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Home My WebLink About07-07-15 City Council Packet Pt 1Om. iiikrioll /;,. l'rrll'i,.N,ONdlity 1)NNIN• Seivices IN a Fisc,.illy Req'N,Ns/144' .Alatiller l'reselvinj; the (7'!) If OpeN Spda, Character NOTICE OF MEETING City Council Meeting Tuesday, July 7, 2015 7:00 P.M. City of Lake Elmo I 3800 Laverne Avenue North Agenda A. Call to Order B. Pledge of Allegiance C. Roll Call / Order of Business D. Approval of Agenda E. Accept Minutes 1. Approve May 5, 2015 City Council Meeting Minutes F. Council Reports G. Presentations/Public Comments/Inquiries • Sunfish Lake Park Nature Center - Tonv Manzara H. Finance Consent Agenda 2. Approvc Payment of Disbursements 3. Accept Finance Report dated May 31, 2015 4. Accept Building Report dated May 31, 2015 5. Section 34 Pressure Reduction Valve Station — Compensating Change Order No. 1 6. Section 34 Pressure Reduction Valve Station — Pay Request No. 3 (FINAL) 7. Production Well No. 4 — Pay Request No. 9 8. Pumphouse No. 4 — Pay Request No. 8 (FINAL) 9. Deputy Clerk PTO Payout I. Other Consent Agenda N. Ownership and Maintenance Agreement — 11732 58°' St N it Encroachment Agreement — 528 juniper Ct N J. Regular Agenda 12. Eagle Point Boulevard Street Improvements — Accept Bids and Award Contract; Resolution No. 2015-55 13. Water Booster Station — Approvc Land Purchase 14. 2015 Bond Rating Report — Moody's 15. Lennar Twin Home Preliminary Plat (Diedrich Property); Resolution No. 2015-56 16. Request from Verizon Wireless to Formally Address the Council — Ideal Ave. and Langley Ct. Sites — Lease Agreements 17. Appointment of City Clerk 18. Request to Fund Services for Code Enforcement Case 19. City Clerk Severance Request 20. Council Meeting Decorum (Fliflet Request) 21. Interim Ordinance; Ordinance 08-12.3 (Fget Request) 22. Discussion of Old Village Work Group (Fliflet Request) K. Staff Reports and Announcements L. Adjourn LAKE ELMO CITY COUNCIL MINUTES MAY 5, 2015 CITY OF LAKE ELMO CITY COUNCIL MINUTES MAY 5, 2015 Alavor Pearson called the meeting to order at 7:00 pm. PRESENT: Mayor Mike Pearson and Council Members Fliflet, Smith, Bloyer and Lundgren Staff present: Finance Director Bendel, City Attorney Snyder, Community Development Director Klan, City Engineer Griffin, Fire Chief Malmquist, City Administrator Zuleger, and Deputy Clerk Gurnatz, PLEDGE OF ALLIGENCE APPROVAL OF AGENDA MOTION: Council lember Bloyer moved TO APPROVE THE MAY 5, 2015 CITY COUNCIL AGENDA AS AMENDED. Alyor Pean.on scowled the motiom Council Member Lundgren pulled Item 3 for discussion. MOTION PASSED 5-0. MINUTES The Council discussed changes to the submitted minutes. THE APRIL 7, 2015 CITY COUNCIL MINUTES WERE APPROVED AS AMENDED BY CONSENSUS. THE APRIL 14, 2015 SPECIAL CI1 Y COUNCIL MINUTES WERE APPROVED AS AMENDED BY CONSENSUS. COUNCIL REPORTS: Mayor Pearson: meetings with staff, sat in on Finance Committee meeting, met with Ginny Holder from Cable Commission regarding Comcast merger. Council Member Smith: requested to hold her report to end of meeting. Council Member Fliflet: finance committee meeting regarding downtown street assessments, meetings with staff and citizens, had a meeting with Fire Chief and City Administrator regarding street naming. Council Member Bloyer: attended Finance Committee meeting, spoke with residents reganiing downtown 30,h St. issues, commended Lake Jane residents for contributing to fund milfoil treatment, thanked Washington County and DNR for grant to deal with milfoil issue. Council Member Lundgren: farmers market meeting, location will be in Hagstrom's cowlyard, 6 to 7 core members working on farmers market, Adam working on water cooler, spoke with attorney regarding council driven workshop, would like to have environmental work group going in city. PUBLIC COMMENTS /INQUIRIES Nate Deprey, Lake Elmo Librarian — Library has expanded its hours on Monday and Wednesday. Now open Monday through Thursday, 10am-8pm. As of May 1, residents no longer need to be reimbursed by the city for a Washington County Lihnuy Card. Mr. Deprey also outlined some upcoming programs at the LEPL. PRESENTATIONS Lake Elmo Jaycees — presented two donations. One donation to the City and one donation to the Fire Department to purchase two defibrillators. Stillwater Area School District Bond 2015 — Dennis Bloom, Director of Operations for Stillwater Area Public Schools, gave a presentation regarding Stillwater Area Public Schools bond request. There was discussion about whether or not the new elementary school would be able to house all the students that may come to Lake Elmo with all the new development, Mr. Bloom stated that their plm allocates for population growth for about the next 10 years. Page 1 of 5 LAKE ELMO CITY COUNCIL MINUTES MAY 5, 2015 First Quarter 2015 Financial Snapshot Report - Finance Director Bendel gave a presentation on the First Quarter 2015 Financials. Actual revenues for the first quarter were 23% below budget. Actual expenditures for the first quarter were 12% below budget. Finance Director Bendel also recapped the Library budget, Streets budget, and the Enterprise Fund. PROCLAMATION Mayor Pearson read the PowerUp* and PowerUp 4Kids Week Proclamation. FINANCE CONSENT AGENDA 2, Approve Payment of Disbursements and Payroll MOTION: Coami / Member Bloyer moral TO APPROVE THE FINANCE CONSENT AGENDA. Low' Pearson Ronda' the motion. MOTION PASSED 5-0. OTHER CONSENT AGENDA Kenworth); Ordinance OS 119, Resolution -Nth 2015 29 (1/ pulled for discussion 4. Downtown Street, Drainage and Utility Improvements - Resolution Restricting Parking along Laverne Avenue and Upper 33rd Street North; Resolution No. 2015-30 MOTION; Countil lember Smith moved TO APPROVE THE OTHER CONSENT AGENDA AS AMENDED. Council Member Blqyer seconder/ the motion. MOTION PASSED 5-0. ITEM 3: ZONING TEXT AMENDMENT — FREESTANDING FREEWAY SIGNS (RIHM KENWORTH); ORDINANCE 08-119. RESOLUTION NO. 2015-29 (4/5 VOTE REQUIRED). Council Member Lundgren asked why the applicant didn't apply for a Variance. Community Development Director Klatt responded that the applicant felt their request could apply for all properties along 1-94 and not just their property and, they are asking that the city go back to the way the code was before the 2013 sign code update. The previous code did allow for larger signs along the 1-94 corridor. There was discussion regarding the gateway condor corning through this area as well as discussion of the lighting of signs. Community Development Director Klatt outlined the Planning Commission's reasoning and their recommendation. MOTION: Connell Member Bloyer mom/ TO ADOPT ORDINANCE 08-119, AMENDING THE SIGN ORDINANCE TO ALLOW FREEWAY SIGNS ONLY FOR COMMERCIAL PROPERTIES WITHIN CLOSE PROXIMITY TO 1-94. Mayor Pearson seconded the motion. There was further discussion regarding design standards of signs. Community Development Director Klatt explained the difference for businesses located on the freeway in regards to speed limit and distance from the road. Council Member Smith moved the Parlous Onestion (4/5 VOTE REQUIRED). MOTION FAILED 3-2 (PEARSON/BLOYER — NA 1). Community Developinent Director Klatt reiterated that because this i.s an applicant diiven request, Council needs to be clear on findings made whether they approve or deny the application. There was further discussion on what findings Council is making. ORIGINAL MOTION FAILED 2-3 (FLIFLET/SMITH/LUNDGREN - NA 19. Page 2 of 5 LAKE ELMO CITY COUNCIL MINUTES MAY 5, 2015 Community Development Director Klatt was instructed to bring back a resolution v,ith findings of fact at a future meeting. REGULAR AGENDA ITEM 5: HUNTERS CROSSING 2ND ADDITION FINAL PLAT; RESOLUTION NO. 2015-31, RESOLUTION NO. 2015-32. Community Development Director Klatt gave a presentation regarding the Hunters Crossing 2r'd Addition Final Plat. He noted that Phase 1 final plat has been previously approved. The second phase includes 8.75 acres and 29 single family lots. It was noted that this subdivision is consistent with the preliminary plat. Mr. Klatt also explained that Resolution No. 2015-32 is needed in order to set a public hearing date to consider the vacation of mad, drainage and utility easements within the Hunters Crossing plat. Mr. Klatt also went over the 9 conditions of approval as recommended by staff. 