Summit Avenue Edina, MN Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 4 0 4 0 0 144 1 0 145 0 0 0 0 0 0 0 0 128 0 0 128 277 08:00 AM 0 0 0 2 1 3 0 0 178 4 0 182 0 0 0 0 0 0 0 0 117 0 0 117 302 08:15 AM 0 0 0 0 2 2 0 0 142 6 1 149 0 0 0 0 1 1 0 0 125 0 0 125 277 08:30 AM 0 0 0 6 0 6 0 0 134 5 0 139 0 0 0 0 0 0 0 0 120 0 0 120 265 Total Volume 0 0 0 12 3 15 0 0 598 16 1 615 0 0 0 0 1 1 0 0 490 0 0 490 1121 % App. Total 0 0 0 80 20 0 0 97.2 2.6 0.2 0 0 0 0 100 0 0 100 0 0 PHF .000 .000 .000 .500 .375 .625 .000 .000 .840 .667 .250 .845 .000 .000 .000 .000 .250 .250 .000 .000 .957 .000 .000 .957 .928 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 0 0 0 3 0 3 0 0 91 4 0 95 0 0 0 0 0 0 0 0 115 0 0 115 213 11:45 AM 0 0 0 1 0 1 0 0 123 6 0 129 0 0 0 0 0 0 0 0 108 0 0 108 238 12:00 PM 0 0 0 5 0 5 0 0 98 7 0 105 0 0 0 0 0 0 0 0 108 0 0 108 218 12:15 PM 0 0 0 1 0 1 0 0 86 5 0 91 0 0 0 0 0 0 0 0 99 0 1 100 192 Total Volume 0 0 0 10 0 10 0 0 398 22 0 420 0 0 0 0 0 0 0 0 430 0 1 431 861 % App. Total 0 0 0 100 0 0 0 94.8 5.2 0 0 0 0 0 0 0 0 99.8 0 0.2 PHF .000 .000 .000 .500 .000 .500 .000 .000 .809 .786 .000 .814 .000 .000 .000 .000 .000 .000 .000 .000 .935 .000 .250 .937 .904 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 3 1 4 0 0 111 4 0 115 0 0 0 0 0 0 0 0 280 0 1 281 400 05:00 PM 0 0 0 2 0 2 0 0 126 4 0 130 0 0 0 0 0 0 0 0 265 0 0 265 397 05:15 PM 0 0 0 1 0 1 0 0 116 6 0 122 0 0 0 0 0 0 0 0 250 0 1 251 374 05:30 PM 0 0 0 2 1 3 0 0 116 6 0 122 0 0 0 0 0 0 0 0 236 0 0 236 361 Total Volume 0 0 0 8 2 10 0 0 469 20 0 489 0 0 0 0 0 0 0 0 1031 0 2 1033 1532 % App. Total 0 0 0 80 20 0 0 95.9 4.1 0 0 0 0 0 0 0 0 99.8 0 0.2 PHF .000 .000 .000 .667 .500 .625 .000 .000 .931 .833 .000 .940 .000 .000 .000 .000 .000 .000 .000 .000 .921 .000 .500 .919 .958 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C24 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 1 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 2 0 0 2 5 12:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 1 0 0 1 5 12:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3 12:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3 Total 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 0 0 7 0 0 7 16 01:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 01:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 01:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 4 Total 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 0 0 1 0 0 1 12 02:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 1 0 0 1 3 02:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 1 0 0 1 7 03:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 3 03:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 4 0 0 4 6 03:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 1 1 0 0 4 0 0 4 12 04:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 04:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 5 0 0 5 7 04:30 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 3 0 0 3 7 04:45 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 6 0 0 6 11 Total 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 0 0 15 0 0 15 27 05:00 AM 0 0 0 1 0 1 0 0 5 0 0 5 0 0 0 0 0 0 0 0 6 0 0 6 12 05:15 AM 0 0 0 0 1 1 0 0 9 0 0 9 0 0 0 0 0 0 0 0 7 0 0 7 17 05:30 AM 0 0 0 0 0 0 0 0 16 0 0 16 0 0 0 0 0 0 0 0 6 0 0 6 22 05:45 AM 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 0 0 22 0 0 22 35 Total 0 0 0 1 1 2 0 0 43 0 0 43 0 0 0 0 0 0 0 0 41 0 0 41 86 06:00 AM 0 0 0 1 0 1 0 0 18 0 0 18 0 0 0 0 0 0 0 0 17 0 0 17 36 06:15 AM 0 0 0 1 0 1 0 0 28 0 0 28 0 0 0 0 0 0 0 0 33 0 0 33 62 06:30 AM 0 0 0 0 0 0 0 0 42 3 0 45 0 0 0 0 0 0 0 0 44 0 0 44 89 06:45 AM 0 0 0 0 0 0 0 0 65 0 0 65 0 0 0 0 0 0 0 0 48 0 0 48 113 Total 0 0 0 2 0 2 0 0 153 3 0 156 0 0 0 0 0 0 0 0 142 0 0 142 300 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C25 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 2 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 72 3 0 75 0 0 0 0 0 0 0 0 79 0 0 79 154 07:15 AM 0 0 0 2 0 2 0 0 101 2 0 103 0 0 0 0 0 0 0 0 105 0 1 106 211 07:30 AM 0 0 0 0 0 0 0 0 132 5 0 137 0 0 0 0 0 0 0 0 114 0 0 114 251 07:45 AM 0 0 0 2 0 2 0 0 152 2 0 154 0 0 0 0 0 0 0 0 117 0 0 117 273 Total 0 0 0 4 0 4 0 0 457 12 0 469 0 0 0 0 0 0 0 0 415 0 1 416 889 08:00 AM 0 0 0 3 2 5 0 0 165 2 0 167 0 0 0 0 0 0 0 0 112 0 1 113 285 08:15 AM 0 0 0 5 0 5 0 0 106 3 0 109 0 0 0 0 0 0 0 0 123 0 0 123 237 08:30 AM 0 0 0 3 0 3 0 0 102 10 0 112 0 0 0 0 0 0 0 0 121 0 0 121 236 08:45 AM 0 0 0 1 0 1 0 0 126 3 0 129 0 0 0 0 0 0 0 0 99 0 0 99 229 Total 0 0 0 12 2 14 0 0 499 18 0 517 0 0 0 0 0 0 0 0 455 0 1 456 987 09:00 AM 0 0 0 2 2 4 0 0 130 7 0 137 0 0 0 0 0 0 0 0 101 0 0 101 242 09:15 AM 0 0 0 5 1 6 0 0 94 6 0 100 0 0 0 0 0 0 0 0 143 0 0 143 249 09:30 AM 0 0 0 3 1 4 0 0 90 2 0 92 0 0 0 0 0 0 0 0 118 0 0 118 214 09:45 AM 0 0 0 1 0 1 0 0 77 5 0 82 0 0 0 0 0 0 0 0 95 0 0 95 178 Total 0 0 0 11 4 15 0 0 391 20 0 411 0 0 0 0 0 0 0 0 457 0 0 457 883 10:00 AM 0 0 0 2 0 2 0 0 75 10 0 85 0 0 0 0 0 0 0 0 89 0 0 89 176 10:15 AM 0 0 0 4 0 4 0 0 81 2 0 83 0 0 0 0 0 0 0 0 94 0 0 94 181 10:30 AM 0 0 0 1 0 1 0 0 78 5 0 83 0 0 0 0 0 0 0 0 104 0 0 104 188 10:45 AM 0 0 0 2 0 2 0 0 86 6 0 92 0 0 0 0 0 0 0 0 100 0 0 100 194 Total 0 0 0 9 0 9 0 0 320 23 0 343 0 0 0 0 0 0 0 0 387 0 0 387 739 11:00 AM 0 0 0 1 1 2 0 0 79 7 0 86 0 0 0 0 0 0 0 0 108 0 0 108 196 11:15 AM 0 0 0 3 0 3 0 0 87 6 0 93 0 0 0 0 0 0 0 0 105 0 0 105 201 11:30 AM 0 0 0 6 0 6 0 0 82 8 0 90 0 0 0 0 0 0 0 0 109 0 0 109 205 11:45 AM 0 0 0 4 3 7 0 0 104 7 0 111 0 0 0 0 0 0 0 0 111 0 0 111 229 Total 0 0 0 14 4 18 0 0 352 28 0 380 0 0 0 0 0 0 0 0 433 0 0 433 831 12:00 PM 0 0 0 4 1 5 0 0 101 3 0 104 0 0 0 0 0 0 0 0 116 0 0 116 225 12:15 PM 0 0 0 1 0 1 0 0 91 6 0 97 0 0 0 0 0 0 0 0 113 0 0 113 211 12:30 PM 0 0 0 2 0 2 0 0 96 5 0 101 0 0 0 0 0 0 0 0 110 0 0 110 213 12:45 PM 0 0 0 4 0 4 0 0 109 8 0 117 0 0 0 0 0 0 0 0 104 0 0 104 225 Total 0 0 0 11 1 12 0 0 397 22 0 419 0 0 0 0 0 0 0 0 443 0 0 443 874 01:00 PM 0 0 0 3 1 4 0 0 97 5 0 102 0 0 0 0 0 0 0 0 87 0 0 87 193 01:15 PM 0 0 0 3 2 5 0 0 94 10 0 104 0 0 0 0 0 0 0 0 106 0 0 106 215 01:30 PM 0 0 0 4 0 4 0 0 86 6 0 92 0 0 0 0 0 0 0 0 107 0 0 107 203 01:45 PM 0 0 0 7 0 7 0 0 103 8 0 111 0 0 0 0 0 0 0 0 104 0 0 104 222 Total 0 0 0 17 3 20 0 0 380 29 0 409 0 0 0 0 0 0 0 0 404 0 0 404 833 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C26 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 3 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 0 3 0 3 0 0 91 6 0 97 0 0 0 0 0 0 0 0 108 0 0 108 208 02:15 PM 0 0 0 4 2 6 0 0 92 6 0 98 0 0 0 0 0 0 0 0 116 0 0 116 220 02:30 PM 0 0 0 7 0 7 0 0 98 8 0 106 0 0 0 0 0 0 0 0 127 0 0 127 240 02:45 PM 0 0 0 1 2 3 0 0 96 3 0 99 0 0 0 0 0 0 0 0 127 0 0 127 229 Total 0 0 0 15 4 19 0 0 377 23 0 400 0 0 0 0 0 0 0 0 478 0 0 478 897 03:00 PM 0 0 0 6 1 7 0 0 117 8 0 125 0 0 0 0 0 0 0 0 128 0 0 128 260 03:15 PM 0 0 0 6 2 8 0 0 109 4 0 113 0 0 0 0 0 0 0 0 166 0 0 166 287 03:30 PM 0 0 0 4 0 4 0 0 118 6 0 124 0 0 0 0 0 0 0 0 169 0 0 169 297 03:45 PM 0 0 0 4 0 4 0 0 132 2 0 134 0 0 0 0 0 0 0 0 179 0 0 179 317 Total 0 0 0 20 3 23 0 0 476 20 0 496 0 0 0 0 0 0 0 0 642 0 0 642 1161 04:00 PM 0 0 0 2 1 3 0 0 91 4 0 95 0 0 0 0 0 0 0 0 209 0 0 209 307 04:15 PM 0 0 0 1 0 1 0 0 124 5 0 129 0 0 0 0 1 1 0 0 226 0 0 226 357 04:30 PM 0 0 0 0 0 0 0 0 119 7 0 126 0 0 0 0 0 0 0 0 215 0 0 215 341 04:45 PM 0 0 0 2 1 3 0 0 109 5 0 114 0 0 0 0 0 0 0 0 272 0 0 272 389 Total 0 0 0 5 2 7 0 0 443 21 0 464 0 0 0 0 1 1 0 0 922 0 0 922 1394 05:00 PM 0 0 0 3 1 4 0 0 122 2 0 124 0 0 0 0 0 0 0 0 255 0 0 255 383 05:15 PM 0 0 0 4 1 5 0 0 130 2 0 132 0 0 0 0 0 0 0 0 226 0 0 226 363 05:30 PM 0 0 0 3 0 3 0 0 116 2 0 118 0 0 0 0 0 0 0 0 237 0 0 237 358 05:45 PM 0 0 0 2 0 2 0 0 126 5 0 131 0 0 0 0 0 0 0 0 211 0 0 211 344 Total 0 0 0 12 2 14 0 0 494 11 0 505 0 0 0 0 0 0 0 0 929 0 0 929 1448 06:00 PM 0 0 0 2 1 3 0 0 122 3 0 125 0 0 0 0 0 0 0 0 141 0 0 141 269 06:15 PM 0 0 0 1 0 1 0 0 85 3 0 88 0 0 0 0 0 0 0 0 133 0 0 133 222 06:30 PM 0 0 0 2 0 2 0 0 97 4 0 101 0 0 0 0 0 0 0 0 91 0 0 91 194 06:45 PM 0 0 0 2 0 2 0 0 62 3 0 65 0 0 0 0 0 0 0 0 74 0 0 74 141 Total 0 0 0 7 1 8 0 0 366 13 0 379 0 0 0 0 0 0 0 0 439 0 0 439 826 07:00 PM 0 0 0 3 1 4 0 0 70 2 0 72 0 0 0 0 0 0 0 0 81 0 0 81 157 07:15 PM 0 0 0 2 0 2 0 0 65 4 0 69 0 0 0 0 0 0 0 0 69 0 0 69 140 07:30 PM 0 0 0 1 0 1 0 0 63 3 0 66 0 0 0 0 0 0 0 0 61 0 0 61 128 07:45 PM 0 0 0 3 0 3 0 0 50 2 0 52 0 0 0 0 0 0 0 0 36 0 0 36 91 Total 0 0 0 9 1 10 0 0 248 11 0 259 0 0 0 0 0 0 0 0 247 0 0 247 516 08:00 PM 0 0 0 1 0 1 0 0 65 0 0 65 0 0 0 0 0 0 0 0 58 0 0 58 124 08:15 PM 0 0 0 2 0 2 0 0 41 0 0 41 0 0 0 0 0 0 0 0 43 0 0 43 86 08:30 PM 0 0 0 0 0 0 0 0 42 0 0 42 0 0 0 0 0 0 0 0 34 0 0 34 76 08:45 PM 0 0 0 0 1 1 0 0 41 0 0 41 0 0 0 0 0 0 0 0 45 0 0 45 87 Total 0 0 0 3 1 4 0 0 189 0 0 189 0 0 0 0 0 0 0 0 180 0 0 180 373 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C27 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 4 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 0 37 0 0 37 0 0 0 0 0 0 0 0 41 0 0 41 78 09:15 PM 0 0 0 1 0 1 0 0 49 0 0 49 0 0 0 0 0 0 0 0 29 0 0 29 79 09:30 PM 0 0 0 0 0 0 0 0 45 0 0 45 0 0 0 0 0 0 0 0 26 0 0 26 71 09:45 PM 0 0 0 0 0 0 0 0 28 0 0 28 0 0 0 0 0 0 0 0 23 0 0 23 51 Total 0 0 0 1 0 1 0 0 159 0 0 159 0 0 0 0 0 0 0 0 119 0 0 119 279 10:00 PM 0 0 0 0 0 0 0 0 21 1 0 22 0 0 0 0 0 0 0 0 19 0 0 19 41 10:15 PM 0 0 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 0 0 13 0 0 13 31 10:30 PM 0 0 0 1 0 1 0 0 14 0 0 14 0 0 0 0 0 0 0 0 6 0 0 6 21 10:45 PM 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 4 0 0 4 12 Total 0 0 0 1 0 1 0 0 61 1 0 62 0 0 0 0 0 0 0 0 42 0 0 42 105 11:00 PM 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 0 0 7 0 0 7 19 11:15 PM 0 0 0 1 0 1 0 0 6 0 0 6 0 0 0 0 0 0 0 0 4 0 0 4 11 11:30 PM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 4 0 0 4 9 11:45 PM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 1 0 0 1 8 Total 0 0 0 1 0 1 0 0 30 0 0 30 0 0 0 0 0 0 0 0 16 0 0 16 47 Grand Total 0 0 0 155 29 184 0 0 5880 255 0 6135 0 0 0 0 2 2 0 0 7219 0 2 7221 13542 Apprch %0 0 0 84.2 15.8 0 0 95.8 4.2 0 0 0 0 0 100 0 0 100 0 0 Total %0 0 0 1.1 0.2 1.4 0 0 43.4 1.9 0 45.3 0 0 0 0 0 0 0 0 53.3 0 0 53.3 Cars +0 0 0 147 26 173 0 0 5700 248 0 5948 0 0 0 0 0 0 0 0 7021 0 1 7022 13143 % Cars +0 0 0 94.8 89.7 94 0 0 96.9 97.3 0 97 0 0 0 0 0 0 0 0 97.3 0 50 97.2 97.1 Trucks 0 0 0 8 3 11 0 0 180 7 0 187 0 0 0 0 2 2 0 0 198 0 1 199 399 % Trucks 0 0 0 5.2 10.3 6 0 0 3.1 2.7 0 3 0 0 0 0 100 100 0 0 2.7 0 50 2.8 2.9 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C28 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 5 Vernon Avenue & Summit Avenue Edina, MN Summit Avenue V e r n o n A v e n u e V e r n o n A v e n u e Right 147 8 155 Thru 0 0 0 Left 0 0 0 UTrn 0 0 0 Peds 26 3 29 InOut Total248 173 421 7 11 18 255 439 184 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 2 4 8 7 2 5 5 T h r u 5 7 0 0 1 8 0 5 8 8 0 L e f t 0 0 0 U T r n 0 0 0 P e d s 0 0 0 O u t T o t a l I n 7 0 2 1 5 9 4 8 1 2 9 6 9 1 9 8 1 8 7 3 8 5 7 2 1 9 1 3 3 5 4 6 1 3 5 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left0 0 0 Thru0 0 0 Right0 0 0 Peds0 2 2 Out TotalIn 0 0 0 0 2 2 0 2 2 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 0 0 0 Th r u 70 2 1 19 8 72 1 9 Ri g h t 0 0 0 Pe d s 1 1 2 To t a l Ou t In 58 4 7 7 0 2 2 1 2 8 6 9 18 8 1 9 9 3 8 7 60 3 5 13 2 5 6 72 2 1 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/18/2018 12:00 AM1/18/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C29 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 6 Vernon Avenue & Summit Avenue Edina, MN Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 0 0 0 132 5 0 137 0 0 0 0 0 0 0 0 114 0 0 114 251 07:45 AM 0 0 0 2 0 2 0 0 152 2 0 154 0 0 0 0 0 0 0 0 117 0 0 117 273 08:00 AM 0 0 0 3 2 5 0 0 165 2 0 167 0 0 0 0 0 0 0 0 112 0 1 113 285 08:15 AM 0 0 0 5 0 5 0 0 106 3 0 109 0 0 0 0 0 0 0 0 123 0 0 123 237 Total Volume 0 0 0 10 2 12 0 0 555 12 0 567 0 0 0 0 0 0 0 0 466 0 1 467 1046 % App. Total 0 0 0 83.3 16.7 0 0 97.9 2.1 0 0 0 0 0 0 0 0 99.8 0 0.2 PHF .000 .000 .000 .500 .250 .600 .000 .000 .841 .600 .000 .849 .000 .000 .000 .000 .000 .000 .000 .000 .947 .000 .250 .949 .918 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 AM 11:45 AM 0 0 0 4 3 7 0 0 104 7 0 111 0 0 0 0 0 0 0 0 111 0 0 111 229 12:00 PM 0 0 0 4 1 5 0 0 101 3 0 104 0 0 0 0 0 0 0 0 116 0 0 116 225 12:15 PM 0 0 0 1 0 1 0 0 91 6 0 97 0 0 0 0 0 0 0 0 113 0 0 113 211 12:30 PM 0 0 0 2 0 2 0 0 96 5 0 101 0 0 0 0 0 0 0 0 110 0 0 110 213 Total Volume 0 0 0 11 4 15 0 0 392 21 0 413 0 0 0 0 0 0 0 0 450 0 0 450 878 % App. Total 0 0 0 73.3 26.7 0 0 94.9 5.1 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .688 .333 .536 .000 .000 .942 .750 .000 .930 .000 .000 .000 .000 .000 .000 .000 .000 .970 .000 .000 .970 .959 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 2 1 3 0 0 109 5 0 114 0 0 0 0 0 0 0 0 272 0 0 272 389 05:00 PM 0 0 0 3 1 4 0 0 122 2 0 124 0 0 0 0 0 0 0 0 255 0 0 255 383 05:15 PM 0 0 0 4 1 5 0 0 130 2 0 132 0 0 0 0 0 0 0 0 226 0 0 226 363 05:30 PM 0 0 0 3 0 3 0 0 116 2 0 118 0 0 0 0 0 0 0 0 237 0 0 237 358 Total Volume 0 0 0 12 3 15 0 0 477 11 0 488 0 0 0 0 0 0 0 0 990 0 0 990 1493 % App. Total 0 0 0 80 20 0 0 97.7 2.3 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .750 .750 .750 .000 .000 .917 .550 .000 .924 .000 .000 .000 .000 .000 .000 .000 .000 .910 .000 .000 .910 .960 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C30 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 1 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 7 0 0 7 14 12:15 AM 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 0 0 2 0 0 2 11 12:30 AM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 8 0 0 8 18 12:45 AM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 4 0 0 4 14 Total 0 0 0 0 0 0 0 0 36 0 0 36 0 0 0 0 0 0 0 0 21 0 0 21 57 01:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 7 0 0 7 10 01:15 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 4 0 0 4 10 01:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 4 01:45 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 2 0 0 2 7 Total 0 0 0 0 0 0 0 0 16 0 0 16 0 0 0 0 0 0 0 0 15 0 0 15 31 02:00 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 02:15 AM 0 0 0 0 1 1 0 0 3 0 0 3 0 0 0 0 0 0 0 0 2 0 0 2 6 02:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 2 0 0 2 5 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3 Total 0 0 0 0 1 1 0 0 11 0 0 11 0 0 0 0 0 0 0 0 7 0 0 7 19 03:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 4 03:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3 Total 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 4 0 0 4 12 04:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 4 0 0 4 5 04:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 4 04:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 04:45 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 1 0 0 1 6 Total 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 0 0 7 0 0 7 18 05:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 2 0 0 2 5 05:15 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 5 0 0 5 11 05:30 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 9 0 0 9 14 05:45 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 4 0 0 4 10 Total 0 0 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 0 0 0 20 0 0 20 40 06:00 AM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 9 0 0 9 16 06:15 AM 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 6 0 0 6 14 06:30 AM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 16 0 0 16 26 06:45 AM 0 0 0 1 0 1 0 0 12 0 0 12 0 0 0 0 0 0 0 0 15 0 0 15 28 Total 0 0 0 1 0 1 0 0 37 0 0 37 0 0 0 0 0 0 0 0 46 0 0 46 84 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C31 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 2 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 2 0 2 0 0 13 0 0 13 0 0 0 0 0 0 0 0 20 0 0 20 35 07:15 AM 0 0 0 1 0 1 0 0 23 0 0 23 0 0 0 0 0 0 0 0 25 0 1 26 50 07:30 AM 0 0 0 0 0 0 0 0 24 1 0 25 0 0 0 0 0 0 0 0 42 0 0 42 67 07:45 AM 0 0 0 1 0 1 0 0 29 1 0 30 0 0 0 0 0 0 0 0 38 0 0 38 69 Total 0 0 0 4 0 4 0 0 89 2 0 91 0 0 0 0 0 0 0 0 125 0 1 126 221 08:00 AM 0 0 0 1 0 1 0 0 36 4 0 40 0 0 0 0 0 0 0 0 43 0 0 43 84 08:15 AM 0 0 0 0 1 1 0 0 39 8 0 47 0 0 0 0 0 0 0 0 48 0 0 48 96 08:30 AM 0 0 0 7 0 7 0 0 58 2 0 60 0 0 0 0 0 0 0 0 78 0 0 78 145 08:45 AM 0 0 0 6 1 7 0 0 68 6 0 74 0 0 0 0 0 0 0 0 73 0 0 73 154 Total 0 0 0 14 2 16 0 0 201 20 0 221 0 0 0 0 0 0 0 0 242 0 0 242 479 09:00 AM 0 0 0 0 0 0 0 0 81 1 0 82 0 0 0 0 0 0 0 0 72 0 1 73 155 09:15 AM 0 0 0 6 0 6 0 0 70 4 0 74 0 0 0 0 0 0 0 0 72 0 0 72 152 09:30 AM 0 0 0 0 0 0 0 0 60 3 0 63 0 0 0 0 0 0 0 0 94 0 1 95 158 09:45 AM 0 0 0 1 0 1 0 0 92 5 0 97 0 0 0 0 0 0 0 0 83 0 0 83 181 Total 0 0 0 7 0 7 0 0 303 13 0 316 0 0 0 0 0 0 0 0 321 0 2 323 646 10:00 AM 0 0 0 2 0 2 0 0 86 6 0 92 0 0 0 0 0 0 0 0 124 0 0 124 218 10:15 AM 0 0 0 3 0 3 0 0 88 6 0 94 0 0 0 0 0 0 0 0 97 0 1 98 195 10:30 AM 0 0 0 3 0 3 0 0 89 3 0 92 0 0 0 0 0 0 0 0 112 0 0 112 207 10:45 AM 0 0 0 1 0 1 0 0 106 6 0 112 0 0 0 0 0 0 0 0 100 0 2 102 215 Total 0 0 0 9 0 9 0 0 369 21 0 390 0 0 0 0 0 0 0 0 433 0 3 436 835 11:00 AM 0 0 0 1 2 3 0 0 93 6 0 99 0 0 0 0 0 0 0 0 133 0 0 133 235 11:15 AM 0 0 0 3 0 3 0 0 117 3 0 120 0 0 0 0 0 0 0 0 115 0 0 115 238 11:30 AM 0 0 0 6 1 7 0 0 87 8 0 95 0 0 0 0 0 0 0 0 130 0 0 130 232 11:45 AM 0 0 0 2 2 4 0 0 78 3 0 81 0 0 0 0 0 0 0 0 117 0 0 117 202 Total 0 0 0 12 5 17 0 0 375 20 0 395 0 0 0 0 0 0 0 0 495 0 0 495 907 12:00 PM 0 0 0 6 3 9 0 0 101 3 0 104 0 0 0 0 0 0 0 0 139 0 0 139 252 12:15 PM 0 0 0 2 0 2 0 0 98 6 0 104 0 0 0 0 0 0 0 0 130 0 1 131 237 12:30 PM 0 0 0 4 0 4 0 0 82 5 0 87 0 0 0 0 0 0 0 0 103 0 0 103 194 12:45 PM 0 0 0 3 0 3 0 0 99 7 0 106 0 0 0 0 0 0 0 0 136 0 2 138 247 Total 0 0 0 15 3 18 0 0 380 21 0 401 0 0 0 0 0 0 0 0 508 0 3 511 930 01:00 PM 0 0 0 1 0 1 0 0 100 1 0 101 0 0 0 0 0 0 0 0 118 0 1 119 221 01:15 PM 0 0 0 2 1 3 0 0 95 5 0 100 0 0 0 0 0 0 0 0 124 0 2 126 229 01:30 PM 0 0 0 3 1 4 0 0 96 5 0 101 0 0 0 0 0 0 0 0 122 0 1 123 228 01:45 PM 0 0 0 5 0 5 0 0 96 4 0 100 0 0 0 0 0 0 0 0 122 0 2 124 229 Total 0 0 0 11 2 13 0 0 387 15 0 402 0 0 0 0 0 0 0 0 486 0 6 492 907 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C32 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 3 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 0 7 0 7 0 0 84 5 0 89 0 0 0 0 0 0 0 0 115 0 0 115 211 02:15 PM 0 0 0 4 0 4 0 0 103 5 0 108 0 0 0 0 0 0 0 0 111 0 4 115 227 02:30 PM 0 0 0 4 1 5 0 0 108 2 0 110 0 0 0 0 0 0 0 0 97 0 0 97 212 02:45 PM 0 0 0 2 0 2 0 0 86 3 0 89 0 0 0 0 0 0 0 0 161 0 0 161 252 Total 0 0 0 17 1 18 0 0 381 15 0 396 0 0 0 0 0 0 0 0 484 0 4 488 902 03:00 PM 0 0 0 3 0 3 0 0 98 3 0 101 0 0 0 0 0 0 0 0 134 0 0 134 238 03:15 PM 0 0 0 4 2 6 0 0 94 6 0 100 0 0 0 0 0 0 0 0 98 0 0 98 204 03:30 PM 0 0 0 4 0 4 0 0 96 2 0 98 0 0 0 0 0 0 0 0 92 0 0 92 194 03:45 PM 0 0 0 6 0 6 0 0 102 4 0 106 0 0 0 0 0 0 0 0 104 0 0 104 216 Total 0 0 0 17 2 19 0 0 390 15 0 405 0 0 0 0 0 0 0 0 428 0 0 428 852 04:00 PM 0 0 0 3 0 3 0 0 90 2 0 92 0 0 0 0 0 0 0 0 117 0 0 117 212 04:15 PM 0 0 0 1 1 2 0 0 94 8 0 102 0 0 0 0 0 0 0 0 110 0 1 111 215 04:30 PM 0 0 0 1 0 1 0 0 90 1 0 91 0 0 0 0 0 0 0 0 96 0 0 96 188 04:45 PM 0 0 0 2 0 2 0 0 81 3 0 84 0 0 0 0 0 0 0 0 122 0 0 122 208 Total 0 0 0 7 1 8 0 0 355 14 0 369 0 0 0 0 0 0 0 0 445 0 1 446 823 05:00 PM 0 0 0 5 0 5 0 0 87 3 0 90 0 0 0 0 0 0 0 0 92 0 0 92 187 05:15 PM 0 0 0 4 0 4 0 0 85 1 0 86 0 0 0 0 0 0 0 0 98 0 0 98 188 05:30 PM 0 0 0 2 0 2 0 0 62 1 0 63 0 0 0 0 0 0 0 0 75 0 0 75 140 05:45 PM 0 0 0 0 0 0 0 0 66 0 0 66 0 0 0 0 0 0 0 0 92 0 0 92 158 Total 0 0 0 11 0 11 0 0 300 5 0 305 0 0 0 0 0 0 0 0 357 0 0 357 673 06:00 PM 0 0 0 0 1 1 0 0 75 1 0 76 0 0 0 0 0 0 0 0 71 0 0 71 148 06:15 PM 0 0 0 1 0 1 0 0 52 0 0 52 0 0 0 0 0 0 0 0 79 0 0 79 132 06:30 PM 0 0 0 0 0 0 0 0 73 1 0 74 0 0 0 0 0 0 0 0 77 0 0 77 151 06:45 PM 0 0 0 1 0 1 0 0 58 0 0 58 0 0 0 0 0 0 0 0 62 0 0 62 121 Total 0 0 0 2 1 3 0 0 258 2 0 260 0 0 0 0 0 0 0 0 289 0 0 289 552 07:00 PM 0 0 0 0 0 0 0 0 62 0 0 62 0 0 0 0 0 0 0 0 55 0 0 55 117 07:15 PM 0 0 0 0 0 0 0 0 56 0 0 56 0 0 0 0 0 0 0 0 419 0 0 419 475 07:30 PM 0 0 0 1 0 1 0 0 48 1 0 49 0 0 0 0 0 0 0 0 48 0 0 48 98 07:45 PM 0 0 0 0 0 0 0 0 43 1 0 44 0 0 0 0 0 0 0 0 37 0 0 37 81 Total 0 0 0 1 0 1 0 0 209 2 0 211 0 0 0 0 0 0 0 0 559 0 0 559 771 08:00 PM 0 0 0 0 0 0 0 0 43 0 0 43 0 0 0 0 0 0 0 0 43 0 0 43 86 08:15 PM 0 0 0 0 0 0 0 0 37 0 0 37 0 0 0 0 0 0 0 0 37 0 0 37 74 08:30 PM 0 0 0 1 0 1 0 0 35 0 0 35 0 0 0 0 0 0 0 0 28 0 0 28 64 08:45 PM 0 0 0 0 0 0 0 0 23 0 0 23 0 0 0 0 0 0 0 0 19 0 0 19 42 Total 0 0 0 1 0 1 0 0 138 0 0 138 0 0 0 0 0 0 0 0 127 0 0 127 266 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C33 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 4 Vernon Avenue & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 0 41 0 0 41 0 0 0 0 0 0 0 0 26 0 0 26 67 09:15 PM 0 0 0 0 0 0 0 0 37 0 0 37 0 0 0 0 0 0 0 0 43 0 0 43 80 09:30 PM 0 0 0 0 0 0 0 0 42 2 0 44 0 0 0 0 0 0 0 0 15 0 0 15 59 09:45 PM 0 0 0 0 0 0 0 0 36 1 0 37 0 0 0 0 0 0 0 0 33 0 0 33 70 Total 0 0 0 0 0 0 0 0 156 3 0 159 0 0 0 0 0 0 0 0 117 0 0 117 276 10:00 PM 0 0 0 0 0 0 0 0 40 0 0 40 0 0 0 0 0 0 0 0 42 0 0 42 82 10:15 PM 0 0 0 0 0 0 0 0 39 1 0 40 0 0 0 0 0 0 0 0 19 0 0 19 59 10:30 PM 0 0 0 0 0 0 0 0 44 1 0 45 0 0 0 0 0 0 0 0 32 0 0 32 77 10:45 PM 0 0 0 1 0 1 0 0 27 0 0 27 0 0 0 0 0 0 0 0 20 0 0 20 48 Total 0 0 0 1 0 1 0 0 150 2 0 152 0 0 0 0 0 0 0 0 113 0 0 113 266 11:00 PM 0 0 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 0 0 0 21 0 0 21 41 11:15 PM 0 0 0 0 0 0 0 0 32 0 0 32 0 0 0 0 0 0 0 0 12 0 0 12 44 11:30 PM 0 0 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 0 0 15 0 0 15 33 11:45 PM 0 0 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 0 0 13 0 0 13 31 Total 0 0 0 0 0 0 0 0 88 0 0 88 0 0 0 0 0 0 0 0 61 0 0 61 149 Grand Total 0 0 0 130 18 148 0 0 4668 170 0 4838 0 0 0 0 0 0 0 0 5710 0 20 5730 10716 Apprch %0 0 0 87.8 12.2 0 0 96.5 3.5 0 0 0 0 0 0 0 0 99.7 0 0.3 Total %0 0 0 1.2 0.2 1.4 0 0 43.6 1.6 0 45.1 0 0 0 0 0 0 0 0 53.3 0 0.2 53.5 Cars +0 0 0 130 18 148 0 0 4617 169 0 4786 0 0 0 0 0 0 0 0 5652 0 20 5672 10606 % Cars +0 0 0 100 100 100 0 0 98.9 99.4 0 98.9 0 0 0 0 0 0 0 0 99 0 100 99 99 Trucks 0 0 0 0 0 0 0 0 51 1 0 52 0 0 0 0 0 0 0 0 58 0 0 58 110 % Trucks 0 0 0 0 0 0 0 0 1.1 0.6 0 1.1 0 0 0 0 0 0 0 0 1 0 0 1 1 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C34 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 5 Vernon Avenue & Summit Avenue Edina, MN Summit Avenue V e r n o n A v e n u e V e r n o n A v e n u e Right 130 0 130 Thru 0 0 0 Left 0 0 0 UTrn 0 0 0 Peds 18 0 18 InOut Total169 148 317 1 0 1 170 318 148 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 1 6 9 1 1 7 0 T h r u 4 6 1 7 5 1 4 6 6 8 L e f t 0 0 0 U T r n 0 0 0 P e d s 0 0 0 O u t T o t a l I n 5 6 5 2 4 7 8 6 1 0 4 3 8 5 8 5 2 1 1 0 5 7 1 0 1 0 5 4 8 4 8 3 8 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left0 0 0 Thru0 0 0 Right0 0 0 Peds0 0 0 Out TotalIn 0 0 0 0 0 0 0 0 0 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 0 0 0 Th r u 56 5 2 58 57 1 0 Ri g h t 0 0 0 Pe d s 20 0 20 To t a l Ou t In 47 4 7 5 6 7 2 1 0 4 1 9 51 5 8 1 0 9 47 9 8 10 5 2 8 57 3 0 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/27/2018 12:00 AM1/27/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C35 Spack Consulting File Name : 2 - Vernon Ave & Summit Ave, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 6 Vernon Avenue & Summit Avenue Edina, MN Summit Avenue From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 09:00 AM 09:00 AM 0 0 0 0 0 0 0 0 81 1 0 82 0 0 0 0 0 0 0 0 72 0 1 73 155 09:15 AM 0 0 0 6 0 6 0 0 70 4 0 74 0 0 0 0 0 0 0 0 72 0 0 72 152 09:30 AM 0 0 0 0 0 0 0 0 60 3 0 63 0 0 0 0 0 0 0 0 94 0 1 95 158 09:45 AM 0 0 0 1 0 1 0 0 92 5 0 97 0 0 0 0 0 0 0 0 83 0 0 83 181 Total Volume 0 0 0 7 0 7 0 0 303 13 0 316 0 0 0 0 0 0 0 0 321 0 2 323 646 % App. Total 0 0 0 100 0 0 0 95.9 4.1 0 0 0 0 0 0 0 0 99.4 0 0.6 PHF .000 .000 .000 .292 .000 .292 .000 .000 .823 .650 .000 .814 .000 .000 .000 .000 .000 .000 .000 .000 .854 .000 .500 .850 .892 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 0 0 6 3 9 0 0 101 3 0 104 0 0 0 0 0 0 0 0 139 0 0 139 252 12:15 PM 0 0 0 2 0 2 0 0 98 6 0 104 0 0 0 0 0 0 0 0 130 0 1 131 237 12:30 PM 0 0 0 4 0 4 0 0 82 5 0 87 0 0 0 0 0 0 0 0 103 0 0 103 194 12:45 PM 0 0 0 3 0 3 0 0 99 7 0 106 0 0 0 0 0 0 0 0 136 0 2 138 247 Total Volume 0 0 0 15 3 18 0 0 380 21 0 401 0 0 0 0 0 0 0 0 508 0 3 511 930 % App. Total 0 0 0 83.3 16.7 0 0 94.8 5.2 0 0 0 0 0 0 0 0 99.4 0 0.6 PHF .000 .000 .000 .625 .250 .500 .000 .000 .941 .750 .000 .946 .000 .000 .000 .000 .000 .000 .000 .000 .914 .000 .375 .919 .923 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM 02:15 PM 0 0 0 4 0 4 0 0 103 5 0 108 0 0 0 0 0 0 0 0 111 0 4 115 227 02:30 PM 0 0 0 4 1 5 0 0 108 2 0 110 0 0 0 0 0 0 0 0 97 0 0 97 212 02:45 PM 0 0 0 2 0 2 0 0 86 3 0 89 0 0 0 0 0 0 0 0 161 0 0 161 252 03:00 PM 0 0 0 3 0 3 0 0 98 3 0 101 0 0 0 0 0 0 0 0 134 0 0 134 238 Total Volume 0 0 0 13 1 14 0 0 395 13 0 408 0 0 0 0 0 0 0 0 503 0 4 507 929 % App. Total 0 0 0 92.9 7.1 0 0 96.8 3.2 0 0 0 0 0 0 0 0 99.2 0 0.8 PHF .000 .000 .000 .813 .250 .700 .000 .000 .914 .650 .000 .927 .000 .000 .000 .000 .000 .000 .000 .000 .781 .000 .250 .787 .922 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C36 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 1 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1 2 06:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 2 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 0 2 0 0 0 0 0 0 3 Total 0 0 0 0 0 0 0 2 0 0 0 2 0 2 0 0 0 2 0 1 0 0 1 2 6 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C37 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 2 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 2 1 5 6 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 0 1 1 5 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 2 0 1 0 3 7 07:45 AM 0 0 1 0 0 1 0 1 0 0 0 1 0 1 0 0 0 1 0 1 0 1 0 2 5 Total 0 0 1 0 0 1 0 1 0 0 0 1 0 10 0 0 0 10 0 5 0 4 2 11 23 08:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 4 0 0 1 5 0 1 0 1 1 3 9 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 0 6 0 1 0 0 1 2 8 08:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 3 2 0 0 5 0 2 0 5 0 7 13 08:45 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 4 3 0 0 7 0 3 0 1 0 4 15 Total 0 0 6 0 0 6 0 0 0 0 0 0 0 15 7 0 1 23 0 7 0 7 2 16 45 09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 4 0 4 0 1 0 5 9 09:15 AM 0 0 1 1 0 2 0 1 0 1 0 2 0 4 2 0 1 7 0 3 0 1 0 4 15 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 1 6 0 4 0 7 0 11 17 09:45 AM 0 0 1 0 0 1 0 0 0 1 0 1 0 2 3 0 0 5 0 0 0 2 0 2 9 Total 0 0 2 1 0 3 0 1 0 2 0 3 0 14 6 0 2 22 0 11 0 11 0 22 50 10:00 AM 0 0 1 0 0 1 0 2 0 0 0 2 0 5 2 0 0 7 0 3 0 2 0 5 15 10:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 6 0 1 1 8 10 10:30 AM 0 0 3 0 0 3 0 1 0 0 0 1 0 4 1 0 0 5 0 2 0 1 0 3 12 10:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 4 2 0 0 6 0 2 1 0 1 4 11 Total 0 0 5 0 0 5 0 4 0 0 0 4 0 13 6 0 0 19 0 13 1 4 2 20 48 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 4 0 1 0 1 0 2 6 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 0 0 6 0 3 0 1 1 5 11 11:30 AM 0 0 0 0 0 0 0 1 0 1 0 2 0 4 0 0 0 4 0 4 0 2 0 6 12 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4 0 0 6 0 2 1 1 0 4 10 Total 0 0 0 0 0 0 0 1 0 1 0 2 0 14 6 0 0 20 0 10 1 5 1 17 39 12:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 3 3 0 0 6 0 3 0 3 0 6 13 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 5 0 2 0 1 0 3 8 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 5 0 2 0 2 0 4 9 12:45 PM 0 0 3 0 0 3 0 0 0 0 0 0 0 6 2 0 0 8 0 1 0 4 0 5 16 Total 0 0 3 0 0 3 0 1 0 0 0 1 0 17 7 0 0 24 0 8 0 10 0 18 46 01:00 PM 0 0 2 0 0 2 0 0 0 0 0 0 0 2 2 0 0 4 0 1 0 4 0 5 11 01:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 2 2 0 0 4 0 4 0 1 0 5 10 01:30 PM 0 0 1 0 0 1 0 0 0 1 0 1 0 5 5 0 0 10 0 2 0 2 0 4 16 01:45 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 5 0 0 1 6 0 1 0 2 0 3 10 Total 0 0 4 0 0 4 0 1 0 1 0 2 0 14 9 0 1 24 0 8 0 9 0 17 47 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C38 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 3 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 1 5 0 0 6 0 4 1 1 0 6 13 02:15 PM 0 0 2 0 0 2 0 0 0 0 0 0 0 4 4 0 2 10 0 2 0 1 0 3 15 02:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1 0 3 0 0 0 3 5 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 0 0 4 0 3 0 2 0 5 9 Total 0 0 3 0 0 3 0 1 0 0 0 1 0 7 12 0 2 21 0 12 1 4 0 17 42 03:00 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 4 3 0 0 7 0 3 0 2 0 5 13 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 0 6 0 1 0 2 0 3 9 03:30 PM 0 0 2 1 0 3 0 0 1 0 0 1 0 2 0 0 0 2 0 4 0 0 0 4 10 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 0 6 0 3 0 3 0 6 12 Total 0 0 3 1 0 4 0 0 1 0 0 1 0 14 7 0 0 21 0 11 0 7 0 18 44 04:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 5 1 0 0 6 0 2 0 6 0 8 15 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 1 4 0 2 0 3 0 5 9 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 1 4 0 1 0 0 0 1 5 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 0 0 4 0 2 0 3 0 5 9 Total 0 0 0 0 0 0 0 1 0 0 0 1 0 9 7 0 2 18 0 7 0 12 0 19 38 05:00 PM 0 0 2 0 0 2 0 0 1 0 0 1 0 3 1 0 0 4 0 3 0 0 0 3 10 05:15 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 3 3 0 0 6 0 3 0 1 0 4 11 05:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 2 3 1 1 7 0 1 0 2 0 3 11 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 4 0 3 0 1 0 4 8 Total 0 0 2 1 0 3 0 1 1 0 0 2 0 11 8 1 1 21 0 10 0 4 0 14 40 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 0 3 0 0 0 3 6 06:15 PM 0 0 1 0 0 1 0 1 0 0 0 1 0 3 1 0 0 4 0 1 0 2 0 3 9 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 2 0 3 1 6 9 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 1 5 5 Total 0 0 1 0 0 1 0 1 0 0 0 1 0 7 3 0 0 10 0 9 0 6 2 17 29 07:00 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 1 1 0 0 2 0 1 0 1 0 2 7 07:15 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 2 0 0 0 2 0 2 0 1 0 3 6 07:30 PM 0 0 0 2 0 2 0 0 0 0 0 0 0 1 1 0 0 2 0 1 0 1 0 2 6 07:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 1 3 Total 0 0 0 3 0 3 0 5 0 0 0 5 0 4 2 0 0 6 0 5 0 3 0 8 22 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 2 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 2 0 2 5 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C39 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 4 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 Total 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 2 4 10:00 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 Grand Total 0 0 33 6 0 39 0 20 2 4 0 26 0 155 81 1 9 246 0 121 3 88 10 222 533 Apprch %0 0 84.6 15.4 0 0 76.9 7.7 15.4 0 0 63 32.9 0.4 3.7 0 54.5 1.4 39.6 4.5 Total %0 0 6.2 1.1 0 7.3 0 3.8 0.4 0.8 0 4.9 0 29.1 15.2 0.2 1.7 46.2 0 22.7 0.6 16.5 1.9 41.7 Cars +0 0 29 6 0 35 0 20 2 4 0 26 0 152 79 1 9 241 0 121 3 86 9 219 521 % Cars +0 0 87.9 100 0 89.7 0 100 100 100 0 100 0 98.1 97.5 100 100 98 0 100 100 97.7 90 98.6 97.7 Trucks 0 0 4 0 0 4 0 0 0 0 0 0 0 3 2 0 0 5 0 0 0 2 1 3 12 % Trucks 0 0 12.1 0 0 10.3 0 0 0 0 0 0 0 1.9 2.5 0 0 2 0 0 0 2.3 10 1.4 2.3 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C40 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 5 Summit Avenue & Site Access Edina, MN Summit Avenue A c c e s s S i t e A c c e s s Summit Avenue Right 6 0 6 Thru 29 4 33 Left 0 0 0 UTrn 0 0 0 Peds 0 0 0 InOut Total204 35 239 2 4 6 206 245 39 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 4 0 4 T h r u 2 0 2 L e f t 2 0 0 2 0 U T r n 0 0 0 P e d s 0 0 0 O u t T o t a l I n 4 2 6 3 0 0 0 0 4 3 0 2 6 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left152 3 155 Thru79 2 81 Right1 0 1 Peds9 0 9 Out TotalIn 135 241 376 6 5 11 141 387 246 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 12 1 0 12 1 Th r u 3 0 3 Ri g h t 86 2 88 Pe d s 9 1 10 To t a l Ou t In 16 0 2 1 9 3 7 9 3 3 6 16 3 38 5 22 2 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/17/2018 12:00 AM1/17/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C41 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-17-18 Site Code : 2 Start Date : 1/17/2018 Page No : 6 Summit Avenue & Site Access Edina, MN Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:45 AM 08:45 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 4 3 0 0 7 0 3 0 1 0 4 15 09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 4 0 4 0 1 0 5 9 09:15 AM 0 0 1 1 0 2 0 1 0 1 0 2 0 4 2 0 1 7 0 3 0 1 0 4 15 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 1 6 0 4 0 7 0 11 17 Total Volume 0 0 5 1 0 6 0 1 0 1 0 2 0 16 6 0 2 24 0 14 0 10 0 24 56 % App. Total 0 0 83.3 16.7 0 0 50 0 50 0 0 66.7 25 0 8.3 0 58.3 0 41.7 0 PHF .000 .000 .313 .250 .000 .375 .000 .250 .000 .250 .000 .250 .000 .800 .500 .000 .500 .857 .000 .875 .000 .357 .000 .545 .824 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:45 PM 12:45 PM 0 0 3 0 0 3 0 0 0 0 0 0 0 6 2 0 0 8 0 1 0 4 0 5 16 01:00 PM 0 0 2 0 0 2 0 0 0 0 0 0 0 2 2 0 0 4 0 1 0 4 0 5 11 01:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 2 2 0 0 4 0 4 0 1 0 5 10 01:30 PM 0 0 1 0 0 1 0 0 0 1 0 1 0 5 5 0 0 10 0 2 0 2 0 4 16 Total Volume 0 0 6 0 0 6 0 1 0 1 0 2 0 15 11 0 0 26 0 8 0 11 0 19 53 % App. Total 0 0 100 0 0 0 50 0 50 0 0 57.7 42.3 0 0 0 42.1 0 57.9 0 PHF .000 .000 .500 .000 .000 .500 .000 .250 .000 .250 .000 .500 .000 .625 .550 .000 .000 .650 .000 .500 .000 .688 .000 .950 .828 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 0 6 0 1 0 2 0 3 9 03:30 PM 0 0 2 1 0 3 0 0 1 0 0 1 0 2 0 0 0 2 0 4 0 0 0 4 10 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 0 6 0 3 0 3 0 6 12 04:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 5 1 0 0 6 0 2 0 6 0 8 15 Total Volume 0 0 2 1 0 3 0 1 1 0 0 2 0 15 5 0 0 20 0 10 0 11 0 21 46 % App. Total 0 0 66.7 33.3 0 0 50 50 0 0 0 75 25 0 0 0 47.6 0 52.4 0 PHF .000 .000 .250 .250 .000 .250 .000 .250 .250 .000 .000 .500 .000 .750 .625 .000 .000 .833 .000 .625 .000 .458 .000 .656 .767 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C42 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 1 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 2 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 2 06:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 06:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 0 3 06:45 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 3 Total 0 0 1 1 0 2 0 1 0 0 0 1 0 3 0 0 0 3 0 3 0 0 0 3 9 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C43 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 2 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 3 0 1 0 0 0 1 4 07:15 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 1 1 5 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 5 0 1 0 0 1 2 7 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 1 0 2 0 3 5 Total 0 0 2 0 0 2 0 0 0 0 0 0 0 8 4 0 0 12 0 3 0 2 2 7 21 08:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 1 1 0 1 3 0 2 0 2 1 5 9 08:15 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 2 1 0 0 3 0 2 0 1 0 3 10 08:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 5 5 0 0 10 0 0 0 2 1 3 14 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 5 0 1 0 6 9 Total 0 0 5 0 0 5 0 1 0 0 0 1 0 11 7 0 1 19 0 9 0 6 2 17 42 09:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 5 2 0 1 8 0 4 1 1 1 7 16 09:15 AM 0 0 1 0 0 1 0 1 0 0 0 1 0 5 1 0 1 7 0 1 0 3 0 4 13 09:30 AM 0 0 1 0 0 1 0 1 0 0 0 1 0 2 0 0 1 3 0 3 0 1 0 4 9 09:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 4 1 0 0 5 0 6 0 0 0 6 12 Total 0 0 4 0 0 4 0 2 0 0 0 2 0 16 4 0 3 23 0 14 1 5 1 21 50 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 7 3 0 0 10 0 2 0 2 0 4 14 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 2 0 4 0 6 8 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 5 0 2 0 1 0 3 8 10:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 4 1 0 0 5 0 4 0 2 0 6 12 Total 0 0 0 0 0 0 0 0 1 0 0 1 0 17 5 0 0 22 0 10 0 9 0 19 42 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 1 9 0 2 0 1 2 5 14 11:15 AM 0 0 1 1 0 2 0 0 0 0 0 0 0 2 4 0 0 6 0 3 0 2 1 6 14 11:30 AM 0 0 1 0 0 1 0 2 0 0 0 2 0 4 4 0 0 8 0 3 0 3 0 6 17 11:45 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 4 3 0 2 9 0 0 0 2 0 2 13 Total 0 0 4 1 0 5 0 2 0 0 0 2 0 14 15 0 3 32 0 8 0 8 3 19 58 12:00 PM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 3 0 1 4 0 3 0 1 2 6 13 12:15 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 1 5 0 0 6 0 2 0 1 0 3 10 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 0 0 5 0 3 0 1 1 5 10 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 2 0 0 7 0 4 0 4 0 8 15 Total 0 0 3 1 0 4 0 0 0 0 0 0 0 9 12 0 1 22 0 12 0 7 3 22 48 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 1 6 0 1 1 3 1 6 12 01:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 6 3 0 2 11 0 3 0 2 1 6 18 01:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 3 2 0 0 5 0 0 0 4 0 4 10 01:45 PM 0 0 2 0 0 2 0 0 0 0 0 0 0 7 1 0 0 8 0 3 0 5 0 8 18 Total 0 0 2 0 0 2 0 1 0 1 0 2 0 20 7 0 3 30 0 7 1 14 2 24 58 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C44 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 3 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 6 0 2 0 3 0 5 11 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 2 8 0 1 0 5 0 6 14 02:30 PM 0 0 2 0 0 2 0 0 0 0 0 0 0 2 5 1 0 8 0 2 0 4 0 6 16 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 2 5 0 2 0 1 1 4 9 Total 0 0 2 0 0 2 0 0 0 0 0 0 0 10 12 1 4 27 0 7 0 13 1 21 50 03:00 PM 0 0 2 0 0 2 0 0 0 0 0 0 0 2 4 0 1 7 0 3 0 5 0 8 17 03:15 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 3 1 0 2 6 0 1 0 4 1 6 13 03:30 PM 0 0 1 0 0 1 0 1 0 0 0 1 0 4 2 0 0 6 0 3 0 2 0 5 13 03:45 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 