'There was discussion about there being a Laverne Avenue in this plat, even though it dead ends elsewhere in the city. Community Development Director Klatt explained that the first phase of this development has already been recorded with the county with that street name, and there are also two model homes being built in the development that have addresses assigned. He also explained that having streets that don't follow through like this is not unusual. MOTION: Council Member 137,2yer moved TO ADOPT RESOLUTION NO. 2015-31, APPROVING THE FINAL PLAT FOR HUNTERS CROSSING 2ND ADDITION INCLUDING 9 CONDITIONS. ,11tior Pearson seconded the protion. There was further discussion regarding c 8 e Laverne Avenue street name. MOTION TO AMEND: Counei/ filet/the,- FI{Ilet moved to amend TO DIRECT THAT IAVERNE AVENUE NORTH BE RENAMED TO SOMETHING ELSE UNLESS THERE'S SOME SORT OF LEGAL REASON WE CA1V'T FOR 15T AlVD 2ND ADDITION. Comoil fllember Lundgirti seamded the motion. There was more discussion regarding street names, MOTION TO AMEND WAS WITHDI?AlVN. ORIGINAL MOTION PASSED 5-0. MOTION: Council Member 171///ei` moved THAT IF THE STREET DEAD ENDS, SO DOES THE NAME. Council Alember Llindsm, .reconded the motion. There was additional discussion regarding street names and what other cities do. Jinn Ogren, 11790 Little Bluestein Court, stated that he doesn't understand why this item has not been put on the agenda. He thinks that many residents would want to weigh in. Dave Moore, 8680 Stillwater Boulevard, spoke out how the country was originally laid out in a grid system. He also stated that street names stay the same throughout the entire county. MOTION PASSED 3-2 (PEARSON/BLOIER — NAY). MOTION: Council lember Bloyer moved TO APPROVE RESOLUTION NO. 2015,32, A RESOLUTION CALLING FOR A PUBLIC HEARING TO VACATE A PUBLIC ROADWAY A1VD DRAINAGEAND UTILITY EASEMENTS, Comicil fllember Smith seconded the motion. MOTION PASSED 5-0, ITEM 6: HUNTERS CROSSING 2ND ADDITION DEVELOPERS AGREEMENT; RESOLUTION NO. 2015-33. Page 3 of 5 LAKE ELMO CITY COUNCIL MINUTES MAY 5, 2015 Conununity Development Director Klatt stated that this agreement follows the model that has been used for other developments in the city. The overall project will include road and utility improvements. The total cost for the improvements is estimated to be 51,6 million. There were general questions from Council regarding the developer agreement. MOTION Colimil Meml2er Bigler mmed TO ADOPT RESOLUTION NO. 2015-33, APPROVING THE DEVELOPERS AGREEMENT FOR HUNTERS CROSSING 2 ADDITION. A lqyor Pea/cod secoaded the motion MOTION PASSED 5-0. ITEM 7: VILLAGE PRESERVE FINAL PLAT: RESOLUTION NO. 2015-34. Community Development Director Klatt presented the Village Preserve Final Plat, which has been submitted by Gonyea. This is the first phase of a 91 unit residential subdivis* ion, which is slightly lower than the preliminary plat. Phase 1 is comprised of 25.64 acres and 46 single family lots. Al] lots would be accessed from Lake Elmo Avenue. Mr. Klatt also outlined the 11 conditions of approval as recommended by staff. Council Member Lundgren asked about the developer agreement and why it is not also being brought to council at this time. Community Development DU-ector Klatt stated that there are still some issues being worked out. At this tirne, staff is comfortable moving the plat forward without the developer agreement. Having the developer agreement executed is one of the 11 conditions of approval before the plat can be recorded. Council Member Fliflet asked if we have 42iid Street elsewhere in the city. It was indicated that there is another 42rid Street in the city. There was discussion about what to rename a numbered street. MOTION: Comni/ lember Lundgen mord TO ADOPT RESOLUTION NO. 2015-34, APPROVING THE FINAL PLAT FOR THE FIRST PI -LASE OF THE VILLAGE PRESERVE RESIDENTIAL SUBDIVISION WITH 11 CONDITIONS OF APPROVAL AND CHANGING THE NAME OF 42vo STREET. Council Member Fld'let seconded the motion. MOTION PASSED 5-0. There was discussion regarding the street names of this plat. ITEM 8: APPROVE SALE OF AERIAL FIRE TRUCK, Fire Chief Malmquist discussed the sale of the aerial fire truck The Pound, WI fire department has put in an offer. They have come to look at the truck and put down a deposit. MOTION: Council :Vember 13/over mord TO APPROVE THE ACCEPTANCE OF THE OFFER TO PURCHASE THE CITY OF LAKE ELMO USED LADDER FIRE TRUCK BY THE POUND FIRE DEPARTMENT IN THE AMOUNT OF $12,500.00, WITH THE NET PROCEEDS OF $11,250.00 TO BE USED FOR ADDITIONAL BUILD OUT ENHANCEMENTS TO THE NEW FIRE TRUCK C01117iil Member Limd_gren seconded the motion. MOTION PASSED 5-0. ITEM 9: APPROVE HIRING OF TAXPAYER RELATIONS COORDINATOR. City Administrator Zuleger explained the Taxpayer Relations Coordinator position. Mr. Zuleger stated that these duties are currently being split between the City Clerk, Deputy Clerk, and himself. Council Metnber Fliflet asked if hiring and firing authority rested with the Council or Administrator, Attorney Snyder stated that lower level employees are hired and fired by the Administrator subject to advice and consent of the Council. There was further discussion about the job duties of this position and why it is needed. Dale Dorsclmer, 3150 Lake Elmo Avenue, stated that he does no council to support employees and let the administrator do his job. nth the council's decision. He wants Page 4 of 5 Council's direction was to hold off on hiringhinng this position. NO FORMAL ACTION REQUESTED. ITEM 10: APPROVE HIRING OF RECEPTIONIST. LAKE ELMO CITY COUNCIL MINUTES MAY 5, 2015 As with the Taxpayer Relations Coordinator, council's direction was to hold off on hrmg this position. NO FORMAL ACTION REQUESTED. Mayor Pearson noted that there will be no more Mayor's corner in 171e Sailice. ITEM 11: GROWTH MANAGEMENT STRATEGY PREVIEW. Council Member Fliflet talked about her reasoning for putting this item on the agenda. Community Development Director Klatt gave a presentation regarding Grown Management Strategies. Mr. Klatt outlined 3 Growth Management Recommendations: 1) Adhere to Phasing Plan as adopted in. the Comprehensive Plan, 2) Di -aft a "Phasing Plan Policy" document to clarify the city's intent concerning the in' iplementation of this plan, and 3) Begin the process for drafting an interim Comprehensive Plan Amendment for I-94 and rural development areas. Mr. Klatt also discussed the upcormng 2018 Comprehensive Plan Amendment. There was further discussion regarding the upcoming Comp Plan Amendment, NO FORMAL ACTION REQUESTED. STAFF REPORTS AND ANNOUNCEMENTS Council Member Smith: met with Jack about possible booster station location. Read letter from Richard Smith. City Administrator Zuleger: worked with Nick, Kyle and Cathy on tax split with Boulder Ponds and Bremer Bank, 5 year financing plan with Washington County for downtown, working with Park Commission on Sanctuary Park, U-nprovements in Pebble Park and their master plan for Tablyn Park this year, worked with MnDEED on paperwork for $3.5 million bonding money, team building with staff. Deputy Clerk Gumatz; noted that ISD 834 Special Election is next Tuesday, May 12. Voting takes place at City - Hall. Finance Director Bendel: finance conimittee meeting last week, audit wrap up, 2015 bonding preparation. City Attorney Snyder: noted Council Driven Workshop coming up in a few weeks. Community Development Director Klatt: Washington County Parks Department holding an open house to talk about amendment to the park plan. Mayor Pearson adjourned meeting at 11:22 pm. ATTEST: Beckie Gumatz, Deputy Clerk LAKE ELMO CITY COUNCIL Mike Pearson, Mayor Page 5 of 5 TuUr earl LAKE ELMO AGENDA ITEM: SUBMITTED BY: THROUGH: REVIEWED BY: IAY CO N/C rI.N DATE: July 7, 2015 CONSENT ITEM #2 MOTION Approve Disbursements in the amount of $300,984.10 Cathy Bendel, Finance Director Cathy Bendel, Finance Director Dean Zuleger, City Administrator SUGGESTED ORDER OF BUSINESS: - Introduction of Item ....... . ........ ...... City Administrator Report/Presentation................................................City Administrator Questions from Council to Staff Mayor Facilitates Call for Motion ............. ..... ..................„.„...................... Mayor & City Council Discussion ............................ ....... ..............................,..... Mayor & City Council - Action on Motion.. ..... .................................... ..... ........ ..... ....... Mayor Facilitates POLICY RECOMMENDER: Finance FISCAL IMPACT: $292,984.10 SUMMARY AND ACTION REOUESTED: As part of its Consent Agenda, the City Council is asked to approve disbursements in the amount of $300,984.10. No specific motion is needed as this is recommended to be part of the Consent Agenda. LEGISLATIVE HISTORY: NA -- page City Council Meeting July 7, 2015 [Consent Agenda It&n BACKGROUND INFORMATION/STAFF REPORT: The City of Lake Elmo has the fiduciary responsibility to conduct normal business operations. Below is a summary of current claims to be disbursed and paid in accordance with State law and City policies and procedures. Claim # Amount Description ACH $ 11,532.05 Payroll Taxes to IRS & MN Dept of Revenue 6/25/2015 ACH $ 6,100.38 Payroll Retirement to PERA 6/25/2015 DD6401-DD6428 $ 28,847.96 Payroll Dated (Direct Deposits) 6/25/2015 42932-42960 $ 66,013.35 Accounts Payable 6/30/2015 42961-43057 $ 188,250.36 Accounts Payable 7/07/2015 2734-2737 $ 240.00 Library Card Reimbursement 7/07/2015 TOTAL $ 300,984.10 RECOMMENDATION: Based on the aforementioned, the staff recommends the City Council approve as part of the Consent Agenda the aforementioned disbursements in the amount of $300,984.10. ATTACHMENTS: Accounts Payable — check. registers -- page 2 -- Accounts Payable To Be Paid Proof List 1.1ser: PattyB Printed: 00/30/2015 - 2:53 PN1 Batch: 010-00-2015 I tiN nice # Inv Dale Amount Quantity Pint Date Description Reference IZOS Cily or IZosevi I le 22(126900(20/2015 7.951.47 0,00 07/07/2015 Monthly IT - July 101-410-1450-43180 In km -nation c.'elmologyiNVeb 2/0269 Total: 2,951.42 220390 00.06/2015 107.04 0,00 07/07/2015 Phones - Admin 101410-1320-43210 Telephone 720390 00/70/201 5 7.00 0.00 07107/2015 Phones - Building Inspection 101-4120-2400-43210 '1 elepholie i> )0390 06/26/2015 I 7,00 0.00 07307/20 I 5 Phones - Communication 101-4 10-1450-43210 Telephone 1,0390 00120/2015 17.00 0,00 07/07/2015 Phones - Engineering 101-410-1930-43210 Telephone 220390 06/70,,2015 31.00 (WO 07107/2015 Phones - Finance 101-410-1520-0210 Telephone / /0390 06/202015 47.15 0,00 07/07/2015 Phones - Planning 101-410-1910-43210 Telephone 22039(1 00/26/20 I 5 22465 0,00 07/07/2015 Phones - PW 101-430-3100-43210 Telephone 220390 -Fotal: 464.44 CTY1.0S EV Total: 3,415.80 D(l)GE Dodge Nature Center 13/32 05/05/1015 140.00 0410 07/0712015 Outreach program 2116-450-5300-42500 Library Collection Maintenance 13332 Total: 140.00 DODGE Total: 140.00 NCPERS 500200-NCPE1LS Minuesota 56i, )715 00r/3r2015 128,00 0,00 07/07/2015 July Premium 101 -000-0000-2 1 708 Other Benefits 5062715 otal: 128.00 AP - To Re Paid Proof' List 000130/15 - 2:53 BM Task Type PO tt Close POI,ine No 0000 No 0000 No 0000 No (4)(10 No 0000 No 0010 No 0000 Nu 0000 NII 00111 No 0000 Page 1 Invoice # Inv Date Amount_ Quantity Vint Date Description Reference Task Type l'()/1 Close POLine tt NCPERS Total: 128.0(1 NORMAN Norman James, ITC 06/311.01115 I ()1-111,1(1-01)(10-3 1010 Current Ad Jacs NORMAN Total: 3.628.08 (1.110 07/07%2015 'Fax abatement 3.0'28,68 3,08.68 No 1)(1111) POSTOFF1 Postmaster 0(ii24E )015 578,88 11.00 07/0712015 Postage for newsletter No (100() 1111-4111-1450-13220 Postage Total: 578.88 POSTOFFI Total: 578.88 Report I otal; 7,891 42 AP - To fie Paid Proof -List 111O/3t)(15 - 2:53 PM Page 2 Accounts Payable To Be Paid Proof List (ker., Paity0 Vrinted: 06:30/2015 - 2:41 1)1v1 13atch: 009-06-2015 Invoice tt loll Dale LENA112 ,XICAir Apparatus, Inc 27781 06'24/2015 I 0 I -42a-7220-44040 Repairsifklaint Eqpt 27781 1 oldl: LEXA1R Ali IRE Allure 06.,17/2015 100-450-5300-42500 Library Collection tvlaintenance. rota!: ALUM E Total: AM AZONIN Ama7on Inc 05/100015 206-450-5300-42500 f.ibrtny Collection fvlainlenance 115/102015 206-450-5300-120011 ()Bice Supplies 05/10/2015 206-450-5300-42500 Library Collection Maintenance 1.15i111/2015 200-150_5300-42500 Library Collection klaintenarice 0510,'21115 106-450-530o-42500 Library Collection Maintenance 05fl 0/2015 200-450-5300-47500 Library Collection Maintenance AM A7_0N IN Total: ANC:0Ni i\ WON! C.otkinlunicalions, Inc. 53731 06/73/2(115 4114480-80011-455(111 Vehicles 53731 'Imo': Amount Quantity Felt Dale Description Deference Task pe 1'0 It Close POLitie /t 735.00 0,00 07/07/2015 Annual maintenance 7354)(1 735.0(1 10.00 0,00 071072015 Subscription 10,00 10.00 S110,66 0.00 117407/2015 Adult Books 118.67 0.00 07/07/2015 Supplies 27.49 0.00 07/07/2015 Audio 192.80 0.00 07/07/2015 DVDs 457,32 1400 07/07/2015 JUV -61498 (((1(1 071077'2015 Credit memos 1.535.96 1,535.96 8,527,00 0.0)) 07;0712015 Install radioiiincrconi in new ladder 8.527.0(1 AP -F Be Paid Proof' List (06/30/15 - 2:4) l'iM1 No (HAM No 0000 No 0000 No (11)11(1 No ((00(1 No 11000 No (1(100 No (10110 Invoice II Inv Pate AN(:01\ 1 final: ASITNNI1 spell I\ 1 ilk, Inc. 166092 0644150015 101-430-32211-44170 1 InilOrnis I 66092 Total: ASPENIVII [Mal: BEE111 VE Beehive Industries 1..1.0 1249 0(03/2015 101-430-3120-43180 Software Suppoi 114 k) 0(030015 601-494-9400-43180 Software Support 1119 06173/2015 602-495-9450-43180 Software Support 1249 06/23/2015 03-496-9500-431841 Software Support 1249 Total- BETI-11 •1 Mak BERKLEY Insurance Trust League of MN Citie 30168 06:15/2015 101 -41[1- I 11(1-41510 Workers Compensal ion 30168 06.15/2015 I 01-4 I 0-1320-41510 Workers Compensation 30168 0605/2015 1111-410-14511-41510 \Vorkers Compensation 30168 06,15/3015 I 01-41(41520-41510 \Vorkers Compensation 3010 (16115;2015 101-111)-191(1-41510 Workers (-ompensation 30168 06/15'7015 101-420-2220-4 1Vorkers Compensation .;(1168 06/15/2015 I 01-420-3400-41510 Workers Compensation 34)168 06(15/2015 101-410-3100-415 10 Workers Compensation 30168 06/15/2015 101-450-5 )00-4151(1 Workers Compensation 311168 06.'15/2((15 (,(11..494_4'.400_415it) 'Workers. Compensation 30168 Il0'15/2015 nti2-495-9450-115 I 1Vin-kers Compensation Amount Qaanlity Plat Date Description 1(efereace l7lsk Type r() ti Close POLiiiie 11 8.527.