1 1 0 0 2 0 2 0 4 0 6 9 Total 0 0 4 1 0 5 0 1 0 0 0 1 0 10 8 0 3 21 0 9 0 15 1 25 52 04:00 PM 0 0 1 0 0 1 0 1 0 0 0 1 0 2 2 0 1 5 0 4 0 0 0 4 11 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 0 0 5 0 1 0 1 0 2 7 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 3 0 1 8 0 2 0 0 1 3 11 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 0 1 5 0 0 0 2 0 2 7 Total 0 0 1 0 0 1 0 1 0 0 0 1 0 10 10 0 3 23 0 7 0 3 1 11 36 05:00 PM 0 0 0 0 1 1 0 0 0 0 0 0 0 2 1 0 0 3 0 2 0 3 0 5 9 05:15 PM 0 0 0 0 1 1 0 0 0 0 0 0 0 2 0 0 0 2 0 1 0 4 0 5 8 05:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 2 0 3 0 2 0 5 8 05:45 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 3 2 0 0 5 0 0 0 2 0 2 8 Total 0 0 0 1 2 3 0 1 0 0 0 1 0 8 4 0 0 12 0 6 0 11 0 17 33 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 3 0 5 0 2 0 7 10 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 2 0 1 0 3 6 06:30 PM 0 0 1 0 0 1 0 1 1 0 0 2 0 3 1 0 0 4 0 3 0 0 0 3 10 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 0 1 0 2 0 3 6 Total 0 0 1 0 0 1 0 1 1 0 0 2 0 6 7 0 0 13 0 11 0 5 0 16 32 07:00 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 1 1 0 1 3 0 5 0 0 0 5 11 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 4 0 2 0 2 0 4 8 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 1 0 1 0 2 5 07:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 1 1 0 0 2 0 0 0 1 0 1 5 Total 0 0 0 0 0 0 0 5 0 0 0 5 0 7 4 0 1 12 0 8 0 4 0 12 29 08:00 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 0 0 1 2 Total 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 2 0 4 6 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C45 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 4 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 Grand Total 0 0 33 5 2 40 0 16 2 1 0 19 0 149 100 1 23 273 0 119 2 105 16 242 574 Apprch %0 0 82.5 12.5 5 0 84.2 10.5 5.3 0 0 54.6 36.6 0.4 8.4 0 49.2 0.8 43.4 6.6 Total %0 0 5.7 0.9 0.3 7 0 2.8 0.3 0.2 0 3.3 0 26 17.4 0.2 4 47.6 0 20.7 0.3 18.3 2.8 42.2 Cars +0 0 27 5 2 34 0 16 2 1 0 19 0 147 96 1 23 267 0 119 2 103 15 239 559 % Cars +0 0 81.8 100 100 85 0 100 100 100 0 100 0 98.7 96 100 100 97.8 0 100 100 98.1 93.8 98.8 97.4 Trucks 0 0 6 0 0 6 0 0 0 0 0 0 0 2 4 0 0 6 0 0 0 2 1 3 15 % Trucks 0 0 18.2 0 0 15 0 0 0 0 0 0 0 1.3 4 0 0 2.2 0 0 0 1.9 6.2 1.2 2.6 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C46 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 5 Summit Avenue & Site Access Edina, MN Summit Avenue A c c e s s S i t e A c c e s s Summit Avenue Right 5 0 5 Thru 27 6 33 Left 0 0 0 UTrn 0 0 0 Peds 2 0 2 InOut Total216 34 250 4 6 10 220 260 40 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 1 0 1 T h r u 2 0 2 L e f t 1 6 0 1 6 U T r n 0 0 0 P e d s 0 0 0 O u t T o t a l I n 3 1 9 2 2 0 0 0 3 2 2 1 9 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left147 2 149 Thru96 4 100 Right1 0 1 Peds23 0 23 Out TotalIn 146 267 413 8 6 14 154 427 273 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 11 9 0 11 9 Th r u 2 0 2 Ri g h t 10 3 2 10 5 Pe d s 15 1 16 To t a l Ou t In 15 4 2 3 9 3 9 3 2 3 5 15 6 39 8 24 2 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/18/2018 12:00 AM1/18/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C47 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-18-18 Site Code : 2 Start Date : 1/18/2018 Page No : 6 Summit Avenue & Site Access Edina, MN Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:30 AM 08:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 5 5 0 0 10 0 0 0 2 1 3 14 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 5 0 1 0 6 9 09:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 5 2 0 1 8 0 4 1 1 1 7 16 09:15 AM 0 0 1 0 0 1 0 1 0 0 0 1 0 5 1 0 1 7 0 1 0 3 0 4 13 Total Volume 0 0 2 0 0 2 0 2 0 0 0 2 0 18 8 0 2 28 0 10 1 7 2 20 52 % App. Total 0 0 100 0 0 0 100 0 0 0 0 64.3 28.6 0 7.1 0 50 5 35 10 PHF .000 .000 .500 .000 .000 .500 .000 .500 .000 .000 .000 .500 .000 .900 .400 .000 .500 .700 .000 .500 .250 .583 .500 .714 .813 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:00 AM 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 1 9 0 2 0 1 2 5 14 11:15 AM 0 0 1 1 0 2 0 0 0 0 0 0 0 2 4 0 0 6 0 3 0 2 1 6 14 11:30 AM 0 0 1 0 0 1 0 2 0 0 0 2 0 4 4 0 0 8 0 3 0 3 0 6 17 11:45 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 4 3 0 2 9 0 0 0 2 0 2 13 Total Volume 0 0 4 1 0 5 0 2 0 0 0 2 0 14 15 0 3 32 0 8 0 8 3 19 58 % App. Total 0 0 80 20 0 0 100 0 0 0 0 43.8 46.9 0 9.4 0 42.1 0 42.1 15.8 PHF .000 .000 .500 .250 .000 .625 .000 .250 .000 .000 .000 .250 .000 .875 .938 .000 .375 .889 .000 .667 .000 .667 .375 .792 .853 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 2 8 0 1 0 5 0 6 14 02:30 PM 0 0 2 0 0 2 0 0 0 0 0 0 0 2 5 1 0 8 0 2 0 4 0 6 16 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 2 5 0 2 0 1 1 4 9 03:00 PM 0 0 2 0 0 2 0 0 0 0 0 0 0 2 4 0 1 7 0 3 0 5 0 8 17 Total Volume 0 0 4 0 0 4 0 0 0 0 0 0 0 9 13 1 5 28 0 8 0 15 1 24 56 % App. Total 0 0 100 0 0 0 0 0 0 0 0 32.1 46.4 3.6 17.9 0 33.3 0 62.5 4.2 PHF .000 .000 .500 .000 .000 .500 .000 .000 .000 .000 .000 .000 .000 .750 .650 .250 .625 .875 .000 .667 .000 .750 .250 .750 .824 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C48 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 1 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 2 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 3 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 06:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C49 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 2 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 3 0 0 0 3 0 1 1 0 0 2 0 0 0 1 0 1 6 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 5 0 1 0 6 10 08:15 AM 0 0 0 0 0 0 0 0 2 1 0 3 0 6 2 0 1 9 0 1 0 0 0 1 13 08:30 AM 0 0 0 0 1 1 0 2 0 0 0 2 0 0 2 0 0 2 0 3 0 5 0 8 13 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 0 2 3 Total 0 0 0 0 1 1 0 2 2 1 0 5 0 11 4 0 1 16 0 11 0 6 0 17 39 09:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 4 2 0 1 7 0 2 0 5 1 8 16 09:15 AM 0 0 1 0 0 1 0 3 0 1 0 4 0 1 2 0 0 3 0 2 0 2 0 4 12 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 3 0 2 0 0 0 2 5 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 0 0 5 0 3 0 1 0 4 9 Total 0 0 1 0 0 1 0 4 0 1 0 5 0 10 7 0 1 18 0 9 0 8 1 18 42 10:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 3 3 0 0 6 0 5 0 2 1 8 15 10:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 5 1 0 1 7 0 3 0 2 0 5 13 10:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 1 3 0 5 0 2 1 8 12 10:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 3 3 0 0 6 0 3 0 0 1 4 11 Total 0 0 2 0 0 2 0 2 0 0 0 2 0 13 7 0 2 22 0 16 0 6 3 25 51 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 0 2 8 0 3 0 1 0 4 12 11:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 3 0 0 1 4 0 6 0 2 0 8 13 11:30 AM 0 0 0 0 0 0 0 1 0 2 0 3 0 3 3 0 1 7 0 2 0 5 1 8 18 11:45 AM 0 0 0 0 2 2 0 0 0 0 0 0 0 2 1 0 1 4 0 3 0 2 0 5 11 Total 0 0 1 0 2 3 0 1 0 2 0 3 0 13 5 0 5 23 0 14 0 10 1 25 54 12:00 PM 0 0 2 0 0 2 0 1 0 0 0 1 0 3 0 0 0 3 0 2 1 3 0 6 12 12:15 PM 0 0 0 1 0 1 0 1 1 0 0 2 0 3 2 0 0 5 0 3 0 1 0 4 12 12:30 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 2 3 0 0 5 0 1 0 2 0 3 10 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5 0 0 7 0 4 0 3 1 8 15 Total 0 0 2 1 0 3 0 4 1 0 0 5 0 10 10 0 0 20 0 10 1 9 1 21 49 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 1 0 4 5 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 5 0 2 0 2 1 5 10 01:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 4 1 0 0 5 0 5 0 2 0 7 13 01:45 PM 0 0 2 0 0 2 0 0 0 0 0 0 0 2 2 0 0 4 0 4 0 3 0 7 13 Total 0 0 2 0 0 2 0 1 0 0 0 1 0 10 5 0 0 15 0 14 0 8 1 23 41 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C50 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 3 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 4 1 0 0 5 0 3 0 5 0 8 14 02:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 3 2 0 0 5 0 3 0 3 0 6 12 02:30 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 1 1 0 0 2 0 4 0 3 0 7 10 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 2 0 2 0 4 7 Total 0 0 1 0 0 1 0 2 0 0 0 2 0 11 4 0 0 15 0 12 0 13 0 25 43 03:00 PM 0 0 1 0 0 1 0 1 0 0 0 1 0 1 2 0 0 3 0 5 0 1 0 6 11 03:15 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 3 3 0 0 6 0 1 0 3 0 4 11 03:30 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 1 1 0 0 2 0 1 0 2 0 3 6 03:45 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 3 0 0 0 3 0 4 0 5 0 9 13 Total 0 0 4 0 0 4 0 1 0 0 0 1 0 8 6 0 0 14 0 11 0 11 0 22 41 04:00 PM 0 0 1 0 0 1 0 0 0 1 0 1 0 1 1 0 0 2 0 3 0 2 0 5 9 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4 0 1 8 0 3 1 1 0 5 13 04:30 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 1 0 3 5 04:45 PM 0 0 1 0 0 1 0 0 0 1 0 1 0 1 2 0 0 3 0 2 0 1 0 3 8 Total 0 0 2 1 0 3 0 0 0 2 0 2 0 6 7 0 1 14 0 10 1 5 0 16 35 05:00 PM 0 0 2 1 0 3 0 0 0 0 0 0 0 1 2 0 0 3 0 2 0 3 0 5 11 05:15 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 3 0 4 6 05:30 PM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 1 4 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 5 1 0 6 0 0 0 0 0 0 0 2 3 0 0 5 0 4 0 6 0 10 21 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 06:15 PM 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 06:45 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 2 1 0 3 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 5 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1 2 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 2 0 0 0 2 4 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C51 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 4 Summit Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 Total 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 26 4 3 33 0 20 3 6 0 29 0 96 67 0 14 177 0 113 2 83 8 206 445 Apprch %0 0 78.8 12.1 9.1 0 69 10.3 20.7 0 0 54.2 37.9 0 7.9 0 54.9 1 40.3 3.9 Total %0 0 5.8 0.9 0.7 7.4 0 4.5 0.7 1.3 0 6.5 0 21.6 15.1 0 3.1 39.8 0 25.4 0.4 18.7 1.8 46.3 Cars +0 0 26 3 3 32 0 20 3 6 0 29 0 96 66 0 14 176 0 113 2 83 8 206 443 % Cars +0 0 100 75 100 97 0 100 100 100 0 100 0 100 98.5 0 100 99.4 0 100 100 100 100 100 99.6 Trucks 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 % Trucks 0 0 0 25 0 3 0 0 0 0 0 0 0 0 1.5 0 0 0.6 0 0 0 0 0 0 0.4 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C52 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 5 Summit Avenue & Site Access Edina, MN Summit Avenue A c c e s s S i t e A c c e s s Summit Avenue Right 3 1 4 Thru 26 0 26 Left 0 0 0 UTrn 0 0 0 Peds 3 0 3 InOut Total185 32 217 1 1 2 186 219 33 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 6 0 6 T h r u 3 0 3 L e f t 2 0 0 2 0 U T r n 0 0 0 P e d s 0 0 0 O u t T o t a l I n 2 2 9 3 1 0 0 0 2 3 1 2 9 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left96 0 96 Thru66 1 67 Right0 0 0 Peds14 0 14 Out TotalIn 129 176 305 0 1 1 129 306 177 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 11 3 0 11 3 Th r u 2 0 2 Ri g h t 83 0 83 Pe d s 8 0 8 To t a l Ou t In 10 2 2 0 6 3 0 8 1 0 1 10 3 30 9 20 6 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/27/2018 12:00 AM1/27/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C53 Spack Consulting File Name : 2b - Summit Ave & Site Access, 1-27-18 Site Code : 2 Start Date : 1/27/2018 Page No : 6 Summit Avenue & Site Access Edina, MN Summit Avenue From North Site Access From East Summit Avenue From South Access From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 0 0 0 0 0 0 0 0 2 1 0 3 0 6 2 0 1 9 0 1 0 0 0 1 13 08:30 AM 0 0 0 0 1 1 0 2 0 0 0 2 0 0 2 0 0 2 0 3 0 5 0 8 13 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 0 2 3 09:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 4 2 0 1 7 0 2 0 5 1 8 16 Total Volume 0 0 0 0 1 1 0 3 2 1 0 6 0 11 6 0 2 19 0 8 0 10 1 19 45 % App. Total 0 0 0 0 100 0 50 33.3 16.7 0 0 57.9 31.6 0 10.5 0 42.1 0 52.6 5.3 PHF .000 .000 .000 .000 .250 .250 .000 .375 .250 .250 .000 .500 .000 .458 .750 .000 .500 .528 .000 .667 .000 .500 .250 .594 .703 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 10:45 AM 10:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 3 3 0 0 6 0 3 0 0 1 4 11 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 0 2 8 0 3 0 1 0 4 12 11:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 3 0 0 1 4 0 6 0 2 0 8 13 11:30 AM 0 0 0 0 0 0 0 1 0 2 0 3 0 3 3 0 1 7 0 2 0 5 1 8 18 Total Volume 0 0 2 0 0 2 0 1 0 2 0 3 0 14 7 0 4 25 0 14 0 8 2 24 54 % App. Total 0 0 100 0 0 0 33.3 0 66.7 0 0 56 28 0 16 0 58.3 0 33.3 8.3 PHF .000 .000 .500 .000 .000 .500 .000 .250 .000 .250 .000 .250 .000 .700 .583 .000 .500 .781 .000 .583 .000 .400 .500 .750 .750 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM 02:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 4 1 0 0 5 0 3 0 5 0 8 14 02:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 3 2 0 0 5 0 3 0 3 0 6 12 02:30 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 1 1 0 0 2 0 4 0 3 0 7 10 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 2 0 2 0 4 7 Total Volume 0 0 1 0 0 1 0 2 0 0 0 2 0 11 4 0 0 15 0 12 0 13 0 25 43 % App. Total 0 0 100 0 0 0 100 0 0 0 0 73.3 26.7 0 0 0 48 0 52 0 PHF .000 .000 .250 .000 .000 .250 .000 .500 .000 .000 .000 .500 .000 .688 .500 .000 .000 .750 .000 .750 .000 .650 .000 .781 .768 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C54 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-24-18 Site Code : 2 Start Date : 1/24/2018 Page No : 1 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 1 0 0 1 3 12:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 2 0 0 2 6 12:30 AM 0 2 0 0 0 2 0 0 2 4 0 6 0 0 0 0 0 0 0 1 1 0 0 2 10 12:45 AM 0 0 0 0 0 0 0 0 2 2 0 4 0 0 0 0 0 0 0 0 1 0 0 1 5 Total 0 2 0 0 0 2 0 0 9 7 0 16 0 0 0 0 0 0 0 1 5 0 0 6 24 01:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 01:15 AM 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 2 4 01:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 01:45 AM 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 2 0 0 0 2 0 0 2 3 0 5 0 0 0 0 0 0 0 0 3 0 0 3 10 02:00 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 02:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 02:30 AM 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 3 02:45 AM 0 1 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 3 0 0 0 3 0 0 1 3 0 4 0 0 0 0 0 0 0 0 2 0 0 2 9 03:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 3 0 0 3 5 03:15 AM 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 3 03:30 AM 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03:45 AM 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 3 Total 0 2 0 0 0 2 0 0 4 3 0 7 0 0 0 0 0 0 0 0 5 0 0 5 14 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 04:15 AM 0 1 0 0 0 1 0 0 1 3 0 4 0 0 0 0 0 0 0 0 4 0 0 4 9 04:30 AM 0 1 0 0 0 1 0 0 2 2 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5 04:45 AM 0 0 0 0 0 0 0 0 4 1 0 5 0 0 0 1 0 1 0 0 3 0 0 3 9 Total 0 2 0 0 0 2 0 0 7 6 0 13 0 0 0 1 0 1 0 0 8 0 0 8 24 05:00 AM 0 6 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 13 19 05:15 AM 0 1 0 0 0 1 0 0 2 2 0 4 0 0 0 0 0 0 0 0 7 0 0 7 12 05:30 AM 0 2 0 0 1 3 1 0 5 1 0 7 0 0 0 1 0 1 0 0 18 0 0 18 29 05:45 AM 0 8 0 0 0 8 0 0 8 3 0 11 0 0 0 0 2 2 0 0 18 0 0 18 39 Total 0 17 0 0 1 18 1 0 15 6 0 22 0 0 0 1 2 3 0 0 56 0 0 56 99 06:00 AM 0 4 0 1 1 6 0 0 8 5 0 13 0 0 0 0 2 2 0 1 21 0 0 22 43 06:15 AM 0 8 0 0 0 8 0 0 6 3 0 9 0 0 2 0 0 2 0 0 22 0 0 22 41 06:30 AM 0 22 0 0 0 22 0 1 37 9 0 47 0 0 0 0 0 0 0 0 41 0 0 41 110 06:45 AM 0 26 0 2 0 28 0 0 41 5 0 46 0 0 0 0 1 1 0 1 43 0 0 44 119 Total 0 60 0 3 1 64 0 1 92 22 0 115 0 0 2 0 3 5 0 2 127 0 0 129 313 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C55 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-24-18 Site Code : 2 Start Date : 1/24/2018 Page No : 2 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 22 0 1 0 23 0 0 31 12 0 43 0 0 0 0 0 0 0 1 75 0 0 76 142 07:15 AM 0 40 0 1 0 41 0 0 48 28 0 76 0 0 0 0 2 2 0 6 88 0 0 94 213 07:30 AM 0 44 0 8 0 52 0 1 58 14 0 73 0 0 0 1 0 1 0 3 97 0 0 100 226 07:45 AM 0 55 0 4 0 59 0 1 71 25 0 97 0 0 0 0 0 0 0 3 125 0 0 128 284 Total 0 161 0 14 0 175 0 2 208 79 0 289 0 0 0 1 2 3 0 13 385 0 0 398 865 08:00 AM 0 54 1 8 0 63 0 0 70 26 0 96 0 0 0 0 0 0 0 2 108 0 0 110 269 08:15 AM 0 39 0 3 0 42 0 1 77 23 0 101 0 0 0 2 0 2 0 5 104 0 0 109 254 08:30 AM 0 27 0 4 0 31 0 0 42 31 0 73 0 0 0 0 0 0 0 2 97 0 0 99 203 08:45 AM 0 42 0 3 0 45 0 1 53 23 0 77 0 0 0 1 0 1 0 5 78 0 0 83 206 Total 0 162 1 18 0 181 0 2 242 103 0 347 0 0 0 3 0 3 0 14 387 0 0 401 932 09:00 AM 0 26 0 4 0 30 0 0 44 20 0 64 0 0 0 2 0 2 0 2 91 0 0 93 189 09:15 AM 0 27 0 2 0 29 0 1 58 26 0 85 0 0 0 0 3 3 0 7 67 0 0 74 191 09:30 AM 0 29 0 1 0 30 0 0 48 23 1 72 0 0 0 1 0 1 0 3 55 0 0 58 161 09:45 AM 0 15 1 1 0 17 0 0 38 17 0 55 0 0 1 1 0 2 0 1 41 0 0 42 116 Total 0 97 1 8 0 106 0 1 188 86 1 276 0 0 1 4 3 8 0 13 254 0 0 267 657 10:00 AM 0 21 0 2 0 23 0 0 56 17 0 73 0 0 0 0 0 0 0 0 52 0 0 52 148 10:15 AM 0 20 0 1 0 21 0 0 47 17 0 64 0 0 0 1 0 1 0 0 70 0 0 70 156 10:30 AM 0 21 0 3 0 24 0 0 41 31 0 72 0 0 0 0 0 0 0 2 57 0 0 59 155 10:45 AM 0 27 0 4 0 31 0 1 46 24 0 71 0 0 0 0 0 0 0 5 46 0 0 51 153 Total 0 89 0 10 0 99 0 1 190 89 0 280 0 0 0 1 0 1 0 7 225 0 0 232 612 11:00 AM 0 22 0 2 0 24 0 0 40 18 1 59 0 0 0 0 0 0 0 2 45 0 0 47 130 11:15 AM 0 13 0 2 0 15 0 0 40 41 0 81 0 0 0 1 0 1 0 3 47 0 0 50 147 11:30 AM 0 22 0 1 0 23 0 0 43 16 0 59 0 0 0 1 0 1 0 4 48 0 0 52 135 11:45 AM 0 19 0 5 0 24 0 0 44 30 0 74 0 0 0 0 0 0 0 1 63 0 0 64 162 Total 0 76 0 10 0 86 0 0 167 105 1 273 0 0 0 2 0 2 0 10 203 0 0 213 574 12:00 PM 0 12 0 1 0 13 0 0 58 24 1 83 0 0 0 0 1 1 0 2 60 0 0 62 159 12:15 PM 0 19 0 7 0 26 0 3 59 28 0 90 0 0 0 0 0 0 0 3 48 0 0 51 167 12:30 PM 0 23 0 1 0 24 0 0 61 35 1 97 0 0 0 1 1 2 0 0 43 0 0 43 166 12:45 PM 0 33 0 0 0 33 0 2 51 44 0 97 0 0 0 1 0 1 0 6 43 2 0 51 182 Total 0 87 0 9 0 96 0 5 229 131 2 367 0 0 0 2 2 4 0 11 194 2 0 207 674 01:00 PM 0 11 0 5 0 16 0 1 74 43 0 118 0 0 0 0 0 0 0 5 37 1 0 43 177 01:15 PM 0 30 0 2 0 32 0 1 66 30 0 97 0 0 1 2 0 3 0 1 40 0 0 41 173 01:30 PM 0 24 0 3 0 27 0 0 58 15 0 73 0 0 0 0 0 0 0 4 62 0 0 66 166 01:45 PM 0 20 0 2 0 22 0 1 51 23 0 75 0 0 0 0 0 0 0 2 59 0 0 61 158 Total 0 85 0 12 0 97 0 3 249 111 0 363 0 0 1 2 0 3 0 12 198 1 0 211 674 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C56 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-24-18 Site Code : 2 Start Date : 1/24/2018 Page No : 3 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 24 0 0 1 25 0 1 47 25 0 73 0 0 0 0 0 0 0 3 43 1 0 47 145 02:15 PM 0 27 0 2 0 29 0 2 58 22 0 82 0 0 0 2 0 2 0 3 47 0 0 50 163 02:30 PM 0 15 0 3 0 18 0 0 62 25 0 87 0 0 0 2 0 2 0 5 44 1 0 50 157 02:45 PM 0 24 0 3 0 27 0 0 74 25 0 99 0 0 0 2 0 2 0 3 68 0 0 71 199 Total 0 90 0 8 1 99 0 3 241 97 0 341 0 0 0 6 0 6 0 14 202 2 0 218 664 03:00 PM 0 24 0 3 1 28 0 1 64 34 0 99 0 0 0 0 1 1 0 3 52 0 0 55 183 03:15 PM 0 22 0 6 0 28 0 0 93 37 0 130 0 0 0 0 0 0 0 10 56 0 0 66 224 03:30 PM 0 21 0 2 0 23 0 1 94 40 0 135 0 0 0 1 0 1 0 4 82 0 0 86 245 03:45 PM 0 18 0 5 0 23 0 2 89 52 0 143 0 0 0 1 0 1 0 5 91 0 0 96 263 Total 0 85 0 16 1 102 0 4 340 163 0 507 0 0 0 2 1 3 0 22 281 0 0 303 915 04:00 PM 0 30 0 3 0 33 0 1 91 39 0 131 0 0 0 0 2 2 0 8 79 2 0 89 255 04:15 PM 0 21 0 6 0 27 0 0 91 59 0 150 0 0 0 1 1 2 0 3 93 0 0 96 275 04:30 PM 0 19 0 4 0 23 1 1 97 62 0 161 0 0 0 0 0 0 0 4 92 0 0 96 280 04:45 PM 0 17 0 6 1 24 0 0 86 43 0 129 0 0 0 0 1 1 0 10 99 0 0 109 263 Total 0 87 0 19 1 107 1 2 365 203 0 571 0 0 0 1 4 5 0 25 363 2 0 390 1073 05:00 PM 0 16 0 3 0 19 0 1 100 80 1 182 0 0 0 0 0 0 0 8 100 0 1 109 310 05:15 PM 0 20 0 7 0 27 0 0 94 70 0 164 0 0 0 0 0 0 0 7 92 0 0 99 290 05:30 PM 0 16 0 4 0 20 0 0 111 61 0 172 0 0 0 0 0 0 0 4 105 0 0 109 301 05:45 PM 0 26 0 2 0 28 0 0 94 75 0 169 0 0 0 0 0 0 0 6 109 0 0 115 312 Total 0 78 0 16 0 94 0 1 399 286 1 687 0 0 0 0 0 0 0 25 406 0 1 432 1213 06:00 PM 0 33 0 3 0 36 0 0 71 56 0 127 0 0 0 0 0 0 0 4 82 0 0 86 249 06:15 PM 0 28 0 6 0 34 0 0 82 42 0 124 0 0 0 0 1 1 0 3 64 0 0 67 226 06:30 PM 0 23 0 1 0 24 0 1 61 33 0 95 0 0 0 0 0 0 0 6 50 0 0 56 175 06:45 PM 0 15 0 2 0 17 0 0 47 31 0 78 0 0 0 0 0 0 0 4 43 0 1 48 143 Total 0 99 0 12 0 111 0 1 261 162 0 424 0 0 0 0 1 1 0 17 239 0 1 257 793 07:00 PM 0 18 0 5 0 23 0 1 66 34 0 101 0 0 0 0 0 0 0 1 43 0 0 44 168 07:15 PM 0 8 0 3 0 11 0 0 52 24 0 76 0 0 0 0 0 0 0 2 31 0 0 33 120 07:30 PM 0 8 0 0 0 8 0 0 53 20 0 73 0 0 0 0 0 0 0 2 35 0 0 37 118 07:45 PM 0 13 0 0 0 13 0 2 41 13 0 56 0 0 0 0 0 0 0 1 35 0 0 36 105 Total 0 47 0 8 0 55 0 3 212 91 0 306 0 0 0 0 0 0 0 6 144 0 0 150 511 08:00 PM 0 11 0 1 0 12 0 0 62 26 0 88 0 0 0 0 0 0 0 5 35 0 0 40 140 08:15 PM 0 12 0 3 0 15 0 0 45 22 0 67 0 0 0 0 0 0 0 3 29 0 0 32 114 08:30 PM 0 11 0 3 0 14 0 0 52 21 0 73 0 0 0 0 0 0 0 5 24 0 0 29 116 08:45 PM 0 10 0 2 0 12 0 0 42 14 0 56 0 0 0 0 0 0 0 2 18 0 0 20 88 Total 0 44 0 9 0 53 0 0 201 83 0 284 0 0 0 0 0 0 0 15 106 0 0 121 458 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C57 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-24-18 Site Code : 2 Start Date : 1/24/2018 Page No : 4 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 7 0 2 0 9 0 1 39 19 0 59 0 0 0 0 1 1 0 1 18 0 0 19 88 09:15 PM 0 9 0 2 0 11 0 0 33 11 0 44 0 0 0 0 0 0 0 2 23 0 0 25 80 09:30 PM 0 4 0 0 0 4 0 0 17 17 0 34 0 0 1 0 0 1 0 1 7 0 0 8 47 09:45 PM 0 6 0 0 0 6 0 0 15 8 0 23 0 0 0 0 0 0 0 0 7 0 0 7 36 Total 0 26 0 4 0 30 0 1 104 55 0 160 0 0 1 0 1 2 0 4 55 0 0 59 251 10:00 PM 0 6 0 1 0 7 0 0 27 10 0 37 0 0 0 0 0 0 0 1 12 0 0 13 57 10:15 PM 0 7 0 1 0 8 0 0 9 10 0 19 0 0 0 0 0 0 0 0 6 0 0 6 33 10:30 PM 0 1 0 0 0 1 0 0 10 7 0 17 0 0 0 0 0 0 0 0 2 0 0 2 20 10:45 PM 0 4 0 0 0 4 0 0 8 3 0 11 0 0 0 0 0 0 0 0 4 0 0 4 19 Total 0 18 0 2 0 20 0 0 54 30 0 84 0 0 0 0 0 0 0 1 24 0 0 25 129 11:00 PM 0 1 0 1 0 2 0 0 2 3 0 5 0 0 0 0 0 0 0 0 2 0 0 2 9 11:15 PM 0 2 0 0 0 2 0 0 4 0 0 4 0 0 0 0 0 0 0 1 2 0 0 3 9 11:30 PM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 5 0 0 5 10 11:45 PM 0 1 0 0 0 1 0 0 5 2 0 7 0 0 0 0 0 0 0 0 1 0 0 1 9 Total 0 4 0 1 0 5 0 0 16 5 0 21 0 0 0 0 0 0 0 1 10 0 0 11 37 Grand Total 0 1423 2 179 5 1609 2 30 3796 1929 5 5762 0 0 5 26 19 50 0 213 3882 7 2 4104 11525 Apprch %0 88.4 0.1 11.1 0.3 0 0.5 65.9 33.5 0.1 0 0 10 52 38 0 5.2 94.6 0.2 0 Total %0 12.3 0 1.6 0 14 0 0.3 32.9 16.7 0 50 0 0 0 0.2 0.2 0.4 0 1.8 33.7 0.1 0 35.6 Cars +0 1398 2 172 2 1574 1 27 3746 1890 5 5669 0 0 5 22 19 46 0 207 3828 7 2 4044 11333 % Cars +0 98.2 100 96.1 40 97.8 50 90 98.7 98 100 98.4 0 0 100 84.6 100 92 0 97.2 98.6 100 100 98.5 98.3 Trucks 0 25 0 7 3 35 1 3 50 39 0 93 0 0 0 4 0 4 0 6 54 0 0 60 192 % Trucks 0 1.8 0 3.9 60 2.2 50 10 1.3 2 0 1.6 0 0 0 15.4 0 8 0 2.8 1.4 0 0 1.5 1.7 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C58 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-24-18 Site Code : 2 Start Date : 1/24/2018 Page No : 5 Interlachen Boulevard & Summit Avenue Edina, MN Brookside Avenue I n t e r l a c h e n B o u l e v a r d I n t e r l a c h e n B o u l e v a r d Summit Avenue Right 172 7 179 Thru 2 0 2 Left 1398 25 1423 UTrn 0 0 0 Peds 2 3 5 InOut Total2102 1574 3676 45 35 80 2147 3756 1609 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 1 8 9 0 3 9 1 9 2 9 T h r u 3 7 4 6 5 0 3 7 9 6 L e f t 2 7 3 3 0 U T r n 1 1 2 P e d s 5 0 5 O u t T o t a l I n 5 2 4 8 5 6 6 9 1 0 9 1 7 8 3 9 3 1 7 6 5 3 3 1 1 1 0 9 3 5 7 6 2 Ou t 1 1 2 In 0 0 0 Tot a l 1 1 2 UTrn0 0 0 Left0 0 0 Thru5 0 5 Right22 4 26 Peds19 0 19 Out TotalIn 36 46 82 3 4 7 39 89 50 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 20 7 6 21 3 Th r u 38 2 8 54 38 8 2 Ri g h t 7 0 7 Pe d s 2 0 2 To t a l Ou t In 39 1 8 4 0 4 4 7 9 6 2 57 6 0 1 1 7 39 7 5 80 7 9 41 0 4 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/24/2018 12:00 AM1/24/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C59 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-24-18 Site Code : 2 Start Date : 1/24/2018 Page No : 6 Interlachen Boulevard & Summit Avenue Edina, MN Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 44 0 8 0 52 0 1 58 14 0 73 0 0 0 1 0 1 0 3 97 0 0 100 226 07:45 AM 0 55 0 4 0 59 0 1 71 25 0 97 0 0 0 0 0 0 0 3 125 0 0 128 284 08:00 AM 0 54 1 8 0 63 0 0 70 26 0 96 0 0 0 0 0 0 0 2 108 0 0 110 269 08:15 AM 0 39 0 3 0 42 0 1 77 23 0 101 0 0 0 2 0 2 0 5 104 0 0 109 254 Total Volume 0 192 1 23 0 216 0 3 276 88 0 367 0 0 0 3 0 3 0 13 434 0 0 447 1033 % App. Total 0 88.9 0.5 10.6 0 0 0.8 75.2 24 0 0 0 0 100 0 0 2.9 97.1 0 0 PHF .000 .873 .250 .719 .000 .857 .000 .750 .896 .846 .000 .908 .000 .000 .000 .375 .000 .375 .000 .650 .868 .000 .000 .873 .909 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 0 23 0 1 0 24 0 0 61 35 1 97 0 0 0 1 1 2 0 0 43 0 0 43 166 12:45 PM 0 33 0 0 0 33 0 2 51 44 0 97 0 0 0 1 0 1 0 6 43 2 0 51 182 01:00 PM 0 11 0 5 0 16 0 1 74 43 0 118 0 0 0 0 0 0 0 5 37 1 0 43 177 01:15 PM 0 30 0 2 0 32 0 1 66 30 0 97 0 0 1 2 0 3 0 1 40 0 0 41 173 Total Volume 0 97 0 8 0 105 0 4 252 152 1 409 0 0 1 4 1 6 0 12 163 3 0 178 698 % App. Total 0 92.4 0 7.6 0 0 1 61.6 37.2 0.2 0 0 16.7 66.7 16.7 0 6.7 91.6 1.7 0 PHF .000 .735 .000 .400 .000 .795 .000 .500 .851 .864 .250 .867 .000 .000 .250 .500 .250 .500 .000 .500 .948 .375 .000 .873 .959 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 16 0 3 0 19 0 1 100 80 1 182 0 0 0 0 0 0 0 8 100 0 1 109 310 05:15 PM 0 20 0 7 0 27 0 0 94 70 0 164 0 0 0 0 0 0 0 7 92 0 0 99 290 05:30 PM 0 16 0 4 0 20 0 0 111 61 0 172 0 0 0 0 0 0 0 4 105 0 0 109 301 05:45 PM 0 26 0 2 0 28 0 0 94 75 0 169 0 0 0 0 0 0 0 6 109 0 0 115 312 Total Volume 0 78 0 16 0 94 0 1 399 286 1 687 0 0 0 0 0 0 0 25 406 0 1 432 1213 % App. Total 0 83 0 17 0 0 0.1 58.1 41.6 0.1 0 0 0 0 0 0 5.8 94 0 0.2 PHF .000 .750 .000 .571 .000 .839 .000 .250 .899 .894 .250 .944 .000 .000 .000 .000 .000 .000 .000 .781 .931 .000 .250 .939 .972 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C60 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-25-18 Site Code : 3 Start Date : 1/25/2018 Page No : 1 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 2 0 1 0 3 0 0 2 1 0 3 0 0 0 0 0 0 0 0 2 0 0 2 8 12:15 AM 0 1 0 0 0 1 0 0 6 2 0 8 0 0 0 0 0 0 0 0 2 0 0 2 11 12:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 1 3 0 0 4 7 12:45 AM 0 2 0 1 0 3 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 Total 0 5 0 2 0 7 0 0 11 4 0 15 0 0 0 0 0 0 0 1 7 0 0 8 30 01:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 01:15 AM 0 1 0 0 0 1 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 01:30 AM 0 1 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 01:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 4 Total 0 2 0 0 0 2 0 0 6 1 0 7 0 0 0 0 0 0 0 0 2 0 0 2 11 02:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 02:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 02:45 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 1 0 0 0 1 0 0 3 1 0 4 0 0 0 0 0 0 0 0 1 0 0 1 6 03:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 03:15 AM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:30 AM 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 3 0 0 0 3 0 0 0 3 0 3 0 0 0 0 0 0 0 0 1 0 0 1 7 04:00 AM 0 1 0 0 0 1 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 5 04:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 4 0 0 4 6 04:30 AM 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 0 0 0 2 0 0 2 6 04:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 7 0 0 7 9 Total 0 1 0 0 0 1 0 0 9 1 0 10 0 0 0 0 0 0 0 0 15 0 0 15 26 05:00 AM 0 0 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 0 0 0 5 0 0 5 10 05:15 AM 0 4 0 0 0 4 0 0 6 4 0 10 0 0 0 1 0 1 0 0 11 0 0 11 26 05:30 AM 0 3 0 0 0 3 0 0 8 0 0 8 0 0 0 0 0 0 0 0 13 0 0 13 24 05:45 AM 0 7 0 0 0 7 0 0 4 4 0 8 0 0 0 0 0 0 0 0 15 0 0 15 30 Total 0 14 0 0 0 14 0 0 22 9 0 31 0 0 0 1 0 1 0 0 44 0 0 44 90 06:00 AM 0 10 0 0 0 10 0 0 9 1 0 10 0 0 0 0 0 0 0 0 20 0 0 20 40 06:15 AM 0 5 0 1 1 7 0 0 4 6 0 10 0 0 1 0 0 1 0 0 24 0 0 24 42 06:30 AM 0 25 0 0 0 25 0 0 28 13 0 41 0 0 0 0 1 1 0 0 35 0 0 35 102 06:45 AM 0 21 0 4 0 25 0 0 29 10 0 39 0 0 0 0 0 0 0 1 56 0 0 57 121 Total 0 61 0 5 1 67 0 0 70 30 0 100 0 0 1 0 1 2 0 1 135 0 0 136 305 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C61 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-25-18 Site Code : 3 Start Date : 1/25/2018 Page No : 2 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 27 0 0 0 27 0 0 42 16 0 58 0 0 0 0 0 0 0 4 74 0 0 78 163 07:15 AM 0 40 1 2 0 43 0 0 36 10 0 46 0 0 0 0 1 1 0 3 108 1 0 112 202 07:30 AM 0 49 1 6 0 56 0 0 40 19 0 59 0 0 0 0 0 0 0 3 110 0 0 113 228 07:45 AM 0 45 0 3 0 48 0 0 78 25 0 103 0 0 0 0 0 0 0 3 97 0 0 100 251 Total 0 161 2 11 0 174 0 0 196 70 0 266 0 0 0 0 1 1 0 13 389 1 0 403 844 08:00 AM 0 56 0 4 0 60 0 0 80 24 0 104 0 0 0 0 1 1 0 7 119 0 0 126 291 08:15 AM 0 38 0 4 0 42 0 0 69 29 0 98 0 0 0 0 0 0 0 4 101 0 0 105 245 08:30 AM 0 25 0 5 0 30 0 0 65 24 0 89 0 0 0 0 0 0 0 4 87 0 0 91 210 08:45 AM 0 33 0 6 0 39 0 1 49 23 0 73 0 0 0 0 0 0 0 8 79 1 0 88 200 Total 0 152 0 19 0 171 0 1 263 100 0 364 0 0 0 0 1 1 0 23 386 1 0 410 946 09:00 AM 0 38 0 4 0 42 0 0 44 19 1 64 0 0 0 1 0 1 0 6 72 0 0 78 185 09:15 AM 0 37 0 3 0 40 0 0 51 35 0 86 0 0 0 1 0 1 0 4 80 0 0 84 211 09:30 AM 0 19 1 1 0 21 0 0 40 26 0 66 0 0 0 1 0 1 0 4 54 0 0 58 146 09:45 AM 0 18 0 5 0 23 0 1 35 26 0 62 0 0 0 1 0 1 0 1 58 0 0 59 145 Total 0 112 1 13 0 126 0 1 170 106 1 278 0 0 0 4 0 4 0 15 264 0 0 279 687 10:00 AM 0 21 0 6 0 27 0 2 39 16 0 57 0 0 0 0 0 0 0 1 52 0 1 54 138 10:15 AM 0 19 0 1 0 20 0 1 36 18 2 57 0 0 0 0 0 0 0 4 50 0 0 54 131 10:30 AM 0 17 0 1 0 18 0 0 43 27 0 70 0 0 0 1 0 1 0 2 49 0 0 51 140 10:45 AM 0 24 0 3 0 27 0 1 44 17 0 62 0 0 0 1 0 1 0 2 39 0 0 41 131 Total 0 81 0 11 0 92 0 4 162 78 2 246 0 0 0 2 0 2 0 9 190 0 1 200 540 11:00 AM 0 19 0 5 0 24 0 1 51 27 0 79 0 0 0 0 2 2 0 1 49 1 0 51 156 11:15 AM 0 32 0 1 0 33 0 1 38 22 0 61 0 0 0 1 0 1 0 2 64 0 0 66 161 11:30 AM 0 16 0 1 0 17 0 0 50 25 0 75 0 0 0 0 0 0 0 7 67 0 0 74 166 11:45 AM 0 37 1 5 0 43 0 1 49 29 0 79 0 0 0 2 0 2 0 1 48 0 0 49 173 Total 0 104 1 12 0 117 0 3 188 103 0 294 0 0 0 3 2 5 0 11 228 1 0 240 656 12:00 PM 0 19 0 1 0 20 0 0 46 27 0 73 0 0 0 4 0 4 0 3 48 1 0 52 149 12:15 PM 0 18 0 2 0 20 0 0 73 25 0 98 0 0 0 0 0 0 0 4 51 0 0 55 173 12:30 PM 0 27 0 4 0 31 0 2 56 17 0 75 0 0 0 0 1 1 0 5 55 0 0 60 167 12:45 PM 0 21 0 1 0 22 0 2 65 17 0 84 0 0 0 1 0 1 0 6 51 0 0 57 164 Total 0 85 0 8 0 93 0 4 240 86 0 330 0 0 0 5 1 6 0 18 205 1 0 224 653 01:00 PM 0 25 0 4 0 29 0 0 53 31 0 84 0 0 0 0 0 0 0 4 51 0 0 55 168 01:15 PM 0 18 0 3 0 21 0 1 71 31 0 103 0 0 0 1 0 1 0 8 46 0 0 54 179 01:30 PM 0 27 0 2 0 29 0 0 52 25 0 77 0 0 0 1 0 1 0 2 55 0 0 57 164 01:45 PM 0 25 1 1 0 27 0 1 48 15 0 64 0 0 1 1 0 2 0 1 52 0 0 53 146 Total 0 95 1 10 0 106 0 2 224 102 0 328 0 0 1 3 0 4 0 15 204 0 0 219 657 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C62 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-25-18 Site Code : 3 Start Date : 1/25/2018 Page No : 3 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 18 0 2 0 20 0 4 48 24 0 76 0 0 0 1 0 1 0 1 33 0 0 34 131 02:15 PM 0 22 0 3 0 25 0 0 53 26 0 79 0 0 0 1 0 1 0 3 49 0 0 52 157 02:30 PM 0 20 0 6 0 26 0 1 65 25 0 91 0 0 0 0 0 0 0 5 52 0 0 57 174 02:45 PM 0 25 0 3 0 28 0 0 63 31 0 94 0 0 0 0 0 0 0 2 52 1 0 55 177 Total 0 85 0 14 0 99 0 5 229 106 0 340 0 0 0 2 0 2 0 11 186 1 0 198 639 03:00 PM 0 24 1 1 0 26 0 0 62 32 0 94 0 0 0 1 0 1 0 2 80 0 0 82 203 03:15 PM 0 28 0 8 0 36 0 1 81 46 0 128 0 0 0 1 0 1 0 4 51 0 0 55 220 03:30 PM 0 27 0 6 0 33 0 0 106 54 0 160 0 0 0 0 0 0 0 9 86 0 0 95 288 03:45 PM 0 26 0 3 0 29 0 0 75 51 0 126 0 1 0 0 0 1 0 4 102 0 0 106 262 Total 0 105 1 18 0 124 0 1 324 183 0 508 0 1 0 2 0 3 0 19 319 0 0 338 973 04:00 PM 0 22 0 3 0 25 0 0 98 50 0 148 0 0 0 0 2 2 0 11 94 0 0 105 280 04:15 PM 0 26 0 7 0 33 0 0 99 62 0 161 0 0 0 0 0 0 0 9 90 0 0 99 293 04:30 PM 0 12 0 5 0 17 0 1 80 58 0 139 0 0 0 0 0 0 0 2 107 0 0 109 265 04:45 PM 0 24 0 9 0 33 0 0 102 59 0 161 0 0 0 0 0 0 0 2 109 0 0 111 305 Total 0 84 0 24 0 108 0 1 379 229 0 609 0 0 0 0 2 2 0 24 400 0 0 424 1143 05:00 PM 0 17 0 4 0 21 0 0 97 66 0 163 0 0 0 2 0 2 0 8 97 0 0 105 291 05:15 PM 0 20 0 3 0 23 0 0 111 56 0 167 0 0 0 1 0 1 0 8 82 1 0 91 282 05:30 PM 0 27 0 5 0 32 0 1 120 58 0 179 0 0 0 0 0 0 0 12 78 0 0 90 301 05:45 PM 0 22 0 7 0 29 0 0 92 49 0 141 0 0 0 0 0 0 0 15 83 0 0 98 268 Total 0 86 0 19 0 105 0 1 420 229 0 650 0 0 0 3 0 3 0 43 340 1 0 384 1142 06:00 PM 0 20 1 7 0 28 0 0 86 51 0 137 0 0 0 1 1 2 0 6 80 0 0 86 253 06:15 PM 0 16 0 6 0 22 0 0 98 39 0 137 0 1 1 0 0 2 0 5 66 0 0 71 232 06:30 PM 0 13 0 3 0 16 0 1 83 33 0 117 0 0 0 0 0 0 0 4 64 0 0 68 201 06:45 PM 0 12 0 2 0 14 0 0 65 25 0 90 0 0 0 1 0 1 0 3 47 0 0 50 155 Total 0 61 1 18 0 80 0 1 332 148 0 481 0 1 1 2 1 5 0 18 257 0 0 275 841 07:00 PM 0 15 0 2 0 17 0 1 57 29 0 87 0 0 0 0 0 0 0 3 34 0 0 37 141 07:15 PM 0 9 0 3 0 12 0 0 52 24 0 76 0 0 0 0 0 0 0 2 50 0 0 52 140 07:30 PM 0 21 0 2 0 23 0 0 64 21 0 85 0 0 0 0 0 0 0 0 28 0 0 28 136 07:45 PM 0 10 0 0 0 10 0 0 44 14 0 58 0 0 0 0 0 0 0 2 24 0 0 26 94 Total 0 55 0 7 0 62 0 1 217 88 0 306 0 0 0 0 0 0 0 7 136 0 0 143 511 08:00 PM 0 5 0 2 0 7 0 1 38 18 0 57 0 0 0 0 0 0 0 2 36 0 0 38 102 08:15 PM 0 9 0 2 0 11 0 0 48 18 0 66 0 0 0 0 0 0 0 1 24 0 0 25 102 08:30 PM 0 5 0 2 0 7 0 0 44 12 0 56 0 0 0 0 0 0 0 1 28 0 0 29 92 08:45 PM 0 9 0 1 0 10 0 0 28 13 0 41 0 0 0 0 0 0 0 1 26 0 0 27 78 Total 0 28 0 7 0 35 0 1 158 61 0 220 0 0 0 0 0 0 0 5 114 0 0 119 374 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C63 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-25-18 Site Code : 3 Start Date : 1/25/2018 Page No : 4 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 2 0 2 0 4 0 0 44 26 0 70 0 0 0 0 0 0 0 0 29 0 0 29 103 09:15 PM 0 7 0 1 0 8 0 1 42 22 0 65 0 0 0 0 0 0 0 1 18 0 0 19 92 09:30 PM 0 6 0 4 0 10 0 0 36 15 0 51 0 0 0 0 0 0 0 2 18 0 0 20 81 09:45 PM 0 7 1 2 0 10 0 0 22 12 0 34 0 0 0 0 0 0 0 2 8 0 0 10 54 Total 0 22 1 9 0 32 0 1 144 75 0 220 0 0 0 0 0 0 0 5 73 0 0 78 330 10:00 PM 0 4 0 2 0 6 0 0 22 5 0 27 0 0 0 0 0 0 0 0 10 0 0 10 43 10:15 PM 0 4 0 0 0 4 0 0 13 9 0 22 0 0 0 0 0 0 0 4 9 0 0 13 39 10:30 PM 0 2 0 0 0 2 0 0 10 8 0 18 0 0 0 0 0 0 0 0 14 0 0 14 34 10:45 PM 0 5 0 0 0 5 0 0 8 3 0 11 0 0 0 0 0 0 0 0 7 0 0 7 23 Total 0 15 0 2 0 17 0 0 53 25 0 78 0 0 0 0 0 0 0 4 40 0 0 44 139 11:00 PM 0 1 0 0 0 1 0 0 9 3 0 12 0 0 0 0 0 0 0 2 4 0 0 6 19 11:15 PM 0 3 0 1 0 4 0 0 8 2 0 10 0 0 0 0 0 0 0 0 8 0 0 8 22 11:30 PM 0 0 0 0 0 0 0 0 10 4 0 14 0 0 0 0 0 0 0 0 3 0 0 3 17 11:45 PM 0 4 0 0 0 4 0 0 6 3 0 9 0 0 0 0 0 0 0 0 2 0 0 2 15 Total 0 8 0 1 0 9 0 0 33 12 0 45 0 0 0 0 0 0 0 2 17 0 0 19 73 Grand Total 0 1426 8 210 1 1645 0 27 3853 1850 3 5733 0 2 3 27 9 41 0 244 3953 6 1 4204 11623 Apprch %0 86.7 0.5 12.8 0.1 0 0.5 67.2 32.3 0.1 0 4.9 7.3 65.9 22 0 5.8 94 0.1 0 Total %0 12.3 0.1 1.8 0 14.2 0 0.2 33.1 15.9 0 49.3 0 0 0 0.2 0.1 0.4 0 2.1 34 0.1 0 36.2 Cars +0 1323 7 196 1 1527 0 24 3800 1732 3 5559 0 2 3 26 9 40 0 237 3907 4 0 4148 11274 % Cars +0 92.8 87.5 93.3 100 92.8 0 88.9 98.6 93.6 100 97 0 100 100 96.3 100 97.6 0 97.1 98.8 66.7 0 98.7 97 Trucks 0 103 1 14 0 118 0 3 53 118 0 174 0 0 0 1 0 1 0 7 46 2 1 56 349 % Trucks 0 7.2 12.5 6.7 0 7.2 0 11.1 1.4 6.4 0 3 0 0 0 3.7 0 2.4 0 2.9 1.2 33.3 100 1.3 3 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C64 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-25-18 Site Code : 3 Start Date : 1/25/2018 Page No : 5 Interlachen Boulevard & Summit Avenue Edina, MN Brookside Avenue I n t e r l a c h e n B o u l e v a r d I n t e r l a c h e n B o u l e v a r d Summit Avenue Right 196 14 210 Thru 7 1 8 Left 1323 103 1426 UTrn 0 0 0 Peds 1 0 1 InOut Total1972 1527 3499 125 118 243 2097 3742 1645 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 1 7 3 2 1 1 8 1 8 5 0 T h r u 3 8 0 0 5 3 3 8 5 3 L e f t 2 4 3 2 7 U T r n 0 0 0 P e d s 3 0 3 O u t T o t a l I n 5 2 5 6 5 5 5 9 1 0 8 1 5 1 5 0 1 7 4 3 2 4 5 4 0 6 1 1 1 3 9 5 7 3 3 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left2 0 2 Thru3 0 3 Right26 1 27 Peds9 0 9 Out TotalIn 35 40 75 6 1 7 41 82 41 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 23 7 7 24 4 Th r u 39 0 7 46 39 5 3 Ri g h t 4 2 6 Pe d s 0 1 1 To t a l Ou t In 39 9 8 4 1 4 8 8 1 4 6 67 5 6 1 2 3 40 6 5 82 6 9 42 0 4 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/25/2018 12:00 AM1/25/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C65 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-25-18 Site Code : 3 Start Date : 1/25/2018 Page No : 6 Interlachen Boulevard & Summit Avenue Edina, MN Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 49 1 6 0 56 0 0 40 19 0 59 0 0 0 0 0 0 0 3 110 0 0 113 228 07:45 AM 0 45 0 3 0 48 0 0 78 25 0 103 0 0 0 0 0 0 0 3 97 0 0 100 251 08:00 AM 0 56 0 4 0 60 0 0 80 24 0 104 0 0 0 0 1 1 0 7 119 0 0 126 291 08:15 AM 0 38 0 4 0 42 0 0 69 29 0 98 0 0 0 0 0 0 0 4 101 0 0 105 245 Total Volume 0 188 1 17 0 206 0 0 267 97 0 364 0 0 0 0 1 1 0 17 427 0 0 444 1015 % App. Total 0 91.3 0.5 8.3 0 0 0 73.4 26.6 0 0 0 0 0 100 0 3.8 96.2 0 0 PHF .000 .839 .250 .708 .000 .858 .000 .000 .834 .836 .000 .875 .000 .000 .000 .000 .250 .250 .000 .607 .897 .000 .000 .881 .872 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 0 27 0 4 0 31 0 2 56 17 0 75 0 0 0 0 1 1 0 5 55 0 0 60 167 12:45 PM 0 21 0 1 0 22 0 2 65 17 0 84 0 0 0 1 0 1 0 6 51 0 0 57 164 01:00 PM 0 25 0 4 0 29 0 0 53 31 0 84 0 0 0 0 0 0 0 4 51 0 0 55 168 01:15 PM 0 18 0 3 0 21 0 1 71 31 0 103 0 0 0 1 0 1 0 8 46 0 0 54 179 Total Volume 0 91 0 12 0 103 0 5 245 96 0 346 0 0 0 2 1 3 0 23 203 0 0 226 678 % App. Total 0 88.3 0 11.7 0 0 1.4 70.8 27.7 0 0 0 0 66.7 33.3 0 10.2 89.8 0 0 PHF .000 .843 .000 .750 .000 .831 .000 .625 .863 .774 .000 .840 .000 .000 .000 .500 .250 .750 .000 .719 .923 .000 .000 .942 .947 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 24 0 9 0 33 0 0 102 59 0 161 0 0 0 0 0 0 0 2 109 0 0 111 305 05:00 PM 0 17 0 4 0 21 0 0 97 66 0 163 0 0 0 2 0 2 0 8 97 0 0 105 291 05:15 PM 0 20 0 3 0 23 0 0 111 56 0 167 0 