(/0 52.95 0.00 07/07/2015 Uniform items for Cy. Malmquist 5 3.95 53.95 3.301.00 3,301,00 3,301.00 1,105.110 13,09gm0 13.098.00 0.00 07/07/2015 Street License Renewal 0.00 07/07/2015 Willer License Renewal 0.00 07,117/2015 Wastewater License Renewal OM() (17107/2015 Storimv{aer License Renewal 8.85 11.00 07/07/2015 Balance due WC 2014 224.43 0.00 07/07/2015 Balance due WC 2014 26.28 0.00 07/07/2015 Balance due WC 2014 124.85 0.00 07/07/2015 Balance due WC 2014 211,50 0,00 07/07/2015 Balance due WC 2014 2,853.74 (WO 1)7;07/2015 Balance due WC 2014 133.58 0.00 07/07/2015 Balance due WC 2014 2,148.20 0,00 07/0712015 Balance due WC 2014 986.16 0,00 07707/2015 Balance due WC 2014 336.49 ()MO 07/07/2015 Balance due WC' 2014 208.I6 0.00 0707/2015 Balance due WC 2014 - jo 13e land proof List (116/30/15 - 2:41 PI \ No No No No No 110011 No 0000 No (MOO No 0000 No 01101) No 0000 0000 No 000)) No 0000 Nil No 1)(11)(1 Page 2 III VIlleC tt 11111V Date 30168 06/15/2015 603-490-9500-41510 WorkersCompensation 30168 Total: BERK LEN" Total' I3IFFS Bill's Inc. 1-1•564 >7 I -5b4280 06/24/2015 101-450-5200-/141211 Rentals - Buildings W564271-5(028)) Total: 1311/TS Fowl: 1101.TONIME Bolton lenk. Inc 0179109 06,17'2015 602495-9-1511-43030 Engineering Services 0179109 1 ()tar. BOLIONME Total; !BERL Buberl Black Dirt, Inc 17173 06;03/2015 101-430-3 1'0-42240 Street Maintenance 1\ literals 17173 Total'. BUBEIth 1 utak Amount Quantity Vint Date Description Reference Task Type PO # Close l'OLine 220.71 0.00 07/070015 Balance due WC 2014 7,482.00 7,48'7.00 820.00 0.00 07/07/2015 Portable Restrooms - Parks 826.00 82(t 110 9,608.00 0,00 07;07/2015 20 I 4.131 3911) Street 0,608.00 9,60S.00 04.00 0.00 07/07/2015 Garden miN 64.00 64.00 IDN117,1V1 B Cardmenther Service 612015 06/1812015 762,94 40-1-480-80(10-45300 Innrrovemcnts ()titer han 131dgs 1-'182015 06,18.0015 644.60 404-180-S000-45300 Improvements Other 1han Bldgs 6182015 00'1812015 53.51 101-4 41-2110--14300 Miscellaneous 6181015 06/187015 710,01) 101-420-2220-4-1370 Conferences & Training 6152015 06/1Si)015 76,75 I 01-420-2400-4500 Equipment 0182015 06;18/2015 85,28 -42022400-42120 Fuel, Oil and Fluids 6182015 06,181015 -221.00 101-410-1.120-44300 Pliseelkineous (.1182015 (16i18,-)015 29.00 WI -41 0-1370-4•1330 Dues & Subset -unions 6182015 INi21115 371.71 101-410..10.10-42230 Building Re1iir Supplies AP - 10 Be Paid Proof List iti6i,3015 - 2-/11 1-`1\11 IWO 07/07/7015 Trees - Arbor Day 0.01 07/117/2015 Bench - Sanctuary 0,00 07;07:2015 Holiday 0.00 07/0712015 1/COS registration 0.00 07/07/2015 FyclVellr, first aid kit 0.00 07/07/2015 Fuel 0.00 07.07/2015 lintel reimbursement 0.00 07/07/2(115 Finance & C'timmerce 0.00 07/C17;2015 Water ('ruler lOr City Hall No 0001) No 11010 No 0000 No 00(10 (1001 No 0000 0000 No 0000 No MOO 0110() No MOO No NMI I No((1)01) twee Invoice # hil Pale 6182015 06/1872015 101-410-1940-42230 Building Repair Supplies 6182015 total: CARLY\ I EM13 Total: CARQUES C.`ar clues( Auto Paris 2055-349810 06102/2015 101-430-3100-42150 Skop Materials 205.5,-349:810 (nal, 2055-349981 06/04/2015 101-450-5200-42210 Equipment Parts 2055-349981 fotal: 21...2..3101.33 06/118/2015 101-430-31 20-422I0 Equipment /142-303133 Toial: CARQUEST Total: CENIPOW Century Power Equipment 659834 06011/2015 1111-150-5200-42210 Equipment Paris° 659834 Total: CENTPOW Total. CENTURYL Con urylink 06192015 06/19/2015 2116-450-5301-432111 Telephone 06192015 06/19/2015 206-450-5300-43250 Interne( 06192015 Total: CENTIJRYL Total: COI 1)1VE1.4 C'olchvel 1 Banker Commercial 40,15 0610,2015 -)06-450-5300-44010 lepairsiklaint Bldg 40351 rota': D \VEL_ Total: 1)E1'R.E1' Deprey Nate 06,;(11!2(115 206-150-5300-42500 Library lection Maintenance P - 1 o 13c raid List 016.:30,15 - 2:41 1"1\11 Amount Quanlily Pint Pate Description Reference Task Type 1'0 it Close IM /Line ti 6.35 0.00 07/0712015 eysisupplies 2,468,18 2.468.13 9.75 0.00 07107/2015 Wire 9.75 19.20 0,00 07107/2015 Parts 1 9.",(1 38.14 1).110 07/07/2015 Bobcat trailer parts 38 1-1 67.09 3.84 0.00 070712015 Parts 3.84 3.84 128r)1) 0,1)11 07/n7/21115 Plume - Lihrary 4403 (L00 07f1/7/2015 Internet - Library 173. 13 173,13 3,4 15.23 0400 (17/07[2015 New AC unit 3,415.28 3,915.28 31,18 0.00 07:07;2015 ['roam supplies No 110011 (1111111 No 11(1011 No 1(000 N44, 01410 No 0000 No MOO No (0)111/ Pmge 4 Invoice # Inv Pale 06101/2015 306-450-5300-42500(wary Colledion Nlaintenanee Total: DEMEY DONALDS;\ Donald SaIverda & Associates p_r504-213 06/17/2015 101-4 10-1.320-44350 Books 1-1504-213 -Total: DONALDSA Total: LAVIN(DM, INC. 210552 06/091-.P015 101-420-2220-44040 RepairsiNlaint Eqpt 210552 Total: [)WIN(' E.(3.1WD F.G. 141d & Sons, he, 30875 0604-.2015 404-4S0-8000-43050 Usher Park Ded Pro/Services 31)875 Total: E.G.RIED 1otal: 1700 PLIBL.I ECNI Publishers.. Inc 229534 00/14:2015 I 1-430-3 I 00-41.4300 kliseellaneous 7)79534 06/ 44/2111 5 10 1-450-5200-44300 Miscellaneous 220534 Total: 231 71)0 06i71;2015 I 01 -430-3 100-4-1300 kliseellancouy,, 131700 06/21121115 101-150-5200-44300 Miscellaneous 231 700 Total: liC111PUBLI 4,.,1-1.343.1()R 13joiktrian Burh 06/190015 101-410-141(1-41030 Pal Milne Salaries I otah. - 1 Ile Paid Proof' list (0030/15 - 2:4 I ['NI ) Antonia Quantity hut Dale Description Reference Task Type # (lose POI :Inv (.0.0r) 93,18 91.18 o4 95 60.05 60.Q5 I 4-1.9 144.99 141.99 776,75 776.75 776.75 1 16.55 1 16.55 233)0 116.55 I 16,55 233.10 406.20 80.00 80.00 0,00 07,, 07/2015 Program prizes 0.110 07/07/2015 Books 0,00 07,07/2(1)5 Repair floating pump and generator HAW 07107.,20 15 Car; iage Station revisions (400 07/07/2015 I lelp wanted ads 0,00 07107/2015 Help warned ads 0.0(1 07i07/2015 Help wanted ads 0.00 07107/.)(11 5 liclp wanted ads (4)10 07/07/2015 Special Election 5/12/15 No No N4I No No Nt Nt 11(((1(1 111100 (10))0 0(11111 0000 0(10 18100 10(10 Page 5 Ippvivt t Ins Valle Amount Quaillily Piiil I)ate Deserip 1Zeferoice Task "Irype 1'0 it (lose r()I 1.i.1-t313.10R Total: F„1-13SCIIU Schumacher Rih (161eNi20 15 101-410-1410-41010 Part-time Salaries Total: FidiSCIAU \1'i\ ‘Vacker iirt,20/2015 101-110-1410-41030 Part-time Salaries otal: j_13 \v,\(:K Carlson Janet 1(r--c29/2015 101-2110-1410-41030 Pori -time Salaries Total: N.1-CARJA LI Carlson James 01)09r)015 101 —110-1411/-41030 Part-time Salaries E..1-('ARIJ 1 otal: F.1-.IALLE Allen Jim 101-110-1410-4111.10 l'art-time Salaries EJ-JALLE Es1-.1KIF(i Kielner Jan 06292015 101--110-1,410-41030 Part-riine SalarieFul E-,IME(3 Total: i\r 13(.. Paid ()root' List (06,'311i15 - 2:41 S().00 8(1.00 0.00 07/07,20 I 5 Special Election .5/12/15 No 00101 SUMO SUMO 75.00 0.00 07/0712015 Special Election 5'12/15 No 0000 75,00 75.00 75.00 11.110 07,117:0015 Sp(..cia1 Election 5/1215 No 0000 75.00 75M0 S0.00 0.00 07/07/2015 Special Election 5/12/15 No 0000 80.00 SUMO IS1.50 ((.00 07M7/2015 Special Election 5/12/15 No WOO IS 1„50 181,50 75.00 0.00 07/07/2015 Special Election 5/12/15 No 0000 75.00 75.00 Page () Iij (iit( t Inv Ow ,A moon( Quantity Pint Date Ilescriplinu Reference Task v e PO IV Close POLine E.1-.1KRUF Krueger Tin (16, /9/7015 75.00 0.00 07107/2015 Special Election 5/12/15 0000 101-410-1110-11030 Port -time Salaries Total: 75.00 E.E.11(1W Total: 75,00 EJ-.1R0-111 Rh lii 06)9/2015 75,00 0.00 07;07/2015 Special Election 5/12/15 No (11111(1 I 1/(-11(1-1,1111--110311 Salaricq Total: 75,00 Ei,uurit "Iota!: 75.00 C_1-1,1N1)13 Lindberg 1Margitta 06129;2015 75,00 0,00 07./07/2015 Special Election 5;1?/1 5 No 00011 101-410-1-110-41030 Part-time Salaries Total: 75..00 EJ-1_1N1)13 Total: 75,00 EJ-1,\VAGN Wagner 06/19/21/15 80.00 0,00 07107/2(115 Special Election 5/12/15 No 1)1)00 101-410-141 0-41{00 Par( -time Salarieq Total: 8MT10 F_J-L NVAGN 80.00 E.1-1D,A121\1 Menendez Armando 00129/7015 75,00 0,00 07107/2015 Special Election 5/12/15 No 0000 _4 [0_1.4 0_110311 Parl-liltae Salaries 75,11(1 IDARM Total: 75.00 FT-klENL1_ klenendez Ella 06/29/2015 80,00 (WO 07;07/2015 Special Election 5/12/15 No (1(10)) 11) 1(1-14 II-4 1030 Part-time Salaries 80.00 FI-NIENEL 80.00 NJ-1\1G12UN laTundeett Mar' 06/2913015 75.00 0.00 07107/2015 Special Election 5/12;15 1111-410-14111-411130 Patt-iime Salaries Total: - 13e Paid Proof List 111(0015 - 2:41 PNI1 Page 7 o Iui I)ate Amount Quartthy Date Description Reference Task E.I-MGRUN I Mal: 75.110 I .) Pe PO # Close 1'01 :hie # FJ-NHANS 1 hinscn Nancy 061)0,2015 80,00 1400 07107/2015 Special Election 5/12/15 No (10(10 101 —110-1410-41030 Part-time Salaries 80,110 FJ-NIIANS Total: 80.00 E4-1'0DON O'Donnell Pat 06/29121115 80.00 0,00 07i07/2015 Special Election 5/12/15 No (1000 1111 -4 I 0-14 0-411130 Salaries Toial: 80.00 E.:1-0()I)ON Total: 81400 E.1-PPAlll.. Paulson Phyllis (10129/2015 75,00 0.00 07/07/2015 Special Election 5/12/15 Nii (100(1 101-4 10-14 1 0-41030 Parr-tinie Salaries Total: 75,00 EJ-ITAIII, 7.5410 11J-IOTI-1.1 Roth Janice 0o179.0015 80.00 0.00 117107/2015 Special Election 5/12/15 Nn 0000 101-410-14 10-4 1030 Part -rime Salaries 80.00 EJ-ROT11:1 Total: 80.110 LI-S4)4t1A Durand Shirley 11(1/9/7015 80,00 0.00 07/07/2015 Special Election 5/12/15 _ No 0000 101-4 10-14 10-410:30 Part-time Salaries 1 tank 80.00 EJ-SMIRA Total: 811.00 EJ-SLING Slinger Donald 06[401)015 80,00 0.00 07/07/2015 Special Election 5/12/15 No (1110 101_410-1410-410311 Part-linie Salaries Total: 80.00 FJ-SLING Tout!: 8(400 AP - To lie Paid Proof List (06130/15 - 2:41 PN-D Page 8 Invoice ft Inv Pate Amount Quantity lint Date Description Reference Task Type PO ti Close Nilitie E.1-V;\ NI) VanDeinmeltraadtloria 00/7Oi/015 111(-410-1410-41030 Part-time Salaries Total; LI-VANI) Total: E,1-WACK IT. Wacker Sallyann (1(1/79/7015 1)1 -4 1 0- 4 I0-41030 l'art-tinie Salaries Total: FJ-WACKE Total: EJ-VI1112S Hirsch Wil 0o.')9)2015 10 4-410-14 01-41030 Part-time Salmics Total: E.1-1VIIIRS Total: LI-WLOOS Loos Wendy 06.'79/7015 10 I -410-1410-41030 Pao -time Salaries El-W I_ 00S Fotal: [NI ERGALrr Emergency Automotive cc(t IF :73750 00.03/2)115 101-420-2220-44040 RepairsAlaint Eqpt 23759 Total: FT\ ILIZGALIT EN1ERGRES Emergency Response Solutions 4301 00:11;2015 410-180-8000-45500 43(11 Total: 4317 00/16/2015 I 01-d20-2220-42400 Small lools Equipment 4317 Total: 4359 00/18/2015 410-480-8000-45500 I359 25,00 0.00 07f07/2015 Special Election 5/12/15 No 0000 ?500 15.00 8(1.00 0.00 07/07/2015 Special Election 5/12/15 No 0000 8(1.00 80.00 75.011 0,00 07/07,2015 Special Election 5/12;15 No 0000 75.00 75.00 75.00 0,00 07/0772015 Special Election 5/12.115 No 0000 75 00 75 00 325,75 0.00 07/07/2015 Replace siren speaker CV2 No 0000 325,75 325.75 48.11 0.011 0707/2015 Tools for new ladder No 0000 48.11 595.00 0J10 07/07/2015 Foam lot' new ladder No 00110 595.00 408.74 0,00 07/07/2015 Equipment for new ladder Nc. (,000 4()8i4 ..\1` - To Re Paid Prool 0o:30,15 - 2:31 Page 9 Int °ice # Inv Dale ENIERGRES Total: FERGUSON Ferguson lVaterworks, Inc #2516 1432(13 06/11,-2015 001-494-9400-12300 \Vater Meters & Supplies 143203 Total: FERGUSON Total: GEISLING Cieislinger & Snits, INC' l'av Reg 3 1)6122/2015 60 1 -494-9400-13030 Engineering Services Pay Req 3 Total: GEISLING rota': OKSERAYIC G&K Services 1182131972 06103/1015 1111-430-3 100-44 I 7(1 Uniforms 1 182)31972 Total: 1182143290 06/10/2015 101-430-3100-44 I 70 tinirorms 1182143290 Total: 1182154768 06/17/2015 101 100-44 1 70 Uniforms 1 182154 768 Total: GKSERV1C Total: (14I P)I1CR Graphic. lesoiirces he 52410 06,1 1 /2015 11-194-9400-42030 Printed Forms 52410 06/ I 1 /2(11 5 603-496-9500--2030 Printed Forms 52410 Total: 5 '415 (16 120015 10)-430-31 00-44380 Clean-up 13ays 52415 Total; GRApHR:•R joiar, GREATA NI Great America Financial 17131968 0615;2015 1 nI-4 I 0-1940-44040 Rcpairs/Nlaitit Contractual Eqpt I 713196M P 1)4 Ile Paid l'10)01ist 406'3015 - 2:41 n11 Amount (.)uai0i1v Punt Dale Descripl ion Reference Task 'I) pe PO tt Close POI Inc # 1,111,85 773,42 0.00 07/07/2015 Water meters 773.42 773.42 4E555.00 0,00 07107/2015 2013.1 -4) Section 34 Pressure Station 4,555.00 4,555.00 36.84 0.00 07/07/2015 Uniforms 36,34 36.84 0,00 07(07/2015 Uniforms 36,841 36.8-1 WOO 417/07,'201 5 Uniiiirms 36,84 1 111.52 139,00 0,00 07/07/2015 Invoice paper 739,00 0,00 07/07/2015 Invoice paper 478.00 528,00 0.00 07/07/2015 Clean up day postcard 528,00 1,006,110 4811,05 0,00 07/07/2015 Copier maintenance 4811.05 No 000(1 (1000 NO 0000 No 001111 No (HMO 11000 No 0000 N4) 0(00 No 4)0110 Page 10 In voice # Inv Date Task Type # ('lose PULitte Amount Quantity Pint Dale Description Reference (il?.17,.AT,A,N1 1 mak 11OLIDA VC lloliday Credit Office 00/15/2015 101-420- /220-42120 Fuel, Oil and Fluids 'Total: HOLIDAY(' Total: I 1YDRO Hydromelbods "MI 511011 0011 1121115 803_000-0000-229 1 o Developer Payments 201506514 'iota': 2111506515 06,11/.2(115 ',.w3,(too-otto0-22910 Developer Payments 201506515 Total: DR() Toin1: ,l()IINSON& Johnson & 'Iurner Attorneys 42794 1)6,0S/2015 01_420.21511-43045 Athirney Criminal 4 )7g4 Total: 41000 06/08/2.015 2or,-450-5300-430111 Legal Services 42900 Total: 42934 06/0R/1015 803-000-0000-22910 Developer Payments 42934 Total: 42'437 0(08;2015 101-410-1320-430,40 Le2aI Services 42937 Total: 4 )090 0(01S/21)15 S03-000-000o-220 I 11 Developer Payments 42990 Total: 08 06/08:21115 ol) I --1n1-9-100-1.30411 Services -1;108 Total: 43110 11(018 2015 803-0011-0000- 129 111 Developer Payments 43110 '1 oial; -13 I I I ondiS 1015 803-1100,0000- )2Q I 0 Developer Payments 4.311 I Total: ,\ p By paid Trout(0030/15 - I PM( 480.1)5 /6?,20 262,20 i(j)2)) 705.011 765,00 70,00 Y(1(10 1,035,00 4,51 ',50 0,00 07/0712015 Fuel 0,00 07107/2015 Inwood Stonnwater Review 100 07/0712015 Boulder Ponds Stormwater Re% iew 0,00 07/0712015 Prosecution 4,512.50 15.00 0.00 07%07/2015 Lihrary 15110 1,501,110 1,560,00 617.50 617,50 470.00 470,00 ?„50 10,50 151).00 150.00 250,00 250.00 0.00 07:07.21)15 er 0,00 07/07/2015 Burgess Matter 0.00 07/07/2015 Village Preserve 0.00 07/07/2015 3M waiter 0,00 07;07i2015 Easton Village 0.00 07/0720 I 5 Ryland/Hammes No WOO NO MOO NO 00111) NO IMO N(1 (IMO NO 11000 No 00110 No 0000 No 0000 o(100 (1000 Page 11 lin Mee ti lin Rate Amount Quailthy 1)escription Reference Task Type 10 tt Close POI 4.11 12 06/08/2015 101--110-1320-13040 Legal SCI1 ices 43112 'Total: 43113 06,118i2015 810_000-00ot (1 Developer Payments 43113 Total: 43114 06118/1015 803-000-1)000-229111 Developer Payments 43114 Total: 43115 06118/2015 101-410-1320-43040 Legal Services 13115 TOal: JOHNSON& Total: 1 17.00 117,00 1,99).50 ?,992.50 1,300,00 1,300.00 7,984,50 7,984.50 20,131.50 0,00 07/07/2015 Eagle Point Blvd 0,00 0707/2015 Hans Flagen 100 07;07/2015 Boulder Ponds. 0.00 07/07/2015 Civil Matters KAN] CO Kanto), Corp 06/22' )015 8,000,00 0.00 07417/2015 Sunfish Lake Ink - tree removal 404-480-81100-41030 Repairsfklaini Imp Not Bldg Total: 8,000,00 1\ ICO 'rolaI 8,11(1(1.