0 0 1 0 1 0 8 82 1 0 91 282 05:30 PM 0 27 0 5 0 32 0 1 120 58 0 179 0 0 0 0 0 0 0 12 78 0 0 90 301 Total Volume 0 88 0 21 0 109 0 1 430 239 0 670 0 0 0 3 0 3 0 30 366 1 0 397 1179 % App. Total 0 80.7 0 19.3 0 0 0.1 64.2 35.7 0 0 0 0 100 0 0 7.6 92.2 0.3 0 PHF .000 .815 .000 .583 .000 .826 .000 .250 .896 .905 .000 .936 .000 .000 .000 .375 .000 .375 .000 .625 .839 .250 .000 .894 .966 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C66 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-27-18 Site Code : 3 Start Date : 1/27/2018 Page No : 1 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 1 0 2 0 3 0 0 12 2 0 14 0 0 0 0 0 0 0 0 8 0 0 8 25 12:15 AM 0 2 0 0 0 2 0 0 8 3 0 11 0 0 0 0 0 0 0 1 2 0 0 3 16 12:30 AM 0 2 0 2 0 4 0 0 4 2 0 6 0 0 0 0 0 0 0 0 6 0 0 6 16 12:45 AM 0 1 0 0 0 1 0 0 6 2 0 8 0 0 0 0 0 0 0 0 2 0 0 2 11 Total 0 6 0 4 0 10 0 0 30 9 0 39 0 0 0 0 0 0 0 1 18 0 0 19 68 01:00 AM 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 0 0 0 2 0 0 2 6 01:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 5 0 0 5 7 01:30 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 2 0 0 2 7 01:45 AM 0 0 0 1 0 1 0 0 6 1 0 7 0 0 0 1 0 1 0 0 2 0 0 2 11 Total 0 0 0 1 0 1 0 0 16 2 0 18 0 0 0 1 0 1 0 0 11 0 0 11 31 02:00 AM 0 4 0 0 0 4 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 6 02:15 AM 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 1 0 0 1 3 02:30 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 Total 0 5 0 0 0 5 0 0 3 1 0 4 0 0 0 0 0 0 0 0 3 0 0 3 12 03:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM 0 1 0 0 0 1 0 0 0 2 0 2 0 0 0 0 0 0 0 0 1 0 0 1 4 03:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 1 0 0 0 1 0 0 1 3 0 4 0 0 0 0 0 0 0 0 3 0 0 3 8 04:00 AM 0 0 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 04:15 AM 0 1 0 0 0 1 0 0 4 1 0 5 0 0 0 0 0 0 0 0 2 0 0 2 8 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3 04:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 Total 0 1 0 0 0 1 0 0 9 2 0 11 0 0 0 0 0 0 0 0 5 1 0 6 18 05:00 AM 0 3 0 0 0 3 0 0 1 1 0 2 0 0 0 0 0 0 0 0 2 0 0 2 7 05:15 AM 0 1 0 0 0 1 0 0 3 0 0 3 0 0 0 0 0 0 0 0 3 0 0 3 7 05:30 AM 0 3 0 0 0 3 0 0 1 3 0 4 0 0 0 0 0 0 0 1 2 0 0 3 10 05:45 AM 0 2 0 0 0 2 0 0 1 1 0 2 0 0 0 0 0 0 0 0 3 0 0 3 7 Total 0 9 0 0 0 9 0 0 6 5 0 11 0 0 0 0 0 0 0 1 10 0 0 11 31 06:00 AM 0 2 0 0 0 2 0 0 2 0 0 2 0 0 0 0 0 0 0 0 5 0 0 5 9 06:15 AM 0 3 0 1 0 4 0 0 1 1 0 2 0 0 0 0 0 0 0 1 8 0 0 9 15 06:30 AM 0 5 0 0 0 5 0 0 6 3 0 9 0 0 0 0 0 0 0 0 13 0 0 13 27 06:45 AM 0 3 0 0 0 3 0 0 9 3 0 12 0 0 0 1 0 1 0 0 14 0 0 14 30 Total 0 13 0 1 0 14 0 0 18 7 0 25 0 0 0 1 0 1 0 1 40 0 0 41 81 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C67 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-27-18 Site Code : 3 Start Date : 1/27/2018 Page No : 2 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 10 0 0 0 10 0 0 10 1 0 11 0 0 0 0 0 0 0 0 17 0 0 17 38 07:15 AM 0 7 0 0 0 7 0 0 11 1 0 12 0 0 0 0 0 0 0 1 23 0 0 24 43 07:30 AM 0 11 0 2 0 13 0 0 14 6 0 20 0 1 0 0 0 1 0 4 25 0 0 29 63 07:45 AM 0 11 0 2 0 13 0 1 19 11 0 31 0 0 0 0 1 1 0 0 29 0 0 29 74 Total 0 39 0 4 0 43 0 1 54 19 0 74 0 1 0 0 1 2 0 5 94 0 0 99 218 08:00 AM 0 17 0 0 0 17 0 0 25 13 0 38 0 0 0 0 0 0 0 0 29 0 0 29 84 08:15 AM 0 16 0 4 0 20 0 0 20 12 0 32 0 0 0 2 0 2 0 2 53 0 0 55 109 08:30 AM 0 20 0 4 0 24 0 0 37 14 0 51 0 0 0 0 0 0 0 1 54 0 0 55 130 08:45 AM 0 25 0 4 0 29 0 0 58 12 0 70 0 0 0 0 0 0 0 2 68 0 0 70 169 Total 0 78 0 12 0 90 0 0 140 51 0 191 0 0 0 2 0 2 0 5 204 0 0 209 492 09:00 AM 0 25 0 0 0 25 0 0 36 14 0 50 0 0 0 1 0 1 1 6 57 0 0 64 140 09:15 AM 0 22 0 2 0 24 0 0 39 18 0 57 0 0 0 1 0 1 0 2 49 1 0 52 134 09:30 AM 0 30 0 3 1 34 1 0 46 22 0 69 0 0 0 0 0 0 0 3 54 0 0 57 160 09:45 AM 0 25 0 0 0 25 0 0 35 21 1 57 0 0 0 0 1 1 0 5 64 0 0 69 152 Total 0 102 0 5 1 108 1 0 156 75 1 233 0 0 0 2 1 3 1 16 224 1 0 242 586 10:00 AM 0 28 0 3 0 31 0 0 40 24 0 64 0 0 0 0 0 0 0 3 67 0 0 70 165 10:15 AM 0 32 0 5 0 37 0 0 40 16 0 56 0 1 0 2 0 3 0 7 70 0 0 77 173 10:30 AM 0 21 0 1 0 22 1 1 48 16 0 66 0 0 0 0 0 0 0 1 73 0 0 74 162 10:45 AM 0 27 0 7 0 34 0 1 61 27 0 89 0 0 0 0 0 0 0 6 73 0 0 79 202 Total 0 108 0 16 0 124 1 2 189 83 0 275 0 1 0 2 0 3 0 17 283 0 0 300 702 11:00 AM 0 22 0 4 0 26 0 1 53 24 0 78 0 0 0 0 0 0 0 3 59 0 0 62 166 11:15 AM 0 20 0 2 0 22 0 1 60 24 0 85 0 0 0 6 0 6 0 4 52 0 0 56 169 11:30 AM 0 27 0 4 0 31 0 0 63 26 2 91 0 0 0 1 0 1 0 5 53 0 0 58 181 11:45 AM 0 15 0 5 2 22 0 0 62 17 0 79 0 0 0 2 0 2 0 4 54 0 0 58 161 Total 0 84 0 15 2 101 0 2 238 91 2 333 0 0 0 9 0 9 0 16 218 0 0 234 677 12:00 PM 0 20 0 5 0 25 0 0 85 26 0 111 0 0 0 0 0 0 0 4 59 1 1 65 201 12:15 PM 0 32 0 4 0 36 0 1 49 33 0 83 0 0 0 1 0 1 0 4 58 0 0 62 182 12:30 PM 0 20 0 8 0 28 0 0 57 35 0 92 0 0 0 0 0 0 0 7 60 1 0 68 188 12:45 PM 0 24 0 3 0 27 0 1 58 37 1 97 0 0 0 1 0 1 0 4 64 0 0 68 193 Total 0 96 0 20 0 116 0 2 249 131 1 383 0 0 0 2 0 2 0 19 241 2 1 263 764 01:00 PM 0 34 0 3 1 38 0 0 51 25 0 76 0 0 0 0 0 0 0 5 62 0 0 67 181 01:15 PM 0 31 0 6 0 37 0 1 50 29 0 80 0 0 0 1 0 1 0 5 62 0 0 67 185 01:30 PM 0 16 0 7 0 23 0 0 61 29 0 90 0 0 0 2 1 3 0 5 54 0 0 59 175 01:45 PM 0 20 0 3 0 23 0 1 85 22 0 108 0 0 0 2 0 2 0 2 58 0 0 60 193 Total 0 101 0 19 1 121 0 2 247 105 0 354 0 0 0 5 1 6 0 17 236 0 0 253 734 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C68 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-27-18 Site Code : 3 Start Date : 1/27/2018 Page No : 3 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 17 0 6 0 23 0 0 66 27 0 93 0 0 0 2 0 2 0 3 74 0 0 77 195 02:15 PM 0 29 0 4 0 33 0 0 54 30 0 84 0 0 0 0 1 1 0 4 51 1 0 56 174 02:30 PM 0 25 0 4 1 30 0 2 63 28 0 93 0 1 0 2 0 3 0 2 57 0 0 59 185 02:45 PM 0 17 0 1 0 18 0 1 77 34 0 112 0 0 0 1 0 1 0 0 39 0 0 39 170 Total 0 88 0 15 1 104 0 3 260 119 0 382 0 1 0 5 1 7 0 9 221 1 0 231 724 03:00 PM 0 15 0 2 0 17 0 0 73 29 1 103 0 0 0 1 1 2 0 6 54 0 0 60 182 03:15 PM 0 29 0 4 1 34 0 0 63 25 0 88 0 0 0 1 1 2 0 2 38 0 0 40 164 03:30 PM 0 28 1 3 0 32 0 0 58 24 0 82 0 0 0 0 1 1 0 3 54 0 0 57 172 03:45 PM 0 26 0 1 0 27 0 0 63 25 1 89 0 0 0 1 0 1 0 8 44 0 0 52 169 Total 0 98 1 10 1 110 0 0 257 103 2 362 0 0 0 3 3 6 0 19 190 0 0 209 687 04:00 PM 0 27 0 2 0 29 1 0 72 30 0 103 0 0 0 0 0 0 0 5 68 0 0 73 205 04:15 PM 0 21 0 4 0 25 0 0 72 30 0 102 0 0 0 1 0 1 0 3 66 1 0 70 198 04:30 PM 0 34 0 3 0 37 0 1 48 32 0 81 0 0 0 1 0 1 0 3 71 1 1 76 195 04:45 PM 0 35 0 2 0 37 0 1 57 36 0 94 0 0 0 2 1 3 0 4 66 0 0 70 204 Total 0 117 0 11 0 128 1 2 249 128 0 380 0 0 0 4 1 5 0 15 271 2 1 289 802 05:00 PM 0 19 0 7 0 26 0 0 56 21 0 77 0 0 0 0 0 0 0 4 74 0 0 78 181 05:15 PM 0 28 0 3 0 31 0 1 68 24 1 94 0 0 0 1 1 2 0 4 46 0 0 50 177 05:30 PM 0 25 0 0 0 25 0 0 57 31 0 88 0 0 0 0 0 0 0 3 48 0 0 51 164 05:45 PM 0 19 0 3 0 22 0 0 67 20 0 87 0 0 0 0 0 0 0 5 61 0 0 66 175 Total 0 91 0 13 0 104 0 1 248 96 1 346 0 0 0 1 1 2 0 16 229 0 0 245 697 06:00 PM 0 24 0 6 0 30 0 0 60 38 0 98 0 0 0 0 0 0 0 2 50 0 0 52 180 06:15 PM 0 15 0 4 0 19 0 1 46 25 0 72 0 0 0 0 0 0 0 2 53 0 0 55 146 06:30 PM 0 14 0 1 0 15 0 1 69 19 0 89 0 0 1 1 0 2 0 7 41 0 0 48 154 06:45 PM 0 21 0 6 0 27 0 0 52 14 0 66 0 0 0 0 0 0 0 4 45 0 0 49 142 Total 0 74 0 17 0 91 0 2 227 96 0 325 0 0 1 1 0 2 0 15 189 0 0 204 622 07:00 PM 0 13 0 2 0 15 0 1 46 14 0 61 0 0 0 0 0 0 0 1 25 0 0 26 102 07:15 PM 0 11 0 2 0 13 0 0 46 13 0 59 0 0 0 0 0 0 0 1 28 0 0 29 101 07:30 PM 0 19 0 1 0 20 0 0 36 13 0 49 0 0 0 1 0 1 0 2 25 0 0 27 97 07:45 PM 0 10 0 4 0 14 0 1 31 13 0 45 0 0 0 0 0 0 0 1 28 0 0 29 88 Total 0 53 0 9 0 62 0 2 159 53 0 214 0 0 0 1 0 1 0 5 106 0 0 111 388 08:00 PM 0 9 0 1 0 10 0 1 34 18 0 53 0 0 0 0 0 0 0 1 14 0 0 15 78 08:15 PM 0 9 0 1 0 10 0 0 35 15 0 50 0 0 0 0 0 0 0 1 19 0 0 20 80 08:30 PM 0 9 0 2 0 11 0 0 22 15 0 37 0 0 0 0 0 0 0 1 17 0 0 18 66 08:45 PM 0 6 0 2 0 8 0 0 28 15 0 43 0 0 0 0 0 0 0 2 18 0 0 20 71 Total 0 33 0 6 0 39 0 1 119 63 0 183 0 0 0 0 0 0 0 5 68 0 0 73 295 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C69 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-27-18 Site Code : 3 Start Date : 1/27/2018 Page No : 4 Interlachen Boulevard & Summit Avenue Edina, MN Groups Printed- Cars + - Trucks Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 9 0 2 0 11 0 0 30 13 0 43 0 0 0 0 0 0 0 0 20 0 0 20 74 09:15 PM 0 10 0 3 0 13 0 0 33 20 0 53 0 0 0 0 0 0 0 1 29 0 0 30 96 09:30 PM 0 7 0 2 0 9 0 0 26 11 0 37 0 0 0 0 0 0 0 1 25 0 0 26 72 09:45 PM 0 6 0 2 1 9 0 0 26 13 0 39 0 0 0 1 1 2 0 0 18 0 0 18 68 Total 0 32 0 9 1 42 0 0 115 57 0 172 0 0 0 1 1 2 0 2 92 0 0 94 310 10:00 PM 0 9 0 0 0 9 0 0 24 8 0 32 0 0 0 1 0 1 0 2 12 0 0 14 56 10:15 PM 0 5 0 1 0 6 0 0 29 8 0 37 0 0 0 1 0 1 0 1 15 0 0 16 60 10:30 PM 0 11 0 2 0 13 0 0 23 11 0 34 0 0 0 0 0 0 0 1 28 0 0 29 76 10:45 PM 0 7 0 1 0 8 0 0 18 8 0 26 0 0 1 0 0 1 0 1 8 0 0 9 44 Total 0 32 0 4 0 36 0 0 94 35 0 129 0 0 1 2 0 3 0 5 63 0 0 68 236 11:00 PM 0 7 0 0 0 7 0 0 18 8 0 26 0 0 0 0 0 0 0 1 10 0 0 11 44 11:15 PM 0 3 0 1 0 4 0 0 21 3 0 24 0 0 0 0 0 0 0 0 9 0 0 9 37 11:30 PM 0 1 0 1 0 2 0 0 15 6 0 21 0 0 0 0 0 0 0 0 11 0 0 11 34 11:45 PM 0 7 0 3 0 10 0 0 10 12 0 22 0 0 0 0 0 0 0 0 10 0 0 10 42 Total 0 18 0 5 0 23 0 0 64 29 0 93 0 0 0 0 0 0 0 1 40 0 0 41 157 Grand Total 0 1279 1 196 7 1483 3 20 3148 1363 7 4541 0 3 2 42 10 57 1 190 3059 7 2 3259 9340 Apprch %0 86.2 0.1 13.2 0.5 0.1 0.4 69.3 30 0.2 0 5.3 3.5 73.7 17.5 0 5.8 93.9 0.2 0.1 Total %0 13.7 0 2.1 0.1 15.9 0 0.2 33.7 14.6 0.1 48.6 0 0 0 0.4 0.1 0.6 0 2 32.8 0.1 0 34.9 Cars +0 1273 1 195 6 1475 3 20 3143 1359 7 4532 0 3 2 42 8 55 1 190 3048 5 1 3245 9307 % Cars +0 99.5 100 99.5 85.7 99.5 100 100 99.8 99.7 100 99.8 0 100 100 100 80 96.5 100 100 99.6 71.4 50 99.6 99.6 Trucks 0 6 0 1 1 8 0 0 5 4 0 9 0 0 0 0 2 2 0 0 11 2 1 14 33 % Trucks 0 0.5 0 0.5 14.3 0.5 0 0 0.2 0.3 0 0.2 0 0 0 0 20 3.5 0 0 0.4 28.6 50 0.4 0.4 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C70 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-27-18 Site Code : 3 Start Date : 1/27/2018 Page No : 5 Interlachen Boulevard & Summit Avenue Edina, MN Brookside Avenue I n t e r l a c h e n B o u l e v a r d I n t e r l a c h e n B o u l e v a r d Summit Avenue Right 195 1 196 Thru 1 0 1 Left 1273 6 1279 UTrn 0 0 0 Peds 6 1 7 InOut Total1551 1475 3026 4 8 12 1555 3038 1483 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 1 3 5 9 4 1 3 6 3 T h r u 3 1 4 3 5 3 1 4 8 L e f t 2 0 0 2 0 U T r n 3 0 3 P e d s 7 0 7 O u t T o t a l I n 4 3 6 3 4 5 3 2 8 8 9 5 1 7 9 2 6 4 3 8 0 8 9 2 1 4 5 4 1 Ou t 3 0 3 In 0 0 0 Tot a l 3 0 3 UTrn0 0 0 Left3 0 3 Thru2 0 2 Right42 0 42 Peds8 2 10 Out TotalIn 26 55 81 2 2 4 28 85 57 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 1 0 1 Le f t 19 0 0 19 0 Th r u 30 4 8 11 30 5 9 Ri g h t 5 2 7 Pe d s 1 1 2 To t a l Ou t In 33 4 1 3 2 4 5 6 5 8 6 6 1 4 2 0 33 4 7 66 0 6 32 5 9 Out 1 0 1 In 0 0 0 Tot a l 1 0 1 1/27/2018 12:00 AM1/27/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C71 Spack Consulting File Name : 3 - Interlachen Blvd & Summit Ave, 1-27-18 Site Code : 3 Start Date : 1/27/2018 Page No : 6 Interlachen Boulevard & Summit Avenue Edina, MN Brookside Avenue From North Interlachen Boulevard From East Summit Avenue From South Interlachen Boulevard From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:45 AM 08:45 AM 0 25 0 4 0 29 0 0 58 12 0 70 0 0 0 0 0 0 0 2 68 0 0 70 169 09:00 AM 0 25 0 0 0 25 0 0 36 14 0 50 0 0 0 1 0 1 1 6 57 0 0 64 140 09:15 AM 0 22 0 2 0 24 0 0 39 18 0 57 0 0 0 1 0 1 0 2 49 1 0 52 134 09:30 AM 0 30 0 3 1 34 1 0 46 22 0 69 0 0 0 0 0 0 0 3 54 0 0 57 160 Total Volume 0 102 0 9 1 112 1 0 179 66 0 246 0 0 0 2 0 2 1 13 228 1 0 243 603 % App. Total 0 91.1 0 8 0.9 0.4 0 72.8 26.8 0 0 0 0 100 0 0.4 5.3 93.8 0.4 0 PHF .000 .850 .000 .563 .250 .824 .250 .000 .772 .750 .000 .879 .000 .000 .000 .500 .000 .500 .250 .542 .838 .250 .000 .868 .892 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 20 0 5 0 25 0 0 85 26 0 111 0 0 0 0 0 0 0 4 59 1 1 65 201 12:15 PM 0 32 0 4 0 36 0 1 49 33 0 83 0 0 0 1 0 1 0 4 58 0 0 62 182 12:30 PM 0 20 0 8 0 28 0 0 57 35 0 92 0 0 0 0 0 0 0 7 60 1 0 68 188 12:45 PM 0 24 0 3 0 27 0 1 58 37 1 97 0 0 0 1 0 1 0 4 64 0 0 68 193 Total Volume 0 96 0 20 0 116 0 2 249 131 1 383 0 0 0 2 0 2 0 19 241 2 1 263 764 % App. Total 0 82.8 0 17.2 0 0 0.5 65 34.2 0.3 0 0 0 100 0 0 7.2 91.6 0.8 0.4 PHF .000 .750 .000 .625 .000 .806 .000 .500 .732 .885 .250 .863 .000 .000 .000 .500 .000 .500 .000 .679 .941 .500 .250 .967 .950 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 27 0 2 0 29 1 0 72 30 0 103 0 0 0 0 0 0 0 5 68 0 0 73 205 04:15 PM 0 21 0 4 0 25 0 0 72 30 0 102 0 0 0 1 0 1 0 3 66 1 0 70 198 04:30 PM 0 34 0 3 0 37 0 1 48 32 0 81 0 0 0 1 0 1 0 3 71 1 1 76 195 04:45 PM 0 35 0 2 0 37 0 1 57 36 0 94 0 0 0 2 1 3 0 4 66 0 0 70 204 Total Volume 0 117 0 11 0 128 1 2 249 128 0 380 0 0 0 4 1 5 0 15 271 2 1 289 802 % App. Total 0 91.4 0 8.6 0 0.3 0.5 65.5 33.7 0 0 0 0 80 20 0 5.2 93.8 0.7 0.3 PHF .000 .836 .000 .688 .000 .865 .250 .500 .865 .889 .000 .922 .000 .000 .000 .500 .250 .417 .000 .750 .954 .500 .250 .951 .978 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C72 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-17-18 Site Code : 4 Start Date : 1/17/2018 Page No : 1 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 12:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 12:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 01:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 01:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 01:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 01:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 02:00 AM 0 0 0 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 1 0 1 0 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5 03:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 04:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:45 AM 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 12 Total 0 0 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 18 05:00 AM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10 05:15 AM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 05:30 AM 0 0 0 0 1 1 0 0 12 1 0 13 0 0 0 0 0 0 0 0 0 0 0 0 14 05:45 AM 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 14 Total 0 0 0 0 1 1 0 0 43 1 0 44 0 0 0 0 0 0 0 0 0 0 0 0 45 06:00 AM 0 0 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 0 0 0 0 0 0 0 25 06:15 AM 0 0 0 0 0 0 0 0 38 1 0 39 0 0 0 0 0 0 0 0 0 0 0 0 39 06:30 AM 0 0 0 0 0 0 0 0 39 0 0 39 0 0 0 0 0 0 0 0 0 0 0 0 39 06:45 AM 0 0 0 0 0 0 0 0 70 1 0 71 0 0 0 0 0 0 0 0 0 0 0 0 71 Total 0 0 0 0 0 0 0 0 172 2 0 174 0 0 0 0 0 0 0 0 0 0 0 0 174 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C73 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-17-18 Site Code : 4 Start Date : 1/17/2018 Page No : 2 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 84 0 0 84 0 0 0 0 0 0 0 0 0 0 0 0 84 07:15 AM 0 0 0 0 0 0 0 0 114 0 0 114 0 0 0 0 0 0 0 0 0 0 0 0 114 07:30 AM 0 0 0 0 1 1 0 0 132 0 0 132 0 0 0 0 0 0 0 0 0 0 0 0 133 07:45 AM 0 0 0 0 0 0 0 0 146 0 0 146 0 0 0 0 0 0 0 0 0 0 0 0 146 Total 0 0 0 0 1 1 0 0 476 0 0 476 0 0 0 0 0 0 0 0 0 0 0 0 477 08:00 AM 0 0 0 0 2 2 0 0 184 0 0 184 0 0 0 0 0 0 0 0 0 0 0 0 186 08:15 AM 0 0 0 0 0 0 0 0 149 0 0 149 0 0 0 0 0 0 0 0 0 0 0 0 149 08:30 AM 0 0 0 0 0 0 0 0 135 0 0 135 0 0 0 0 0 0 0 0 0 0 0 0 135 08:45 AM 0 0 0 0 0 0 0 0 130 0 0 130 0 0 0 0 0 0 0 0 0 0 0 0 130 Total 0 0 0 0 2 2 0 0 598 0 0 598 0 0 0 0 0 0 0 0 0 0 0 0 600 09:00 AM 0 0 0 0 0 0 0 0 151 1 0 152 0 0 0 0 0 0 0 0 0 0 0 0 152 09:15 AM 0 0 0 0 1 1 0 0 104 0 0 104 0 0 0 0 0 0 0 0 0 0 0 0 105 09:30 AM 0 0 0 0 2 2 0 0 95 0 0 95 0 0 0 0 0 0 0 0 0 0 0 0 97 09:45 AM 0 0 0 0 0 0 0 0 91 0 0 91 0 0 0 0 0 0 0 0 0 0 0 0 91 Total 0 0 0 0 3 3 0 0 441 1 0 442 0 0 0 0 0 0 0 0 0 0 0 0 445 10:00 AM 0 0 0 0 0 0 0 0 80 1 0 81 0 0 0 0 0 0 0 0 0 0 0 0 81 10:15 AM 0 0 0 0 0 0 0 0 73 0 0 73 0 0 0 0 0 0 0 0 0 0 0 0 73 10:30 AM 0 0 0 0 0 0 0 0 80 1 0 81 0 0 0 0 0 0 0 0 0 0 0 0 81 10:45 AM 0 0 0 0 0 0 0 0 101 2 0 103 0 0 0 0 0 0 0 0 0 0 0 0 103 Total 0 0 0 0 0 0 0 0 334 4 0 338 0 0 0 0 0 0 0 0 0 0 0 0 338 11:00 AM 0 0 0 0 0 0 0 0 89 0 0 89 0 0 0 0 0 0 0 0 0 0 0 0 89 11:15 AM 0 0 0 0 0 0 0 0 80 0 0 80 0 0 0 0 0 0 0 0 0 0 0 0 80 11:30 AM 0 0 0 0 0 0 0 0 95 0 0 95 0 0 0 0 0 0 0 0 0 0 0 0 95 11:45 AM 0 0 0 0 0 0 0 0 130 0 0 130 0 0 0 0 0 0 0 0 0 0 0 0 130 Total 0 0 0 0 0 0 0 0 394 0 0 394 0 0 0 0 0 0 0 0 0 0 0 0 394 12:00 PM 0 0 0 0 0 0 0 0 106 1 0 107 0 0 0 0 0 0 0 0 0 0 0 0 107 12:15 PM 0 0 0 0 0 0 0 0 92 0 0 92 0 0 0 0 0 0 0 0 0 0 0 0 92 12:30 PM 0 0 0 0 1 1 0 0 94 0 0 94 0 0 0 0 0 0 0 0 0 0 0 0 95 12:45 PM 0 0 0 0 0 0 0 0 118 0 0 118 0 0 0 0 0 0 0 0 0 0 0 0 118 Total 0 0 0 0 1 1 0 0 410 1 0 411 0 0 0 0 0 0 0 0 0 0 0 0 412 01:00 PM 0 0 0 0 0 0 0 0 86 1 0 87 0 0 0 0 0 0 0 0 0 0 0 0 87 01:15 PM 0 0 0 0 0 0 0 0 97 0 0 97 0 0 0 0 0 0 0 0 0 0 0 0 97 01:30 PM 0 0 0 0 0 0 0 0 87 1 0 88 0 0 0 0 0 0 0 0 0 0 0 0 88 01:45 PM 0 0 0 0 1 1 0 0 90 0 0 90 0 0 0 0 0 0 0 0 0 0 0 0 91 Total 0 0 0 0 1 1 0 0 360 2 0 362 0 0 0 0 0 0 0 0 0 0 0 0 363 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C74 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-17-18 Site Code : 4 Start Date : 1/17/2018 Page No : 3 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 0 0 0 0 0 0 88 0 0 88 0 0 0 0 0 0 0 0 0 0 0 0 88 02:15 PM 0 0 0 0 2 2 0 0 107 0 0 107 0 0 0 0 0 0 0 0 0 0 0 0 109 02:30 PM 0 0 0 1 0 1 0 0 89 1 1 91 0 0 0 0 0 0 0 0 0 0 0 0 92 02:45 PM 0 0 0 0 0 0 0 0 104 0 0 104 0 0 0 0 0 0 0 0 0 0 0 0 104 Total 0 0 0 1 2 3 0 0 388 1 1 390 0 0 0 0 0 0 0 0 0 0 0 0 393 03:00 PM 0 0 0 0 0 0 0 0 113 0 0 113 0 0 0 0 0 0 0 0 0 0 0 0 113 03:15 PM 0 0 0 0 0 0 0 0 132 1 0 133 0 0 0 0 0 0 0 0 0 0 0 0 133 03:30 PM 0 0 0 0 0 0 0 0 102 0 0 102 0 0 0 0 0 0 0 0 0 0 0 0 102 03:45 PM 0 0 0 0 0 0 0 0 163 0 0 163 0 0 0 0 0 0 0 0 0 0 0 0 163 Total 0 0 0 0 0 0 0 0 510 1 0 511 0 0 0 0 0 0 0 0 0 0 0 0 511 04:00 PM 0 0 0 1 1 2 0 0 105 0 0 105 0 0 0 0 0 0 0 0 0 0 0 0 107 04:15 PM 0 0 0 0 1 1 0 0 122 0 0 122 0 0 0 0 0 0 0 0 0 0 0 0 123 04:30 PM 0 0 0 0 1 1 0 0 113 1 0 114 0 0 0 0 0 0 0 0 0 0 0 0 115 04:45 PM 0 0 0 1 0 1 0 0 114 0 0 114 0 0 0 0 0 0 0 0 0 0 0 0 115 Total 0 0 0 2 3 5 0 0 454 1 0 455 0 0 0 0 0 0 0 0 0 0 0 0 460 05:00 PM 0 0 0 0 0 0 0 0 127 0 0 127 0 0 0 0 0 0 0 0 0 0 0 0 127 05:15 PM 0 0 0 0 0 0 0 0 121 1 0 122 0 0 0 0 0 0 0 0 0 0 0 0 122 05:30 PM 0 0 0 0 1 1 0 0 127 0 0 127 0 0 0 0 0 0 0 0 0 0 0 0 128 05:45 PM 0 0 0 0 0 0 0 0 130 0 0 130 0 0 0 0 0 0 0 0 0 0 0 0 130 Total 0 0 0 0 1 1 0 0 505 1 0 506 0 0 0 0 0 0 0 0 0 0 0 0 507 06:00 PM 0 0 0 0 3 3 0 0 117 1 0 118 0 0 0 0 0 0 0 0 0 0 0 0 121 06:15 PM 0 0 0 0 0 0 0 0 106 0 0 106 0 0 0 0 0 0 0 0 0 0 0 0 106 06:30 PM 0 0 0 0 0 0 0 0 90 1 0 91 0 0 0 0 0 0 0 0 0 0 0 0 91 06:45 PM 0 0 0 0 0 0 0 0 84 1 0 85 0 0 0 0 0 0 0 0 0 0 0 0 85 Total 0 0 0 0 3 3 0 0 397 3 0 400 0 0 0 0 0 0 0 0 0 0 0 0 403 07:00 PM 0 0 0 1 0 1 0 0 85 0 0 85 0 0 0 0 0 0 0 0 0 0 0 0 86 07:15 PM 0 0 0 0 0 0 0 0 70 0 0 70 0 0 0 0 0 0 0 0 0 0 0 0 70 07:30 PM 0 0 0 0 0 0 0 0 85 0 0 85 0 0 0 0 0 0 0 0 0 0 0 0 85 07:45 PM 0 0 0 1 0 1 0 0 71 0 0 71 0 0 0 0 0 0 0 0 0 0 0 0 72 Total 0 0 0 2 0 2 0 0 311 0 0 311 0 0 0 0 0 0 0 0 0 0 0 0 313 08:00 PM 0 0 0 0 0 0 0 0 62 0 0 62 0 0 0 0 0 0 0 0 0 0 0 0 62 08:15 PM 0 0 0 0 0 0 0 0 52 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 52 08:30 PM 0 0 0 0 0 0 0 0 52 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 52 08:45 PM 0 0 0 0 0 0 0 0 61 0 0 61 0 0 0 0 0 0 0 0 0 0 0 0 61 Total 0 0 0 0 0 0 0 0 227 0 0 227 0 0 0 0 0 0 0 0 0 0 0 0 227 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C75 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-17-18 Site Code : 4 Start Date : 1/17/2018 Page No : 4 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 0 34 0 0 34 0 0 0 0 0 0 0 0 0 0 0 0 34 09:15 PM 0 0 0 0 0 0 0 0 23 0 0 23 0 0 0 0 0 0 0 0 0 0 0 0 23 09:30 PM 0 0 0 0 0 0 0 0 26 0 0 26 0 0 0 0 0 0 0 0 0 0 0 0 26 09:45 PM 0 0 0 0 0 0 0 0 17 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 17 Total 0 0 0 0 0 0 0 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 100 10:00 PM 0 0 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 20 10:15 PM 0 0 0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 21 10:30 PM 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 14 10:45 PM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10 Total 0 0 0 0 0 0 0 0 65 0 0 65 0 0 0 0 0 0 0 0 0 0 0 0 65 11:00 PM 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 11:15 PM 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 11:30 PM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 11:45 PM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 Total 0 0 0 0 0 0 0 0 30 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 30 Grand Total 0 0 0 6 18 24 0 0 6259 18 1 6278 0 0 0 0 0 0 0 0 0 0 0 0 6302 Apprch %0 0 0 25 75 0 0 99.7 0.3 0 0 0 0 0 0 0 0 0 0 0 Total %0 0 0 0.1 0.3 0.4 0 0 99.3 0.3 0 99.6 0 0 0 0 0 0 0 0 0 0 0 0 Cars +0 0 0 6 16 22 0 0 6104 18 1 6123 0 0 0 0 0 0 0 0 0 0 0 0 6145 % Cars +0 0 0 100 88.9 91.7 0 0 97.5 100 100 97.5 0 0 0 0 0 0 0 0 0 0 0 0 97.5 Trucks 0 0 0 0 2 2 0 0 155 0 0 155 0 0 0 0 0 0 0 0 0 0 0 0 157 % Trucks 0 0 0 0 11.1 8.3 0 0 2.5 0 0 2.5 0 0 0 0 0 0 0 0 0 0 0 0 2.5 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C76 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-17-18 Site Code : 4 Start Date : 1/17/2018 Page No : 5 Vernon Avenue & Site Access Edina, MN Site Access V e r n o n A v e n u e V e r n o n A v e n u e Right 6 0 6 Thru 0 0 0 Left 0 0 0 UTrn 0 0 0 Peds 16 2 18 InOut Total18 22 40 0 2 2 18 42 24 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 1 8 0 1 8 T h r u 6 1 0 4 1 5 5 6 2 5 9 L e f t 0 0 0 U T r n 0 0 0 P e d s 1 0 1 O u t T o t a l I n 0 6 1 2 3 6 1 2 3 0 1 5 5 1 5 5 0 6 2 7 8 6 2 7 8 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left0 0 0 Thru0 0 0 Right0 0 0 Peds0 0 0 Out TotalIn 0 0 0 0 0 0 0 0 0 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 0 0 0 Th r u 0 0 0 Ri g h t 0 0 0 Pe d s 0 0 0 To t a l Ou t In 61 1 0 0 6 1 1 0 15 5 0 1 5 5 62 6 5 62 6 5 0 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/17/2018 12:00 AM1/17/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C77 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-17-18 Site Code : 4 Start Date : 1/17/2018 Page No : 6 Vernon Avenue & Site Access Edina, MN Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 0 0 0 146 0 0 146 0 0 0 0 0 0 0 0 0 0 0 0 146 08:00 AM 0 0 0 0 2 2 0 0 184 0 0 184 0 0 0 0 0 0 0 0 0 0 0 0 186 08:15 AM 0 0 0 0 0 0 0 0 149 0 0 149 0 0 0 0 0 0 0 0 0 0 0 0 149 08:30 AM 0 0 0 0 0 0 0 0 135 0 0 135 0 0 0 0 0 0 0 0 0 0 0 0 135 Total Volume 0 0 0 0 2 2 0 0 614 0 0 614 0 0 0 0 0 0 0 0 0 0 0 0 616 % App. Total 0 0 0 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .250 .250 .000 .000 .834 .000 .000 .834 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .828 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 0 0 0 0 0 0 0 0 95 0 0 95 0 0 0 0 0 0 0 0 0 0 0 0 95 11:45 AM 0 0 0 0 0 0 0 0 130 0 0 130 0 0 0 0 0 0 0 0 0 0 0 0 130 12:00 PM 0 0 0 0 0 0 0 0 106 1 0 107 0 0 0 0 0 0 0 0 0 0 0 0 107 12:15 PM 0 0 0 0 0 0 0 0 92 0 0 92 0 0 0 0 0 0 0 0 0 0 0 0 92 Total Volume 0 0 0 0 0 0 0 0 423 1 0 424 0 0 0 0 0 0 0 0 0 0 0 0 424 % App. Total 0 0 0 0 0 0 0 99.8 0.2 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .813 .250 .000 .815 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .815 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 0 0 0 0 0 0 0 0 113 0 0 113 0 0 0 0 0 0 0 0 0 0 0 0 113 03:15 PM 0 0 0 0 0 0 0 0 132 1 0 133 0 0 0 0 0 0 0 0 0 0 0 0 133 03:30 PM 0 0 0 0 0 0 0 0 102 0 0 102 0 0 0 0 0 0 0 0 0 0 0 0 102 03:45 PM 0 0 0 0 0 0 0 0 163 0 0 163 0 0 0 0 0 0 0 0 0 0 0 0 163 Total Volume 0 0 0 0 0 0 0 0 510 1 0 511 0 0 0 0 0 0 0 0 0 0 0 0 511 % App. Total 0 0 0 0 0 0 0 99.8 0.2 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .782 .250 .000 .784 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .784 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C78 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-18-18 Site Code : 4 Start Date : 1/18/2018 Page No : 1 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 12:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 12:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 01:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 01:15 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 01:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:45 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 11 02:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 02:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 03:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 04:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 AM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 04:45 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 Total 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 12 05:00 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 05:15 AM 0 0 0 0 1 1 0 0 8 0 0 8 0 0 0 0 1 1 0 0 0 0 0 0 10 05:30 AM 0 0 0 0 0 0 0 0 16 1 0 17 0 0 0 0 0 0 0 0 0 0 0 0 17 05:45 AM 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 12 Total 0 0 0 0 1 1 0 0 41 1 0 42 0 0 0 0 1 1 0 0 0 0 0 0 44 06:00 AM 0 0 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 18 06:15 AM 0 0 0 0 0 0 0 0 28 0 0 28 0 0 0 0 0 0 0 0 0 0 0 0 28 06:30 AM 0 0 0 0 0 0 0 0 46 0 0 46 0 0 0 0 0 0 0 0 0 0 0 0 46 06:45 AM 0 0 0 0 0 0 0 0 64 0 0 64 0 0 0 0 0 0 0 0 0 0 0 0 64 Total 0 0 0 0 0 0 0 0 156 0 0 156 0 0 0 0 0 0 0 0 0 0 0 0 156 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C79 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-18-18 Site Code : 4 Start Date : 1/18/2018 Page No : 2 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 76 0 0 76 0 0 0 0 0 0 0 0 0 0 0 0 76 07:15 AM 0 0 0 0 0 0 0 0 102 1 0 103 0 0 0 0 0 0 0 0 0 0 0 0 103 07:30 AM 0 0 0 0 0 0 0 0 136 1 0 137 0 0 0 0 0 0 0 0 0 0 0 0 137 07:45 AM 0 0 0 0 0 0 0 0 155 0 0 155 0 0 0 0 0 0 0 0 0 0 0 0 155 Total 0 0 0 0 0 0 0 0 469 2 0 471 0 0 0 0 0 0 0 0 0 0 0 0 471 08:00 AM 0 0 0 0 2 2 0 0 166 0 0 166 0 0 0 0 0 0 0 0 0 0 0 0 168 08:15 AM 0 0 0 1 0 1 0 0 109 1 0 110 0 0 0 0 0 0 0 0 0 0 0 0 111 08:30 AM 0 0 0 1 0 1 0 0 113 0 0 113 0 0 0 0 0 0 0 0 0 0 0 0 114 08:45 AM 0 0 0 0 0 0 0 0 127 0 0 127 0 0 0 0 0 0 0 0 0 0 0 0 127 Total 0 0 0 2 2 4 0 0 515 1 0 516 0 0 0 0 0 0 0 0 0 0 0 0 520 09:00 AM 0 0 0 0 1 1 0 0 136 0 0 136 0 0 0 0 0 0 0 0 0 0 0 0 137 09:15 AM 0 0 0 0 1 1 0 0 103 1 0 104 0 0 0 0 0 0 0 0 0 0 0 0 105 09:30 AM 0 0 0 0 1 1 0 0 90 0 0 90 0 0 0 0 0 0 0 0 0 0 0 0 91 09:45 AM 0 0 0 0 0 0 0 0 82 1 0 83 0 0 0 0 0 0 0 0 0 0 0 0 83 Total 0 0 0 0 3 3 0 0 411 2 0 413 0 0 0 0 0 0 0 0 0 0 0 0 416 10:00 AM 0 0 0 1 0 1 0 0 86 0 0 86 0 0 0 0 0 0 0 0 0 0 0 0 87 10:15 AM 0 0 0 0 0 0 0 0 85 0 0 85 0 0 0 0 0 0 0 0 0 0 0 0 85 10:30 AM 0 0 0 0 0 0 0 0 81 1 0 82 0 0 0 0 0 0 0 0 0 0 0 0 82 10:45 AM 0 0 0 0 0 0 0 0 94 0 0 94 0 0 0 0 0 0 0 0 0 0 0 0 94 Total 0 0 0 1 0 1 0 0 346 1 0 347 0 0 0 0 0 0 0 0 0 0 0 0 348 11:00 AM 0 0 0 0 1 1 0 0 85 0 0 85 0 0 0 0 0 0 0 0 0 0 0 0 86 11:15 AM 0 0 0 0 0 0 0 0 94 0 0 94 0 0 0 0 0 0 0 0 0 0 0 0 94 11:30 AM 0 0 0 1 0 1 0 0 89 0 0 89 0 0 0 0 0 0 0 0 0 0 0 0 90 11:45 AM 0 0 0 0 3 3 0 0 111 0 0 111 0 0 0 0 0 0 0 0 0 0 0 0 114 Total 0 0 0 1 4 5 0 0 379 0 0 379 0 0 0 0 0 0 0 0 0 0 0 0 384 12:00 PM 0 0 0 0 1 1 0 0 103 0 0 103 0 0 0 0 0 0 0 0 0 0 0 0 104 12:15 PM 0 0 0 3 0 3 0 0 95 1 0 96 0 0 0 0 0 0 0 0 0 0 0 0 99 12:30 PM 0 0 0 0 0 0 0 0 103 0 0 103 0 0 0 0 0 0 0 0 0 0 0 0 103 12:45 PM 0 0 0 1 0 1 0 0 114 1 0 115 0 0 0 0 0 0 0 0 0 0 0 0 116 Total 0 0 0 4 1 5 0 0 415 2 0 417 0 0 0 0 0 0 0 0 0 0 0 0 422 01:00 PM 0 0 0 1 2 3 0 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 103 01:15 PM 0 0 0 0 1 1 0 0 103 0 0 103 0 0 0 0 0 0 0 0 0 0 0 0 104 01:30 PM 0 0 0 0 0 0 0 0 92 0 0 92 0 0 0 0 0 0 0 0 0 0 0 0 92 01:45 PM 0 0 0 1 0 1 0 0 108 0 0 108 0 0 0 0 0 0 0 0 0 0 0 0 109 Total 0 0 0 2 3 5 0 0 403 0 0 403 0 0 0 0 0 0 0 0 0 0 0 0 408 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C80 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-18-18 Site Code : 4 Start Date : 1/18/2018 Page No : 3 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 0 0 0 0 0 0 97 0 0 97 0 0 0 0 0 0 0 0 0 0 0 0 97 02:15 PM 0 0 0 0 2 2 0 0 99 0 0 99 0 0 0 0 0 0 0 0 0 0 0 0 101 02:30 PM 0 0 0 1 0 1 0 0 105 0 0 105 0 0 0 0 0 0 0 0 0 0 0 0 106 02:45 PM 0 0 0 0 2 2 0 0 100 1 0 101 0 0 0 0 0 0 0 0 0 0 0 0 103 Total 0 0 0 1 4 5 0 0 401 1 0 402 0 0 0 0 0 0 0 0 0 0 0 0 407 03:00 PM 0 0 0 1 2 3 0 0 120 0 0 120 0 0 0 0 0 0 0 0 0 0 0 0 123 03:15 PM 0 0 0 0 1 1 0 0 110 0 0 110 0 0 0 0 0 0 0 0 0 0 0 0 111 03:30 PM 0 0 0 0 0 0 0 0 123 0 0 123 0 0 0 0 0 0 0 0 0 0 0 0 123 03:45 PM 0 0 0 0 1 1 0 0 135 1 0 136 0 0 0 0 0 0 0 0 0 0 0 0 137 Total 0 0 0 1 4 5 0 0 488 1 0 489 0 0 0 0 0 0 0 0 0 0 0 0 494 04:00 PM 0 0 0 0 2 2 0 0 94 0 0 94 0 0 0 0 0 0 0 0 0 0 0 0 96 04:15 PM 0 0 0 0 0 0 0 0 127 0 0 127 0 0 0 0 0 0 0 0 0 0 0 0 127 04:30 PM 0 0 0 2 1 3 0 0 124 1 0 125 0 0 0 0 0 0 0 0 0 0 0 0 128 04:45 PM 0 0 0 0 1 1 0 0 113 0 0 113 0 0 0 0 0 0 0 0 0 0 0 0 114 Total 0 0 0 2 4 6 0 0 458 1 0 459 0 0 0 0 0 0 0 0 0 0 0 0 465 05:00 PM 0 0 0 0 0 0 0 0 124 0 0 124 0 0 0 0 0 0 0 0 0 0 0 0 124 05:15 PM 0 0 0 0 2 2 0 0 134 0 0 134 0 0 0 0 0 0 0 0 0 0 0 0 136 05:30 PM 0 0 0 0 0 0 0 0 116 0 0 116 0 0 0 0 1 1 0 0 0 0 0 0 117 05:45 PM 0 0 0 0 0 0 0 0 122 0 0 122 0 0 0 0 0 0 0 0 0 0 0 0 122 Total 0 0 0 0 2 2 0 0 496 0 0 496 0 0 0 0 1 1 0 0 0 0 0 0 499 06:00 PM 0 0 0 0 1 1 0 0 125 1 0 126 0 0 0 0 0 0 0 0 0 0 0 0 127 06:15 PM 0 0 0 0 0 0 0 0 90 0 0 90 0 0 0 0 0 0 0 0 0 0 0 0 90 06:30 PM 0 0 0 1 0 1 0 0 97 2 0 99 0 0 0 0 0 0 0 0 0 0 0 0 100 06:45 PM 0 0 0 0 0 0 0 0 65 0 0 65 0 0 0 0 0 0 0 0 0 0 0 0 65 Total 0 0 0 1 1 2 0 0 377 3 0 380 0 0 0 0 0 0 0 0 0 0 0 0 382 07:00 PM 0 0 0 0 1 1 0 0 73 0 0 73 0 0 0 0 0 0 0 0 0 0 0 0 74 07:15 PM 0 0 0 0 0 0 0 0 68 0 0 68 0 0 0 0 0 0 0 0 0 0 0 0 68 07:30 PM 0 0 0 0 0 0 0 0 67 0 0 67 0 0 0 0 0 0 0 0 0 0 0 0 67 07:45 PM 0 0 0 1 0 1 0 0 50 0 0 50 0 0 0 0 0 0 0 0 0 0 0 0 51 Total 0 0 0 1 1 2 0 0 258 0 0 258 0 0 0 0 0 0 0 0 0 0 0 0 260 08:00 PM 0 0 0 0 0 0 0 0 64 0 0 64 0 0 0 0 0 0 0 0 0 0 0 0 64 08:15 PM 0 0 0 0 0 0 0 0 41 0 0 41 0 0 0 0 0 0 0 0 0 0 0 0 41 08:30 PM 0 0 0 0 0 0 0 0 42 0 0 42 0 0 0 0 0 0 0 0 0 0 0 0 42 08:45 PM 0 0 0 0 1 1 0 0 41 0 0 41 0 0 0 0 0 0 0 0 0 0 0 0 42 Total 0 0 0 0 1 1 0 0 188 0 0 188 0 0 0 0 0 0 0 0 0 0 0 0 189 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C81 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-18-18 Site Code : 4 Start Date : 1/18/2018 Page No : 4 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 0 41 0 0 41 0 0 0 0 0 0 0 0 0 0 0 0 41 09:15 PM 0 0 0 0 0 0 0 0 47 0 0 47 0 0 0 0 0 0 0 0 0 0 0 0 47 09:30 PM 0 0 0 0 0 0 0 0 44 0 0 44 0 0 0 0 0 0 0 0 0 0 0 0 44 09:45 PM 0 0 0 0 0 0 0 0 27 0 0 27 0 0 0 0 0 0 0 0 0 0 0 0 27 Total 0 0 0 0 0 0 0 0 159 0 0 159 0 0 0 0 0 0 0 0 0 0 0 0 159 10:00 PM 0 0 0 0 0 0 0 0 22 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0 22 10:15 PM 0 0 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 18 10:30 PM 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 14 10:45 PM 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 Total 0 0 0 0 0 0 0 0 62 0 0 62 0 0 0 0 0 0 0 0 0 0 0 0 62 11:00 PM 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 12 11:15 PM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 11:30 PM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 11:45 PM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 Total 0 0 0 0 0 0 0 0 30 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 30 Grand Total 0 0 0 16 31 47 0 0 6097 15 0 6112 0 0 0 0 2 2 0 0 0 0 0 0 6161 Apprch %0 0 0 34 66 0 0 99.8 0.2 0 0 0 0 0 100 0 0 0 0 0 Total %0 0 0 0.3 0.5 0.8 0 0 99 0.2 0 99.2 0 0 0 0 0 0 0 0 0 0 0 0 Cars +0 0 0 16 29 45 0 0 5923 15 0 5938 0 0 0 0 2 2 0 0 0 0 0 0 5985 % Cars +0 0 0 100 93.5 95.7 0 0 97.1 100 0 97.2 0 0 0 0 100 100 0 0 0 0 0 0 97.1 Trucks 0 0 0 0 2 2 0 0 174 0 0 174 0 0 0 0 0 0 0 0 0 0 0 0 176 % Trucks 0 0 0 0 6.5 4.3 0 0 2.9 0 0 2.8 0 0 0 0 0 0 0 0 0 0 0 0 2.9 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C82 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-18-18 Site Code : 4 Start Date : 1/18/2018 Page No : 5 Vernon Avenue & Site Access Edina, MN Site Access V e r n o n A v e n u e V e r n o n A v e n u e Right 16 0 16 Thru 0 0 0 Left 0 0 0 UTrn 0 0 0 Peds 29 2 31 InOut Total15 45 60 0 2 2 15 62 47 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 1 5 0 1 5 T h r u 5 9 2 3 1 7 4 6 0 9 7 L e f t 0 0 0 U T r n 0 0 0 P e d s 0 0 0 O u t T o t a l I n 0 5 9 3 8 5 9 3 8 0 1 7 4 1 7 4 0 6 1 1 2 6 1 1 2 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left0 0 0 Thru0 0 0 Right0 0 0 Peds2 0 2 Out TotalIn 0 2 2 0 0 0 0 2 2 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 0 0 0 Th r u 0 0 0 Ri g h t 0 0 0 Pe d s 0 0 0 To t a l Ou t In 59 3 9 0 5 9 3 9 17 4 0 1 7 4 61 1 3 61 1 3 0 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/18/2018 12:00 AM1/18/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C83 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-18-18 Site Code : 4 Start Date : 1/18/2018 Page No : 6 Vernon Avenue & Site Access Edina, MN Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 0 0 0 136 1 0 137 0 0 0 0 0 0 0 0 0 0 0 0 137 07:45 AM 0 0 0 0 0 0 0 0 155 0 0 155 0 0 0 0 0 0 0 0 0 0 0 0 155 08:00 AM 0 0 0 0 2 2 0 0 166 0 0 166 0 0 0 0 0 0 0 0 0 0 0 0 168 08:15 AM 0 0 0 1 0 1 0 0 109 1 0 110 0 0 0 0 0 0 0 0 0 0 0 0 111 Total Volume 0 0 0 1 2 3 0 0 566 2 0 568 0 0 0 0 0 0 0 0 0 0 0 0 571 % App. Total 0 0 0 33.3 66.7 0 0 99.6 0.4 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .250 .250 .375 .000 .000 .852 .500 .000 .855 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .850 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 0 0 0 0 0 0 0 0 103 0 0 103 0 0 0 0 0 0 0 0 0 0 0 0 103 12:45 PM 0 0 0 1 0 1 0 0 114 1 0 115 0 0 0 0 0 0 0 0 0 0 0 0 116 01:00 PM 0 0 0 1 2 3 0 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 103 01:15 PM 0 0 0 0 1 1 0 0 103 0 0 103 0 0 0 0 0 0 0 0 0 0 0 0 104 Total Volume 0 0 0 2 3 5 0 0 420 1 0 421 0 0 0 0 0 0 0 0 0 0 0 0 426 % App. Total 0 0 0 40 60 0 0 99.8 0.2 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .500 .375 .417 .000 .000 .921 .250 .000 .915 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .918 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 2 1 3 0 0 124 1 0 125 0 0 0 0 0 0 0 0 0 0 0 0 128 04:45 PM 0 0 0 0 1 1 0 0 113 0 0 113 0 0 0 0 0 0 0 0 0 0 0 0 114 05:00 PM 0 0 0 0 0 0 0 0 124 0 0 124 0 0 0 0 0 0 0 0 0 0 0 0 124 05:15 PM 0 0 0 0 2 2 0 0 134 0 0 134 0 0 0 0 0 0 0 0 0 0 0 0 136 Total Volume 0 0 0 2 4 6 0 0 495 1 0 496 0 0 0 0 0 0 0 0 0 0 0 0 502 % App. Total 0 0 0 33.3 66.7 0 0 99.8 0.2 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .250 .500 .500 .000 .000 .924 .250 .000 .925 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .923 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C84 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-27-18 Site Code : 4 Start Date : 1/27/2018 Page No : 1 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 12:15 AM 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 12:30 AM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10 12:45 AM 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 Total 0 0 0 0 0 0 0 0 34 0 0 34 0 0 0 0 0 0 0 0 0 0 0 0 34 01:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 01:15 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 01:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 01:45 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 Total 0 0 0 0 0 0 0 0 16 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 16 02:00 AM 0 0 0 0 1 1 0 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 6 02:15 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 02:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 1 0 0 11 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 12 03:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03:15 AM 0 0 0 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 1 0 1 0 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 8 04:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 04:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 05:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 05:15 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 05:30 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 05:45 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 Total 0 0 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 20 06:00 AM 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 06:15 AM 0 0 0 0 0 0 0 0 7 2 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 06:30 AM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10 06:45 AM 0 0 0 0 0 0 0 0 12 1 0 13 0 0 0 0 0 0 0 0 0 0 0 0 13 Total 0 0 0 0 0 0 0 0 36 3 0 39 0 0 0 0 0 0 0 0 0 0 0 0 39 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C85 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-27-18 Site Code : 4 Start Date : 1/27/2018 Page No : 2 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 13 07:15 AM 0 0 0 0 0 0 0 0 24 0 0 24 0 0 0 0 0 0 0 0 0 0 0 0 24 07:30 AM 0 0 0 0 0 0 0 0 26 1 0 27 0 0 0 0 0 0 0 0 0 0 0 0 27 07:45 AM 0 0 0 0 0 0 0 0 28 1 0 29 0 0 0 0 0 0 0 0 0 0 0 0 29 Total 0 0 0 0 0 0 0 0 91 2 0 93 0 0 0 0 0 0 0 0 0 0 0 0 93 08:00 AM 0 0 0 0 0 0 0 0 41 0 0 41 0 0 0 0 0 0 0 0 0 0 0 0 41 08:15 AM 0 0 0 0 0 0 0 0 44 0 0 44 0 0 0 0 0 0 0 0 0 0 0 0 44 08:30 AM 0 0 0 0 0 0 0 0 60 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 60 08:45 AM 0 0 0 0 0 0 0 0 81 0 0 81 0 0 0 0 0 0 0 0 0 0 0 0 81 Total 0 0 0 0 0 0 0 0 226 0 0 226 0 0 0 0 0 0 0 0 0 0 0 0 226 09:00 AM 0 0 0 0 1 1 0 0 74 1 0 75 0 0 0 0 0 0 0 0 0 0 0 0 76 09:15 AM 0 0 0 1 0 1 0 0 72 0 0 72 0 0 0 0 0 0 0 0 0 0 0 0 73 09:30 AM 0 0 0 1 0 1 0 0 61 0 0 61 0 0 0 0 0 0 0 0 0 0 0 0 62 09:45 AM 0 0 0 0 0 0 0 0 99 0 0 99 0 0 0 0 0 0 0 0 0 0 0 0 99 Total 0 0 0 2 1 3 0 0 306 1 0 307 0 0 0 0 0 0 0 0 0 0 0 0 310 10:00 AM 0 0 0 0 0 0 0 0 89 0 