(1(1 koMlnel Kali) Fuel Oil Service Co 511860 (16/0)/7015 101-430-3100-42120 Fut.d. Oil and Fluids 517800 Total: K 1-1111N kliclielle 06i420 I 5 603-000-0000-37100 Surface Water Utility Sales Total: KELM IN 'Took KFNSWELL Keys Well Drilling Company Pay No 9 06/30/2015 601-494-94(10-43030 Engineerin2 Services Pay Ni 'foial: I(EYSWELL Total: KINUK Kine Kassidy Cable Oiler 06P2,2015 10 1 -110-1450-43620 Cable Operali 1,066.1) 1.066,-) 1,066.22 0.00 07/0712015 Fuel 49.00 0,00 07/(17/2115 Overpayment 05-110028780-00-9 49.00 4,047,00 0100 07/07/2015 2(113,125 Production Well Nu 4 4,047.00 4,047.00 55,00 0,00 07/07/2015 IV 6/22/15 \ P -E lie Paid Proof List (06/3))/15 - 2:41 PN11 No 0000 r;sio 0000 l's/o 0000 No MOO No 0000 No 0000 rJo 0000 N o 0000 Page 12 !mince #Ijp 1)ate Cable Oper oral: KINGK Total: LARSON iist)» Diesel Service, Coip 150517002 05127,/015 101-L30-3 I ?0-4 2?-111 S-e'l Maintenance Materials 15(1527002 'Ion& LARSON Total: Library) Library )lei 45230 1)3/3 100 15 106_150_5300_4 2,500 Libra!), Collection Maintenance 45230 4o 14g 05/31/2015 200-450-5300,4 2500 Library Collection 1\ laintenance 46140 rota!: Lilvaryl Total: Lillie Newspapers Inc, Lillie Suburban 06.1157015 II/I-430-3 I 00-4-1300 Miscellaneous 06/15/20t5 1 0 1-450-5 100-44300 I\ liseellaneous Total: Lillie Total: rG pkyR L r.G, Power Equipment 191272 Obi 1 0!211 I 5 Il)l-450-5200-1221()Equipment Parrs 191272 Total: LT(.; pwp, NIANUFAC 1 Manufactured 'lousing Special. 2015-221 06418:7015 803 -t i00-00110-22000 Deposits Payable 2015-211 2015-213 06318/2015 803-000-11000-2 7900 Deposits Payable 201.5-223 (nal: Amount Quantity Pun Date Description Reference Task 'Fype ro # Close 55.00 55,00 31,50 0.00 07/07/2015 Oil sample kits 3 1 .50 31.50 S.51) 11,111! 07,317/2015 treading as)(in go 8.50 0,50 0.00 07/07/20 15 freading as you go 0.50 0.00 24-1.011 IWO 07/07/2015 Help wanted ads 244.00 0.00 07/0 7/2015 11elp wanted ads 4RS.1.10 488.00 120.83 0.110 07/07/2015 Parts - 2 Master I 2083. 1 211.8 3 250.00 0_00 07/0712015 Escrow Release 255 Cimarron 250.00 250,00 0.00 117/0712015 Escrow Release 4 16 Cimarron ',511.00 Ap_ioIle paid Proof List (06,30r 15 - 2:41 PM! NI) (0)10 N o 01100 No MHO IN,7o 0000 N 0000 N 0000 Page 13 Invoice los 1?ate ikumunt Quantify Pint Date Description Reference Task Type PO # Close POLine # 1\ 1 ANUFACT Total: 500.00 NIA RIFCL Marie Ckiwc WI 7/2015 12.00 0,00 07/07/2015 Subscription 100_150-5.100-425011 Library CoIleenon klaintentmee Total: 1 ),(10 AI Z I ECL Total: 12,00 NIA RONEYS Nlaroney's Sanitation, Inc 579907 06?051201 5 1 12.94 0.00 07/07,2015 City - Trash 101 -.1 10-1940-43840 Refuse 79-17 06115/ )015 49.71 0,00 (17;07/2015 Fire - WI -420-2220-43840 IItse 579907 001/5/20 15 2 I 6.67 .00 ( 7/1, 712015 FV 101-430-3100-43840 Refuse 5709117 06/05/2015 216.67 0,00 07/07/2015 Fire 1(1-4 20-2220-43840 Refuse 570907 1)(05I.201 5 49.89 0.00 0710712015 Library. 206-450-5300-43840 Refuse 579907 -Total; 645,.88 MARONFYS Total: 645.88 NIENAIZDSO 111enards - Oakdale 781 1 ) 06.4/1 /2015 27.58 0,00 07/07/2015 Shop supplies 101 -430-3 100-4 2 1511 Shop Materials 781 12 1 otak )7,58 78 1 13 06:0 1,2015 36.97 0,00 07417/2015 Shop supplies u 1 -430-3100-42150 Shop Materials 781 13 Total: V1,97 78728 06/08/20 i 5 19.00 0.00 07/07/2015 Landscape 1 0 1-450-5200-42250 Landscaping Nlatcrials 78728 Total: 19.00 79106 06/1 )0 15 35.3 ) 0,110 07/07/2015 Landscape 101-450-520042250 Landscaping Materials' 79166 Total: 35,31 70557 06., 1 7/20 15 52.71 0,00 07/0712015 hqu1p1ncn kr new ladder truck 4 10-480-8000-45500 Vehicle.s 7955 7 Total; 52.71 79648 06;01;2015 43.75 0.00 07/07/21115 Landscape materials 101-4.50-5 700-42250 Landscaping Materials 79648 Total: 43.75 70690 00,,4 X/2015 47,93 0.00 (47/4)712015 Shop supplies 101-430-3100-42150 Shop Materials P - To Ile Paid Prool List (06/3)J/ 15 - 2:41 PM 1 No 199))) Nt 0000 No 0000 No 01410 No 0000 No 0000 No 0000 N., woo No woo 0000 No (11)0(1 No (10)0 No 0000 Page 14 !moire In Pate 79690 Total: MENARDSO Total: NIES Municipal FineTetley SN S. Inc. 00638107SNV 06,114i20 15 10 I -420-2220-42400 Small Tools ,_S: Equipment 0003S I 07SN 1 mar. 00043447SN (16•22.)1115 101-42)l-2220-42400 Small Tools & Fquipment 00043442S N Total: IVIES 'Fotal: IIDLIVINMidwest Living 06117/7015 206.450_5300-125110 Library Collection Maintenance Iota!: klIDLIVIN Total: RINPUNIPMinnesota Pump Works 7738 0619.:015 -4q-1-9400-42400 Small Tools & Nlinor Equipment 7238 Total: INITNIP Total: NIEBt Niebur'iractor & Equipment 01-43800 00/040015 10 -450-5700-42210 Equipment Parts 01-43890 Fotal: NIF.13UR Total: N1-1 !NI ES THE NEW YORIK 890168271 05117/7015 206..450_5300-12500 Library Collection 4\laintenance 890168271 Total: NiITIN I ES Total: PFRVORPO Performance Pools & Spa, Inc 2014-337 06123/2015 8113-000-0000-22900 Dvposits Payable 2(114-332 Total: AP - ro Ile Paid PI'.ist (06;30115 2;41 PN1) ,1monnt Vnantil y Punt Dine Descriplion Reference 42.93 1'58.26 349.88 340.88 125.35 175.35 460.23 11,98 I 1.(18 11.98 3,803.00 3,803.00 3,803.00 16.03 16.03 16.03 )13.60 713,6(1 -70,60 500.00 5(10,00 0,110 07117/21.115 2 single gas monitors 0.00 1_17/(17./2(115 Flashlight for Tahoe 0,00 07/07/20 I 5 Subscription 0.00 07/07/2015 Line Locator 0.00 07/07/2015 Parts - Kubota 0.00 07/07/2015 Subscription 0.00 (17/(17/2015 Escrow Release 11679 58th Street sh: h' Close POI ,ine IN No No No No No 01100 IH1011 0000 o000 (Moo 0000 Page 15 !moire 11 Inv !pate Amount Quaniily ruin Dale Descrinlion Reference Task Type IPO (lose POLine P ERFOR PO 'Fowl: NK1' Pinky's Sewer Service., Inc. 72107 0(.011/)1115 106-45(1-5300-4-101 lepairsfrvlaint Bldg 72197 Total: 737.31 0115/2013 -41(i--450-53011-141110 [tenon's/Maim Bldg 73731 Total: PINKY Total: PIONEERP Pioneer Press 5155203o7 116/0s/21)15 01-4 10-1450-435 10 Public- Notices 5155 2(1..-)7 06/08/2015 01.4(0-) regal Publishing 51 5520397 00/118/2015 101-4 10-1320-435 10 Legal Publishing 155 )0.397 1 mai: PIONEER!' Total: RCM RCM Specialtic, Inc 1079 11(01:2015 101-430-3120-42240 Street Maintenance I\ Enerials 4929 Total; 49-IN 06/1212015 101-430-3120-42240 Streel Maintenance Nlaterials 4048 495 I WO 5;1015 1111-430-3 I 20-422411 Street Maintenance Materials 49,5 I 'rotor. 496.5 0003:2015 1111-430-3120-42240 Street Maintenance Materials 4965 Total: RCM Total: 1L.1-' Al)). %VAT Readv Wan Electric 0931N 06/252015 I 01-4 ?0-2500-43 1 50 Contract Set ices Q93 I Total: 50(1.00 100.01) 1110.00 100,01) 100.00 200.00 344,10 851,70 5o5.00 1,760.80 1,760.8(1 307.50 307.50 274.50 274..51) 3 I 9,?5 319.25 ?9o.50 ?9().50 1,197.75 3,7,15.1111 3.745.00 OM() 07/07/2015 Pumped 2 tanks ((.0)) 07/(17/2015 Pumped 2 tanks 0,00 0.00 0.00 07/07/2015 Public Nearing Nonce 5/16 07/07/2015 City Notice 5/20 07,07,'2015 City Notice 5,20 0.011 07/0772(115 Emulsion 0710712015 Emulsion 07;07/2015 Emulsion 07/07;2015 Emulsion 0.00 07/07/2015 Warning siren repair, annual maintenance iNo No No No NNo No N.0 (10011 lie Paid Proolikt .10/15 - .2:‘1 1 PM / Page 1 Amount 1'n►A Dale 'I nsk l'e lie I'() if ('lose I111.inc f/ REA1)1'\\=`AT Total: SA1 EPASI' Sale -Fast, Inc. 15426-1 ((0/1112015 1(11 -4 30-3100-44170 Uniforms 154264 (16/)0:2015 1(11--130- 3 I (I((-44170 Uniforms 154264 Total: SAFEF,'ST Iotcil: SENSUS SENSUS USA !:11 5001405/21; 2t)15 t,(t€-494-94(10-42 31)0 Water deters & Supplies ZA 150))1403 3 olal: SENSUS Total: 3,745.00 278.82 261.04 061,94 ((7i07/2015 Safety Vests 0.00 07/07/2015 Apply credit nenlo 1,570,34 t),I)I) 07;0720I5 System Support Renewal 7/11): 15- 7,10/16 1.5 70_ 34 1,570.34 SPRIN I' Sprint 761950227-14; 06 19/2(115 66.54 0.t)0 07/117/21)15 Cell phones - adinin 101--III)-I0.40-43210 Telephone 76195022 7-147 06/ 19/201 5 228.l l 0,00 07/1)70015 Cell phones - lire 101-420-22711--1321 II 1 eleplone 061950227-147 06 1902)115 48.66 0.00 07/072015 Cell phones - building 101-420-240((-43210 Telephone 76195021 7-147 0o/ I0/l01 5 RS.25 ((,0(1 071)72015 Cell phones - I' W I O I -•4 30-31011-4321 I1 Telephone 761950227-147 06`10r2(115 91.65 0.))0 (17(17/2015 ('ell phones - Parks 101-456-5200-43210 Telephone 761951)227-147 06' 19/2015 55, ? 11.011 07,17/2(.115 Cell phones - Taxpayer Services 101-410-1450-43210 'Telephone 761050217-147 06/19[2015 17.58 0.00 07/(1712(115 Cell phones-PLann€ng 1111 --I 1))-I 9I0-43211) "Telephone 761950227-147 Total: 597.34 SPRINT Total: 597.34 S'I ARTRIB Star Tribune 1 1 _239973 296-450-5.300-42500 IS-1.86 1),01) 1)7'07/2015 Subscription 9973 Iola!: 184.86 S I,\R TR€13 'icrt:tl: 184.86 11' - To lie Paid Proof I_iA (((6/3015 - 1:4 I I'8) ) Nu vo 111111(1 Nn Pave 17 Invoice 4 Inv Dale STLIBRAR Stillwater Public Library 00/02/2015 206-450-5300-44300 Miscellaneous Total: ST1_113R AR Total: SWENSON Swenson itt 00117(2015 700_450_5300-413(10 kliscellatteous Total: SWENSON Total: TASC11 1.A, Schirsky & Sons Inc 58102 06;0912015 101-430-3120-42240 Street Nlaintentince Materials 58102 'rob& 58195 06i )5/2015 101-430-3120-12240 Street klaintenance Materials 58195 Total: FASCH Total: 1TNNISRO 'IcnnIs Roll 011'.11C 1407903 1)03/2015 101-430-3100-4-1380 Cleon-up Days 1407903 Total: ENNISRO Total: ITiSSM A N Tessman Company Corp Credit 00/11/2015 101-450-5200-12100 Chemicals Credit Total: 5210402-1N ()oi1 1/201 5 101,450-5 200-4210)) C'heriticals 5210462-1N -hob TESS8IAN -40m1; TKDA TK DA. Inc, 002015001619 0610:2015 I (11,4 0_1930_43030 Engineering Services (,0 )m.5001049 Total: Antonia Quantity Runt Date Description Reference 9n0.00 900.00 960JA) 5/,34 52.34 52.34 169,03 169,03 144,90 144.90 314.53 5‘03,5,8-, 5,035.82 5,1135,82 -54.00 433.1I:3 433.15 379,18 359,10 359.10 0.00 0707/2015 Library Card Reimbursement 0.00 07/07/2015 Program supplies 0,00 07/0712015 Asphalt 0.00 117/07/2015 Asphalt 0.00 07/07/2015 Clean up day (3,))0 07/07/2015 Credit memo 0,00 147(0712015 Chemicals 0.00 07/0713015 Records & Data AP - 1 3e Paid Poy!' 1..3st 03n/30/15 - 2:4 I PN1 Type PO 1/ Close NA,hte No 0000 No 1))))))) No 0000 00)0) Ni (MOO No 0000 No 0000 No (1)00 Page 1 8 Invoice ft Inv Dale 092o15i)(11 71? 5(/(115 002..4145-Q4 50-43030 higincering, Services 002015001712 -1 oial: TKDA Total: 100E( ;)N Elie 'Fool 55(3 OW 16/20 15 1-13(1-3 I (10-,12-1110 Small Tools & Minor Equipment 5503 Total: TOOLOU1' Total: TO FALAI EC Total Mechanical Sr k ices, Inc ray Req N 0578/7015 601-494-9400-430311 Enincering Service,: I'ay IZ_eq 8 Total: I (IVAL. NI EC 'Fond: 1\ASEI-R.7C \Vashington County <1076477 (16411/7015 101-410-13211-42030 Printed Fowls 4026427 1 otal: 11'ASII-RECTotal: \VASI11.113 Washington County Library 06/08,7015 205-4511-53110-41300 liscellaneous Total: NVISH L113 Total: 11`Iiiicani \\like Anita (Sable riper (16/17:7015 101-110-1450-43620 Cable (./perations Coble oiler `14, NVIiitcani Total: Amount Quantity but Dale 1)escriplion Reference Task Type 1'0 # Close POLine t?' 71.708.11 21,708,1 I 72,06'7,71 _3)8.95 378.95 378.95 38,752.06 38,25).06 38,757.06 46.00 46.00 46.00 1,745.00 1,7-15,00 1,745,00 55,00 55.00 55,00 Report Toni!: (80,358.94 0,01) 07/0717015 2015.120 Eagle Point Blvd 0.00 07/07/2015 Power Probe 0,00 07/07/7015 2013.132 Primpliousc 4 0,00 07/0712015 Agreement Recording Duc 0.00 (17/(17/2015 Library Card Reimbursements 0,00 071.17/2015 ('CM 6/16!15 - 11c I'aid Pod' Lis( W(0015 - 2: J I No (1000 No 01100 Nkl (1000 NO 0000 0000 NIk WOO Page 19 Accounts Payable To Be Paid Proof List User: PaityB Printed: 07/01/2015 - 8:27 ,\M Baia: 001-07-2015 Invoice # Inv Date Amount Quantity Pnil Date Description Reference Task Type l'O # Close POLine fl CTYOAKDA City ofOakdale May -15 06/3017015 8,000,00 0.00 06/30/2015 New Water Connections - May 2015 No 0000 001-001)-0000-20803 \VAC due Oakdale kitty -15 Total: 8,000.00 CTYOAKDA Tolal: 8.000,00 Report -rota!: 8,000.00 AP - To Be Paid Proof List (07/0 III 5 - 8:27 AM) Page 1 'Ft IE CITY OF LAKE ELMO DATE: July 7, 2015 CONSENT ITEM #3 MOTION AGENDA ITEM: May 2015 Financial Reporting SUBMITTED BY: Cathy Bendel, Finance Director THROUGH: Cathy Bendel, Finance Director REVIEWED BY: Finance Committee SUGGESTED ORDER OF BUSINESS: Introduction of Item ........ City Administrator Report:Presentation „ ......... ...City Administrator Questions from Council to Staff ........ .......................... Mayor Facilitates Call for Motion ...........„.„.......................... ..... Mayor & City Council Discussion.............. ..... .................................„..,.............. Mayor & City Council Action on ..... ...................... Mayor Facilitates POLICY RECOMMENDER: Finance FISCAL IMPACT: NA SUMMARY AND ACTION REQUESTED: As part of its Consent Agenda, the City Cotmcil is asked to accept the May 2015 Financial Reporting Packet. No specific motion is needed as this is recommended to be part of the overall approval of the Consent Agenda. BACKGROUND INFORMATION: The City of Lake Elmo has fiduciary authority and responsibility to conduct normal business operations and report the financial (unaudited) statement to the City Council. City guidelines suggest the Council be updated on a regular basis. STAFF REPORT: Attached please find the comparative financial statements for the month of May 2015 reflecting the monthly and year to date detail, comparing the actual results to the 2015 Budget. -- page 1 -- City Council Meeting [Consent Agenda Item tt3] July 7, 2015 GENERAL FUND: Revenues: Total revenue for the month was 47% above budget for the month bringing the year to date total revenue to 2.5% below budget. The most significant budget to actual revenue variances are as follows: Building Permit revenue was 16.6% above budget for the month and 35.9% below budget on a year to date basis. The budget was compiled for the full year only and the amount shown for the month of June is 1/1211' of the total budgeted for the year. This represents 18 new home starts in May compared to the budgeted 11 new home starts per month. The year to date new home starts is at 38, of which 5 were open space new homes. The 2015 budget did not include any open space new homes. Sewer Permit revenue for the month was 100% below budget due to there being no new sewer permits in the month of May. Utility Permit revenue for the month was 113% above budget due to the new development activity generating more pen -nit revenue than budgeted. Cable Franchise revenue for the month was 51% above budget due to the Cable Commission refunding Lake Elmo's proportionate share of the excess fees collected. Zoning and permit revenue was far above budget May due to only minimal zoning perrnit revenue having been budgeted for 2015. Expenses: Total expenses for the month were 6.3% more than budgeted bringing the year to date expenses to 4.1% less than budget. All departments continue to manage to the bottom line. The following summarizes variances of note: General: • Mavor and Council — As mentioned previously, the year to date amount in Dues and Subscriptions represents the 2015 portion of the League of MN Cities annual dues as well as the annual contribution of S5,000 made to the Youth Services Bureau in January for 2015. These amounts were spread out in the budget so the expense will catch up during the year. • Prosecution legal expenses are 7% higher than budget for the month and the majority of the cost increase is covered by fine revenue. • Building Inspection — The building inspection expenses are 43.5% below budget for the month due to the building permit volume being below the level anticipated in the plan. -- page 2 -- City Council Meeting [Consent Agenda Item tt3.1 July 7. 