0 89 0 0 0 0 0 0 0 0 0 0 0 0 89 10:15 AM 0 0 0 0 1 1 0 0 93 0 0 93 0 0 0 0 0 0 0 0 0 0 0 0 94 10:30 AM 0 0 0 0 1 1 0 0 92 1 1 94 0 0 0 0 0 0 0 0 0 0 0 0 95 10:45 AM 0 0 0 0 0 0 0 0 113 0 0 113 0 0 0 0 0 0 0 0 0 0 0 0 113 Total 0 0 0 0 2 2 0 0 387 1 1 389 0 0 0 0 0 0 0 0 0 0 0 0 391 11:00 AM 0 0 0 0 2 2 0 0 98 0 0 98 0 0 0 0 0 0 0 0 0 0 0 0 100 11:15 AM 0 0 0 0 2 2 0 0 125 0 0 125 0 0 0 0 0 0 0 0 0 0 0 0 127 11:30 AM 0 0 0 0 0 0 0 0 90 0 0 90 0 0 0 0 0 0 0 0 0 0 0 0 90 11:45 AM 0 0 0 0 3 3 0 0 79 0 0 79 0 0 0 0 0 0 0 0 0 0 0 0 82 Total 0 0 0 0 7 7 0 0 392 0 0 392 0 0 0 0 0 0 0 0 0 0 0 0 399 12:00 PM 0 0 0 0 3 3 0 0 100 1 0 101 0 0 0 0 0 0 0 0 0 0 0 0 104 12:15 PM 0 0 0 0 0 0 0 0 106 0 0 106 0 0 0 0 0 0 0 0 0 0 0 0 106 12:30 PM 0 0 0 0 0 0 0 0 85 2 0 87 0 0 0 0 0 0 0 0 0 0 0 0 87 12:45 PM 0 0 0 0 0 0 0 0 108 0 0 108 0 0 0 0 0 0 0 0 0 0 0 0 108 Total 0 0 0 0 3 3 0 0 399 3 0 402 0 0 0 0 0 0 0 0 0 0 0 0 405 01:00 PM 0 0 0 0 0 0 0 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 100 01:15 PM 0 0 0 0 0 0 0 0 103 0 0 103 0 0 0 0 0 0 0 0 0 0 0 0 103 01:30 PM 0 0 0 0 0 0 0 0 98 1 0 99 0 0 0 0 0 0 0 0 0 0 0 0 99 01:45 PM 0 0 0 0 0 0 0 0 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 100 Total 0 0 0 0 0 0 0 0 401 1 0 402 0 0 0 0 0 0 0 0 0 0 0 0 402 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C86 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-27-18 Site Code : 4 Start Date : 1/27/2018 Page No : 3 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 0 0 0 0 0 0 86 1 0 87 0 0 0 0 0 0 0 0 0 0 0 0 87 02:15 PM 0 0 0 0 0 0 0 0 108 0 0 108 0 0 0 0 0 0 0 0 0 0 0 0 108 02:30 PM 0 0 0 1 0 1 0 0 108 0 0 108 0 0 0 0 0 0 0 0 0 0 0 0 109 02:45 PM 0 0 0 0 0 0 0 0 90 1 0 91 0 0 0 0 0 0 0 0 0 0 0 0 91 Total 0 0 0 1 0 1 0 0 392 2 0 394 0 0 0 0 0 0 0 0 0 0 0 0 395 03:00 PM 0 0 0 0 0 0 0 0 104 0 0 104 0 0 0 0 0 0 0 0 0 0 0 0 104 03:15 PM 0 0 0 0 0 0 0 0 96 0 0 96 0 0 0 0 0 0 0 0 0 0 0 0 96 03:30 PM 0 0 0 0 0 0 0 0 99 0 0 99 0 0 0 0 0 0 0 0 0 0 0 0 99 03:45 PM 0 0 0 1 0 1 0 0 102 0 0 102 0 0 0 0 0 0 0 0 0 0 0 0 103 Total 0 0 0 1 0 1 0 0 401 0 0 401 0 0 0 0 0 0 0 0 0 0 0 0 402 04:00 PM 0 0 0 1 0 1 0 0 94 1 0 95 0 0 0 0 0 0 0 0 0 0 0 0 96 04:15 PM 0 0 0 0 2 2 0 0 99 0 0 99 0 0 0 0 0 0 0 0 0 0 0 0 101 04:30 PM 0 0 0 0 0 0 0 0 91 0 0 91 0 0 0 0 0 0 0 0 0 0 0 0 91 04:45 PM 0 0 0 0 0 0 0 0 84 0 0 84 0 0 0 0 0 0 0 0 0 0 0 0 84 Total 0 0 0 1 2 3 0 0 368 1 0 369 0 0 0 0 0 0 0 0 0 0 0 0 372 05:00 PM 0 0 0 0 0 0 0 0 90 0 0 90 0 0 0 0 0 0 0 0 0 0 0 0 90 05:15 PM 0 0 0 0 0 0 0 0 84 0 0 84 0 0 0 0 0 0 0 0 0 0 0 0 84 05:30 PM 0 0 0 0 0 0 0 0 61 0 0 61 0 0 0 0 0 0 0 0 0 0 0 0 61 05:45 PM 0 0 0 0 0 0 0 0 65 0 0 65 0 0 0 0 0 0 0 0 0 0 0 0 65 Total 0 0 0 0 0 0 0 0 300 0 0 300 0 0 0 0 0 0 0 0 0 0 0 0 300 06:00 PM 0 0 0 0 1 1 0 0 76 0 0 76 0 0 0 0 0 0 0 0 0 0 0 0 77 06:15 PM 0 0 0 0 0 0 0 0 53 0 0 53 0 0 0 0 0 0 0 0 0 0 0 0 53 06:30 PM 0 0 0 0 0 0 0 0 72 0 0 72 0 0 0 0 0 0 0 0 0 0 0 0 72 06:45 PM 0 0 0 0 0 0 0 0 56 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 56 Total 0 0 0 0 1 1 0 0 257 0 0 257 0 0 0 0 0 0 0 0 0 0 0 0 258 07:00 PM 0 0 0 0 0 0 0 0 61 0 0 61 0 0 0 0 0 0 0 0 0 0 0 0 61 07:15 PM 0 0 0 0 0 0 0 0 55 0 0 55 0 0 0 0 0 0 0 0 0 0 0 0 55 07:30 PM 0 0 0 0 0 0 0 0 49 0 0 49 0 0 0 0 0 0 0 0 0 0 0 0 49 07:45 PM 0 0 0 0 0 0 0 0 45 0 0 45 0 0 0 0 0 0 0 0 0 0 0 0 45 Total 0 0 0 0 0 0 0 0 210 0 0 210 0 0 0 0 0 0 0 0 0 0 0 0 210 08:00 PM 0 0 0 0 0 0 0 0 44 0 0 44 0 0 0 0 0 0 0 0 0 0 0 0 44 08:15 PM 0 0 0 0 0 0 0 0 34 0 0 34 0 0 0 0 0 0 0 0 0 0 0 0 34 08:30 PM 0 0 0 1 0 1 0 0 35 0 0 35 0 0 0 0 0 0 0 0 0 0 0 0 36 08:45 PM 0 0 0 0 0 0 0 0 22 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0 22 Total 0 0 0 1 0 1 0 0 135 0 0 135 0 0 0 0 0 0 0 0 0 0 0 0 136 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C87 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-27-18 Site Code : 4 Start Date : 1/27/2018 Page No : 4 Vernon Avenue & Site Access Edina, MN Groups Printed- Cars + - Trucks Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 0 41 0 0 41 0 0 0 0 0 0 0 0 0 0 0 0 41 09:15 PM 0 0 0 0 0 0 0 0 37 0 0 37 0 0 0 0 0 0 0 0 0 0 0 0 37 09:30 PM 0 0 0 0 0 0 0 0 45 0 0 45 0 0 0 0 0 0 0 0 0 0 0 0 45 09:45 PM 0 0 0 0 0 0 0 0 36 0 1 37 0 0 0 0 0 0 0 0 0 0 0 0 37 Total 0 0 0 0 0 0 0 0 159 0 1 160 0 0 0 0 0 0 0 0 0 0 0 0 160 10:00 PM 0 0 0 0 0 0 0 0 39 0 0 39 0 0 0 0 0 0 0 0 0 0 0 0 39 10:15 PM 0 0 0 0 0 0 0 0 41 0 0 41 0 0 0 0 0 0 0 0 0 0 0 0 41 10:30 PM 0 0 0 0 0 0 0 0 43 0 0 43 0 0 0 0 0 0 0 0 0 0 0 0 43 10:45 PM 0 0 0 0 0 0 0 0 28 0 0 28 0 0 0 0 0 0 0 0 0 0 0 0 28 Total 0 0 0 0 0 0 0 0 151 0 0 151 0 0 0 0 0 0 0 0 0 0 0 0 151 11:00 PM 0 0 0 0 0 0 0 0 19 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0 19 11:15 PM 0 0 0 0 0 0 0 0 31 0 0 31 0 0 0 0 0 0 0 0 0 0 0 0 31 11:30 PM 0 0 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 18 11:45 PM 0 0 0 0 0 0 0 0 19 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0 19 Total 0 0 0 0 0 0 0 0 87 0 0 87 0 0 0 0 0 0 0 0 0 0 0 0 87 Grand Total 0 0 0 7 17 24 0 0 4794 14 2 4810 0 0 0 0 0 0 0 0 0 0 0 0 4834 Apprch %0 0 0 29.2 70.8 0 0 99.7 0.3 0 0 0 0 0 0 0 0 0 0 0 Total %0 0 0 0.1 0.4 0.5 0 0 99.2 0.3 0 99.5 0 0 0 0 0 0 0 0 0 0 0 0 Cars +0 0 0 7 17 24 0 0 4743 14 2 4759 0 0 0 0 0 0 0 0 0 0 0 0 4783 % Cars +0 0 0 100 100 100 0 0 98.9 100 100 98.9 0 0 0 0 0 0 0 0 0 0 0 0 98.9 Trucks 0 0 0 0 0 0 0 0 51 0 0 51 0 0 0 0 0 0 0 0 0 0 0 0 51 % Trucks 0 0 0 0 0 0 0 0 1.1 0 0 1.1 0 0 0 0 0 0 0 0 0 0 0 0 1.1 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C88 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-27-18 Site Code : 4 Start Date : 1/27/2018 Page No : 5 Vernon Avenue & Site Access Edina, MN Site Access V e r n o n A v e n u e V e r n o n A v e n u e Right 7 0 7 Thru 0 0 0 Left 0 0 0 UTrn 0 0 0 Peds 17 0 17 InOut Total14 24 38 0 0 0 14 38 24 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 1 4 0 1 4 T h r u 4 7 4 3 5 1 4 7 9 4 L e f t 0 0 0 U T r n 0 0 0 P e d s 2 0 2 O u t T o t a l I n 0 4 7 5 9 4 7 5 9 0 5 1 5 1 0 4 8 1 0 4 8 1 0 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left0 0 0 Thru0 0 0 Right0 0 0 Peds0 0 0 Out TotalIn 0 0 0 0 0 0 0 0 0 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 0 0 0 Th r u 0 0 0 Ri g h t 0 0 0 Pe d s 0 0 0 To t a l Ou t In 47 5 0 0 4 7 5 0 51 0 5 1 48 0 1 48 0 1 0 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/27/2018 12:00 AM1/27/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C89 Spack Consulting File Name : 4 - Vernon Ave & Site Access, 1-27-18 Site Code : 4 Start Date : 1/27/2018 Page No : 6 Vernon Avenue & Site Access Edina, MN Site Access From North Vernon Avenue From East From South Vernon Avenue From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 09:00 AM 09:00 AM 0 0 0 0 1 1 0 0 74 1 0 75 0 0 0 0 0 0 0 0 0 0 0 0 76 09:15 AM 0 0 0 1 0 1 0 0 72 0 0 72 0 0 0 0 0 0 0 0 0 0 0 0 73 09:30 AM 0 0 0 1 0 1 0 0 61 0 0 61 0 0 0 0 0 0 0 0 0 0 0 0 62 09:45 AM 0 0 0 0 0 0 0 0 99 0 0 99 0 0 0 0 0 0 0 0 0 0 0 0 99 Total Volume 0 0 0 2 1 3 0 0 306 1 0 307 0 0 0 0 0 0 0 0 0 0 0 0 310 % App. Total 0 0 0 66.7 33.3 0 0 99.7 0.3 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .500 .250 .750 .000 .000 .773 .250 .000 .775 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .783 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 10:30 AM 10:30 AM 0 0 0 0 1 1 0 0 92 1 1 94 0 0 0 0 0 0 0 0 0 0 0 0 95 10:45 AM 0 0 0 0 0 0 0 0 113 0 0 113 0 0 0 0 0 0 0 0 0 0 0 0 113 11:00 AM 0 0 0 0 2 2 0 0 98 0 0 98 0 0 0 0 0 0 0 0 0 0 0 0 100 11:15 AM 0 0 0 0 2 2 0 0 125 0 0 125 0 0 0 0 0 0 0 0 0 0 0 0 127 Total Volume 0 0 0 0 5 5 0 0 428 1 1 430 0 0 0 0 0 0 0 0 0 0 0 0 435 % App. Total 0 0 0 0 100 0 0 99.5 0.2 0.2 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .625 .625 .000 .000 .856 .250 .250 .860 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .856 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM 02:15 PM 0 0 0 0 0 0 0 0 108 0 0 108 0 0 0 0 0 0 0 0 0 0 0 0 108 02:30 PM 0 0 0 1 0 1 0 0 108 0 0 108 0 0 0 0 0 0 0 0 0 0 0 0 109 02:45 PM 0 0 0 0 0 0 0 0 90 1 0 91 0 0 0 0 0 0 0 0 0 0 0 0 91 03:00 PM 0 0 0 0 0 0 0 0 104 0 0 104 0 0 0 0 0 0 0 0 0 0 0 0 104 Total Volume 0 0 0 1 0 1 0 0 410 1 0 411 0 0 0 0 0 0 0 0 0 0 0 0 412 % App. Total 0 0 0 100 0 0 0 99.8 0.2 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .250 .000 .250 .000 .000 .949 .250 .000 .951 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .945 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C90 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-17-18 Site Code : 5 Start Date : 1/17/2018 Page No : 1 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 7 12:15 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 7 12:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 12:45 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 8 Total 0 0 12 0 0 12 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 25 01:00 AM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 6 01:15 AM 0 0 5 0 0 5 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 8 01:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 5 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 Total 0 0 9 0 0 9 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 21 02:00 AM 0 0 4 1 0 5 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 7 02:15 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 02:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 Total 0 0 7 1 0 8 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 15 03:00 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 03:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 5 0 0 5 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 6 04:00 AM 0 0 7 0 0 7 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 8 04:15 AM 0 0 6 0 0 6 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 8 04:30 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 8 04:45 AM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 Total 0 0 20 0 0 20 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 28 05:00 AM 0 0 8 0 0 8 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 10 05:15 AM 0 0 19 0 0 19 0 0 0 0 0 0 0 1 5 0 0 6 0 0 0 0 0 0 25 05:30 AM 0 0 21 0 0 21 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 32 05:45 AM 0 0 25 0 0 25 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 34 Total 0 0 73 0 0 73 0 0 0 0 0 0 0 1 27 0 0 28 0 0 0 0 0 0 101 06:00 AM 0 0 33 0 0 33 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 43 06:15 AM 0 0 32 0 0 32 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 45 06:30 AM 0 0 57 0 0 57 0 0 0 0 0 0 0 0 37 0 1 38 0 0 0 0 0 0 95 06:45 AM 0 0 88 0 0 88 0 0 0 0 0 0 0 0 36 0 0 36 0 0 0 0 0 0 124 Total 0 0 210 0 0 210 0 0 0 0 0 0 0 0 96 0 1 97 0 0 0 0 0 0 307 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C91 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-17-18 Site Code : 5 Start Date : 1/17/2018 Page No : 2 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 101 0 0 101 0 0 0 0 0 0 0 0 53 0 0 53 0 0 0 0 0 0 154 07:15 AM 0 0 151 0 0 151 0 0 0 0 0 0 0 0 60 0 0 60 0 0 0 0 1 1 212 07:30 AM 0 0 158 0 0 158 0 0 0 0 0 0 0 0 80 0 1 81 0 0 0 0 0 0 239 07:45 AM 0 0 162 0 0 162 0 0 0 0 0 0 0 0 87 0 0 87 0 0 0 0 0 0 249 Total 0 0 572 0 0 572 0 0 0 0 0 0 0 0 280 0 1 281 0 0 0 0 1 1 854 08:00 AM 0 0 170 0 0 170 0 0 0 0 0 0 0 0 94 0 1 95 0 0 0 0 1 1 266 08:15 AM 0 0 161 0 0 161 0 0 0 0 0 0 0 0 102 0 0 102 0 0 0 0 0 0 263 08:30 AM 0 0 139 1 0 140 0 0 0 0 0 0 0 0 72 0 0 72 0 0 0 1 0 1 213 08:45 AM 0 0 138 0 0 138 0 0 0 0 0 0 0 0 78 0 0 78 0 0 0 0 0 0 216 Total 0 0 608 1 0 609 0 0 0 0 0 0 0 0 346 0 1 347 0 0 0 1 1 2 958 09:00 AM 0 0 146 0 0 146 0 0 0 0 0 0 0 0 96 0 0 96 0 0 0 0 0 0 242 09:15 AM 0 0 91 2 0 93 0 0 0 0 0 0 0 1 96 0 1 98 0 0 0 0 0 0 191 09:30 AM 0 0 106 0 0 106 0 0 0 0 0 0 0 0 60 0 1 61 0 0 0 1 0 1 168 09:45 AM 0 0 76 0 0 76 0 0 0 0 0 0 0 0 67 0 0 67 0 0 0 0 0 0 143 Total 0 0 419 2 0 421 0 0 0 0 0 0 0 1 319 0 2 322 0 0 0 1 0 1 744 10:00 AM 0 0 74 0 0 74 0 0 0 0 0 0 0 0 71 0 0 71 0 0 0 0 0 0 145 10:15 AM 0 0 76 0 0 76 0 0 0 0 0 0 0 0 64 0 0 64 0 0 0 0 0 0 140 10:30 AM 0 0 74 0 0 74 0 0 0 0 0 0 0 0 67 0 0 67 0 0 0 0 0 0 141 10:45 AM 0 0 75 0 0 75 0 0 0 0 0 0 0 1 75 0 0 76 0 0 0 0 0 0 151 Total 0 0 299 0 0 299 0 0 0 0 0 0 0 1 277 0 0 278 0 0 0 0 0 0 577 11:00 AM 0 0 74 0 1 75 0 0 0 0 0 0 0 0 66 0 1 67 0 0 0 0 0 0 142 11:15 AM 0 0 80 0 0 80 0 0 0 0 0 0 0 0 73 0 0 73 0 0 0 0 0 0 153 11:30 AM 0 0 89 0 0 89 0 0 0 0 0 0 0 0 80 0 0 80 0 0 0 0 0 0 169 11:45 AM 0 0 85 0 0 85 0 0 0 0 0 0 0 0 78 0 0 78 0 1 0 2 0 3 166 Total 0 0 328 0 1 329 0 0 0 0 0 0 0 0 297 0 1 298 0 1 0 2 0 3 630 12:00 PM 0 0 85 0 0 85 0 0 0 0 0 0 0 0 89 0 0 89 0 0 0 0 0 0 174 12:15 PM 0 0 78 0 0 78 0 0 0 0 0 0 0 0 89 0 0 89 0 0 0 0 0 0 167 12:30 PM 0 0 79 0 0 79 0 0 0 0 0 0 0 0 70 0 0 70 0 0 0 0 0 0 149 12:45 PM 0 0 77 0 0 77 0 0 0 0 0 0 0 0 72 0 0 72 0 0 0 0 0 0 149 Total 0 0 319 0 0 319 0 0 0 0 0 0 0 0 320 0 0 320 0 0 0 0 0 0 639 01:00 PM 0 0 97 0 0 97 0 0 0 0 0 0 0 0 71 0 0 71 0 0 0 0 0 0 168 01:15 PM 0 0 59 0 0 59 0 0 0 0 0 0 0 0 84 0 0 84 0 0 0 0 0 0 143 01:30 PM 0 0 74 0 0 74 0 0 0 0 0 0 0 0 82 0 0 82 0 1 0 1 0 2 158 01:45 PM 0 0 70 0 0 70 0 0 0 0 0 0 0 0 75 0 0 75 0 0 0 0 0 0 145 Total 0 0 300 0 0 300 0 0 0 0 0 0 0 0 312 0 0 312 0 1 0 1 0 2 614 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C92 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-17-18 Site Code : 5 Start Date : 1/17/2018 Page No : 3 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 88 0 0 88 0 0 0 0 0 0 0 0 75 0 0 75 0 1 0 0 0 1 164 02:15 PM 0 0 82 0 0 82 0 0 0 0 0 0 0 0 93 0 0 93 0 0 0 0 0 0 175 02:30 PM 0 0 86 0 0 86 0 0 0 0 0 0 0 0 91 0 0 91 0 0 0 0 1 1 178 02:45 PM 0 0 96 0 0 96 0 0 0 0 0 0 0 0 92 0 0 92 0 0 0 0 0 0 188 Total 0 0 352 0 0 352 0 0 0 0 0 0 0 0 351 0 0 351 0 1 0 0 1 2 705 03:00 PM 0 0 92 0 0 92 0 0 0 0 1 1 0 0 99 0 0 99 0 0 0 0 0 0 192 03:15 PM 0 0 111 0 0 111 0 0 0 0 0 0 0 0 125 0 0 125 0 0 0 0 0 0 236 03:30 PM 0 0 103 0 0 103 0 0 0 0 0 0 0 0 139 0 0 139 0 0 0 0 0 0 242 03:45 PM 0 0 127 0 0 127 0 0 0 0 0 0 0 0 124 0 0 124 0 0 0 1 2 3 254 Total 0 0 433 0 0 433 0 0 0 0 1 1 0 0 487 0 0 487 0 0 0 1 2 3 924 04:00 PM 0 0 122 0 0 122 0 0 0 0 0 0 0 0 129 0 0 129 0 0 0 0 0 0 251 04:15 PM 0 0 119 0 0 119 0 0 0 0 0 0 0 0 148 0 0 148 0 0 0 0 2 2 269 04:30 PM 0 0 140 0 0 140 0 0 0 0 0 0 0 0 150 0 0 150 0 0 0 0 0 0 290 04:45 PM 0 0 139 0 0 139 0 0 0 0 0 0 0 0 162 0 0 162 0 0 0 0 1 1 302 Total 0 0 520 0 0 520 0 0 0 0 0 0 0 0 589 0 0 589 0 0 0 0 3 3 1112 05:00 PM 0 0 143 0 0 143 0 0 0 0 0 0 0 0 182 0 0 182 0 0 0 0 0 0 325 05:15 PM 0 0 149 0 0 149 0 0 0 0 0 0 0 0 189 0 0 189 0 0 0 0 0 0 338 05:30 PM 0 0 120 0 0 120 0 0 0 0 0 0 0 0 148 0 0 148 0 0 0 1 0 1 269 05:45 PM 0 0 109 0 0 109 0 0 0 0 0 0 0 0 162 0 0 162 0 0 0 0 0 0 271 Total 0 0 521 0 0 521 0 0 0 0 0 0 0 0 681 0 0 681 0 0 0 1 0 1 1203 06:00 PM 0 0 107 0 0 107 0 0 0 0 0 0 0 0 138 0 1 139 0 0 0 0 0 0 246 06:15 PM 0 0 121 0 0 121 0 0 0 0 0 0 0 0 122 0 0 122 0 0 0 0 0 0 243 06:30 PM 0 0 65 0 0 65 0 0 0 0 0 0 0 0 108 0 0 108 0 0 0 0 0 0 173 06:45 PM 0 0 73 0 0 73 0 0 0 0 0 0 0 0 84 0 0 84 0 0 0 0 0 0 157 Total 0 0 366 0 0 366 0 0 0 0 0 0 0 0 452 0 1 453 0 0 0 0 0 0 819 07:00 PM 0 0 63 0 0 63 0 0 0 0 0 0 0 0 78 0 0 78 0 0 0 1 0 1 142 07:15 PM 0 0 69 0 0 69 0 0 0 0 0 0 0 0 87 0 0 87 0 0 0 0 0 0 156 07:30 PM 0 0 51 0 0 51 0 0 0 0 0 0 0 0 63 0 0 63 0 0 0 0 0 0 114 07:45 PM 0 0 57 0 0 57 0 0 0 0 0 0 0 0 88 0 0 88 0 0 0 1 0 1 146 Total 0 0 240 0 0 240 0 0 0 0 0 0 0 0 316 0 0 316 0 0 0 2 0 2 558 08:00 PM 0 0 53 0 0 53 0 0 0 0 0 0 0 0 67 0 0 67 0 0 0 0 0 0 120 08:15 PM 0 0 47 0 0 47 0 0 0 0 0 0 0 0 58 0 0 58 0 0 0 0 0 0 105 08:30 PM 0 0 43 0 0 43 0 0 0 0 0 0 0 0 55 0 0 55 0 0 0 0 0 0 98 08:45 PM 0 0 43 0 0 43 0 0 0 0 0 0 0 0 42 0 0 42 0 0 0 0 0 0 85 Total 0 0 186 0 0 186 0 0 0 0 0 0 0 0 222 0 0 222 0 0 0 0 0 0 408 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C93 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-17-18 Site Code : 5 Start Date : 1/17/2018 Page No : 4 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 29 0 0 29 0 0 0 0 0 0 0 0 44 0 0 44 0 0 0 0 0 0 73 09:15 PM 0 0 53 0 0 53 0 0 0 0 0 0 0 0 30 0 0 30 0 0 0 0 0 0 83 09:30 PM 0 0 30 0 0 30 0 0 0 0 0 0 0 0 29 0 0 29 0 0 0 0 0 0 59 09:45 PM 0 0 25 0 0 25 0 0 0 0 0 0 0 0 15 0 0 15 0 0 0 0 0 0 40 Total 0 0 137 0 0 137 0 0 0 0 0 0 0 0 118 0 0 118 0 0 0 0 0 0 255 10:00 PM 0 0 21 0 0 21 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 35 10:15 PM 0 0 20 0 0 20 0 0 0 0 0 0 0 0 15 0 0 15 0 0 0 0 0 0 35 10:30 PM 0 0 9 1 0 10 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 23 10:45 PM 0 0 9 0 0 9 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 1 0 1 19 Total 0 0 59 1 0 60 0 0 0 0 0 0 0 0 51 0 0 51 0 0 0 1 0 1 112 11:00 PM 0 0 12 0 0 12 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 22 11:15 PM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 11 11:30 PM 0 0 6 0 0 6 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 12 11:45 PM 0 0 6 0 0 6 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 16 Total 0 0 28 0 0 28 0 0 0 0 0 0 0 0 33 0 0 33 0 0 0 0 0 0 61 Grand Total 0 0 6023 5 1 6029 0 0 0 0 1 1 0 3 5615 0 7 5625 0 3 0 10 8 21 11676 Apprch %0 0 99.9 0.1 0 0 0 0 0 100 0 0.1 99.8 0 0.1 0 14.3 0 47.6 38.1 Total %0 0 51.6 0 0 51.6 0 0 0 0 0 0 0 0 48.1 0 0.1 48.2 0 0 0 0.1 0.1 0.2 Cars +0 0 5937 5 1 5943 0 0 0 0 0 0 0 3 5515 0 7 5525 0 3 0 10 6 19 11487 % Cars +0 0 98.6 100 100 98.6 0 0 0 0 0 0 0 100 98.2 0 100 98.2 0 100 0 100 75 90.5 98.4 Trucks 0 0 86 0 0 86 0 0 0 0 1 1 0 0 100 0 0 100 0 0 0 0 2 2 189 % Trucks 0 0 1.4 0 0 1.4 0 0 0 0 100 100 0 0 1.8 0 0 1.8 0 0 0 0 25 9.5 1.6 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C94 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-17-18 Site Code : 5 Start Date : 1/17/2018 Page No : 5 Interlachen Boulevard & Site Access Edina, MN Interlachen Boulevard S i t e A c c e s s Interlachen Boulevard Right 5 0 5 Thru 5937 86 6023 Left 0 0 0 UTrn 0 0 0 Peds 1 0 1 InOut Total5518 5943 11461 100 86 186 5618 11647 6029 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 0 0 0 T h r u 0 0 0 L e f t 0 0 0 U T r n 0 0 0 P e d s 0 1 1 O u t T o t a l I n 0 0 0 0 1 1 0 1 1 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left3 0 3 Thru5515 100 5615 Right0 0 0 Peds7 0 7 Out TotalIn 5947 5525 11472 86 100 186 6033 11658 5625 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 3 0 3 Th r u 0 0 0 Ri g h t 10 0 10 Pe d s 6 2 8 To t a l Ou t In 8 1 9 2 7 0 2 2 8 29 21 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/17/2018 12:00 AM1/17/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C95 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-17-18 Site Code : 5 Start Date : 1/17/2018 Page No : 6 Interlachen Boulevard & Site Access Edina, MN Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 158 0 0 158 0 0 0 0 0 0 0 0 80 0 1 81 0 0 0 0 0 0 239 07:45 AM 0 0 162 0 0 162 0 0 0 0 0 0 0 0 87 0 0 87 0 0 0 0 0 0 249 08:00 AM 0 0 170 0 0 170 0 0 0 0 0 0 0 0 94 0 1 95 0 0 0 0 1 1 266 08:15 AM 0 0 161 0 0 161 0 0 0 0 0 0 0 0 102 0 0 102 0 0 0 0 0 0 263 Total Volume 0 0 651 0 0 651 0 0 0 0 0 0 0 0 363 0 2 365 0 0 0 0 1 1 1017 % App. Total 0 0 100 0 0 0 0 0 0 0 0 0 99.5 0 0.5 0 0 0 0 100 PHF .000 .000 .957 .000 .000 .957 .000 .000 .000 .000 .000 .000 .000 .000 .890 .000 .500 .895 .000 .000 .000 .000 .250 .250 .956 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 0 0 89 0 0 89 0 0 0 0 0 0 0 0 80 0 0 80 0 0 0 0 0 0 169 11:45 AM 0 0 85 0 0 85 0 0 0 0 0 0 0 0 78 0 0 78 0 1 0 2 0 3 166 12:00 PM 0 0 85 0 0 85 0 0 0 0 0 0 0 0 89 0 0 89 0 0 0 0 0 0 174 12:15 PM 0 0 78 0 0 78 0 0 0 0 0 0 0 0 89 0 0 89 0 0 0 0 0 0 167 Total Volume 0 0 337 0 0 337 0 0 0 0 0 0 0 0 336 0 0 336 0 1 0 2 0 3 676 % App. Total 0 0 100 0 0 0 0 0 0 0 0 0 100 0 0 0 33.3 0 66.7 0 PHF .000 .000 .947 .000 .000 .947 .000 .000 .000 .000 .000 .000 .000 .000 .944 .000 .000 .944 .000 .250 .000 .250 .000 .250 .971 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 140 0 0 140 0 0 0 0 0 0 0 0 150 0 0 150 0 0 0 0 0 0 290 04:45 PM 0 0 139 0 0 139 0 0 0 0 0 0 0 0 162 0 0 162 0 0 0 0 1 1 302 05:00 PM 0 0 143 0 0 143 0 0 0 0 0 0 0 0 182 0 0 182 0 0 0 0 0 0 325 05:15 PM 0 0 149 0 0 149 0 0 0 0 0 0 0 0 189 0 0 189 0 0 0 0 0 0 338 Total Volume 0 0 571 0 0 571 0 0 0 0 0 0 0 0 683 0 0 683 0 0 0 0 1 1 1255 % App. Total 0 0 100 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 100 PHF .000 .000 .958 .000 .000 .958 .000 .000 .000 .000 .000 .000 .000 .000 .903 .000 .000 .903 .000 .000 .000 .000 .250 .250 .928 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C96 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-18-18 Site Code : 5 Start Date : 1/18/2018 Page No : 1 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 5 12:15 AM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 12 12:30 AM 0 0 5 0 0 5 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 11 12:45 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 8 Total 0 0 16 0 0 16 0 0 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 0 36 01:00 AM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 01:15 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 5 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 01:45 AM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 6 Total 0 0 10 0 0 10 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 16 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 02:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 Total 0 0 3 0 0 3 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 8 03:00 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 03:30 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 6 03:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 Total 0 0 8 0 0 8 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 12 04:00 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 04:15 AM 0 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 04:30 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 8 04:45 AM 0 0 9 0 0 9 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 10 Total 0 0 23 0 0 23 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 29 05:00 AM 0 0 13 0 0 13 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 17 05:15 AM 0 0 15 0 0 15 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 20 05:30 AM 0 0 29 0 0 29 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 37 05:45 AM 0 0 22 0 0 22 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 33 Total 0 0 79 0 0 79 0 0 0 0 0 0 0 0 28 0 0 28 0 0 0 0 0 0 107 06:00 AM 0 0 24 0 0 24 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 28 06:15 AM 0 0 47 0 0 47 0 0 0 0 0 0 0 0 15 0 1 16 0 0 0 0 0 0 63 06:30 AM 0 0 54 0 0 54 0 0 0 0 0 0 0 0 27 0 0 27 0 0 0 0 0 0 81 06:45 AM 0 0 74 0 0 74 0 0 0 0 0 0 0 1 48 0 0 49 0 0 0 0 0 0 123 Total 0 0 199 0 0 199 0 0 0 0 0 0 0 1 94 0 1 96 0 0 0 0 0 0 295 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C97 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-18-18 Site Code : 5 Start Date : 1/18/2018 Page No : 2 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 82 0 0 82 0 0 0 0 0 0 0 0 48 0 0 48 0 0 0 0 0 0 130 07:15 AM 0 0 128 0 0 128 0 0 0 0 0 0 0 0 67 0 0 67 0 1 0 1 0 2 197 07:30 AM 0 0 159 0 0 159 0 0 0 0 0 0 0 0 80 0 0 80 0 0 0 0 1 1 240 07:45 AM 0 0 144 0 0 144 0 0 0 0 0 0 0 0 90 0 0 90 0 0 0 0 0 0 234 Total 0 0 513 0 0 513 0 0 0 0 0 0 0 0 285 0 0 285 0 1 0 1 1 3 801 08:00 AM 0 0 155 0 0 155 0 0 0 0 0 0 0 0 84 0 0 84 0 0 0 0 1 1 240 08:15 AM 0 0 151 0 0 151 0 0 0 0 0 0 0 1 105 0 0 106 0 0 0 0 2 2 259 08:30 AM 0 0 122 1 0 123 0 0 0 0 0 0 0 0 107 0 0 107 0 0 0 0 1 1 231 08:45 AM 0 0 117 0 0 117 0 0 0 0 1 1 1 0 72 0 0 73 0 0 0 0 0 0 191 Total 0 0 545 1 0 546 0 0 0 0 1 1 1 1 368 0 0 370 0 0 0 0 4 4 921 09:00 AM 0 0 113 0 0 113 0 0 0 0 0 0 0 0 54 0 0 54 0 0 0 0 0 0 167 09:15 AM 0 0 113 0 0 113 0 0 0 0 0 0 0 0 80 0 0 80 0 0 0 0 0 0 193 09:30 AM 0 0 82 0 0 82 0 0 0 0 0 0 0 0 67 0 0 67 0 0 0 0 0 0 149 09:45 AM 0 0 77 0 0 77 0 0 0 0 0 0 0 0 65 0 0 65 0 0 0 0 0 0 142 Total 0 0 385 0 0 385 0 0 0 0 0 0 0 0 266 0 0 266 0 0 0 0 0 0 651 10:00 AM 0 0 65 0 0 65 0 0 0 0 0 0 0 0 68 0 0 68 0 0 0 0 0 0 133 10:15 AM 0 0 94 0 0 94 0 0 0 0 0 0 0 0 59 0 0 59 0 0 0 0 0 0 153 10:30 AM 0 0 85 0 0 85 0 0 0 0 0 0 0 0 65 0 0 65 0 0 0 0 0 0 150 10:45 AM 0 0 62 0 0 62 0 0 0 0 0 0 0 0 60 0 0 60 0 0 0 0 0 0 122 Total 0 0 306 0 0 306 0 0 0 0 0 0 0 0 252 0 0 252 0 0 0 0 0 0 558 11:00 AM 0 0 81 0 0 81 0 0 0 0 0 0 0 0 74 0 1 75 0 0 0 0 0 0 156 11:15 AM 0 0 78 0 0 78 0 0 0 0 0 0 0 0 78 0 0 78 0 0 0 0 0 0 156 11:30 AM 0 0 100 1 0 101 0 0 0 0 0 0 0 0 66 0 0 66 0 0 0 0 0 0 167 11:45 AM 0 0 82 0 0 82 0 0 0 0 0 0 0 0 76 0 0 76 0 0 0 0 0 0 158 Total 0 0 341 1 0 342 0 0 0 0 0 0 0 0 294 0 1 295 0 0 0 0 0 0 637 12:00 PM 0 0 82 1 0 83 0 0 0 0 0 0 0 0 85 0 0 85 0 1 0 0 0 1 169 12:15 PM 0 0 87 1 0 88 0 0 0 0 0 0 0 1 81 0 0 82 0 0 0 0 0 0 170 12:30 PM 0 0 85 0 0 85 0 0 0 0 0 0 0 0 86 0 1 87 0 0 0 0 0 0 172 12:45 PM 0 0 99 0 0 99 0 0 0 0 0 0 0 0 89 0 0 89 0 0 0 0 0 0 188 Total 0 0 353 2 0 355 0 0 0 0 0 0 0 1 341 0 1 343 0 1 0 0 0 1 699 01:00 PM 0 0 85 0 0 85 0 0 0 0 0 0 0 0 78 0 2 80 0 0 0 0 2 2 167 01:15 PM 0 0 108 1 0 109 0 0 0 0 0 0 0 0 83 0 0 83 0 0 0 0 0 0 192 01:30 PM 0 0 80 0 0 80 0 0 0 0 0 0 0 1 77 0 0 78 0 0 0 0 0 0 158 01:45 PM 0 0 93 0 0 93 0 0 0 0 1 1 0 2 88 0 0 90 0 0 0 0 0 0 184 Total 0 0 366 1 0 367 0 0 0 0 1 1 0 3 326 0 2 331 0 0 0 0 2 2 701 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C98 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-18-18 Site Code : 5 Start Date : 1/18/2018 Page No : 3 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 80 0 0 80 0 0 0 0 1 1 0 0 80 0 0 80 0 0 0 1 0 1 162 02:15 PM 0 0 86 0 0 86 0 0 0 0 0 0 0 0 83 0 1 84 0 0 0 0 0 0 170 02:30 PM 0 0 76 0 0 76 0 0 0 0 0 0 0 0 108 0 0 108 0 0 0 0 0 0 184 02:45 PM 0 0 94 0 0 94 0 0 0 0 0 0 0 0 116 0 0 116 0 0 0 0 0 0 210 Total 0 0 336 0 0 336 0 0 0 0 1 1 0 0 387 0 1 388 0 0 0 1 0 1 726 03:00 PM 0 0 103 1 0 104 0 0 0 0 0 0 0 1 94 0 0 95 0 0 0 0 0 0 199 03:15 PM 0 0 98 0 0 98 0 0 0 0 0 0 0 0 124 0 0 124 0 0 0 0 1 1 223 03:30 PM 0 0 100 0 0 100 0 0 0 0 0 0 0 1 134 0 0 135 0 0 0 0 0 0 235 03:45 PM 0 0 130 0 0 130 0 0 0 0 0 0 0 0 117 0 0 117 0 0 0 0 0 0 247 Total 0 0 431 1 0 432 0 0 0 0 0 0 0 2 469 0 0 471 0 0 0 0 1 1 904 04:00 PM 0 0 99 0 0 99 0 0 0 0 0 0 0 0 136 0 0 136 0 0 0 0 0 0 235 04:15 PM 0 0 105 1 0 106 0 0 0 0 2 2 0 1 148 0 0 149 0 1 0 1 0 2 259 04:30 PM 0 0 135 1 0 136 0 0 0 0 0 0 0 1 151 0 0 152 0 0 0 0 1 1 289 04:45 PM 0 0 121 0 0 121 0 0 0 0 0 0 0 0 150 0 1 151 0 0 0 0 0 0 272 Total 0 0 460 2 0 462 0 0 0 0 2 2 0 2 585 0 1 588 0 1 0 1 1 3 1055 05:00 PM 0 0 142 0 0 142 0 0 0 0 0 0 0 0 176 0 0 176 0 0 0 0 1 1 319 05:15 PM 0 0 122 0 0 122 0 0 0 0 0 0 0 1 160 0 0 161 0 0 0 0 0 0 283 05:30 PM 0 0 124 0 0 124 0 0 0 0 0 0 0 1 161 0 0 162 0 0 0 0 0 0 286 05:45 PM 0 0 111 0 0 111 0 0 0 0 0 0 0 0 134 0 0 134 0 0 0 0 0 0 245 Total 0 0 499 0 0 499 0 0 0 0 0 0 0 2 631 0 0 633 0 0 0 0 1 1 1133 06:00 PM 0 0 105 1 0 106 0 0 0 0 0 0 0 0 129 0 0 129 0 0 0 0 1 1 236 06:15 PM 0 0 83 0 0 83 0 0 0 0 0 0 1 0 113 0 0 114 0 0 0 0 0 0 197 06:30 PM 0 0 77 0 0 77 0 0 0 0 0 0 0 2 120 0 0 122 0 0 0 0 0 0 199 06:45 PM 0 0 74 0 0 74 0 0 0 0 0 0 0 1 95 0 0 96 0 0 0 0 0 0 170 Total 0 0 339 1 0 340 0 0 0 0 0 0 1 3 457 0 0 461 0 0 0 0 1 1 802 07:00 PM 0 0 78 0 0 78 0 0 0 0 0 0 0 0 91 0 0 91 0 0 0 0 0 0 169 07:15 PM 0 0 73 0 0 73 0 0 0 0 0 0 0 0 77 0 0 77 0 0 0 0 0 0 150 07:30 PM 0 0 52 0 0 52 0 0 0 0 0 0 0 0 72 0 0 72 0 0 0 0 0 0 124 07:45 PM 0 0 58 0 0 58 0 0 0 0 0 0 0 0 53 0 0 53 0 0 0 0 0 0 111 Total 0 0 261 0 0 261 0 0 0 0 0 0 0 0 293 0 0 293 0 0 0 0 0 0 554 08:00 PM 0 0 44 0 0 44 0 0 0 0 0 0 0 0 73 0 0 73 0 0 0 0 0 0 117 08:15 PM 0 0 31 0 0 31 0 0 0 0 0 0 0 0 51 0 0 51 0 0 0 1 0 1 83 08:30 PM 0 0 45 1 0 46 0 0 0 0 0 0 0 1 54 0 0 55 0 0 0 1 0 1 102 08:45 PM 0 0 25 0 0 25 0 0 0 0 0 0 0 0 58 0 0 58 0 0 0 1 1 2 85 Total 0 0 145 1 0 146 0 0 0 0 0 0 0 1 236 0 0 237 0 0 0 3 1 4 387 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C99 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-18-18 Site Code : 5 Start Date : 1/18/2018 Page No : 4 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 30 0 0 30 0 0 0 0 0 0 0 0 61 0 0 61 0 0 0 0 0 0 91 09:15 PM 0 0 37 0 0 37 0 0 0 0 0 0 0 0 53 0 0 53 0 0 0 0 0 0 90 09:30 PM 0 0 29 0 0 29 0 0 0 0 0 0 0 0 54 0 0 54 0 0 0 0 0 0 83 09:45 PM 0 0 23 0 0 23 0 0 0 0 0 0 0 0 34 0 0 34 0 0 0 0 0 0 57 Total 0 0 119 0 0 119 0 0 0 0 0 0 0 0 202 0 0 202 0 0 0 0 0 0 321 10:00 PM 0 0 28 0 0 28 0 0 0 0 0 0 0 0 30 0 0 30 0 0 0 0 0 0 58 10:15 PM 0 0 15 0 0 15 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 29 10:30 PM 0 0 16 0 0 16 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 29 10:45 PM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 10 Total 0 0 63 0 0 63 0 0 0 0 0 0 0 0 63 0 0 63 0 0 0 0 0 0 126 11:00 PM 0 0 13 0 0 13 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 22 11:15 PM 0 0 7 0 0 7 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 17 11:30 PM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 8 11:45 PM 0 0 7 0 0 7 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 11 Total 0 0 31 0 0 31 0 0 0 0 0 0 0 0 27 0 0 27 0 0 0 0 0 0 58 Grand Total 0 0 5831 10 0 5841 0 0 0 0 5 5 2 16 5645 0 7 5670 0 3 0 6 12 21 11537 Apprch %0 0 99.8 0.2 0 0 0 0 0 100 0 0.3 99.6 0 0.1 0 14.3 0 28.6 57.1 Total %0 0 50.5 0.1 0 50.6 0 0 0 0 0 0 0 0.1 48.9 0 0.1 49.1 0 0 0 0.1 0.1 0.2 Cars +0 0 5738 10 0 5748 0 0 0 0 0 0 2 16 5548 0 7 5573 0 3 0 6 8 17 11338 % Cars +0 0 98.4 100 0 98.4 0 0 0 0 0 0 100 100 98.3 0 100 98.3 0 100 0 100 66.7 81 98.3 Trucks 0 0 93 0 0 93 0 0 0 0 5 5 0 0 97 0 0 97 0 0 0 0 4 4 199 % Trucks 0 0 1.6 0 0 1.6 0 0 0 0 100 100 0 0 1.7 0 0 1.7 0 0 0 0 33.3 19 1.7 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C100 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-18-18 Site Code : 5 Start Date : 1/18/2018 Page No : 5 Interlachen Boulevard & Site Access Edina, MN Interlachen Boulevard S i t e A c c e s s Interlachen Boulevard Right 10 0 10 Thru 5738 93 5831 Left 0 0 0 UTrn 0 0 0 Peds 0 0 0 InOut Total5551 5748 11299 97 93 190 5648 11489 5841 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 0 0 0 T h r u 0 0 0 L e f t 0 0 0 U T r n 0 0 0 P e d s 0 5 5 O u t T o t a l I n 0 0 0 0 5 5 0 5 5 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn2 0 2 Left16 0 16 Thru5548 97 5645 Right0 0 0 Peds7 0 7 Out TotalIn 5744 5573 11317 93 97 190 5837 11507 5670 O u t 2 0 2 I n 0 0 0 T o t a l 2 0 2 UT r n 0 0 0 Le f t 3 0 3 Th r u 0 0 0 Ri g h t 6 0 6 Pe d s 8 4 12 To t a l Ou t In 26 1 7 4 3 0 4 4 26 47 21 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/18/2018 12:00 AM1/18/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C101 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-18-18 Site Code : 5 Start Date : 1/18/2018 Page No : 6 Interlachen Boulevard & Site Access Edina, MN Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 159 0 0 159 0 0 0 0 0 0 0 0 80 0 0 80 0 0 0 0 1 1 240 07:45 AM 0 0 144 0 0 144 0 0 0 0 0 0 0 0 90 0 0 90 0 0 0 0 0 0 234 08:00 AM 0 0 155 0 0 155 0 0 0 0 0 0 0 0 84 0 0 84 0 0 0 0 1 1 240 08:15 AM 0 0 151 0 0 151 0 0 0 0 0 0 0 1 105 0 0 106 0 0 0 0 2 2 259 Total Volume 0 0 609 0 0 609 0 0 0 0 0 0 0 1 359 0 0 360 0 0 0 0 4 4 973 % App. Total 0 0 100 0 0 0 0 0 0 0 0 0.3 99.7 0 0 0 0 0 0 100 PHF .000 .000 .958 .000 .000 .958 .000 .000 .000 .000 .000 .000 .000 .250 .855 .000 .000 .849 .000 .000 .000 .000 .500 .500 .939 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 0 0 85 0 0 85 0 0 0 0 0 0 0 0 86 0 1 87 0 0 0 0 0 0 172 12:45 PM 0 0 99 0 0 99 0 0 0 0 0 0 0 0 89 0 0 89 0 0 0 0 0 0 188 01:00 PM 0 0 85 0 0 85 0 0 0 0 0 0 0 0 78 0 2 80 0 0 0 0 2 2 167 01:15 PM 0 0 108 1 0 109 0 0 0 0 0 0 0 0 83 0 0 83 0 0 0 0 0 0 192 Total Volume 0 0 377 1 0 378 0 0 0 0 0 0 0 0 336 0 3 339 0 0 0 0 2 2 719 % App. Total 0 0 99.7 0.3 0 0 0 0 0 0 0 0 99.1 0 0.9 0 0 0 0 100 PHF .000 .000 .873 .250 .000 .867 .000 .000 .000 .000 .000 .000 .000 .000 .944 .000 .375 .952 .000 .000 .000 .000 .250 .250 .936 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 135 1 0 136 0 0 0 0 0 0 0 1 151 0 0 152 0 0 0 0 1 1 289 04:45 PM 0 0 121 0 0 121 0 0 0 0 0 0 0 0 150 0 1 151 0 0 0 0 0 0 272 05:00 PM 0 0 142 0 0 142 0 0 0 0 0 0 0 0 176 0 0 176 0 0 0 0 1 1 319 05:15 PM 0 0 122 0 0 122 0 0 0 0 0 0 0 1 160 0 0 161 0 0 0 0 0 0 283 Total Volume 0 0 520 1 0 521 0 0 0 0 0 0 0 2 637 0 1 640 0 0 0 0 2 2 1163 % App. Total 0 0 99.8 0.2 0 0 0 0 0 0 0 0.3 99.5 0 0.2 0 0 0 0 100 PHF .000 .000 .915 .250 .000 .917 .000 .000 .000 .000 .000 .000 .000 .500 .905 .000 .250 .909 .000 .000 .000 .000 .500 .500 .911 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C102 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-27-18 Site Code : 5 Start Date : 1/27/2018 Page No : 1 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 14 0 0 14 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 27 12:15 AM 0 0 8 0 0 8 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 19 12:30 AM 0 0 12 0 0 12 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 18 12:45 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 11 Total 0 0 36 0 0 36 0 0 0 0 0 0 0 0 39 0 0 39 0 0 0 0 0 0 75 01:00 AM 0 0 5 0 0 5 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 11 01:15 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 7 01:30 AM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 6 01:45 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 10 Total 0 0 16 0 0 16 0 0 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 34 02:00 AM 0 0 6 0 0 6 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 7 02:15 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 02:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 Total 0 0 9 0 0 9 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 13 03:00 AM 0 0 5 0 0 5 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 6 03:15 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 3 03:30 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 03:45 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 5 Total 0 0 13 0 0 13 0 0 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 17 04:00 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 6 04:15 AM 0 0 5 0 0 5 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 10 04:30 AM 0 0 4 0 0 4 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 5 04:45 AM 0 0 3 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 Total 0 0 14 0 0 14 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 0 25 05:00 AM 0 0 6 0 0 6 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 8 05:15 AM 0 0 7 0 0 7 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 10 05:30 AM 0 0 8 0 0 8 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 13 05:45 AM 0 0 11 0 0 11 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 13 Total 0 0 32 0 0 32 0 0 0 0 0 0 0 0 12 0 0 12 0 0 0 0 0 0 44 06:00 AM 0 0 7 1 0 8 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 10 06:15 AM 0 0 13 0 0 13 0 0 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 17 06:30 AM 0 0 22 1 0 23 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 32 06:45 AM 0 0 19 0 0 19 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 32 Total 0 0 61 2 0 63 0 0 0 0 0 0 0 1 27 0 0 28 0 0 0 0 0 0 91 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C103 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-27-18 Site Code : 5 Start Date : 1/27/2018 Page No : 2 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 35 0 0 35 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 45 07:15 AM 0 0 31 0 0 31 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 45 07:30 AM 0 0 36 0 0 36 0 0 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 54 07:45 AM 0 0 44 0 0 44 0 0 0 0 0 0 0 0 31 0 0 31 0 0 0 1 1 2 77 Total 0 0 146 0 0 146 0 0 0 0 0 0 0 0 73 0 0 73 0 0 0 1 1 2 221 08:00 AM 0 0 51 0 0 51 0 0 0 0 0 0 0 0 34 0 0 34 0 0 0 0 0 0 85 08:15 AM 0 0 72 3 0 75 0 0 0 0 0 0 0 6 34 0 0 40 0 0 0 0 0 0 115 08:30 AM 0 0 77 0 0 77 0 0 0 0 0 0 0 2 45 0 0 47 0 0 0 0 0 0 124 08:45 AM 0 0 101 0 0 101 0 0 0 0 0 0 0 0 70 0 0 70 0 0 0 0 1 1 172 Total 0 0 301 3 0 304 0 0 0 0 0 0 0 8 183 0 0 191 0 0 0 0 1 1 496 09:00 AM 0 0 86 1 0 87 0 0 0 0 0 0 0 0 52 0 0 52 0 0 0 0 0 0 139 09:15 AM 0 0 80 0 0 80 0 0 0 0 0 0 0 0 55 0 0 55 0 0 0 1 0 1 136 09:30 AM 0 0 88 0 0 88 0 0 0 0 0 0 0 0 70 0 0 70 0 0 0 0 0 0 158 09:45 AM 0 0 100 0 0 100 0 0 0 0 0 0 0 0 55 0 0 55 0 1 0 0 2 3 158 Total 0 0 354 1 0 355 0 0 0 0 0 0 0 0 232 0 0 232 0 1 0 1 2 4 591 10:00 AM 0 0 104 0 0 104 0 0 0 0 0 0 0 0 64 0 0 64 0 0 0 0 0 0 168 10:15 AM 0 0 109 0 0 109 0 0 0 0 0 0 0 0 57 0 0 57 0 1 0 0 0 1 167 10:30 AM 0 0 99 1 0 100 0 0 0 0 0 0 0 0 66 0 0 66 0 0 0 0 0 0 166 10:45 AM 0 0 100 0 0 100 0 0 0 0 0 0 0 0 85 0 0 85 0 0 0 0 1 1 186 Total 0 0 412 1 0 413 0 0 0 0 0 0 0 0 272 0 0 272 0 1 0 0 1 2 687 11:00 AM 0 0 90 0 0 90 0 0 0 0 0 0 0 0 73 0 0 73 0 0 0 0 0 0 163 11:15 AM 0 0 81 0 0 81 0 0 0 0 0 0 0 1 79 0 0 80 0 0 0 0 0 0 161 11:30 AM 0 0 83 1 1 85 0 0 0 0 0 0 0 1 86 0 0 87 0 0 0 0 0 0 172 11:45 AM 0 0 77 0 0 77 0 0 0 0 1 1 0 0 79 0 0 79 0 0 0 0 0 0 157 Total 0 0 331 1 1 333 0 0 0 0 1 1 0 2 317 0 0 319 0 0 0 0 0 0 653 12:00 PM 0 0 88 0 0 88 0 0 0 0 0 0 0 1 109 0 0 110 0 0 0 1 0 1 199 12:15 PM 0 0 100 0 0 100 0 0 0 0 0 0 0 0 82 0 0 82 0 0 0 0 0 0 182 12:30 PM 0 0 86 1 0 87 0 0 0 0 0 0 0 0 91 0 0 91 0 0 0 1 0 1 179 12:45 PM 0 0 95 0 0 95 0 0 0 0 0 0 0 0 91 0 0 91 0 0 0 0 0 0 186 Total 0 0 369 1 0 370 0 0 0 0 0 0 0 1 373 0 0 374 0 0 0 2 0 2 746 01:00 PM 0 0 98 0 0 98 0 0 0 0 0 0 0 0 79 0 0 79 0 0 0 0 0 0 177 01:15 PM 0 0 98 0 0 98 0 0 0 0 0 0 0 0 83 0 0 83 0 0 0 0 0 0 181 01:30 PM 0 0 84 0 0 84 0 0 0 0 0 0 0 0 87 0 0 87 0 0 0 1 0 1 172 01:45 PM 0 0 90 0 0 90 0 0 0 0 0 0 0 0 107 0 0 107 0 1 0 0 0 1 198 Total 0 0 370 0 0 370 0 0 0 0 0 0 0 0 356 0 0 356 0 1 0 1 0 2 728 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C104 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-27-18 Site Code : 5 Start Date : 1/27/2018 Page No : 3 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 97 0 0 97 0 0 0 0 0 0 0 0 86 0 0 86 0 0 0 0 0 0 183 02:15 PM 0 0 93 0 0 93 0 0 0 0 0 0 0 1 87 0 0 88 0 0 0 0 0 0 181 02:30 PM 0 0 88 0 0 88 0 0 0 0 0 0 0 1 88 0 0 89 0 0 0 0 0 0 177 02:45 PM 0 0 63 0 0 63 0 0 0 0 0 0 0 0 103 0 0 103 0 0 0 0 0 0 166 Total 0 0 341 0 0 341 0 0 0 0 0 0 0 2 364 0 0 366 0 0 0 0 0 0 707 03:00 PM 0 0 74 0 0 74 0 0 0 0 0 0 0 0 103 0 0 103 0 0 0 0 0 0 177 03:15 PM 0 0 70 0 0 70 0 0 0 0 0 0 0 0 84 0 0 84 0 0 0 0 1 1 155 03:30 PM 0 0 87 0 0 87 0 0 0 0 0 0 0 1 77 0 0 78 0 0 0 1 0 1 166 03:45 PM 0 0 81 0 0 81 0 0 0 0 0 0 0 2 85 0 0 87 0 0 0 1 0 1 169 Total 0 0 312 0 0 312 0 0 0 0 0 0 0 3 349 0 0 352 0 0 0 2 1 3 667 04:00 PM 0 0 103 1 0 104 0 0 0 0 0 0 0 2 102 0 0 104 0 0 0 2 0 2 210 04:15 PM 0 0 89 0 0 89 0 0 0 0 0 0 0 0 97 0 0 97 0 1 0 0 0 1 187 04:30 PM 0 0 107 0 0 107 0 0 0 0 0 0 0 0 79 0 0 79 0 0 0 0 0 0 186 04:45 PM 0 0 104 0 0 104 0 0 0 0 0 0 0 1 94 0 0 95 0 0 0 0 1 1 200 Total 0 0 403 1 0 404 0 0 0 0 0 0 0 3 372 0 0 375 0 1 0 2 1 4 783 05:00 PM 0 0 104 0 0 104 0 0 0 0 0 0 0 0 78 0 0 78 0 0 0 0 0 0 182 05:15 PM 0 0 81 0 0 81 0 0 0 0 0 0 0 0 88 0 0 88 0 0 0 0 1 1 170 05:30 PM 0 0 74 0 0 74 0 0 0 0 0 0 0 0 81 0 0 81 0 0 0 0 0 0 155 05:45 PM 0 0 80 0 0 80 0 0 0 0 0 0 0 0 82 0 0 82 0 0 0 0 0 0 162 Total 0 0 339 0 0 339 0 0 0 0 0 0 0 0 329 0 0 329 0 0 0 0 1 1 669 06:00 PM 0 0 74 0 0 74 0 0 0 0 0 0 0 0 95 0 0 95 0 0 0 0 0 0 169 06:15 PM 0 0 74 0 0 74 0 0 0 0 0 0 0 0 74 0 0 74 0 0 0 0 0 0 148 06:30 PM 0 0 66 0 0 66 0 0 0 0 0 0 0 0 89 0 0 89 0 0 0 0 0 0 155 06:45 PM 0 0 67 0 0 67 0 0 0 0 0 0 0 0 65 0 0 65 0 0 0 0 0 0 132 Total 0 0 281 0 0 281 0 0 0 0 0 0 0 0 323 0 0 323 0 0 0 0 0 0 604 07:00 PM 0 0 45 0 0 45 0 0 0 0 0 0 0 0 60 0 0 60 0 0 0 0 0 0 105 07:15 PM 0 0 41 0 0 41 0 0 0 0 0 0 0 0 60 0 0 60 0 0 0 0 0 0 101 07:30 PM 0 0 46 0 0 46 0 0 0 0 0 0 0 0 50 0 0 50 0 0 0 0 0 0 96 07:45 PM 0 0 43 0 0 43 0 0 0 0 0 0 0 0 42 0 0 42 0 0 0 0 0 0 85 Total 0 0 175 0 0 175 0 0 0 0 0 0 0 0 212 0 0 212 0 0 0 0 0 0 387 08:00 PM 0 0 32 1 0 33 0 0 0 0 0 0 0 0 50 0 0 50 0 0 0 0 0 0 83 08:15 PM 0 0 29 0 0 29 0 0 0 0 0 0 0 0 52 0 0 52 0 0 0 1 0 1 82 08:30 PM 0 0 29 0 0 29 0 0 0 0 0 0 0 1 36 0 0 37 0 0 0 0 0 0 66 08:45 PM 0 0 28 0 0 28 0 0 0 0 0 0 0 0 39 0 0 39 0 1 0 0 0 1 68 Total 0 0 118 1 0 119 0 0 0 0 0 0 0 1 177 0 0 178 0 1 0 1 0 2 299 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C105 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-27-18 Site Code : 5 Start Date : 1/27/2018 Page No : 4 Interlachen Boulevard & Site Access Edina, MN Groups Printed- Cars + - Trucks Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 28 0 0 28 0 0 0 0 0 0 0 0 42 0 0 42 0 0 0 0 0 0 70 09:15 PM 0 0 41 0 0 41 0 0 0 0 0 0 0 0 51 0 0 51 0 0 0 0 0 0 92 09:30 PM 0 0 35 0 0 35 0 0 0 0 0 0 0 0 38 0 0 38 0 0 0 0 0 0 73 09:45 PM 0 0 31 0 0 31 0 0 0 0 0 0 0 0 34 0 0 34 0 0 0 0 0 0 65 Total 0 0 135 0 0 135 0 0 0 0 0 0 0 0 165 0 0 165 0 0 0 0 0 0 300 10:00 PM 0 0 27 0 0 27 0 0 0 0 0 0 0 0 34 0 0 34 0 0 0 0 0 0 61 10:15 PM 0 0 26 0 0 26 0 0 0 0 0 0 0 0 37 0 0 37 0 0 0 0 0 0 63 10:30 PM 0 0 46 0 0 46 0 0 0 0 0 0 0 0 33 0 0 33 0 0 0 0 0 0 79 10:45 PM 0 0 19 0 0 19 0 0 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 0 44 Total 0 0 118 0 0 118 0 0 0 0 0 0 0 0 129 0 0 129 0 0 0 0 0 0 247 11:00 PM 0 0 22 0 0 22 0 0 0 0 0 0 0 0 24 0 0 24 0 0 0 0 0 0 46 11:15 PM 0 0 18 0 0 18 0 0 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 0 43 11:30 PM 0 0 17 0 0 17 0 0 0 0 0 0 0 0 22 0 0 22 0 0 0 0 0 0 39 11:45 PM 0 0 22 0 0 22 0 0 0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 0 43 Total 0 0 79 0 0 79 0 0 0 0 0 0 0 0 92 0 0 92 0 0 0 0 0 0 171 Grand Total 0 0 4765 11 1 4777 0 0 0 0 1 1 0 22 4432 0 0 4454 0 5 0 10 8 23 9255 Apprch %0 0 99.7 0.2 0 0 0 0 0 100 0 0.5 99.5 0 0 0 21.7 0 43.5 34.8 Total %0 0 51.5 0.1 0 51.6 0 0 0 0 0 0 0 0.2 47.9 0 0 48.1 0 0.1 0 0.1 0.1 0.2 Cars +0 0 4746 11 1 4758 0 0 0 0 0 0 0 22 4423 0 0 4445 0 5 0 10 8 23 9226 % Cars +0 0 99.6 100 100 99.6 0 0 0 0 0 0 0 100 99.8 0 0 99.8 0 100 0 100 100 100 99.7 Trucks 0 0 19 0 0 19 0 0 0 0 1 1 0 0 9 0 0 9 0 0 0 0 0 0 29 % Trucks 0 0 0.4 0 0 0.4 0 0 0 0 100 100 0 0 0.2 0 0 0.2 0 0 0 0 0 0 0.3 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C106 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-27-18 Site Code : 5 Start Date : 1/27/2018 Page No : 5 Interlachen Boulevard & Site Access Edina, MN Interlachen Boulevard S i t e A c c e s s Interlachen Boulevard Right 11 0 11 Thru 4746 19 4765 Left 0 0 0 UTrn 0 0 0 Peds 1 0 1 InOut Total4428 4758 9186 9 19 28 4437 9214 4777 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 R i g h t 0 0 0 T h r u 0 0 0 L e f t 0 0 0 U T r n 0 0 0 P e d s 0 1 1 O u t T o t a l I n 0 0 0 0 1 1 0 1 1 Ou t 0 0 0 In 0 0 0 Tot a l 0 0 0 UTrn0 0 0 Left22 0 22 Thru4423 9 4432 Right0 0 0 Peds0 0 0 Out TotalIn 4756 4445 9201 19 9 28 4775 9229 4454 O u t 0 0 0 I n 0 0 0 T o t a l 0 0 0 UT r n 0 0 0 Le f t 5 0 5 Th r u 0 0 0 Ri g h t 10 0 10 Pe d s 8 0 8 To t a l Ou t In 33 2 3 5 6 0 0 0 33 56 23 Out 0 0 0 In 0 0 0 Tot a l 0 0 0 1/27/2018 12:00 AM1/27/2018 11:45 PM Cars +Trucks North Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C107 Spack Consulting File Name : 5 - Interlachen Blvd & Site Access, 1-27-18 Site Code : 5 Start Date : 1/27/2018 Page No : 6 Interlachen Boulevard & Site Access Edina, MN Interlachen Boulevard From North Site Access From East Interlachen Boulevard From South From West Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:45 AM 08:45 AM 0 0 101 0 0 101 0 0 0 0 0 0 0 0 70 0 0 70 0 0 0 0 1 1 172 09:00 AM 0 0 86 1 0 87 0 0 0 0 0 0 0 0 52 0 0 52 0 0 0 0 0 0 139 09:15 AM 0 0 80 0 0 80 0 0 0 0 0 0 0 0 55 0 0 55 0 0 0 1 0 1 136 09:30 AM 0 0 88 0 0 88 0 0 0 0 0 0 0 0 70 0 0 70 0 0 0 0 0 0 158 Total Volume 0 0 355 1 0 356 0 0 0 0 0 0 0 0 247 0 0 247 0 0 0 1 1 2 605 % App. Total 0 0 99.7 0.3 0 0 0 0 0 0 0 0 100 0 0 0 0 0 50 50 PHF .000 .000 .879 .250 .000 .881 .000 .000 .000 .000 .000 .000 .000 .000 .882 .000 .000 .882 .000 .000 .000 .250 .250 .500 .879 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 0 88 0 0 88 0 0 0 0 0 0 0 1 109 0 0 110 0 0 0 1 0 1 199 12:15 PM 0 0 100 0 0 100 0 0 0 0 0 0 0 0 82 0 0 82 0 0 0 0 0 0 182 12:30 PM 0 0 86 1 0 87 0 0 0 0 0 0 0 0 91 0 0 91 0 0 0 1 0 1 179 12:45 PM 0 0 95 0 0 95 0 0 0 0 0 0 0 0 91 0 0 91 0 0 0 0 0 0 186 Total Volume 0 0 369 1 0 370 0 0 0 0 0 0 0 1 373 0 0 374 0 0 0 2 0 2 746 % App. Total 0 0 99.7 0.3 0 0 0 0 0 0 0 0.3 99.7 0 0 0 0 0 100 0 PHF .000 .000 .923 .250 .000 .925 .000 .000 .000 .000 .000 .000 .000 .250 .856 .000 .000 .850 .000 .000 .000 .500 .000 .500 .937 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 103 1 0 104 0 0 0 0 0 0 0 2 102 0 0 104 0 0 0 2 0 2 210 04:15 PM 0 0 89 0 0 89 0 0 0 0 0 0 0 0 97 0 0 97 0 1 0 0 0 1 187 04:30 PM 0 0 107 0 0 107 0 0 0 0 0 0 0 0 79 0 0 79 0 0 0 0 0 0 186 04:45 PM 0 0 104 0 0 104 0 0 0 0 0 0 0 1 94 0 0 95 0 0 0 0 1 1 200 Total Volume 0 0 403 1 0 404 0 0 0 0 0 0 0 3 372 0 0 375 0 1 0 2 1 4 783 % App. Total 0 0 99.8 0.2 0 0 0 0 0 0 0 0.8 99.2 0 0 0 25 0 50 25 PHF .000 .000 .942 .250 .000 .944 .000 .000 .000 .000 .000 .000 .000 .375 .912 .000 .000 .901 .000 .250 .000 .250 .250 .500 .932 Traffic Data Inc 1 SE Main Street, Suite 204Minneapolis, MN 55414 Appendic C - Traffic Counts 5000 Vernon Coffee Shop TIS C108 Spack Consulting Weekday Daily Volumes DAILY ENTER EXIT INTERNAL INTERNAL PASSBY PASSBY RATE PERCENT PERCENT PERCENT TRIPS PERCENT TRIPS ENTER EXIT Coffee/Donut Shop w/Drive-Thru ITE 937 KSF 2.7 820.38 50% 50% 0% 0 89% 1,944 120 120 Coffee Shop w/Drive-Thru Local KSF 2.7 770.25 50% 50% 0% 0 89% 1,825 113 113 Weekday AM Peak Hour AM ENTER EXIT INTERNAL INTERNAL PASSBY PASSBY RATE PERCENT PERCENT PERCENT TRIPS PERCENT TRIPS ENTER EXIT Coffee/Donut Shop w/Drive-Thru ITE 937 KSF 2.7 88.99 51% 49% 0% 0 89% 211 13 13 Coffee Shop w/Drive-Thru Local KSF 2.7 107.48 53% 47% 0% 0 89% 255 17 15 Saturday AM Peak Hour ENTER EXIT INTERNAL INTERNAL PASSBY PASSBY RATE PERCENT PERCENT PERCENT TRIPS PERCENT TRIPS ENTER EXIT Coffee/Donut Shop w/Drive-Thru ITE 937 KSF 2.7 87.70 50% 50% 0% 0 89% 208 13 13 Coffee Shop w/Drive-Thru Local KSF 2.7 57% 43% 0% 0 89% 0 0 0 NOTES: 1. GFA = Gross Floor Area 2. ITE trip generation rates based on "Trip Generation", Institute of Transportation Engineers, 10th Edition unless otherwise noted. 3. Local trip generation rates based on data compiled by Spack Consulting available at TripGeneration.org. 4. A.M. Trip Generation is for the peak hour of adjacent street traffic (one hour between 7 and 9 a.m.). 5. Reduction for pass-by trips (Passby Percent) is based on "Trip Generation Handbook", Institute of Transportation Engineers, 3rd Edition. LAND USE SOURCE CODE DEVELOPMENT UNITS QUANTITY LAND USE SOURCE CODE DEVELOPMENT UNITS QUANTITY NEW TRIPS NEW TRIPS NEW TRIPSLAND USE SOURCE CODE DEVELOPMENT UNITS QUANTITY Table D1 Forecast Trip Generation Appendix D - Trip Generation Table 5000 Vernon Coffee Shop TIS A1 Spack Consulting5000 Vernon Coffee Shop TIS A1 Spack Consulting 5000 Vernon Coffee Shop TIS D1 Spack Consulting Research Brief — Volume No. 3 Level of Service (LOS) Level of Service (LOS) is a qualitative description, similar to typical school grades, that traffic engineers use to communi-cate how good or bad traffic operations are on a corridor, intersection, or interchange. Common Factors Traffic can be a hard thing to quantify as everyone has a different tolerance for congestion. What seems excessively long to one person may seem good enough for another. These differences are readily apparent when comparing small towns or rural areas, where five cars an hour can be the norm, to big cities or downtowns, where less than hundred cars an hour, even in the middle of night, is rare. To combat this issue and provide a consistent measuring tool for traffic studies, a “Level of Service” rating was developed. Level of Service ratings are based on the roadway or intersection characteristics and the amount of traffic. Just like grade school, LOS A represents the best traffic operations, where traffic flows freely. LOS F, on the other hand, represents failing operations, where the road or intersection is congested and running beyond maximum capacity. LOS E is typically considered “at capacity” which means the amount of traffic is right at the level the roadway or intersection can adequately accommodate. Using Level of Service letter grades provides an easy way to convey road operations to the general public and has been adopted across the United States. Level of Service criteria have been developed for multiple types of traffic operations including: • Intersections • Urban Corridors • Freeways • Transit Service • Bicycle Operations • Pedestrian Operations The most common LOS criteria used is for car operations at intersections; both signalized and unsignalized. For an intersection Level of Service analysis, average delay for cars travelling through the intersection is used to determine the appropriate grade. A high delay results in a poor LOS rating and equates to poor operations. Similarly, low delay results in a good LOS rating and equates to good or great operations. LOS can be determined for the intersection as a whole, or for individual movements. It is common during peak periods in major population areas for an intersection to have an acceptable overall LOS rating, but fail to achieve a good grade for individual movements. Common Factors Impacting Level of Service • Number of Lanes. • Traffic Volumes. • Intersection Control (stop sign, signal, roundabout,interchange.) • Amount of access on a corridor. • Percentage of turning traffic. • Traffic signal cycle length (green time devoted to eachapproach) and phasing (one green for all approach movements or separate green arrows.) • Percentage of heavy trucks. • Roadway Grades. • Distribution of traffic within a peak hour as well as over thecourse of a day. • Pedestrian activity. • Bicycle activity. Appendix F - Level of Service (LOS)Appendix E - Level of Service 5000 Vernon Coffee Shop TIS E1 Spack Consulting Resources • Highway Capacity Manual, fifth edition • Nation Cooperative Highway Research Program Report 616; Multimodal Level of Service Analysis for Urban Streets • http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rpt_616.pdf • Florida Department of Transportation Quality/Level of Service Handbook • http://www.dot.state.fl.us/planning/systems/programs/sm/los/pdfs/2009FDOTQLOS_Handbook.pdf Although a Level of Service rating of A represents the best traffic operations, it is not always the most desirable. Providing LOS A for all corridors and all operations at all times would require a significant amount of land to be devoted to the road infrastructure, which makes it extremely costly to build and maintain. During non-peak times, like overnight, much of that infrastructure would sit unused. On the opposite side of the spectrum, a Level of Service rating of E and F represent traffic operations close to breaking down, or that already have. These ratings mean high delays, long queues, and slow speeds, not to mention driver frustration. Instead of trying to achieve one or the other, government agencies try to strike a balance between providing acceptable operations, neither falling nor flowing too freely. Because of this, LOS D is typically considered the lowest LOS acceptable by government agencies and is reflective of a balanced approach between cost and benefit. About This Brief Spack Consulting prepared this brief as part of our company’s vision to significantly improve the practice of traffic engineering and transportation planning. Transportation professionals from around the world have assisted us in developing this document. We are providing this brief under the Creative Commons Attribution License. Feel free to use-modify-share this guide, but please give us some credit in your document. To request our whole series of Design Briefs and to be included on our distribution list for new materials, please email mspack@spackconsulting.com. And please reach out if you have any comments or questions related to this Design Brief. There are many tools and guidelines used to determine a roads Level of Service rating. Simple tools like generalized roadway capacities allow for planning-level efforts. While inexpensive and quick to complete, they are not as accurate as other options. More complicated tools, such as mi-cro-simulations, provide more accurate results, but cost more and take more time. It is important to understand the trade-offs between the analysis types as well as the purpose of the study. Research Brief — Volume No. 3 Source: Florida Deptarment of Transportation LOS A LOS C LOS D = Acceptable LOS F = Unacceptable Source: City of San Jose, CA. Appendix F - Level of Service (LOS)Appendix E - Level of Service 5000 Vernon Coffee Shop TIS E2 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with Intersection Analysis Summary 2/13/2018Report File: C:\...\Existing Weekend AM.pdf Scenario 1 Existing Weekend AMVistro File: C:\...\Vernon Coffee Shop.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B14.10.003NEB LeftHCM 6th EditionTwo-way stopInterlachen Blvd & Site Access6 A9.50.000SEB RightHCM 6th EditionTwo-way stopVernon Ave & Site Access5 A9.30.000EB ThruHCM 6th EditionTwo-way stopSummit Ave & Site Access4 C16.40.000SWB ThruHCM 6th EditionTwo-way stopInterlachen Blvd & Summit Ave/Brookside Ave3 A9.50.011SB ThruHCM 6th EditionTwo-way stopVernon Ave & Summit Ave2 C22.00.459NEB LeftHCM 6th EditionSignalizedVernon Ave & Interlachen Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F1 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with 0.459Volume to Capacity (v/c): CLevel Of Service: 22.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Vernon Ave & Interlachen Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundWestboundApproach Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 90852492359254031092141269113Total Analysis Volume [veh/h] 2221626156107823356728Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Peak Hour Factor 86822392257243829888135258108Total Hourly Volume [veh/h] 220050010003400Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 108822392757244829888169258108Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F2 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.02.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 02900290051160350Split [s] 0.01.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s] 03000300030300300Maximum Green [s] 050050055050Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 060020083040Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F3 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with 73.85134.0832.3311.8995.1597.6992.55223.37190.8095th-Percentile Queue Length [ft] 2.955.361.290.483.813.913.708.937.6395th-Percentile Queue Length [veh] 41.0374.4917.966.6052.8654.2751.42129.91106.2750th-Percentile Queue Length [ft] 1.642.980.720.262.112.172.065.204.2550th-Percentile Queue Length [veh] NoYesNoNoNoNoYesNoYesCritical Lane Group BBABBBDCCLane Group LOS 10.7915.089.8812.8817.1717.1446.4529.1131.67d, Delay for Lane Group [s/veh] 0.200.350.090.040.250.250.770.720.67X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.491.350.190.120.190.189.742.342.24d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.110.110.11k, delay calibration 10.3013.729.6912.7616.9816.9636.7126.7729.43d1, Uniform Delay [s] 890712925624684712120413340c, Capacity [veh/h] 171413161782120917961870178115701037s, saturation flow rate [veh/h] 0.100.190.050.020.100.090.050.190.22(v / s)_i Volume / Saturation Flow Rate 0.520.520.520.520.380.380.070.260.26g / C, Green / Cycle 42424242303052121g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 808080808080808080C, Cycle Length [s] CLCLCCLCCLane Group Lane Group Calculations Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F4 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with Movement, Approach, & Intersection Results 9.88 9.8812.88 15.08 10.7910.7917.1731.67 30.19d_M, Delay for Movement [s/veh]17.1529.11 46.45 A AB BBBBCCMovement LOS BCD 10.58 13.31d_A, Approach Delay [s/veh]23.2530.22 B BCApproach LOS C 21.96d_I, Intersection Delay [s/veh] CIntersection LOS 0.459Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 31.51 31.5131.51d_p, Pedestrian Delay [s]31.51 2.221 2.218I_p,int, Pedestrian LOS Score for Intersection 2.5132.808 B BCrosswalk LOS BC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 625 6251175c_b, Capacity of the bicycle lane [bicycles/h]775 18.91 18.91d_b, Bicycle Delay [s]15.01 6.81 1.744 2.296I_b,int, Bicycle LOS Score for Intersection 2.019 1.933 A BABicycle LOS B ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F5 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with 0.011Volume to Capacity (v/c): ALevel Of Service: 9.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Vernon Ave & Summit Ave Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundSouthboundApproach Vernon AveVernon AveSummit AveName Intersection Setup 000Pedestrian Volume [ped/h] 22384451090Total Analysis Volume [veh/h] 596113020Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96001.00000.96001.0000Peak Hour Factor 21369433090Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21369433090Base Volume Input [veh/h] Vernon AveVernon AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F6 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with AIntersection LOS 0.10d_I, Intersection Delay [s/veh] AAAApproach LOS 0.000.009.53d_A, Approach Delay [s/veh] 0.000.000.000.000.850.0095th-Percentile Queue Length [ft] 0.000.000.000.000.030.0095th-Percentile Queue Length [veh] AAAAMovement LOS 0.000.000.000.009.530.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F7 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with 0.000Volume to Capacity (v/c): CLevel Of Service: 16.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Interlachen Blvd & Summit Ave/Brookside Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0050.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000100000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNorthboundApproach Interlachen BlvdInterlachen BlvdBrookside AveSummit AveName Intersection Setup 0000Pedestrian Volume [ped/h] 030818902052170117200Total Analysis Volume [veh/h] 0775235114029100Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92001.00001.0000Peak Hour Factor 028317831892160108200Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 028317831892160108200Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdBrookside AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F8 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with CIntersection LOS 3.04d_I, Intersection Delay [s/veh] AACAApproach LOS 0.440.0515.899.93d_A, Approach Delay [s/veh] 25.7725.7725.770.0014.7814.7829.6429.6429.640.210.000.0095th-Percentile Queue Length [ft] 1.031.031.030.000.590.591.191.191.190.010.000.0095th-Percentile Queue Length [veh] AAAAAABCCAMovement LOS 0.000.007.880.000.007.8812.4316.4516.399.930.000.00d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.020.000.270.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F9 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with 0.000Volume to Capacity (v/c): ALevel Of Service: 9.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: Summit Ave & Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Site AccessSummit AveSummit AveName Intersection Setup 0000Pedestrian Volume [ped/h] 00060170200714Total Analysis Volume [veh/h] 000204010023Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Peak Hour Factor 00060160200713Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00060160200713Base Volume Input [veh/h] Site AccessSummit AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F10 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with AIntersection LOS 6.56d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.008.720.004.83d_A, Approach Delay [s/veh] 0.000.000.001.781.781.780.000.000.000.980.980.9895th-Percentile Queue Length [ft] 0.000.000.000.070.070.070.000.000.000.040.040.0495th-Percentile Queue Length [veh] AAAAAAAAAMovement LOS 0.000.000.008.419.338.830.000.007.230.000.007.24d_M, Delay for Movement [s/veh] 0.000.000.000.010.000.020.000.000.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F11 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with 0.000Volume to Capacity (v/c): ALevel Of Service: 9.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Vernon Ave & Site Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration SoutheastboundSouthwestboundNortheastboundApproach Site AccessVernon AveVernon AveName Intersection Setup 000Pedestrian Volume [ped/h] 0014034510Total Analysis Volume [veh/h] 0001011130Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96001.00000.96000.96000.96001.0000Peak Hour Factor 0013874330Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0013874330Base Volume Input [veh/h] Site AccessVernon AveVernon AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F12 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with AIntersection LOS 0.00d_I, Intersection Delay [s/veh] AAAApproach LOS 9.470.000.00d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0095th-Percentile Queue Length [ft] 0.000.000.000.000.000.0095th-Percentile Queue Length [veh] AAAAMovement LOS 9.470.000.000.000.000.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F13 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with 0.003Volume to Capacity (v/c): BLevel Of Service: 14.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: Interlachen Blvd & Site Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Interlachen BlvdInterlachen BlvdSite AccessName Intersection Setup 000Pedestrian Volume [ped/h] 1429283001Total Analysis Volume [veh/h] 010771000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96000.96000.96000.9600Peak Hour Factor 1412272001Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1412272001Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdSite AccessName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F14 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with BIntersection LOS 0.02d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0014.05d_A, Approach Delay [s/veh] 0.000.000.000.000.190.1995th-Percentile Queue Length [ft] 0.000.000.000.000.010.0195th-Percentile Queue Length [veh] AAAABBMovement LOS 0.000.000.008.1910.7814.05d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F15 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with Lane Configuration and Traffic Control Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F16 Spack Consulting Scenario 1: 1 Existing Weekend AMVersion 5.00-00 Generated with Traffic Volume - Base Volume Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F17 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with Intersection Analysis Summary 2/13/2018Report File: C:\...\Existing Weekday AM.pdf Scenario 2 Existing Weekday AMVistro File: C:\...\Vernon Coffee Shop.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C19.20.000NEB LeftHCM 6th EditionTwo-way stopInterlachen Blvd & Site Access6 B10.30.001SEB RightHCM 6th EditionTwo-way stopVernon Ave & Site Access5 A9.20.000EB ThruHCM 6th EditionTwo-way stopSummit Ave & Site Access4 E40.40.678SWB LeftHCM 6th EditionTwo-way stopInterlachen Blvd & Summit Ave/Brookside Ave3 B10.30.013SB ThruHCM 6th EditionTwo-way stopVernon Ave & Summit Ave2 C25.50.573NEB LeftHCM 6th EditionSignalizedVernon Ave & Interlachen Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F18 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with 0.573Volume to Capacity (v/c): CLevel Of Service: 25.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Vernon Ave & Interlachen Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundWestboundApproach Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 14213836568041343539820540976Total Analysis Volume [veh/h] 36349122010888245110219Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor 13513134767639323359319538972Total Hourly Volume [veh/h] 34002008004900Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 16913134787639403359324438972Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F19 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.02.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 03700370053160370Split [s] 0.01.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s] 03000300030300300Maximum Green [s] 050050055050Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 060020083040Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 2.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F20 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with 147.49241.9939.2125.06120.64123.30109.31307.67289.4195th-Percentile Queue Length [ft] 5.909.681.571.004.834.934.3712.3111.5895th-Percentile Queue Length [veh] 81.94143.7021.7813.9267.0268.5060.73193.58179.5450th-Percentile Queue Length [ft] 3.285.750.870.562.682.742.437.747.1850th-Percentile Queue Length [veh] NoYesNoNoNoNoYesNoYesCritical Lane Group BCBBBBDDDLane Group LOS 13.3420.1511.0817.0718.8518.8249.9736.0835.42d, Delay for Lane Group [s/veh] 0.310.520.090.080.270.270.760.840.77X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.922.770.180.290.200.198.945.243.71d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.110.120.14k, delay calibration 12.4217.3810.9016.7718.6518.6341.0330.8431.71d1, Uniform Delay [s] 892699960521710732129425429c, Capacity [veh/h] 171613111847109918131870178115461382s, saturation flow rate [veh/h] 0.160.280.050.040.110.100.060.230.24(v / s)_i Volume / Saturation Flow Rate 0.520.520.520.520.390.390.070.280.28g / C, Green / Cycle 47474747353562525g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 909090909090909090C, Cycle Length [s] CLCLCCLCCLane Group Lane Group Calculations Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F21 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with Movement, Approach, & Intersection Results 11.08 11.0817.07 20.15 13.3413.3418.8535.42 35.67d_M, Delay for Movement [s/veh]18.8336.08 49.97 B BB BCBBDDMovement LOS BDD 13.02 17.19d_A, Approach Delay [s/veh]25.1335.77 B BCApproach LOS D 25.48d_I, Intersection Delay [s/veh] CIntersection LOS 0.573Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 36.45 36.4536.45d_p, Pedestrian Delay [s]36.45 2.178 2.351I_p,int, Pedestrian LOS Score for Intersection 2.5893.079 B BCrosswalk LOS BC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 733 7331089c_b, Capacity of the bicycle lane [bicycles/h]733 18.05 18.05d_b, Bicycle Delay [s]18.05 9.34 1.772 2.680I_b,int, Bicycle LOS Score for Intersection 2.169 1.966 A BABicycle LOS B ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F22 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with 0.013Volume to Capacity (v/c): BLevel Of Service: 10.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Vernon Ave & Summit Ave Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundSouthboundApproach Vernon AveVernon AveSummit AveName Intersection Setup 000Pedestrian Volume [ped/h] 15603501090Total Analysis Volume [veh/h] 4151125020Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95001.00000.95001.0000Peak Hour Factor 14573476090Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14573476090Base Volume Input [veh/h] Vernon AveVernon AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F23 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with BIntersection LOS 0.08d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.31d_A, Approach Delay [s/veh] 0.000.000.000.001.000.0095th-Percentile Queue Length [ft] 0.000.000.000.000.040.0095th-Percentile Queue Length [veh] AAABMovement LOS 0.000.000.000.0010.310.00d_M, Delay for Movement [s/veh] 0.000.010.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F24 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with 0.678Volume to Capacity (v/c): ELevel Of Service: 40.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Interlachen Blvd & Summit Ave/Brookside Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0050.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000100000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNorthboundApproach Interlachen BlvdInterlachen BlvdBrookside AveSummit AveName Intersection Setup 0000Pedestrian Volume [ped/h] 0463161002922221204200Total Analysis Volume [veh/h] 01164257315051100Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93000.93000.93000.93000.93000.93000.93000.93000.93000.93001.00001.0000Peak Hour Factor 043115932722201190200Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 043115932722201190200Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdBrookside AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F25 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with EIntersection LOS 8.32d_I, Intersection Delay [s/veh] AAEBApproach LOS 0.270.0439.6611.03d_A, Approach Delay [s/veh] 51.0451.0451.040.0027.1327.13127.57127.57127.570.250.000.0095th-Percentile Queue Length [ft] 2.042.042.040.001.091.095.105.105.100.010.000.0095th-Percentile Queue Length [veh] AAAAAADEEBMovement LOS 0.000.008.130.000.008.2833.2239.8240.3611.030.000.00d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.030.000.680.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F26 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with 0.000Volume to Capacity (v/c): ALevel Of Service: 9.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: Summit Ave & Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Site AccessSummit AveSummit AveName Intersection Setup 0000Pedestrian Volume [ped/h] 0014060400312Total Analysis Volume [veh/h] 000102010013Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor 0014060400311Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0014060400311Base Volume Input [veh/h] Site AccessSummit AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F27 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with AIntersection LOS 5.96d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.008.590.005.79d_A, Approach Delay [s/veh] 0.000.000.000.750.750.750.000.000.000.700.700.7095th-Percentile Queue Length [ft] 0.000.000.000.030.030.030.000.000.000.030.030.0395th-Percentile Queue Length [veh] AAAAAAAAAMovement LOS 0.000.000.008.379.248.740.000.007.220.000.007.24d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.010.000.000.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F28 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with 0.001Volume to Capacity (v/c): BLevel Of Service: 10.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Vernon Ave & Site Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration SoutheastboundSouthwestboundNortheastboundApproach Site AccessVernon AveVernon AveName Intersection Setup 000Pedestrian Volume [ped/h] 1016195010Total Analysis Volume [veh/h] 0001551250Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95001.00000.95000.95000.95001.0000Peak Hour Factor 1015884760Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1015884760Base Volume Input [veh/h] Site AccessVernon AveVernon AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F29 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with BIntersection LOS 0.01d_I, Intersection Delay [s/veh] BAAApproach LOS 10.260.000.00d_A, Approach Delay [s/veh] 0.110.000.000.000.000.0095th-Percentile Queue Length [ft] 0.000.000.000.000.000.0095th-Percentile Queue Length [veh] BAAAMovement LOS 10.260.000.000.000.000.00d_M, Delay for Movement [s/veh] 0.000.000.000.010.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F30 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with 0.000Volume to Capacity (v/c): CLevel Of Service: 19.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: Interlachen Blvd & Site Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Interlachen BlvdInterlachen BlvdSite AccessName Intersection Setup 000Pedestrian Volume [ped/h] 0663380100Total Analysis Volume [veh/h] 016695000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 0630361100Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0630361100Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdSite AccessName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F31 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with CIntersection LOS 0.01d_I, Intersection Delay [s/veh] AACApproach LOS 0.000.0216.02d_A, Approach Delay [s/veh] 0.000.0050.9350.930.000.0095th-Percentile Queue Length [ft] 0.000.002.042.040.000.0095th-Percentile Queue Length [veh] AAAABCMovement LOS 0.000.000.008.8912.8119.23d_M, Delay for Movement [s/veh] 0.000.010.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F32 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with Lane Configuration and Traffic Control Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F33 Spack Consulting Scenario 2: 2 Existing Weekday AMVersion 5.00-00 Generated with Traffic Volume - Base Volume Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F34 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with Intersection Analysis Summary 2/13/2018Report File: C:\...\Build Weekend AM.pdf Scenario 3 Build Weekend AMVistro File: C:\...\Vernon Coffee Shop.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C18.50.086NEB LeftHCM 6th EditionTwo-way stopInterlachen Blvd & Site Access6 A9.40.000EB ThruHCM 6th EditionTwo-way stopSummit Ave & Site Access4 C16.60.000SWB ThruHCM 6th EditionTwo-way stopInterlachen Blvd & Summit Ave/Brookside Ave3 A9.60.011SB ThruHCM 6th EditionTwo-way stopVernon Ave & Summit Ave2 C22.30.494NEB LeftHCM 6th EditionSignalizedVernon Ave & Interlachen Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F35 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with 0.494Volume to Capacity (v/c): CLevel Of Service: 22.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Vernon Ave & Interlachen Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundWestboundApproach Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1178827523602541301115166251115Total Analysis Volume [veh/h] 2922696156107529416329Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Peak Hour Factor 1128426422582439289110159241110Total Hourly Volume [veh/h] 280060010004000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 260150000-151522-220Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 405000005500Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 108822392757244829888169258108Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F36 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.02.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 02900290051160350Split [s] 0.01.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s] 03000300030300300Maximum Green [s] 050050055050Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 060020083040Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F37 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with 92.46158.7234.1812.7289.7392.32112.13225.58196.1695th-Percentile Queue Length [ft] 3.706.351.370.513.593.694.499.027.8595th-Percentile Queue Length [veh] 51.3788.1818.997.0749.8551.2962.30131.53110.1150th-Percentile Queue Length [ft] 2.053.530.760.281.992.052.495.264.4050th-Percentile Queue Length [veh] NoYesNoNoNoNoYesNoYesCritical Lane Group BBBBBBDCCLane Group LOS 11.8316.6310.5114.2316.3316.3044.1729.5831.80d, Delay for Lane Group [s/veh] 0.240.400.090.040.240.230.770.730.68X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.661.710.200.140.170.168.222.582.33d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.110.110.11k, delay calibration 11.1714.9210.3014.0916.1516.1435.9527.0029.47d1, Uniform Delay [s] 857691900576709739149406346c, Capacity [veh/h] 169913151783117717931870178115491065s, saturation flow rate [veh/h] 0.120.210.050.020.090.090.060.190.22(v / s)_i Volume / Saturation Flow Rate 0.500.500.500.500.400.400.080.260.26g / C, Green / Cycle 40404040323272121g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 808080808080808080C, Cycle Length [s] CLCLCCLCCLane Group Lane Group Calculations Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F38 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with Movement, Approach, & Intersection Results 10.51 10.5114.23 16.63 11.8311.8316.3331.80 30.64d_M, Delay for Movement [s/veh]16.3129.58 44.17 B BB BBBBCCMovement LOS BCD 11.37 14.58d_A, Approach Delay [s/veh]23.3230.56 B BCApproach LOS C 22.28d_I, Intersection Delay [s/veh] CIntersection LOS 0.494Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 31.51 31.5131.51d_p, Pedestrian Delay [s]31.51 2.228 2.265I_p,int, Pedestrian LOS Score for Intersection 2.5182.862 B BCrosswalk LOS BC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 625 6251175c_b, Capacity of the bicycle lane [bicycles/h]775 18.91 18.91d_b, Bicycle Delay [s]15.01 6.81 1.748 2.398I_b,int, Bicycle LOS Score for Intersection 2.032 1.945 A BABicycle LOS B ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F39 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with 0.011Volume to Capacity (v/c): ALevel Of Service: 9.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Vernon Ave & Summit Ave Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundSouthboundApproach Vernon AveVernon AveSummit AveName Intersection Setup 000Pedestrian Volume [ped/h] 26396466090Total Analysis Volume [veh/h] 799116020Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96001.00000.96001.0000Peak Hour Factor 25380447090Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 400000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 045000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.021.021.021.001.021.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21369433090Base Volume Input [veh/h] Vernon AveVernon AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F40 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with AIntersection LOS 0.10d_I, Intersection Delay [s/veh] AAAApproach LOS 0.000.009.58d_A, Approach Delay [s/veh] 0.000.000.000.000.860.0095th-Percentile Queue Length [ft] 0.000.000.000.000.030.0095th-Percentile Queue Length [veh] AAAAMovement LOS 0.000.000.000.009.580.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F41 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with 0.000Volume to Capacity (v/c): CLevel Of Service: 16.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Interlachen Blvd & Summit Ave/Brookside Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0050.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000100000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNorthboundApproach Interlachen BlvdInterlachen BlvdBrookside AveSummit AveName Intersection Setup 0000Pedestrian Volume [ped/h] 031118912092170118200Total Analysis Volume [veh/h] 0785235214030100Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94000.94000.94000.94000.94000.94000.94000.94000.94000.94001.00001.0000Peak Hour Factor 029217861962160111200Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 030130001000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 028317831892160108200Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdBrookside AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F42 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with CIntersection LOS 3.06d_I, Intersection Delay [s/veh] AACAApproach LOS 0.430.0516.099.95d_A, Approach Delay [s/veh] 26.2426.2426.240.0015.1715.1730.3830.3830.380.210.000.0095th-Percentile Queue Length [ft] 1.051.051.050.000.610.611.221.221.220.010.000.0095th-Percentile Queue Length [veh] AAAAAABCCAMovement LOS 0.000.007.900.000.007.8912.5716.6416.609.950.000.00d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.020.000.270.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F43 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with 0.000Volume to Capacity (v/c): ALevel Of Service: 9.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: Summit Ave & Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Site AccessSummit AveSummit AveName Intersection Setup 0000Pedestrian Volume [ped/h] 00060170204714Total Analysis Volume [veh/h] 000204010123Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.96000.96000.96000.96000.96000.96000.96000.96000.9600Peak Hour Factor 00060160204713Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000400Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00060160200713Base Volume Input [veh/h] Site AccessSummit AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F44 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with AIntersection LOS 6.04d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.008.730.004.06d_A, Approach Delay [s/veh] 0.000.000.001.791.791.790.000.000.001.171.171.1795th-Percentile Queue Length [ft] 0.000.000.000.070.070.070.000.000.000.050.050.0595th-Percentile Queue Length [veh] AAAAAAAAAMovement LOS 0.000.000.008.419.358.840.000.007.240.000.007.24d_M, Delay for Movement [s/veh] 0.000.000.000.010.000.020.000.000.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F45 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with 0.086Volume to Capacity (v/c): CLevel Of Service: 18.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: Interlachen Blvd & Site Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Interlachen BlvdInterlachen BlvdSite AccessName Intersection Setup 000Pedestrian Volume [ped/h] 49394267719627Total Analysis Volume [veh/h] 12986718247Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96000.96000.96000.9600Peak Hour Factor 47378256689226Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 42-42-21588321Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 4001094Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1412272001Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdSite AccessName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F46 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with CIntersection LOS 2.58d_I, Intersection Delay [s/veh] AABApproach LOS 0.001.7714.07d_A, Approach Delay [s/veh] 0.000.0032.1232.1222.8522.8595th-Percentile Queue Length [ft] 0.000.001.281.280.910.9195th-Percentile Queue Length [veh] AAAABCMovement LOS 0.000.000.008.4412.8118.54d_M, Delay for Movement [s/veh] 0.000.000.000.060.150.09V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F47 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with Lane Configuration and Traffic Control Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F48 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with Traffic Volume - Base Volume Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F49 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with Traffic Volume - Net New Site Trips Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F50 Spack Consulting Scenario 3: 3 Build Weekend AMVersion 5.00-00 Generated with Traffic Volume - Future Total Volume Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F51 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with Intersection Analysis Summary 2/13/2018Report File: C:\...\Build Weekday AM.pdf Scenario 4 Build Weekday AMVistro File: C:\...\Vernon Coffee Shop.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. D32.50.181NEB LeftHCM 6th EditionTwo-way stopInterlachen Blvd & Site Access6 A9.30.000EB ThruHCM 6th EditionTwo-way stopSummit Ave & Site Access4 E46.30.725SWB LeftHCM 6th EditionTwo-way stopInterlachen Blvd & Summit Ave/Brookside Ave3 B10.40.013SB ThruHCM 6th EditionTwo-way stopVernon Ave & Summit Ave2 C26.50.618NEB LeftHCM 6th EditionSignalizedVernon Ave & Interlachen Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F52 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with 0.618Volume to Capacity (v/c): CLevel Of Service: 26.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Vernon Ave & Interlachen Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundWestboundApproach Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 176141398682423534012623838977Total Analysis Volume [veh/h] 4435992211198532599719Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor 167134378678403332312022637073Total Hourly Volume [veh/h] 42002008005600Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 320190000-191927-270Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 505000006600Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 16913134787639403359324438972Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F53 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.02.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 03700370053160370Split [s] 0.01.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s] 03000300030300300Maximum Green [s] 050050055050Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 060020083040Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 2.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F54 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with 181.92280.6842.3728.02111.56114.25137.82313.01300.8595th-Percentile Queue Length [ft] 7.2811.231.691.124.464.575.5112.5212.0395th-Percentile Queue Length [veh] 101.07172.8723.5415.5761.9863.4776.56197.71188.3250th-Percentile Queue Length [ft] 4.046.910.940.622.482.543.067.917.5350th-Percentile Queue Length [veh] NoYesNoNoNoNoYesNoYesCritical Lane Group BCBBBBDDDLane Group LOS 15.1223.3812.0619.5817.5417.5148.3337.2735.92d, Delay for Lane Group [s/veh] 0.370.590.100.090.250.250.790.850.78X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.253.850.210.390.170.178.196.484.35d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.110.150.16k, delay calibration 13.8719.5311.8519.1917.3617.3540.1430.7931.57d1, Uniform Delay [s] 851670923463745770160423442c, Capacity [veh/h] 170313091848106218101870178115241419s, saturation flow rate [veh/h] 0.190.300.050.040.100.100.070.240.24(v / s)_i Volume / Saturation Flow Rate 0.500.500.500.500.410.410.090.280.28g / C, Green / Cycle 45454545373782525g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 909090909090909090C, Cycle Length [s] CLCLCCLCCLane Group Lane Group Calculations Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F55 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with Movement, Approach, & Intersection Results 12.06 12.0619.58 23.38 15.1215.1217.5435.92 36.34d_M, Delay for Movement [s/veh]17.5237.27 48.33 B BB BCBBDDMovement LOS BDD 14.49 19.72d_A, Approach Delay [s/veh]25.2736.61 B BCApproach LOS D 26.54d_I, Intersection Delay [s/veh] CIntersection LOS 0.618Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 36.45 36.4536.45d_p, Pedestrian Delay [s]36.45 2.182 2.411I_p,int, Pedestrian LOS Score for Intersection 2.5983.145 B BCrosswalk LOS BC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 733 7331089c_b, Capacity of the bicycle lane [bicycles/h]733 18.05 18.05d_b, Bicycle Delay [s]18.05 9.34 1.777 2.809I_b,int, Bicycle LOS Score for Intersection 2.187 1.980 A CABicycle LOS B ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F56 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with 0.013Volume to Capacity (v/c): BLevel Of Service: 10.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Vernon Ave & Summit Ave Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftThruLeftTurning Movement Lane Configuration SouthwestboundNortheastboundSouthboundApproach Vernon AveVernon AveSummit AveName Intersection Setup 000Pedestrian Volume [ped/h] 20620518090Total Analysis Volume [veh/h] 5155129020Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95001.00000.95001.0000Peak Hour Factor 19589492090Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 500000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 056000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.021.021.021.001.021.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14573476090Base Volume Input [veh/h] Vernon AveVernon AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F57 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with BIntersection LOS 0.08d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.40d_A, Approach Delay [s/veh] 0.000.000.000.001.010.0095th-Percentile Queue Length [ft] 0.000.000.000.000.040.0095th-Percentile Queue Length [veh] AAABMovement LOS 0.000.000.000.0010.400.00d_M, Delay for Movement [s/veh] 0.000.010.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane FreeFreeStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F58 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with 0.725Volume to Capacity (v/c): ELevel Of Service: 46.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Interlachen Blvd & Summit Ave/Brookside Ave Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.0050.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000100000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundSouthwestboundNorthboundApproach Interlachen BlvdInterlachen BlvdBrookside AveSummit AveName Intersection Setup 0000Pedestrian Volume [ped/h] 0476161043012221211200Total Analysis Volume [veh/h] 01194267515053100Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93000.93000.93000.93000.93000.93000.93000.93000.93000.93001.00001.0000Peak Hour Factor 044315972802201196200Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 030230002000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 043115932722201190200Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdBrookside AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F59 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with EIntersection LOS 9.55d_I, Intersection Delay [s/veh] AAEBApproach LOS 0.270.0445.6111.13d_A, Approach Delay [s/veh] 54.3454.3454.340.0028.6828.68145.12145.12145.120.260.000.0095th-Percentile Queue Length [ft] 2.172.172.170.001.151.155.805.805.800.010.000.0095th-Percentile Queue Length [veh] AAAAAAEEEBMovement LOS 0.000.008.160.000.008.3238.8245.7146.3211.130.000.00d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.030.000.730.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F60 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with 0.000Volume to Capacity (v/c): ALevel Of Service: 9.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: Summit Ave & Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Site AccessSummit AveSummit AveName Intersection Setup 0000Pedestrian Volume [ped/h] 0014060405312Total Analysis Volume [veh/h] 000102010113Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor 0014060405311Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000500Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0014060400311Base Volume Input [veh/h] Site AccessSummit AveSummit AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F61 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with AIntersection LOS 5.09d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.008.600.004.35d_A, Approach Delay [s/veh] 0.000.000.000.750.750.750.000.000.000.940.940.9495th-Percentile Queue Length [ft] 0.000.000.000.030.030.030.000.000.000.040.040.0495th-Percentile Queue Length [veh] AAAAAAAAAMovement LOS 0.000.000.008.379.278.750.000.007.230.000.007.24d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.010.000.000.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F62 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with 0.181Volume to Capacity (v/c): DLevel Of Service: 32.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: Interlachen Blvd & Site Access Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruThruLeftRightLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundApproach Interlachen BlvdInterlachen BlvdSite AccessName Intersection Setup 000Pedestrian Volume [ped/h] 596233608911833Total Analysis Volume [veh/h] 151569022298Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 565923428511231Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 51-51-267210226Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 50012105Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0630361100Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdSite AccessName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F63 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with DIntersection LOS 3.36d_I, Intersection Delay [s/veh] AACApproach LOS 0.001.8623.03d_A, Approach Delay [s/veh] 0.000.0069.5769.5752.9152.9195th-Percentile Queue Length [ft] 0.000.002.782.782.122.1295th-Percentile Queue Length [veh] AAAACDMovement LOS 0.000.000.009.3820.3932.48d_M, Delay for Movement [s/veh] 0.000.010.000.100.250.18V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F64 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with Lane Configuration and Traffic Control Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F65 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with Traffic Volume - Base Volume Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F66 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with Traffic Volume - Net New Site Trips Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F67 Spack Consulting Scenario 4: 4 Build Weekday AMVersion 5.00-00 Generated with Traffic Volume - Future Total Volume Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F68 Spack Consulting Version 5.00-00 Generated with Intersection Analysis Summary 2/23/2018Report File: C:\...\Build Weekend AM with Mitigation - Vernon&Interlachenpdf.pdf Scenario 5 Build Weekend AM with MitigationVistro File: C:\...\Vernon Coffee Shop.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C21.10.306NEB LeftHCM 6th EditionSignalizedVernon Ave & Interlachen Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F69 Spack Consulting Version 5.00-00 Generated with 0.306Volume to Capacity (v/c): CLevel Of Service: 21.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Vernon Ave & Interlachen Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundWestboundApproach Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1178827523602541301115166251115Total Analysis Volume [veh/h] 2922696156107529416329Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.96000.9600Peak Hour Factor 1128426422582439289110159241110Total Hourly Volume [veh/h] 280060010004000Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 260150000-151522-220Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 405000005500Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 108822392757244829888169258108Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F70 Spack Consulting Version 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.02.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 02500250055160390Split [s] 0.01.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s] 03000300030300300Maximum Green [s] 050050055050Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 060020083040Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 80Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F71 Spack Consulting Version 5.00-00 Generated with 85.9163.0731.7712.0094.6597.38112.93146.72162.6497.4995th-Percentile Queue Length [ft] 3.442.521.270.483.793.904.525.876.513.9095th-Percentile Queue Length [veh] 47.7335.0417.656.6752.5854.1062.7481.5190.3554.1650th-Percentile Queue Length [ft] 1.911.400.710.272.102.162.513.263.612.1750th-Percentile Queue Length [veh] YesNoNoNoNoNoYesYesNoNoCritical Lane Group BBABBBDCCCLane Group LOS 10.6612.519.4713.0617.6917.6644.7627.4527.1733.89d, Delay for Lane Group [s/veh] 0.230.210.090.040.250.250.780.510.490.47X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.590.360.180.130.200.198.761.030.851.39d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.110.110.110.11k, delay calibration 10.0712.149.2912.9317.4917.4736.0026.4226.3232.51d1, Uniform Delay [s] 8991314944605664693147388445246c, Capacity [veh/h] 1699255317831177179318701781162818701038s, saturation flow rate [veh/h] 0.120.110.050.020.090.090.060.120.120.11(v / s)_i Volume / Saturation Flow Rate 0.530.530.530.530.370.370.080.240.240.24g / C, Green / Cycle 4242424230307191919g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 80808080808080808080C, Cycle Length [s] CLCLCCLCCLLane Group Lane Group Calculations Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F72 Spack Consulting Version 5.00-00 Generated with Movement, Approach, & Intersection Results 9.47 9.4713.06 12.51 10.6610.6617.6933.89 27.21d_M, Delay for Movement [s/veh]17.6727.45 44.76 A AB BBBBCCMovement LOS BCD 10.30 11.72d_A, Approach Delay [s/veh]24.4928.73 B BCApproach LOS C 21.06d_I, Intersection Delay [s/veh] CIntersection LOS 0.306Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 31.51 31.5131.51d_p, Pedestrian Delay [s]31.51 2.228 2.383I_p,int, Pedestrian LOS Score for Intersection 2.5182.973 B BCrosswalk LOS BC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 525 5251275c_b, Capacity of the bicycle lane [bicycles/h]875 21.76 21.76d_b, Bicycle Delay [s]12.66 5.26 1.748 2.398I_b,int, Bicycle LOS Score for Intersection 2.032 1.945 A BABicycle LOS B ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F73 Spack Consulting Version 5.00-00 Generated with Lane Configuration and Traffic Control Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F74 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Base Volume Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F75 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Net New Site Trips Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F76 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Future Total Volume Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F77 Spack Consulting Version 5.00-00 Generated with Intersection Analysis Summary 2/23/2018Report File: C:\...\Build Weekday AM with Mitigation - Vernon&Interlachenpdf.pdf Scenario 6 Build Weekday AM with MitigationVistro File: C:\...\Vernon Coffee Shop.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C25.20.437NEB LeftHCM 6th EditionSignalizedVernon Ave & Interlachen Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F78 Spack Consulting Version 5.00-00 Generated with 0.437Volume to Capacity (v/c): CLevel Of Service: 25.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Vernon Ave & Interlachen Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNorthwestboundNortheastboundWestboundApproach Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 176141398682423534012623838977Total Analysis Volume [veh/h] 4435992211198532599719Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor 167134378678403332312022637073Total Hourly Volume [veh/h] 42002008005600Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 320190000-191927-270Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 505000006600Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 16913134787639403359324438972Base Volume Input [veh/h] Interlachen BlvdInterlachen BlvdVernon AveVernon AveName Volumes Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F79 Spack Consulting Version 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoPedestrian Recall NoNoNoNoNoMaximum Recall NoNoNoNoNoMinimum Recall 0.02.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 03300330057170400Split [s] 0.01.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.00.0Amber [s] 03000300030300300Maximum Green [s] 050050055050Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 060020083040Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 2.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F80 Spack Consulting Version 5.00-00 Generated with 152.59103.6335.6424.26126.33129.37137.68267.38292.1974.3995th-Percentile Queue Length [ft] 6.104.151.430.975.055.175.5110.7011.692.9895th-Percentile Queue Length [veh] 84.7757.5719.8013.4870.1871.8776.49162.76181.6741.3350th-Percentile Queue Length [ft] 3.392.300.790.542.812.873.066.517.271.6550th-Percentile Queue Length [veh] YesNoNoNoNoNoYesYesNoNoCritical Lane Group BBABCCDDDDLane Group LOS 11.6013.329.2815.5421.4421.4148.2438.9738.0638.61d, Delay for Lane Group [s/veh] 0.330.290.080.080.290.290.780.830.830.38X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.930.530.160.280.250.248.125.174.331.15d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.500.500.110.110.110.110.110.11k, delay calibration 10.6712.799.1115.2621.1921.1740.1233.7933.7237.47d1, Uniform Delay [s] 95513781037536634655161353403204c, Capacity [veh/h] 1703254218481062181018701781163618701007s, saturation flow rate [veh/h] 0.190.160.050.040.100.100.070.180.180.08(v / s)_i Volume / Saturation Flow Rate 0.560.560.560.560.350.350.090.220.220.22g / C, Green / Cycle 5151515131318191919g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.002.000.002.000.000.000.000.000.002.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090909090C, Cycle Length [s] CLCLCCLCCLLane Group Lane Group Calculations Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F81 Spack Consulting Version 5.00-00 Generated with Movement, Approach, & Intersection Results 9.28 9.2815.54 13.32 11.6011.6021.4438.61 38.19d_M, Delay for Movement [s/veh]21.4338.97 48.24 A AB BBBCDDMovement LOS CDD 11.30 12.56d_A, Approach Delay [s/veh]28.1738.50 B BCApproach LOS D 25.20d_I, Intersection Delay [s/veh] CIntersection LOS 0.437Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 36.45 36.4536.45d_p, Pedestrian Delay [s]36.45 2.182 2.499I_p,int, Pedestrian LOS Score for Intersection 2.5983.241 B BCrosswalk LOS BC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 644 6441178c_b, Capacity of the bicycle lane [bicycles/h]800 20.67 20.67d_b, Bicycle Delay [s]16.20 7.61 1.777 2.809I_b,int, Bicycle LOS Score for Intersection 2.187 1.980 A CABicycle LOS B ----------------Ring 4 ----------------Ring 3 -------------8-6Ring 2 -------------432Ring 1 Sequence Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F82 Spack Consulting Version 5.00-00 Generated with Lane Configuration and Traffic Control Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F83 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Base Volume Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F84 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Net New Site Trips Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F85 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Future Total Volume Appendix F - Capacity Analysis Backup 5000 Vernon Coffee Shop TIS F86 Spack Consulting Drive-Through Queue Generation 1 February 2012 Drive-Through Queue Generation Mike Spack, PE, PTOE, Max Moreland, EIT, Lindsay de Leeuw, Nate Hood 1.0 Introduction This report provides queuing data for businesses with drive-through services. It is intended to be an aid for site designers and reviewers, similar to the Institute of Transportation Engineers’ Trip Generation and Parking Generation reports. The data presentation is modeled on the Parking Generation report and data is provided based on at least six sites, similar to data sets marked as statistically significant in Trip Generation. Businesses with drive-through lanes are very common in the United States and having data that gives usage information for drive-through lanes will assist designers as well as cities in determining the appropriate amount of storage needed for proposed drive-through businesses. Data for drive-through queues was published by the ITE Technical Council Committee 5D-10 in 1995 based on information collected between the late 1960’s and the 1990’s. A paper was also published in 2009 by Mark Stuecheli, PTP giving updated information for bank and coffee shop drive-through lanes. The results from the 2009 study are incorporated into this paper (thank you Mark for your assistance). 2.0 Data Collection Data was collected using COUNTcam video recording systems at a total of 30 drive-through locations in Minneapolis, MN and several surrounding suburbs between 2010 and 2012 (26 of the 30 videos were recorded in February of 2012, which should represent peak usage in the cold Minnesota winter). Videos of drive-through lanes were collected at banks, car washes, coffee shops, fast food restaurants and pharmacies. A total of six locations were selected for each of the five different land uses. Each location was recorded for between one and five days where the majority of locations were recorded for two consecutive days. The days of the week that each video was recorded on varies. The 24-hour videos were watched at high speeds with the PC-TAS counting software and maximum queues throughout the day were noted. Most of the COUNTcams were set up such that the entire queue lane could be seen, but at a few locations the drive-through lanes wrapped around the building in a way that the entire queue length would not be able to be seen. For these situations, the COUNTcams were set up so that the ordering window and back of the queue could be seen and it was noted how many vehicles could fit between the ordering window and the front of the queue. For drive-through locations with multiple lanes, the number of lanes was noted but the maximum queue is defined as the sum of the queues at each lane for any given point in time, not the queue per lane. This approach provides overall demand, which may assist designers in determining how many drive through lanes are appropriate in addition to determining how long they should be. Appendix G - Drive Thru Queue Generation Study 5000 Vernon Coffee Shop TIS G1 Spack Consulting Drive-Through Queue Generation 2 February 2012 Once the maximum queue for each day at each location was determined, the data was compiled and statistics for each land use were calculated. The average maximum queue, standard deviation, coefficient of variation, range, 85th percentile and 33rd percentile were calculated for each land use. Data for drive-through coffee shops and banks from the Kansas City, Kansas metropolitan area was published in the 2009 paper New Drive-Through Stacking Information for Banks and Coffee Shops by Mark Stuecheli. This data is included in the analysis. 3.0 Data Analysis Based on the peak queue lengths, it is apparent that each land use will require a different minimum drive through stacking distance. The results for each land use can be found below. The peak queue lengths for each location, broken down by land use and day of the week, can be found in the Appendix. 3.1 Banks Data collection was done at six banks with drive-through services (including one credit union) in August 2011 and February 2012. Twelve days of data were collected. The banks were located in the cities of Minneapolis, Robbinsdale and St. Louis Park, MN. All of the locations had a lane with a drive-through ATM and at least two other lanes. Though service times may differ for ATM lanes compared to the regular lanes, the maximum queues were counted together. This is because based upon what was observed, vehicles would occasionally switch the lane they were in. For example, a vehicle waiting in the ATM line with a queue of three vehicles may move over to a regular line with a queue of only one vehicle. Much of what can be done at the bank’s drive-through lane can also be accomplished at that bank’s ATM and vice versa. Vehicles being served were counted as being in the queue. Nine days of data from the Kansas City, Kansas area is also included. This data does not factor in vehicles in ATM lanes. Table 3.1 – Drive-Through Bank Maximum Queue Statistics Minnesota Data Minnesota + Kansas Data Number of Data Points 12 21 Average Maximum Queue (Vehicles) 5.83 5.76 Standard Deviation (Vehicles) 1.85 2.21 Coefficient of Variation 32% 38% Range (Vehicles) 3 to 8 1 to 10 85th Percentile (Vehicles) 8.00 8.00 33rd Percentile (Vehicles) 5.00 5.00 Appendix G - Drive Thru Queue Generation Study 5000 Vernon Coffee Shop TIS G2 Spack Consulting Drive-Through Queue Generation 3 February 2012 Figure 3.1.1 – Drive-Through Bank Maximum Queue Frequency – Minnesota Data Figure 3.1.2 – Drive-Through Bank Maximum Queue Frequency – Minnesota + Kansas Data 0 1 2 3 4 1 2 3 4 5 6 7 8 Fr eq u e n c y Maximum Queue Length (Vehicles) 0 1 2 3 4 5 0 1 2 3 4 5 6 7 8 9 10 Fr eq u e n c y Maximum Queue Length (Vehicles) Appendix G - Drive Thru Queue Generation Study 5000 Vernon Coffee Shop TIS G3 Spack Consulting Drive-Through Queue Generation 4 February 2012 The data for Kansas banks was collected between 4:30pm and 6:00pm. While many of the maximum queues for the data collected in Minnesota were between these times, maximum queues occurred between 8:30am and 5:30pm so it is possible that some of the Kansas data does not capture the actual maximum queues for the day. The number of available lanes at banks, not including the ATM lane, ranged from two to seven lanes (though the most open at one time was five lanes). Even though plenty of lanes were available, cars often stacked at the lane closest to the building, thus additional lanes may not result in shorter queues. With an 85th percentile maximum queue of eight vehicles, the data suggests that banks with drive-through lanes should be able to accommodate 160 feet of vehicle stacking. 3.2 Car Washes Data collection was done at six car washes with drive-through services (including one full- service car wash) in February 2012. Twelve days of data were collected. The car washes were located in the cities of Falcon Heights, Hopkins, Minneapolis, Roseville and St. Louis Park, MN. Five of the six car washes (excluding the full-service car wash) were located at gas stations. Only the vehicles waiting in line were counted; vehicles being washed were not added to the queue. Table 3.2 – Drive-Through Car Wash Maximum Queue Statistics Number of Data Points 12 Average Maximum Queue (Vehicles) 4.42 Standard Deviation (Vehicles) 2.31 Coefficient of Variation 52% Range (Vehicles) 1 to 10 85th Percentile (Vehicles) 6.20 33rd Percentile (Vehicles) 3.00 Appendix G - Drive Thru Queue Generation Study 5000 Vernon Coffee Shop TIS G4 Spack Consulting Drive-Through Queue Generation 5 February 2012 Figure 3.2 – Drive-Through Car Wash Maximum Queue Frequency Two of the car washes had two lanes while the other four were one lane car washes. The full- service car wash had two lanes and also produced the highest maximum queue of 10 vehicles. The maximum queues for car washes were spread throughout the afternoon from 12:30pm to 8:30pm. With an 85th percentile maximum queue of more than six vehicles, the data suggests that car washes with drive-through lanes should be able to accommodate 140 feet of vehicle stacking throughout the day. 3.3 Coffee Shops Data collection was done at six coffee shops with drive-through services in November 2010, August 2011 and February 2012. Fourteen days of data were collected. The coffee shops were located in the cities of Edina, Hopkins, Minneapolis, Roseville and St. Louis Park, MN. Vehicles being served were counted as being in the queue. Twelve days of data from the Kansas City, Kansas area is also included. Table 3.3 – Drive-Through Coffee Shop Maximum Queue Statistics Minnesota Data Minnesota + Kansas Data Number of Data Points 14 26 Average Maximum Queue (Vehicles) 11.00 10.23 Standard Deviation (Vehicles) 2.25 2.76 Coefficient of Variation 20% 27% Range (Vehicles) 7 to 16 3 to 16 85th Percentile (Vehicles) 13.50 13.00 33rd Percentile (Vehicles) 10.00 9.91 0 1 2 3 4 5 0 2 4 6 8 10 Fr eq u e n c y Maximum Queue Length (Vehicles) Appendix G - Drive Thru Queue Generation Study 5000 Vernon Coffee Shop TIS G5 Spack Consulting Drive-Through Queue Generation 6 February 2012 Figure 3.3.1 – Drive-Through Coffee Shop Maximum Queue Frequency – Minnesota Data Figure 3.3.2 – Drive-Through Coffee Shop Maximum Queue Frequency – MN + KS Data 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Fr eq u e n c y Maximum Queue Length (Vehicles) 0 1 2 3 4 5 6 2 4 6 8 10 12 14 16 Fr eq u e n c y Maximum Queue Length (Vehicles) Appendix G - Drive Thru Queue Generation Study 5000 Vernon Coffee Shop TIS G6 Spack Consulting Drive-Through Queue Generation 7 February 2012 Coffee shops produced the longest maximum queues of any of the land uses in this study with all of the maximum queues occurring in the morning. In four of the six cases, the queues spilled out of the parking lot and into the street. These spillovers would typically only happen once or twice a day and last only a few minutes, however, one location had stacking into the street for about 15 minutes in addition to multiple periods of several minutes where cars would queue in the street. With an 85th percentile maximum queue of 13 vehicles, the data suggests that coffee shops with drive-through lanes should be able to accommodate at least 260 feet of vehicle stacking during morning hours. 3.4 Fast Food Restaurants Data collection was done at six fast food restaurants with drive-through services in August 2011 and February 2012. Fourteen days of data were collected. The restaurants were located in the cities of Golden Valley, Hopkins, Minneapolis and St. Louis Park, MN. Vehicles being served were counted as being in the queue. Table 3.4 – Drive-Through Fast Food Restaurant Maximum Queue Statistics Number of Data Points 14 Average Maximum Queue (Vehicles) 8.50 Standard Deviation (Vehicles) 2.68 Coefficient of Variation 32% Range (Vehicles) 5-13 85th Percentile (Vehicles) 12.00 33rd Percentile (Vehicles) 7.90 Appendix G - Drive Thru Queue Generation Study 5000 Vernon Coffee Shop TIS G7 Spack Consulting Drive-Through Queue Generation 8 February 2012 Figure 3.4 – Drive-Through Fast Food Restaurant Maximum Queue Frequency The maximum queues for fast food restaurants were spread throughout the day from 8:00am to 10:00pm. With an 85th percentile maximum queue of 12 vehicles, the data suggests that fast food restaurants with drive-through lanes should be able to accommodate 240 feet of vehicle stacking throughout the day. 3.5 Pharmacies Data collection was done at six pharmacies with drive-through services in February 2012. Twelve days of data were collected. The pharmacies were located in the cities of Hopkins, Minneapolis, New Hope and Robbinsdale, MN. Vehicles being served were counted as being in the queue. Table 3.5 – Drive-Through Pharmacy Maximum Queue Statistics Number of Data Points 12 Average Maximum Queue (Vehicles) 2.92 Standard Deviation (Vehicles) 1.16 Coefficient of Variation 40% Range (Vehicles) 1-5 85th Percentile (Vehicles) 4.05 33rd Percentile (Vehicles) 2.00 0 1 2 3 4 5 4 5 6 7 8 9 10 11 12 13 Fr eq u e n c y Maximum Queue Length (Vehicles) Appendix G - Drive Thru Queue Generation Study 5000 Vernon Coffee Shop TIS G8 Spack Consulting Drive-Through Queue Generation 9 February 2012 Figure 3.5 – Drive-Through Pharmacy Maximum Queue Frequency The maximum queues for pharmacies were spread throughout the day from 8:00am to 10:00pm. With an 85th percentile maximum queue of more than 4 vehicles, the data suggests that pharmacies with drive-through lanes should be able to accommodate 100 feet of vehicle stacking throughout the day. 4.0 Conclusions The 85th percentile maximum queue lengths for each land use are: 160 feet for banks (eight vehicles), 140 feet for car washes (seven vehicles), 260 feet for coffee shops (13 vehicles), 240 feet for fast food restaurants (12 vehicles) and 100 feet for pharmacies (five vehicles). While some of the locations observed have an excess of space dedicated to drive-through lanes (i.e. some banks and pharmacies), others could occasionally use additional space for drive- through lanes (i.e. coffee shops in the morning). Fast food restaurants and coffee shops have the longest maximum queues of the five land uses observed. Coffee shops have a tendency for the morning queues to build so long that they spill out onto the street, though, as is expected, their afternoon and evening queues are minimal. Fast food restaurants also have large queues, but they tended to have enough dedicated space that stacking did not go beyond the designated queuing area. 0 1 2 3 4 5 0 1 2 3 4 5 Fr eq u e n c y Maximum Queue Length (Vehicles) Appendix G - Drive Thru Queue Generation Study 5000 Vernon Coffee Shop TIS G9 Spack Consulting Drive-Through Queue Generation 10 February 2012 The data collected for this paper along with the data from the papers by Mark Stuecheli and the ITE Technical Committee 5D-10 (see Appendix for both of these) will hopefully provide useful data for traffic engineers and others trying to analyze drive-through queuing storage areas. 5.0 Labor Savings of the COUNTkit Deploying people in the field to perform this data collection would not have been feasible. Using the COUNTcam video system made it possible to observe the drive through lanes 24 hours a day and the PC-TAS software made the data reduction practical. One location was recorded in November 2010 for 6 hours, three locations were recorded in August 2011 for a total of 202 hours and 26 locations were recorded in February 2012 for a total of 1012 hours. These 1220 hours of video were counted with a total of 120 hours of labor, meaning the videos were watched at approximately 10x speed. Installation of a COUNTcam takes approximately 10 minutes and retrieval takes approximately 5 minutes. This whole project was completed in approximately 3 weeks. 6.0 References 1. Stuecheli, M. (2009). New Drive-Through Stacking Information for Banks and Coffee Shops. ITE 2009 Annual Meeting and Exhibit. Print. 2. ITE Technical Committee 5D-10. “Queuing Areas for Drive-Thru Facilities.” ITE Journal (May 1995): 38-42. Print. 3. Institute of Transportation Engineers. Parking Generation. 4th ed. Washington, DC: Institute of Transportation Engineers, 2010. Print. 4. Institute of Transportation Engineers. Trip Generation. 8th ed. Washington, DC: Institute of Transportation Engineers, 2008. Print. 7.0 Appendix A – Day of Week Maximum Queues B – New Drive-Through Stacking Information for Banks and Coffee Shops C – ITE Technical Committee 5D-10: Queuing Areas for Drive-Thru Facilities D – Drive-Through Data Forms Appendix G - Drive Thru Queue Generation Study 5000 Vernon Coffee Shop TIS G10 Spack Consulting PROPOSED LOCATION EDINA, MINNESOTA NWC VERNON AVENUE AND INTERLACHEN BOULEVARD EDINA PLANNING COMMISSION MARCH 14, 2018 View from Interlachen Boulevard and Vernon Avenue Intersection PROTOTYPE CARIBOU & EINSTEIN Future Interlachen Boulevard Improvement Future Vernon Avenue Improvement Revised Site Plan SEVEN GUIDING PRINCIPLES Do you know anyone with children? OPTIONAL WIDENED DRIVEWAY TYPICAL SITE / NO VARIANCES CARIBOU COFFEE VERNON AND INTERLACHEN 14 REASONS TO VOTE YES! 1.We provide the land at NO COST to create two left turn lanes and a bike lane from Interlachen onto Vernon eastbound, land along Vernon Ave to create new bike lanes, all at NO COST to the City and in compliance with Edina Engineering recommendations. 14 REASONS TO VOTE YES! 2.We up-zone from current PCD4 (car wash, gas station, tobacco) to PCD2 14 REASONS TO VOTE YES! 3.We will remove the unsightly power poles at NO COST to the City. 14 REASONS TO VOTE YES! 4.We eliminate a curb cut on Vernon Avenue. 14 REASONS TO VOTE YES! 5.Improved sidewalks and pedestrian separation. 14 REASONS TO VOTE YES! 6.We alleviate pressure on other area coffee shop. 14 REASONS TO VOTE YES! 7.We add 15% more greenspace. 14 REASONS TO VOTE YES! 8.We provide storm water management (none now) 14 REASONS TO VOTE YES! •We provide a huge art wall on the existing 12’ retaining wall. 14 REASONS TO VOTE YES! 10.We have 3 sidewalk connections 14 REASONS TO VOTE YES! 11.Parents with children in car-seats love drive-thrus! 14 REASONS TO VOTE YES! 12.The site is very constrained due to size, shape and topography – alternative uses do not exist. 14 REASONS TO VOTE YES! 13.Caribou captures the existing traffic on their way to work, it does not create traffic. 14 REASONS TO VOTE YES! 14.Petroleum contamination cleaned up. THANK YOU! •Questions? Rezoning, Site Plan with Variances –Caribou Coffee & Einstein Bagels –5000 Vernon www.EdinaMN.gov 2 www.EdinaMN.gov 3 www.EdinaMN.gov 4 www.EdinaMN.gov 5 www.EdinaMN.gov 6 www.EdinaMN.gov 7 This Request Requires: www.EdinaMN.gov 8 Rezoning from Planned Commercial District 4, (PCD-4) to Planned Commercial District 2, (PCD-2) Setback Variances as follows: 1. Building Front Yard Setback (Vernon) from 35 to 25 feet 2. Parking/Drive Aisle Setback (Interlachen) from 20 feet to 5 feet (Existing condition) 3. Parking/Drive Aisle Setback (Vernon) from 20 feet to 4 feet (Existing condition) 4. Parking/Drive Aisle Setback (Rear) from 10 feet to 8 feet (Existing condition) www.EdinaMN.gov 9 www.EdinaMN.gov 10 City Standard (PCD-2) Proposed Building Setbacks Front – Interlachen Front – Vernon Side – West Parking Drive Aisle Front – Interlachen Front – Vernon Side – West 35 feet 35 feet 25 feet 20 feet 20 feet 10 feet 50 feet 25 feet* 29 feet 5 feet* 4 feet* 10 feet Building Height Four stories and 48 feet One-story Maximum Floor Area Ratio (FAR) 1.5% .12% Parking Stalls 18 stalls 22 stalls Parking Stall Size 8.5’ x 18’ 8.5 x 18’ Drive Aisle Width 24 feet 24 feet Drive Through Stacking 4 stalls 12 stalls www.EdinaMN.gov 11 25 Variances Requested 4 8 4 www.EdinaMN.gov 12 www.EdinaMN.gov 13 Traffic Study EdinaMN.gov 14 The study concludes that the proposed use could cause the following traffic issues: Southbound queues on Interlachen could block the drive entrance into the site, even with the construction of an additional southbound turn lane, which is also recommended. Drive-through circulation will routinely block parking stalls (employee) during peak periods and cause general conflicts. Studies of other coffee shop drive-thru stacking suggest an 85th percentile maximum queue length of 13.5 vehicles. The proposed site plan shows storage for 12 vehicles. One or two additional vehicles, matching the study of other sites, would impact site circulation, the access intersection with Interlachen Boulevard, and potential the Interlachen Boulevard/Vernon Avenue intersection during peak periods. The sidewalk design lacks boulevard separation from the driving and parking areas,which decreases pedestrian comfort.The Grandview Transportation Study recognizes buffers as a key component to improved walkability. Primary Issues Is the Rezoning to PCD-2 reasonable for this site? Are the Variances justified? EdinaMN.gov 15 Is the Rezoning Reasonable? 1.The proposal is inconsistent with the Grandview District Development Framework vision of creating a more pedestrian friendly district. While sidewalks and bike lanes are proposed, they would be in conflict with the drive-through, drive-aisles and parking lot when accessing the proposed new store. A Goal of the Grandview Framework and the Grandview Transportation Study is to create a separate pathway for destination automobile traffic. The following goals are highlighted: EdinaMN.gov 16 Completely rethink and reorganize the District’s transportation infrastructure to: Make the District accessible and inviting to pedestrians and cyclists; Create connections between the different parts of the District; Maintain automobile-friendly access to convenience retail; Create separate pathways for “pass-through” and “destination” automobile traffic; and Preserve future transit opportunities provided by the rail corridor in a way that ensures that the kinds of opportunities pursued in the future are consistent with the character we envision for the District and provide benefit to the surrounding neighborhood.” www.EdinaMN.gov 17 Is the Rezoning Reasonable? 2.The sidewalk design lacks adequate boulevard separation from the driving and parking areas, which decreases pedestrian comfort. The Grandview Transportation Study recognizes buffers as a key component to improved walkability. (See attached pages from the Transportation Study.) EdinaMN.gov 18 Is the Rezoning Reasonable? 3.The proposal could have negative impacts on adjacent roadways. 4.Drive-through circulation would block required parking (employee). 5.If there were no drive-through on the site there could be room on the site to locate sidewalks further away from Interlachen and Vernon and a safer and more convenient sidewalk connection to proposed uses on the site. EdinaMN.gov 19 Are the Variances Justified? www.EdinaMN.gov 20 www.EdinaMN.gov 21 25 Variances Requested 4 8 4 Recommendation EdinaMN.gov 22 www.EdinaMN.gov 23 www.EdinaMN.gov 24 www.EdinaMN.gov 25 www.EdinaMN.gov 26 www.EdinaMN.gov 27 www.EdinaMN.gov 28 www.EdinaMN.gov 29 www.EdinaMN.gov 30 www.EdinaMN.gov 31 www.EdinaMN.gov 32 www.EdinaMN.gov 33 www.EdinaMN.gov 34 www.EdinaMN.gov 35 G U S Y O U N G L N 2" T- B U R T - B U R T - B U R T - B U R T- B U R T - B U R T - B U R T- B U R T- B U R T- B U R T - B U R T - B U R T - B U R T - B U R P - O H P - O H P - O H P - O H P - O H P - O H P - B U R P - B U R P- B U R P- B U R P - B U R P - B U R HH E EE HH HH I N T E R L A C H E N B L V D VERN O N A V E S CSAH 1 5 8 5200 5000 5209 5205 5000 24 5010 5013 5017 5021 5025 5029 5033 5037 5207 5002 5211 C P R A I L H O L I D A Y S T A T I O N S T O R E PHONE: 952.912.2600 10901 RED CIRCLE DRIVE, SUITE 300 MINNETONKA, MN 55343 www.sehinc.comDESIGN TEAM NO.BY DESIGNER: DRAWN BY: CHECKED BY: FILE NO. Date:Lic. No.REVISIONSDATE 144997 EDINA, MINNESOTA INTERLACHEN BLVD/VERNON AVE INTERSECTION EVALUATIONPRELIMI N A R Y 1 1 EXISTING SIDEWALK EASEMENT B672 CURB AND GUTTER (BIKE LANE) B672 CURB AND GUTTER (BIKE LANE) PROPOSED 5' WIDE CITY SIDEWALK EXISTING HOLIDAY STATIONSTORES SIGN REMOVE LANDSCAPING PILLARS AND FENCING RELOCATE SIGNAL SYSTEM ELECTRICAL BOX REMOVE SIGNAL POLE AND MAST ARM REMOVE SIGNAL POLE AND MAST ARM RELOCATE ALL PRIVATE UTILITY BOXES PROPOSED HENNEPIN COUNTY 10' WIDE PAVED TRAIL REMOVE LANDSCAPING PILLARS AND FENCING PROPOSED HENNEPIN COUNTY 5' WIDE BLVD POTENTIAL BIKE BOX OR 2-STAGE CROSSING. FURTHER INVESTIGATION NEEDED. PROTECT EXISTING SIGN LOWER EXISTING SIDEWALK. INSTALL APPROXIMATE 3' TALL RETAINING WALL ALONG SOUTH/WEST SIDEWALK EDGE. REMOVE WOOD POWER POLES AND OVERHEAD POWER LINES BETWEEN POLES PROPERTY LINE (TYP.) NOTE: PARCEL/ROW LINEWORK OBTAINED JANUARY 2018 FROM HENNEPIN COUNTY PARCEL DATASET. REMOVE AND REPLACE SIGNAL POLE AND MAST ARM WITH LARGER POLE AND MAST ARM FOR DUAL SOUTHBOUND LEFT TURN LANE PLACEMENT OF HEADS RELOCATE LIGHT POLES REVISED SIGNAL SYSTEM TO INCLUDE LEADING PEDESTRIAN INDICATOR BEGIN 30:1 CURB TAPER END 30:1 STRIPING TAPER BEGIN 30:1 STRIPING TAPER END 30:1 CURB TAPER 10.5'11' 11' 15' 12' 12' 14' 13.5' WB-62 DESIGN VEHICLE END 30:1 STRIPING TAPER BEGIN 30:1 CURB TAPER BEGIN 30:1 STRIPING TAPER END 30:1 CURB TAPER 11' MODIFY PARKING LOT ISLAND CURB LINE F&I NEW SIGNAL POLE AND MAST ARM APPROX. 70 SF EASEMENT REQD. APPROX. 85 SF EASEMENT REQD. APPROX. 70 SF SIDEWALK EASEMENT REQD. APPROX. 205 SF SIDEWALK EASEMENT REQD. F&I NEW SIGNAL POLE AND MAST ARM NEW SIGNAL POLE AND MAST ARM REQUIRED WITH COUNTY PROJECT TO WIDEN VERNON AVE. (MAINTAIN EXISTING SIGNAL POLE AND MAST ARM FOR INTERLACHEN BLVD WORK ONLY) APPROX. 140 SF SIDEWALK EASEMENT REQD. REMOVE AND REPLACE CATCH BASINS RELOCATE HAND HOLES 5000 5100 5013 5017 5029 5033 5037 5041 5045 5049 5105 > > > > FO FO T - B U R T - B U R T - B U R HH > G U S Y O U N G L N VERN O N A V E S CSAH 1 5 8 PHONE: 952.912.2600 10901 RED CIRCLE DRIVE, SUITE 300 MINNETONKA, MN 55343 www.sehinc.comDESIGN TEAM NO.BY DESIGNER: DRAWN BY: CHECKED BY: FILE NO. Date:Lic. No.REVISIONSDATE 144997 EDINA, MINNESOTA INTERLACHEN BLVD/VERNON AVE INTERSECTION EVALUATIONPRELIMI N A R Y 1 1 10' 11' 11' 13' 13' APPROX. 540 SF OF TRAIL EASEMENT REQD. PARKING LOT ISLAND TO BE RECONFIGURED WITH INTERLACHEN BLVD IMPROVEMENTS REMOVE LANDSCAPING PILLARS AND FENCING ALONG EAST/SOUTH SIDE OF VERNON AVE. 2' WIDE CLEAR 8' WIDE TRAIL 10' WIDE TOTAL 8' WIDE SIDEWALK (TYP.) 1' WIDE BUFFER 7' WIDE RAISED BIKE LANE 2' WIDE BUFFER 10' WIDE TOTAL (TYP.) 4' WIDE BLVD. 0 feetscale 20 4020 10 END 10:1 CURB TAPER BEGIN 10:1 CURB TAPER REMOVE/RELOCATE STREET LIGHTS (TYP.) BEGIN 20:1 TRAIL TRANSITION END 20:1 TRAIL TRANSITION 13' 13'10' BEGIN LANE REDUCTION END LANE REDUCTION REMOVE/RELOCATE HANDHOLES (TYP.) MERGE AHEAD SIGN BEGIN MERGE SIGN 6' WIDE BLVD. P: \ A E \ E \ E d i n a \ 1 4 4 9 9 7 \ 5 - f i n a l - d s g n \ 5 1 - d r a w i n g s \ 1 0 - C i v i l \ c a d \ d w g \ p l n s h t s \ E D I N A 1 4 4 9 9 7 L A N E L A Y O U T V e r n o n . d w g Date: March 20, 2018 Agenda Item #: VII.A. To:Mayor and City Council Item Type: Report / Recommendation From:Debra A. Mangen, City Clerk Item Activity: Subject:Resolution No. 2018-28: Accepting Various Grants & Donations Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Motion adopting Resolution No. 2018-28. INTRODUCTION: In order to comply with State Statutes, all donations to the City must be adopted by a resolution approved by four favorable votes of the Council accepting the donation. I have prepared the attached resolution detailing the various donors, their gifts and the departments receiving donations for your consideration. ATTACHMENTS: Description Resolution No. 2018-28 Accepting Donations RESOLUTION NO. 2018-28 ACCEPTING DONATIONS ON BEHALF OF THE CITY OF EDINA WHEREAS, Minnesota Statute 465.03 allows cities to accept grants and donations of real or personal property for the benefit of its citizens; WHEREAS, said donations must be accepted via a resolution of the Council adopted by a two thirds majority of its members. NOW, THEREFORE, BE IT RESOLVED, that the Edina City Council accepts with sincere appreciation the following listed grants and donations on behalf of its citizens. Parks & Recreation: Edina Art Center Edina Crime Fund $13,000.00 Edina Fall Into the Arts Festival Proceeds Richard Griffith Art Supplies & 75 Design Magazine Art Center Supplies & Library Dated: March 20, 2018 Attest: Debra A. Mangen, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of March 20, 2018, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ______________ day of ___________________, ____________. City Clerk Date: March 20, 2018 Agenda Item #: VIII.A. To:Mayor and City Council Item Type: Advisory Communication From:Sharon Allison, Executive Assistant Item Activity: Subject:Correspondence Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Attached are correspondences received since the last City Council meeting. ATTACHMENTS: Description Correspondences City of Edina Correspondence Submission Correspondence Selection Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Comments * File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. Mayor & City Council Jennifer Janovy no dashes or spaces jjanovy@outlook.com Please see attached. Attachments allowed: pdf, jpg, png Janovy Correspondence March 10 2018.pdf 36.33KB 3/10/2018 Dear City Council/HRA Board, Last month, I wrote to you about the attitudes and reflexive beliefs that can get in the way of accurately seeing, hearing and understanding residents’ perspectives. As with my January email to you, I asked for a response. Thank you to Council member Stewart for his reply. In a city of around 52,000 residents, it seems safe to say that most have little reason to engage with their City government. Some who do engage may not have a clear idea how the City works. There are common misconceptions, such as the City and school district are one; the City collects sales tax at the liquor stores; the mayor has significantly more authority than other Council members; and the City Council must abide by the comp plan, City policies, and City code. The last misconception can be especially vexing for residents who rely on officials to adhere to City plans, policies and ordinances without what can look like convenient interpretation or complete dismissal. The rules applying to who must follow City code can be uneven. On the one hand, if a resident fails to follow City code—for example, parks for more than six hours on a City street—they may be penalized. But if the Council fails to follow City code in some aspect of its decision making, or fails to direct enforcement of City code, the City Council applies no penalty to its conduct. “The Council doesn’t follow the comp plan.” “The Council doesn’t follow City code.” “The City manager doesn’t enforce City code.” These and similar statements have been expressed many times over the years, especially related to development and the impacts of residential construction. I have seen residents band together to try to persuade the Council to follow the comp plan and City code. I have seen residents get angry, harbor resentments, give up. In a handful of cases, I have seen them appeal to state agencies or the courts. The unfortunate truth is that the City Council largely can do as it chooses to, regardless of the plans and policies it has adopted. That is a hard thing for residents who trust in the authority of these documents to believe, and even harder to accept. Often, they entreat: “The comp plan says....” “The zoning code says….” “The policy says….” “Yes, but,” the Council can seem to say back, “We have flexibility and discretion in decision making, and while the words and illustrations in these documents do bear on our decisions, we can exercise flexibility and discretion as we think best.” If flexibility and discretion guide the applicability of plans, policies, and ordinances (and not the other way around), then what guides the applicability of flexibility and discretion? In my last email, I asked whether the Council attends to its own culture and operations and suggested that some self-reflection and sharpening of Council policies would be helpful. What does it mean to attend to Council culture and operations? Consider: • Is there an ethics policy and a culture of adherence? • Is there a City Council policy manual? Is it complete, organized, and current? Is there a schedule for policy review and updates? • Do City Council/HRA board members receive ongoing/repeat training? • Does the City Council seek review of its own performance? Does it set goals for improvement that Council members and the Council as a whole are accountable to? • Does the Council have a mission statement, expressing the values that it embodies? Flexibility and discretion need guiding stars: strong character, preparedness, and deference to common standards (i.e., adopted plans, policies, written procedures, ordinances). Perhaps a village council could put discretion and flexibility at the apex of its decision making, but Edina is a city of around 52,000 residents whose diverse interests and perspectives demand that our Council function with greater objectivity, reliability and accountability. Please let me know your thoughts. Thanks for reading and, as always, my sincere thank you for your service to our community. Jennifer Janovy Edina City of Edina Correspondence Submission Correspondence Selection Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Mayor & City Council Nick Kleinwachter 5616 Xerxes Ave S Edina MN 55410 7634428473 no dashes or spaces slick05@gmail.com Comments * File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. Hello, I've noticed recently that US Internet has expanded throughout parts of Minneapolis including across the street from us on Xerxes Ave. However in reaching out to US Internet, it appears an agreement has not been reached yet to provide service in Edina. I would encourage the city to move forward in finding a way to work with US Internet to provide fiber service to the citizens of Edina. We currently are limited to one provider option with higher than 12GB service in our area and we have not been satisfied with their service, so like most consumers we would love to have additional options. In reading reviews of US Internet and examining their higher speed fiber offerings at comparable prices, having this service available in the city seems like it would be a good option to provide all citizens. Thanks, Nick Kleinwachter Attachments allowed: pdf, jpg, png City of Edina Correspondence Submission Correspondence Selection Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Comments * File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. Mayor & City Council Tom Hoegh no dashes or spaces The plan calls for allowing 4 story buildings on France. However, the drawings show 4-story buildings where the 4th story is set back so as to be barely visible. The drawings should show what will be allowed. To do otherwise is dishonest. Attachments allowed: pdf, jpg, png City of Edina Correspondence Submission Correspondence Selection Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Comments * File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. Mayor & City Council Tom Hoegh no dashes or spaces FAKE VIEWS! The sketches on the city’s website show buildings with 3-story street frontage which is just over 1/2 the 60ft height that is actually allowed under the SAP plan. This is an intentional misrepresentation which violates public official’s duty to their constituency. Attachments allowed: pdf, jpg, png City of Edina Correspondence Submission Correspondence Selection Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Comments * File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. Mayor & City Council Kristina Matsch Edina MN 55424 no dashes or spaces knmatsch@yahoo.com So thankful that three buildings on the corner of France and 44th are being preserved. I have some real concerns about proposed new building on the other corner of France and 44th, particularly concerned about the traffic pattern and the height of the proposed building. Hope these concerns are taken into serious consideration.Thank you for listening! Attachments allowed: pdf, jpg, png Date: March 20, 2018 Agenda Item #: B.1. To:Mayor and City Council Item Type: Minutes From:Jackie Hoogenakker, Planning Division Item Activity: Subject:Minutes: Planning Commission, February 14, 2018 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Please find the February 14, 2018 approved Planning Commission Meeting Minutes. ATTACHMENTS: Description Minutes: February 14, 2018 Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 1 of 14 Minutes City Of Edina, Minnesota Planning Commission Edina City Hall Council Chambers February 14, 2018 I. Call To Order Chair Olsen called the meeting to order at 7:00 PM II. Roll Call Answering the roll were: Commissioners Lee, Thorsen, Strauss, Nemerov, Hamilton, Bennett, Berube, Chair Olsen. Student Members: Jones and Mittal. Staff, City Planner Teague, Asst. City Planner, Aaker, Transportation Planner, Nolan, Engineering Director, Millner, Engineering Services Manager, Bintner, Communications Coordinator, Eidsness, Support Staff, Hoogenakker III. Approval Of Meeting Agenda Commissioner Thorsen moved to approve the February 14, 2018, meeting minutes. Commissioner Bennett seconded the motion. All voted aye. The motion carried. IV. Approval Of Meeting Minutes Commissioner Lee moved to approve the January 24, 2018 meeting minutes to include changes from Commissioner Nemerov. Commissioner Thorsen seconded the motion. All voted aye. The motion carried. V. Public Hearings Chair Teague explained that because the traffic analysis was not completed the public hearing for Caribou Coffee and Einstein Bagels would be continued to the February 28, 2018, Planning Commission meeting. Teague noted that the applicants would be presenting their proposal in the Sketch Plan format. Commissioner Thorsen moved to continue the public hearing to the February 28, 2018, meeting of the Edina Planning Commission. Commissioner Lee seconded the motion. All voted aye. Public Hearing continued to February 28, 2018 at 7:00 PM, City Hall Council Chambers. Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 2 of 14 A. Rezoning and Variances – 5000 Vernon Avenue. Rezoning from PCD-4 to PCD-2 with Variances – Continue Public Hearing to February 28, 2018 Staff Presentation Planner Teague reported that the applicant is proposing to tear down the existing 5,000 square foot structure at 5000 Vernon Avenue and construct a new 2,748 square foot Caribou Coffee and Einstein Bagel Shop and drive-through. The request requires the following: • Rezoning from Planned Commercial District 4, (PCD-4) to Planned Commercial District 2, (PCD-2) • Setback Variances as follows: 1. Building Front Yard Setback (Vernon) from 35 to 25 feet 2. Parking/Drive Aisle Setback (Interlachen) from 20 feet to 5 feet (Existing condition) 3. Parking/Drive Aisle Setback (Vernon) from 20 feet to 4 feet (Existing condition) 4. Parking/Drive Aisle Setback (Rear) from 10 feet to 8 feet (Existing condition) A public hearing was scheduled for February 14th. However, the traffic study associated with the project will not be completed before February 14th. Therefore, rather than trying to proceed with specifics unknown in regard to traffic, pedestrian and bike traffic; the Planning Commission is asked to continue the public hearing on this request to February 28, 2018. Teague noted that this evening the Planning Commission is now asked to consider the proposed plans in a sketch plan format to provide the applicant with non-binding feedback. The public hearing and variance consideration would be on February 28th. Appearing for the Applicant Ted Carlson, Orion and Ed Farr, Edward Farr Architecture Inc. Discussion/Comments/Questions Commissioners raised the following: • Teague was asked if the site would continue to be accessed from Interlachen Boulevard. Teague responded in the affirmative. • Teague was asked if he knew what materials would be used on the exterior of the new building. Teague responded that his understanding was that the building would be brick. • It was suggested that the traffic consultants look carefully at vehicle que, noting the importance of vehicles not spilling onto Interlachen Boulevard. Applicant Presentation Mr. Carlson addressed the Commission and reported that he lives in the area and believes the requested rezoning was an up-zoning. Carlson said he believes the proposed use(s) upgrades the site and adds great Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 3 of 14 benefit to the neighborhood. Carlson also noted that he talked with Michael Frey with the Edina Art Center and discussed with him the potential of adding art to the large retaining wall on the site. Concluding, Carlson said that the nature of the proposed uses as a coffee and bagel shop would generate peak times; mostly in the morning before 10 AM. Mr. Farr addressed the Commission and presented a power point presentation highlighting the following: • The present building would be demolished and in its place, a new 2,800 square foot building would be built. • Close off 2nd curb cut on Vernon Avenue. • Widen slip lane. • The site provides ample stacking space. • Double drive up window. • Promotes the 7 guiding principles • Underground storm water system • Brick building with stone cap, pre-finished metal Discussion/Comments/Questions Commissioners presented the following: • The applicants were asked if the existing power poles would remain. Farr responded if so directed the power lines would be removed or relocated in coordination with the utility company. • Commissioners complimented the applicant on their use of the retaining wall as an art feature. Great idea. • The applicants were asked how a pedestrian would access the building. Farr responded that the sidewalk would be rebuilt with doors on the north and east elevation. The discussion continued with Commissioners focusing on the onsite circulation, access points, sidewalks etc. Chad Millner explained to the Commission that this corner would include multiple improvements. Millner also noted that much would depend on the County and what improvements they are considering in the immediate area. Millner said once the traffic analysis was submitted the City would be willing to work with the applicant and County, adding improvements need to be made. Continuing, the discussion Commissioners offered the following: • An opinion was expressed that Edina has been identified as urban questioning if this was the highest and best use of the site. Carlson responded that they did explore other options and concluded that this would be a good fit. Farr also pointed that the site at present is vacant and was little used. This proposal would add vibrancy to the corner. • The development team was complimented for their outreach with both the City and County. Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 4 of 14 • It was noted that the trail extends westward and a question was asked if the City would need to establish an easement. Millner said the City believes that it would require a 5-foot easement from the site. This would create an 8-foot trail with a 2-foot buffer. • Concerns were expressed over traffic, the pedestrian experience and the drive-through. Farr said they are working hard on creating an inviting site for everyone. They are also looking at removal of the fence on the corner to create a more inviting atmosphere. Farr acknowledged the site is difficult, especially taking into consideration the Summit grade change. Farr said they are using what they can to create a pedestrian, vehicle friendly site. • Consider expanding the landscaping along Vernon Avenue. • It was noted that there are many great things implemented into the project like the artist wall; however, the site continues to be automobile oriented. • Pay attention to the pedestrian experience, the site continues to have a lot of concrete. Site needs to be safe for the pedestrian and bike user; not only the car. • Questions were raised on the by-pass lane. Farr said the by-pass lane and site circulation is a convenience to their customers as it allows vehicles to move through more quickly if they only order coffee. It was acknowledged that if a bagel sandwich was ordered that order would take more time then strictly drink orders. Farr said he believes with the access off Vernon/Summit and the double window scenario stacking pressure would be minimized. • An opinion was expressed that although what is proposed is an improvement the site continues to feel wrong and is too automobile oriented. • It was noted that the present site is a sea of concrete that presently is not heavily used. This proposal would be a change and an improvement as long as the vehicle situation is handled correctly. Ensure that vehicles would not be backed onto City streets. • The opinion was expressed that this is a site could be considered a gateway and the circulation and pedestrian experience looks confusing and risky. Too much emphasis was placed on the drive-through and vehicles. Carlson responded that in his opinion the site would function as a gathering space for both pedestrians, bike users and vehicles. He reported the facility would have 45 indoor seats allowing many residents the opportunity to walk to the building and have coffee and a bagel. Carlson stressed their business is more than the drive-through. • It was suggested that this might not be the correct space for a drive-through. The site is at best challenging and it is difficult to imagine what would work well on this site because of its restraints imposed by both Interlachen Boulevard and Vernon Avenue. Unique site. • The site as designed gives the impression of a suburban concept. • An opinion was expressed on if the Commission should consider if the City even wants drive- through facilities in certain areas. Carlson commented that a drive-through was important for this use. Carlson pointed out that many many Edina residents with young children in car seats do not want to get out of the car and with this option can pick up breakfast and or lunch quickly without hassle. Chair Olsen thanked the applicants for their presentation and suggested as per the past conversation that more be done to create a pedestrian experience to include bikers. Connectivity and safety is important. Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 5 of 14 B. Front Yard Setback Variance – 6104 Westridge Boulevard, Edina, MN Staff Presentation Planner Aaker reported that Lucid Builders has submitted a variance application to rebuild a two story home with an attached three car garage on the same foundation as the existing home located at 6104 Westridge Blvd. Portions of the front building wall will be extended towards the front yard to line up with the existing front face of the home. The plan also includes a new front porch and second floor cantilevers. The existing home is nonconforming regarding the required front yard setback, which is the average front yard setback of the homes on either side. Rebuilding on top of the existing foundation continues the existing nonconforming front yard setback that has been in place since the home’s construction in 1956. A nonconforming setback may be maintained and added to the same nonconforming setback, to some extent, if it is a remodel/addition to an existing nonconforming structure. The house is proposed to be demolished down to the floor cap, so it is considered new construction and now all portions above the existing foundation must maintain the required setbacks. Rebuilding on the existing nonconforming foundation requires a front yard setback variance for the new two-story home and front porch. Aaker explained that the existing home is closer to the front yard lot line than the average front yard setback of the homes on either side. A nonconforming structure may be added to and remodeled, however, if more than 50% of the exterior wall area is removed, then it is considered new construction and must conform to all current zoning requirements. Aaker concluded that staff recommends approval of a variance to allow the construction of a new home that will be at a front yard setback of 53.33 feet, as requested subject to the findings listed in the staff report above, and subject to the following conditions: The site must be developed and maintained in conformance with the following plans: Survey date stamped January 11, 2018. Elevations and building plans date stamped January 11, 2018. Compliance with the conditions and comments listed in the Environmental Engineer’s memo. Appearing for the Applicant John Lucid, Lucid Builders Applicant Presentation Lucid said that the basement height remains the same and that they worked hard to stay within the existing footprint; however, had some difficulty with the existing non-conforming front yard setback. Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 6 of 14 Scott Bancroft property owner stated he was excited with the project and looked forward to many neighborhood social gatherings, adding he has lived in his house for 13 years. He thanked the Commission for their time. Public Hearing Chair Olsen opened the public hearing. Commissioner Bennett moved to close the public hearing. Commissioner Hamilton seconded the motion. All voted aye. The motion carried. Comments/Discussions/Questions Commissioners expressed the opinion that the applicant did a great job of neighborhood outreach and that this was a great example of achieving a great home by building on an existing foundation. Motion Commissioner Thorsen moved variance approval based on staff findings and subject to staff conditions. Commissioner Bennett seconded the motion. All voted aye. The motion carried. C. Bike and Pedestrian Plan – Comprehensive Plan Amendment Staff Presentation Mark Nolan, Edina Transportation Planner, addressed the Commission reporting that the City has been working with Community Design Group/SEH in developing a Pedestrian and Bicycle Master Plan as part of the 2018 Comprehensive Plan update. Nolan asked the Commission to note the City and consultants hosted a number of engagement events. In addition, the City hosted a project website where users could interact with a map to identify routes they use or could like to use. The City also asked residents to complete an online survey. Antonio Rosell delivered a power point presentation highlighting the following: • Community engagement began in July 2017. Interacted with 1100 Edina residents. • Engagement also found that the majority of participants actively walk 2-3 times per week. Residents also indicated it was important to them to be able to walk to schools, parks and neighborhoods (destinations). • It was found that biking is a popular activity in Edina. 55% of the respondents indicated they biked 2-3 times per week. Schools, parks and neighborhoods were high on the list of destinations. Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 7 of 14 • The Plan develops an all ages and abilities network for pedestrians and bikers. Develop pedestrian and bicycle “loops”. The loops need to provide both safety and comfort of the walker and biker. Identify links that may be a higher priority for both walkers and bikers. • Indicated Edina’s Twin Loops with Nine Mile Creek Regional Trail. Recommendation to connect neighborhoods. • Bike share potential. With graphics, Rosell indicated multiple options for both walking and biking to promote activity and connectivity. In closing, Rosell noted that in 2013 Edina updated a sidewalk plan. The City also added 10 miles of sidewalks and 40 miles of bike lanes. Commissioners expressed the following: • In the development of “loops”, would there be a process for resident feedback. Nolan responded in the affirmative. Residents would be notified and involved on both changes and additions to sidewalk and bike plans in their neighborhood. • It was suggested that an educational component be implemented to alert residents on all options out there for both pedestrians and bikers. Rosell responded that they would work with schools to set up an educational program. He also said having adult crossing guards at schools would help everyone share the experience of getting to and from a site by bike and by walking. • Rosell was asked how the Planning Commission could apply this Master Plan when developments are reviewed. Chad Millner responded that for every development the Engineering Division reviews the proposal and drafts a memo that addresses multiple issues to include transportation on all levels, vehicle, bicycle and pedestrian. In was further noted as previously mentioned Edina has drafted a sidewalk plan and Living Streets Policy that provides guidance when reviewing development plans. Millner further added that the City is considering a “bike share” plan; however, the City needs to further study this and educate the residents on its use. Millner said if the City proceeds with a bike share plan it may be best to begin with a pilot program. • It was noted that a tool may need to be developed that measures use or established usage tools. There needs to be a way to measure success with these programs. Commissioners complimented both the Engineering Division and Rosell on their excellent plan and outreach to the residents. Public Hearing Chair Olsen opened the public hearing. K. Knutson, 5445 York Avenue, with graphics indicated that she would be opposed to a sidewalk on her side of York Avenue. C. LaVenture, 6717 West Shore said he agrees with a comprehensive approach to both pedestrian and bike needs. LaVenture said there is an urgency in some neighborhoods for sidewalks to ensure the health and safety of those that walk. Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 8 of 14 Commissioner Thorsen moved to close the public hearing. Commissioner Lee seconded the motion. All voted aye. Motion carried. Discussion/Comments/Questions Nolan informed the Commission with regard to sidewalks that no decision has been made on what side of the street the sidewalk would go. Nolan said many measures are implemented to ensure safe and well planned sidewalks. He noted that measures could be implemented to reduce the impact of a sidewalk to include creating a narrower street. Nolan concluded that the Engineering Division would work with residents on their concerns. Nolan was asked if there was a framework that helps the City judge where the critical areas are located that need a sidewalk. Nolan explained sidewalk development is discussed often. He said there are higher priority areas; especially to link neighborhoods to their schools. Motion Commissioner Thorsen moved to recommend approval of the Pedestrian and Bicycle Master Plan that the City Council approve the Pedestrian and Bicycle Master Plan as submitted. Commissioner Bennett seconded the motion. • The City and Consultant were encouraged to develop goals and establish targets. Nolan explained goals would be addressed in the implementation plan. Ayes; Lee, Thorsen, Strauss, Nemerov, Hamilton, Bennett Berube, Olsen. Motion carried. 8-0. D. Site Plan Review – 10 Southdale Center, Edina, MN Planner Presentation Planner Teague addressed the Commission and explained that the City of Edina is proposing to construct a 10,000 square foot water treatment plant north of the water tower at Southdale Center to improve the City’s water quality. The site is currently a paved overflow parking for the mall. The City holds an easement on the site for the use. This plant, known as Water Treatment Plant 5 (WTP 5) will filter and treat water to reduce iron and manganese to improve water taste and clarity, and reduce staining and sediment. A city owned utility building is a permitted use in all zoning districts. Teague noted that In October 2017, the City Council selected this site for the location of WTP 5. Teague listed the following features of the project: Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 9 of 14 To enhance the pedestrian experience along France Avenue, the facility includes a patio with a bench built into landscaping and planting beds, living walls, translucent panels that can be backlit with colors, and boulevard trees are planned. An education wall is planned on the north side of the building, where pedestrians can learn about the operation of the facility. The area is designed to generally activate the space with color and light and to educate and engage people at a pedestrian scale. The design includes a living wall on two thirds of the face, and a colored light projection behind glass that will evoke the sense of water on the remaining third. The lower portion of the light projection will include an LED screen that could be triggered by a pedestrian that wants to learn more to play a short segment on sustainability, low impact development and water treatment practices that are demonstrated by the site. Sustainable site features include the living walls, pervious pavements in the drive-aisle/loading area, and green roof design mean the site is “zero runoff” for greater than 99% of storm events. The plant design includes a high efficiency backwash reclaim system with plate settler and close attention to ongoing resource needs that also drive operating costs. Delivery space for the plant is tucked between the plant and the existing water tower with an “estate” style security fence replacing the water tower fence to integrate a single secured space. Planner Teague concluded that staff recommends that the City Council approve the site plan review and front yard setback variance from 35 feet to 19 feet based on the following findings: 1. The proposal would meet the required standards and ordinances for a Site Plan with the exception of the setback variance. 2. The findings for a variance are met. 3. The Southdale site is unique in the PCD-3 zoning district. It is the only regional shopping mall in Edina. There are no other 80 acre sites held in common ownership and zoned the same within the City. 4. The practical difficulty is caused by the location of the ring road, which would not allow the structure to be located on the property without reconfiguring the ring road, and eliminating parking spaces for Southdale to the east. 5. The water treatment facility is a public utility need that will improve the water quality in the City of Edina.6. Boulevard trees, a patio and an educational viewing window would be added to enhance that pedestrian experience along France Avenue. Approval of the site plan & variance is subject to the following conditions: 1. Subject to staff approval, the site must be developed and maintained in substantial conformance with the following plans, unless modified by the conditions below: • Site plan date stamped January 19, 2018. • Grading plan date stamped January 19, 20187. • Landscaping plan date stamped January 19, 2018. • Building elevations date stamped January 19, 2018. Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 10 of 14 2. Prior the issuance of a building permit, a final landscape plan must be submitted, subject to staff approval. Landscape plan must meet all minimum Zoning Ordinance requirements. The trees on the east side of the site shall be preserved if possible during construction. 3. The property owner is responsible for replacing any required landscaping that dies. 4. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 5. Compliance with the conditions required by the city engineer in his memo dated February 8, 2018. 6. Building plans are subject to review and approval of the fire marshal at the time of building permit. Discussion/Comments/Questions Commissioners shared the following: • It was noted that Mic Johnson, Greater Southdale Area Plan consultant had provided some input on the project. It was indicated that City Staff tried to work with Simon to build a larger building with additional uses; however, Simon was not interested. • Staff was asked if this water treatment facility could be built anywhere in the City and how does this location compare with others. Milner responded that engineering staff looked at other options to include Fred Richards; however, it was felt that this was the best location and it was not the most expensive location. • Staff was asked if the City has been approached by developers with other options for this site. Teague responded there have been inquiries in the past on “what could go here”; however, they were fast food franchises. Teague noted the tightness of the site and that parking became a problem for the majority of retail uses. Applicant Presentation Bintner addressed the Commission and delivered a power point presentation highlighting the following. • The goal with the Water Treatment Plant (WTP) on the Southdale campus is to be a good neighbor. • The City has been searching for the right site to locate a WTP. The site as presented is small and there is difficulty if locating the Plant to meet setbacks because of the existing ring road; however, the City believes this was the best location. • The construction of this Plant would improve the water quality in the City of Edina and benefit the Southdale campus storm water management. • An important goal of the Plant is to provide an educational piece, adding the Engineering Division will work closely with Simon on implementing an educational component. • The design aspects of the building are enhanced to include a “stepped” back feel. This will help mitigate the setback from France Avenue at less than 50-feet. • Enhance the pedestrian experience by including a drinking fountain, patio with bench, enhanced landscaping, planting beds, living walls, translucent panels that can be backlit with colors to give the impression of water. Lighting could also be linked to the lights on France Avenue. Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 11 of 14 • The Plant does not require staffing 24-7. It is believed that one employee would check on the status of the Plant on a daily basis but for a short period of time (1-hour). Once weekly chemicals would be added. Discussion/Comments/Questions • Engineering staff was asked if the educational component was located in the interior of the Plant or exterior. Milner responded that the educational component would be on the exterior of the building. • Engineering staff was complimented on the location of the building, its design and materials. Milner told the Commission when locating and designing the building the City held itself to the same standards as we do developers. • It was noted that the educational component could become an asset for teaching students and anyone interested on sustainability, water quality, etc. Staff was told not to be surprised if they get requests to “tour” the Plant. Public Hearing Chair Olsen opened the public hearing. No one spoke to the issue. Commissioner Thorsen moved to close the public hearing. Commissioner Berube seconded the motion. All voted aye. Motion carried. Discussion/Comments/Discussion Commissioners expressed their support for the Plant, adding in their opinion staff did an excellent job. Motion Commissioner Thorsen moved to recommend site plan approval based on staff findings and subject to staff conditions. Commissioner Berube seconded the motion. All voted aye. Motion carried. VI. Community Comment Chair Olsen opened Community Comment. None. Commissioner Lee moved to close Community Comment. Commissioner Strauss seconded the motion. All voted aye. The motion carried. VII. Reports/Recommendations Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 12 of 14 A. Sketch Plan Review – 7250 France Avenue, Edina, MN Planner Presentation Planner Teague reported that Planning Commission is asked to consider a sketch plan proposal to re-develop the 1.68-acre site at 7250 France Avenue. As proposed, at full build out, the site would include: A 7-story, 85-foot tall, 135-unit apartment with 302 underground parking spaces. Units would range from one to three bedroom units. Ten percent (10%) of the unit area would be for affordable housing per the City’s Affordable Housing Policy Retail & Office space totaling 19,000 square feet. Forty-four (44) surface parking spaces for the retail use. Teague explained that the primary vehicle access points would be off France Avenue and Gallagher Drive. This access road would also serve the 7200 France site to the north to reduce traffic on 72nd, as has been recommended in previous development proposals for that site. Continuing, Teague noted that the Southdale Area Development Principles were shared with the applicant, adding Mic Johnson will provide a review of the proposed project. That review will be sent to the Commission in advance of the meeting. Teague stated that to accommodate the request the following is required: Comprehensive Plan Amendments to increase the height maximum from four stories and 48 feet to allow 7 stories and 85 feet; and increase the density in the OR, Office Residential District from 30 units per acre to 80 units per acre; and A Rezoning from POD-1, to PUD, Planned Unit Development. Teague concluded that as with all sketch plan reviews; the Planning Commission is asked to provide non-binding comments and direction on a potential future development request. Areas of focus should be on the proposed land use, the appropriateness of the proposed development on this site, with a focus on the proposed density and building height. Appearing for the Applicant Dean Dovolis, DJR Architectsi, Sheldon Berg Discussion/Comments/Questions The Commission shared the following: Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 13 of 14 • Teague was asked the reason staff was so concerned with the June 30th Met Council deadline. Teague responded that after that date the Metropolitan Council would not consider amendments to the Comprehensive Plan. Teague pointed out this project requires an amendment to the Comprehensive Plan because of language that specifies building height. Applicant Presentation Mr. Dovolis addressed the Commission and with graphics outlined the project: • Seven-story (85-feet) mixed use building with office and retail uses. • 40-foot setback off France Avenue; acknowledging Greater Southdale Study recommends a 50- foot setback. • Provides a pedestrian environment via streetscape improvements, storefront uses. • Pedestrian and bike use amenities to include landscaping. Lighting, pathways. • Ground floor is designated for retail and office use with a small residential lobby. The major entry will be off France Avenue. • Create green environment, green roof. • Parking will be captured underneath building for 302 spaces. • Vehicle access off France Avenue and Gallagher Drive. • A percent of the units would be affordable. • Bike path will continue through site to 7200. Road will not access 7200. • Recessed balconies. Commissioners expressed the following: • Since this proposal is located in the Greater Southdale Area pay attention to comments from the consultant when received. • An opinion was expressed that this may not be what France Avenue needs. It was pointed out that the Macy’s Home Store site is directly across France Avenue. This site may be able to handle taller buildings on France Avenue and lower buildings on the west portion of the site. • An opinion was expressed that the building and façade need more variety. The access road along the west side of the site does not appear welcoming. The building at this point appears on stilts and not very attractive. • This project is not bold. • Consider varying building height. Treat as two separate west vs. east. • Incorporate public art where appropriate. • The project appears blocked. • Support was expressed for the recessed balconies. A discussion ensued on the site and height restrictions on the west side of France Avenue. A number of Commissioners expressed the opinion that building height could be taller fronting France Avenue; however, it was pointed out there are many beautiful areas with buildings (Paris) that have been constructed at a 6-story building height level. Finding the correct building height is difficult. Chair Olsen thanked the applicants for their presentation. Draft Minutes☐ Approved Minutes☒ Approved Date: 2/28/2018 Page 14 of 14 VIII. Correspondence And Petitions Chair Olsen acknowledged back of packet materials. IX. Chair And Member Comments Commissioner Berube said they are waiting the final draft of the 44th and France Small Area Plan. She stated the plan would be presented at the Commission work session on February 28th. Commissioner Strauss reported that again the 70th and Cahill Community Meeting was heavily attended. Strauss said they look forward to their work session with the City Council on the 21st. Commissioner Lee noted that the focus of the 70th and Cahill slightly shifted to be more broad in scope. She added dates would be set and they believe that the draft should be ready in June for the City Council. X. Staff Comments Planner Teague told the Commission that there would be a work session on the 21st with the City Council on 70th and Cahill and the big picture. Teague said he looks forward to hear comments from the Commission. XI. Adjournment Commissioner Thorsen moved to adjourn the meeting of the Planning Commission at 11:25 P.M. Commissioner Strauss seconded the motion. All voted aye. The motion carried. Jackie HoogenakkerJackie HoogenakkerJackie HoogenakkerJackie Hoogenakker Respectfully submitted. Date: March 20, 2018 Agenda Item #: B.2. To:Mayor and City Council Item Type: Minutes From:Sharon Allison, Executive Assistant Item Activity: Subject:Minutes: Energy and Environmental Commission, February 8, 2018 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Receive the Feb. 8, 2018, minutes of the Energy and Environment Commission. ATTACHMENTS: Description Minutes: February 8, 2018 Draft Minutes☐ Approved Minutes☒ Approved Date: 3/8/18 Minutes City of Edina, Minnesota Energy and Environment Commission Edina City Hall, Community Room February 8, 2018, 7:00 p.m. I. Call To Order Chair Manser called the meeting order. II. Roll Call Answering roll call were Fernands, Hoffman, Horan, Jackson, Kostuch, Madhok, Manser, Satterlee, Seeley, and Waddick Late Arrival: Glahn (7:20) Absent: Staff Present: Staff Liaison Tara Brown, and Sharon Allison III. Approval of Meeting Agenda Motion made by commissioner Kostuch and seconded by commissioner Jackson to approve the Feb. 8, 2018, meeting agenda. All voted aye. Motion carried. IV. Approval of Meeting Minutes Motion made by commissioner Jackson and seconded by commissioner Seeley to approve the amended Jan. 11, 2018, meeting minutes. All voted aye. Motion carried. V. Special Recognitions and Presentations A. Comprehensive Plan Discussion Staff liaison Brown explained that a member of the HRRC was to attend to share their feedback on the EEC’s chapter but none was available to attend. The EEC reviewed and revised their chapter. Staff liaison Brown reminded them of their meeting with the Planning Commission Mar. 28, at 6:15 p.m. VI. Community Comment Edina High School students, Natalie Swanson, Caroline Sundal, and Elena Elie, updated the EEC on their work with Project Earth: • 35 members that meet weekly; • Two projects for 2018 are recycling and composting at the high school; and solar on the district’s bus garage and an educational piece which will cost $17,000 (fundraising); • They won a solar project video contest; the $1,000 prize money was budgeted for group work; • Request for Proposal by end of April and raise funds by May. Ms. Saumya Mangalick, said she was representing the HRRC. She apologized for arriving late. She offered the following recommendations: • “Green” is used frequently, revise because it is open to interpretation; • Include more specifics to address food waste; • Add climate change language that ensures everyone are affected equally socioeconomically. Draft Minutes☐ Approved Minutes☒ Approved Date: 3/8/18 VII. Reports and Recommendations A. Pedestrian and Bicycle Master Plan Chair Manser said the Plan was very thorough and he liked that they looked at all modes of transportation. The following suggestions were made: • The needs of recreational and commuter bikers are different and should be more distinct; • Same as with biking, walking for recreation is different from walking to get around (walking the dog, etc.) and should be distinct, too; • Bike infrastructure should include repair stations; • There is no direct bike route to Southdale’s transit hub; • Make sure Edina is included on electronic bike maps, including connecting routes through cul-de- sacs. B. Volunteer Recognition Nominations are due by Feb. 11 and the event is Mar. 5. VIII. Correspondence and Petitions A. Working Group Minutes • Minutes received from Residential Green House Gas Reduction (RGHGR), and Education and Outreach (EOWG. Commissioner Hoffman recommended merging working groups RGHGR and EOWG. Motion by commissioner Hoffman and seconded by commissioner Satterlee to merge Residential Green House Gas Reduction and Education and Outreach working groups. All voted aye. Motion carried. IX. Chair and Member Comments Commissioner Waddick said she presented the limited liability bill to the City Council and they immediately voted to offer support. Chair Manser suggested they review their work plan to see what may need advocating for and getting Council support. Commissioner Jackson said she and commissioner Waddick attended the Southdale Small Area Planning meeting about sustainability. She said they are working on how to connect the 700-acre area for pedestrians and bikers and they asked for feedback on energy and storm water guidance and practices. She said they would be coming back to the EEC for more feedback. Commissioner Jackson said she and chair Manser participated in screening of new commissioners and the EEC will be getting one new commissioner which will round out the EEC to the same size as other commissioners (10). X. Staff Comments Staff liaison Brown updated the EEC on the following year end reports: • Home Energy Squad Visits – 67 (70 already scheduled for 2018) • Residential Rebates – 1200 Draft Minutes☐ Approved Minutes☒ Approved Date: 3/8/18 • Windsource – 976 or 70% • Average subscription went from 275 to 300; businesses from 224 to 225 • Facilities did not meet kilowatts goal in 2017 due to lack of funding for projects. Brochures on leaking toilet was placed on the counter in utility billing and residents are taking them. XI. Adjournment Motion by commissioner Glahn to adjourn the meeting. Motion seconded by commissioner Jackson. All voted aye. Motion carried. Meeting adjourned at 8:45 p.m. J F M A M J J A S O N D # of Mtgs. Attendance % Meetings/Work Sessions 1 1 2 NAME Glahn, William 1 1 2 100% Hoffman, Howard 1 1 2 100% Horan, Michelle 1 1 50% Jackson, Carolyn 1 1 2 100% Kostuch, Keith 1 1 2 100% Manser, Richard 1 1 2 100% Satterlee, Lauren 1 1 2 100% Seeley, Melissa 1 1 2 100% Shanmugavel, Ramesh 0 0% Waddick, Louise 1 1 2 100% Fernands, Madeline (s) 1 1 2 100% Madhok, Gauri (s) 1 1 2 100% ENERGY & ENVIRONMENT COMMISSION RESIGNED Date: March 20, 2018 Agenda Item #: B.3. To:Mayor and City Council Item Type: Minutes From:Ann Kattreh, Parks & Recreation Director Item Activity: Subject:Minutes: Parks & Recreation Commission Feb. 13, 2018 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: INTRODUCTION: ATTACHMENTS: Description Minutes: Parks & Recreation Commission Feb. 13, 2018 Draft Minutes☐ Approved Minutes☒ Approved Date: 3/13/2018 Minutes City Of Edina, Minnesota Edina Parks & Recreation Commission Edina City Hall, Council Chambers Tuesday, February 13, 2018 7 p.m. I. Call To Order Chair McCormick called the meeting to order at 7:03 p.m. II. Roll Call Answering roll call were Commissioners McAwley, Willette, Miller, Good, McCormick, Gieseke, Nelson, Dahlien, Strother and Student Commissioner Schieffert. Absent were: Commissioner Burke and Student Commissioner Kiely. Staff present: Staff Liaison Ann Kattreh, Assistant Parks & Recreation Director Susan Faus and Administrative Coordinator Janet Canton III. Approval Of Meeting Agenda Motion made by Strother to approve the meeting agenda. Motion seconded by McAwley. Motion carried. IV. Approval Of Meeting Minutes Motion made by Nelson to approve the Jan. 9, 2018 minutes. Motion seconded by McAwley. Motion carried. V. Community Comment None VI. Reports/Recommendations A. Election of Officers Chair McCormick nominated Commissioner Good for Chair of the Parks & Recreation Commission seconded by Commissioner Gieseke. Motion carried. Nominations were opened for Vice Chair of the Parks & Recreation Commission. Commissioners Dahlien and McAwley were both nominated. A discussion was held. Commissioner Good nominated Commissioner Dahlien as Vice Chair of the Parks & Recreation Commission seconded by Commissioner Gieseke. Ayes: Willette, Miller, Good, McCormick and Dahlien Nays: Nelson, Strother, McAwley Draft Minutes☐ Approved Minutes☒ Approved Date: 3/13/2018 Abstain: Gieseke Motion carried in favor of Commissioner Dahlien as the new Vice-Chair of the Parks & Recreation Commission. B. Comprehensive Plan Update Commissioner Good gave an overview of the latest iteration of the 2018 Comprehensive Plan for the Parks & Recreation Commission’s chapter. He indicated he will take any input he receives tonight and add that to the next draft of the 2018 Comprehensive Plan. He will then share the latest draft with other relevant commissions so they can see where the Parks & Recreation Commission stands. There will be a fourth revision at next month’s Parks & Recreation Commission meeting to have another opportunity for commissioners to give any additional inputs and insights. A fifth draft will go to the Planning Commission the end of March. Commissioners made comments, asked questions and gave input. Everyone thanked Commissioner Good for all of his hard work and time spent working on the 2018 Comprehensive Plan. C. 2018 Work Plan Update Chair McCormick reviewed the 2018 Work Plan. • Arden Park Natural Resource Plan – This item is actively being worked on. City Council awarded Wendell as the architect for the new shelter building. Staff Liaison Kattreh will be putting a committee together consisting of Parks & Recreation Commissioners, members of the community and staff to work on the design of the shelter building. It was noted Commissioners McAwley, Strother and Nelson will work on the committee. • Weber Woods Master Plan – A Memorandum of Understanding with the City of St. Louis Park has been approved by Edina’s City Council. This project has been put on hold until the City of St. Louis Park is ready. • Complete a Study and Report Fields, Courts and Rinks Capacity and Utilization From Data Provided by Staff. Commissioner Good noted they are getting ready to formally launch this initiative. They will be reaching out to others as they structure the work and get it going. Commissioner Dahlien will be added to this initiative along with Commissioners Good and McAwley. • Make Recommendations to City Council to More Clearly Define Formal Relationship Between the City of Edina and the John Philip Sousa Band. Commissioner Miller noted that Commissioner Kiely and he will be meeting with both sides in the next couple of weeks to get their views on what their positions are. Draft Minutes☐ Approved Minutes☒ Approved Date: 3/13/2018 Commissioner Good suggested they put the 2018 Work Plan Update as a standing agenda item for the Parks & Recreation Commission meetings. VII. Chair and Member Comments Chair McCormick indicated how great it has been to be the chair of the Parks & Recreation Commission for the past two years. The commissioners and staff thanked Chair McCormick for all of the wonderful and hard work she has done for the commission. Chair McCormick recognized that this is the last meeting for Commissioner Gieseke. She, along with the other commissioners and staff, thanked Commissioner Gieseke for all of his service and leadership over the last six years. Commissioner Gieseke thanked the commissioners for all of their service. Commissioner Nelson asked how the website is going to go for the first day of registration on Tuesday, Feb. 20. Staff Liaison Kattreh replied it’s going to be great. They have been suggesting to people that they make sure they have an account set up with MaxGalaxy as well as know what it is they want to register for. This will also help to make things go more smoothly on the first day of registration. VIII. Staff Comments Staff Liaison Kattreh gave the following updates: • The prioritization of the Braemar Park Master Plan that the City Council asked the Parks & Recreation Commission to do will hopefully start by the end of the month. Commissioners Good, Miller and McCormick are listed as working on this project. Commissioner Nelson asked to be added to the list. Staff Liaison Kattreh noted she will be reaching out to these commissioners within the next week regarding the prioritization. • Bob Prestrud, Park Foreman, recently retired from the city after nearly 41 years of service. This position is now being reclassified and has been retitled to Assistant Director of Parks & Natural Resources. The application deadline for this position is Feb. 25. • All of the outdoor rinks are currently open; weather permitting they hope to remain open through the end of February. • Currently they are hiring for all of their summer seasonal jobs. There are a lot of job openings and the commissioners were asked to spread the word to anyone 16 and older looking for a summer job to apply. IX. Adjournment Motion made by Dahlien to adjourn the Feb. 13, 2018 meeting at 8:06 p.m. Motion seconded by Willette. Motion carried. Date: March 20, 2018 Agenda Item #: XI.A. To:Mayor and City Council Item Type: Other From:Scott Neal, City Manager Item Activity: Subject:Bus Circulator Task Force Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: The Transportation Commission has been charged with establishing the route for the Bus Circulator project. T he commission has requested a City Manager appointed task force to support this initiative. The attached task force charge includes the names of the appointed task force members. ATTACHMENTS: Description Task Force Charter and Appointments City of Edina Circulator Bus Task Force Charter DRAFT Purpose Without duplicating currently available services, The Edina Circulator Loop is a fixed-route bus service which helps riders visit Edina businesses and destinations without driving and while receiving the caring assistance of a DARTS driver. The services offers an all-you-can-ride fare that allows riders to get on and off at any of the stops along the one-hour loop. Additionally, customized, on-demand stops are available by request. Objectives • Provide reliable and affordable transportation for residents of Edina o Primary audience—older adult residents o Secondary audience—lower income, disabled residents • Increase foot traffic in shopping districts • Encourage community interactions • Decrease caregiver burden through enhanced mobility options Roles and Responsibilities DARTS will provide: • DOT certified drivers trained in STS, Aging in Place and Dementia Friends providing door-to-door service with the utmost care and compassion • 15-18 passenger vehicles equipped with lift and space for 2-3 wheelchairs or scooters • Route planning and dispatch • Travel training • Marketing content support and production of banners, schedules and other printed material City of Edina will provide: • Task force assembly • Funding for circulator operations • Promotion of circulator • Advertising • Sponsorship acquisition Deliverables Action Estimated Time Deadline Needs Assessment Survey – accepted by task force 24 March 2018 Needs Assessment Survey— distributed to designated high density housing. Delivered by DARTS 28 March 2018 Survey returned Picked up by DARTS 6 April 2018 Report survey results to task force 11 April 2018 Determine route stops Task force meeting 18 April 2018 Develop & test Schedule 9 May 2018 Create marketing plan 15 May 2018 Distribute schedules to housing locations 24 May 2018 Ribbon cutting May 31 2018 Acquire sponsorships ongoing Travel training ongoing Meet and revise as needed ongoing Members • Chair: Larry Olson--ETC (Edina Transportation Commission) • Subject matter expert: Melissa Henry--DARTS • Secretary: Jan Hix--DARTS • Sonja Barnaal/Vernon Terrace • Heather Edelson/HRCC (Human Rights and Relations Commission) • Nicole Gorman/Edina Senior Center • Jane Hagstrom/Aurora on France • Roxy Kline/Southdale YMCA • Jenny Ma/Student representative, Edina Transportation Commission • Brandon Mabb/Brookdale Senior Living • Teressa Nicholas/Summit Point • Mark Nolan/City of Edina Transportation Planner • Mark Peterson/The Cedars of Edina • JD Rastetter/Simon Management—Southdale • Eric Ruthruff/Edina Transportation Committee • Laura Sheak/Yorktown Continental Apartments • Krystal Wiebush/Senior Community Services Meeting Times and Locations * • Wednesday, 21 March 2018—9 am-10:30 am Edina Public Works Building • Wednesday, 18 April 2018-TBD • Tuesday, 8 May, 2018--TBD * The Edina Circulator Bus Task Force is not subject to open meeting law. Agendas and Notes • Solicit agenda items from task force members 3 days before meeting. • Prepare agenda and distribute no less than 24 hours before meeting. • Post meeting notes and agendas via email. Time Commitment: • During the development phase, the task force meets in-person monthly. • After project launch, the task force will meet in-person quarterly or as needed. • Additional periodic phone or email communication is necessary to provide updates, suggestions or comments or to approve modifications. Date: March 20, 2018 Agenda Item #: XII. To:Mayor and City Council Item Type: From:Debra A. Mangen, City Clerk Item Activity: Subject:Schedule of Meetings and Events as of March 20, 2018 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None INTRODUCTION: ATTACHMENTS: Description Schedule of Meetings & Events as of March 20, 2018 CITY COUNCIL SCHEDULE OF UPCOMING MEETINGS/DATES/EVENTS AS OF MARCH 20, 2018 SCHEDULE OF UPCOMING MEETINGS/DATES/EVENTS Tues Mar20 Work Session: Sustainability Strategy & Residential Organics Recycling 5:30 P.M., COMMUNITY ROOM Regular Meeting 7:00 P.M. COUNCIL CHAMBERS Thur Mar 29 HRA Meeting – rescheduled from March 1 7:30-9:00 A.M. COMMUNITY ROOM Tues Apr 3 Work Session: Comprehensive Water Resources Plan Check-in 5:30 P.M. COMMUNITY ROOM Joint Meeting: Parks & Recreation Commission 6:15 P.M. COMMUNITY ROOM Regular Meeting 7:00 P.M. COUNCIL CHAMBERS Thur Apr 12 HRA Meeting 7:30-9:00 A.M. COMMUNITY ROOM Mon Apr 16 Annual Meeting of Boards and Commissions 5:00 – 7:30 P.M. BRAEMAR CLUB HOUSE Tues Apr 17 Work Session: Race and Equity Check In 5:30 P.M. COMMUNITY ROOM Regular Meeting 7:00 P.M. COUNCIL CHAMBERS Sat Apr 21 Town Hall Meeting 10:00 A.M.-Noon BRAEMAR CLUB HOUSE Thur April 26 HRA Meeting 7:30-9:00 A.M. COMMUNITY ROOM Tues May 1 Work Session: Comp Plan Update, Southdale 5:30 P.M. COMMUNITY ROOM Regular Meeting 7:00 P.M. COUNCIL CHAMBERS Thur May 10 HRA Meeting 7:30-9:00 A.M. COMMUNITY ROOM Tues May 15 Work Session: CRBBS Asset Management Public Works 5:30 P.M. COMMUNITY ROOM Joint Meeting: Energy & Environment Commission 6:15 P.M. COMMUNITY ROOM Regular Meeting 7:00 P.M. COUNCIL CHAMBERS Thur May 24 HRA Meeting 7:30-9:00 A.M. COMMUNITY ROOM Mon May 28 MEMORIAL DAY HOLIDAY OBSERVED – City Hall Closed Tues June 5 Joint Meeting: Transportation Commission 5:30 P.M. COMMUNITY ROOM Joint Meeting: Community Health Commission 6:15 P.M. COMMUNITY ROOM Regular Meeting 7:00 P.M. COUNCIL CHAMBERS Thur June 14 HRA Meeting 7:30-9:00 A.M. COMMUNITY ROOM Tues June19 Joint Meeting: Hyman Rights & Relations Commission 5:30 P.M. COMMUNITY ROOM Work Session: City Enterprises 6:15 P.M., COMMUNITY ROOM Regular Meeting 7:00 P.M. COUNCIL CHAMBERS Thur June 28 HRA Meeting 7:30-9:00 A.M. COMMUNITY ROOM