2015 As a result, the contracted inspector continues to be utilized until the pennit volume ramp up to a level justifying a staff addition. In slm-nary, as discussed during the 2015 budget process, expenses are being closely monitored until the development ramps up to cover growth driven expenses. Year to date actual expenses continue to be less than budgeted and the net income through May is 5% better than budget due to everyone managing to the bottom line. LIBRARY FUND: Revenues: Revenues for the month and year to date are right at budget. Expenses: Expenses for the month of May were 24.5% less than budget primarily due to not spending as much on library collection maintenance as budgeted. On a year to date basis, expenses were 19.89/0 less than budget. On a net income basis, the May results are 26.9% better than budgeted and on a year to date basis are 21% better than budgeted. The ending May cash balance in the library fund is $ I46.4k. RECOMMENDATION: Based on the aforementioned, the staff recommends the City Council accept the attached May Financial Report. ATTACHMENT: 1. May Financial Reports -- page 3 -- City of Lake Elmo 2015 Budget to Actual COrp1f9r3liVe Fps the month ending May 31, 2.015 101..General Fund Summon, E3v Department DEPT 410 • GEN.!, covrr REVENUE Total Revenue 777/2015 Full Year MONTH YTD BUDGET BUDGET ACTUAL Variance (5) Valiance CV.) BUDGET ACTUAL Variance (S1 Variance Ci) 2015 % lo date INDnlli Month Month Month , YTD YTD YTD YTD 3,798,334.101 11.63% 115,482.25 170,242.81 54,7611.56 47,42% 452,903.25 441,732.31 (11,170.94) -2,479/. EXPENSE Imo' Mayor ..3.: Council 40,955.00 32.25% 1,000.00 711.92 283.08 28.811', 5,375.00 13.2(16.19 (7,831,19) -145.70% Total Administration 407,316.011 53.92%, 28,837,37 53,066.87 (24,229.50) -84.02% 191,118.13 219,611.04 (28,492.91) -14.91^/o Total Elections 1,050.00 57.140/. 11,00 0.00 0.00 0.00% 975.00 600.00 375.00 38.469/. Total Communications 711,342,00 33,511% 4,787,77 2,101.77 2,686.00 56.10% 28.457.73 23,730,73 4,727.00 16.61.V., Total Finance 134,047.00 39.411'o 7,858.23 9,787.19 (1,928.96) -24.559/. 60,635.27 53,061,14 7,574.13 12.49% Total Planning & Zoning 224,218.00 45.15% 16,555.63 17,892.87 (1,337,24) -8.1114% 93,013.38 1(11,232.77 (8,21939) -8,1149/., Total Engineering Services 54,800.011 39.68% 4,600,00 2,627.95 1,972,05 42.87% 22,600,00 21,747.35 852.65 177i'a Tolnl City Holl 50,235.00 56.75% 4,161,00 4,492,75 (331,75) -7.979/. 21,133.00 28,507.69 (7,374,69) -34.90% Total General Government 984,063.011 46.92% 67,800.0)) 90,681.32 (22 881,32) 423,307,51 -9,07% DEPT 420 • runuc SAFETY rotal l'olice TOW Prosecution Tnial Fire Total Fire Relief Total Building Inspections Total Emergency Communientious Total Animal Control Total Public Safety 517,799.00 0,20% 0,011 0.00 11M, 0.00"/. 50,000,00 46,18% 4,200,00 4,512.50 (312.519 .7,4494 385,312,04) 36.87% 27,150.47 20,697.08 6,653.39 24.33% 37,323.1/ 0.00% 0.00 0,00 0.00 0.01194 31.3,558.00 22.53% 22,549,08 11,282,07 10,267,01 45.5394 7,000.00 0.11094 0.00 0.00 0,00 0.110% 6,800,00 48.2494 565,00 575.00 (10,00) -1.7794 327,792.0)3 18.25% 54,664.55 38,066.65 6,597,90 0.0)1 1,034.22 (1,034.22) .100.110% 20,900,00 23,087.50 (2.)87.50) -10,47% 168,563.53 142,0111.19 26,482.34 15.71% 0.00 0.110 0.00 0.00% 117,652,42 72,898.44 44,753.98 38,0494 1,750.00 0.00 1,750.011 1110.004 2,825.00 3,280.00 (455.00) -16.11% 311.590,95 242,381.35 69,309,60 22.24% Summory t DEPT 430 - PUBLIC WORKS To1a1 Public Works Tow Streets Total Ice & Snow Removal Total Slreel Ligh lint! Total Recyclin Total Tree Program Total Public %Yorks 380,195,011 40,44 V. 222,578.011 14,89% 95,5011,011 35.15% 28,000,00 33.116% 9,500.00 0.110% 6,000,00 omo% 30.97% MONTFI YTD BUDGET ACTUAL Varilnce (5) VarianeeIro) BUDGET ACTUAL Variance (5) Variance (°;) Monti, M1401011 Month Month YTD YTD YTD YTD 25,757,69 18,8110.81 6,956.88 27.0196 172,799,81 153,752.62 19,047,19 11,11296 4,76001) 30,078.92 (25,318.12) -531.9196 12,300,00 33,149,12 (20,849,12) -169.5196 I ,350,111) 214,00 1,136.00 84,15% 51,250.00 33,564,47 17,685.53 34.5196 2,350.00 1,07/1.59 1,271.41 54.1(1% 11.7511.011 9,257.96 2,492.04 21.21% 500.00 0.00 500.00 100,0096 4,250.00 0.00 4,250.00 100.011%, 50(1.00 0,00 500.00 100.0096 2,500,011 0.00 2,500.00 100,110% 35,217.69 50,172.32 (14,954,63) 42,4696 254,849. 2 9,724.17 25,125.64 9.86% DEPT 450 • CULTURE, RECREATION Total Parks & Recrea lion 153,028,00 63.711% 11,310.74 18,972.46 (7,661.72) -67.74% 68,683.22 97,485,62 (28,802.40) -41.949A, IF & Telephone 109,560.0U 28.7696 22.388.00 5,616.84 16,771.16 74.9196. 49,890.00 31,512.38 18.377.62 36.84% GRAND TOTAL ALL EXPENSES 3,316.216„00 32,0596 191,380.98 203,509.59 (12,128.61) -6.34% 1,10/1,421.49 1,062,8011.43 _ 45,621,06 4.1296 SUB TOTAL NET INC OVER EXP 482.118.00 28.82% (75,898,73) (33,266.78) 42,631,95 56.17% (655,5)8.24) (621,068.12) 34,450.12 5.26% DEPT 460 - COMP ADJ 35,11011,00 0.00% 0.00 0.00 0.00 0.001'. 0.00 0.00 0,00 U.00% DEPT 490 - CONTINGENCY FUND 0.110 0.00% U.00 0.00 0.00 0.00% 0 00 0 00 0.00 0.0096 Debt Service Increase 247,118,00 0,00% 0.00 0.00 0.00 0.00% 0.00 11.00 0.00 0.00% DEPT 493 - OTII FINANCING 200,000.00 0.00% 0.00 11.00 0.00 0.00% 0.00 0.00 000 0.00% GRAND TOTAL ALL DEPTS 3,798,334.110 27.9896 111,380.18 203,509.59 (12,128.61) -6.3496 1,108,421.49 , 6 ,800.43 - 45,621.06 4.12% Net Income over ENpenses O. 0 0.00% (75,89 .73) 3,266.78) 42,631.95 55, 4 (621,06 2) 4,4 2 5.2696 Sononary_2 2015 )3v 31onth 11pd,rei to Actual comi,rmivr Fur 03. nmroll embott Slav 31. 2015 Deial/ ,arulc.nt 13,FI'T 410 GOrT 7/7(2015 Full Veal MONTH Y ID BUDQE I' 1.11.1LX181 AC11,1A0 Vananrc (S) Yarlance (%) [kincei ActLIAL. Variance 151 Variance (5)) 2015 % 10 dale T 14,11 Month 1.mill Month V ID YTTJ Y11) Y3I) Y .rtance not,"!, ITTNItiNUF. Correll( Ad Valorem Tos.t.:s 2.531,080.110 0,00% 0.110 0.011 0.00 0.000, 0110 0E10 (i 00 0.11000 Cklilimicnt Ad Valorem Tax Qs 15.000.00 0,00 % 0,00 0.00 0.00 0.0119-. 0.00 0,00 0.00 0.00% Mobile llorn, Tax 11,40049 11.011% 0.100 0.00 II 00 0.001', 0.00 0.00 000 0.000 Fiscal Dicranlic‘ 160k00k0 knn% o oo koo koo 0.0000 koo kno omo k00% r,o;.1(0 & latovsl L01 T.1.,, 7011.00 0,00% 0.00 0,00 0.00 0 0055 0.00 0.00 0.00 0.0000 Luluor 1.3C0-15C 11,35100 97.6030 0.00 OAP 111111 0 Hr., 5,350110 9.150 00 0,004.1,00 52.34% \11/ 40:0J uli.rr licene 1,6311.1111 13.5754 0.00 0.00 0.00 0,00% 840.00 4011.00 1360.100 -12.864 Cirner-41 Comractor 1,..ernsr 0,011 0,00% 0.00 0.01i 0,00 0.001". 0.00 0,06 0,00 0.111 /% 1-11,11N4 COMMUM" L00flje 2.500.00 70.00% 1,10.00 250 130 50.011 25.011.„ 1,100.0 0750.00 630410 39 00"-a Eilackluppiag Cunirpeler 11,..ns, ILO 0.007', 0.0+) 0 u-0 0.57 c00% kou (I.N UM) U.OU" Building l'arn00 517,6011,09 26.71/00 41,13100 511,277 15 7,147 15 16.5700 21.5.65U 17',. 1300201,05 17,,,115 051 .39.9130 15 no" horn rerrnifi In 011:iy Tholdinl! 00-in5pecl Fee. 1,000.00 0.00% 100.00 0.00 i 100.00) -100.00% 400.00 0.1N1 (400.001 -100.00% Hcaong Pernik 09,040.101 41,28% 2.421./.1.11) 2,475.60 55.60 2.3W.-. 12,100.00 11,987_25 (112.731 .0 937. Plumbing Prrn11,4 29.040.00 40.92% 2.420 GO 3,422 00 00200 4 1.4 1."..'. 12,100.00 11,882.00 1219.11W -1.80,p Se,,',, i Penni', I 0,5611.011 0.110.4 R00.00 0,00 (3R-,) 1,0) ,,100.00". 4,40u.OU 0.00 ( 4,400.00) -100.003, Al,iroal 1.1crnse 2,500.110 73.3400 40.00 145.0U 10500 262.50151 2,220.00 1,846.0 (774,00) -16..9550 47010y Penniu 111,1)0)1 5,000,00 330.3554 500 00 1,066 1.0 I 546.80 I 1.3.3000 I ,1.100,00 16,5-12.40 15.342.40 1554:24', Burning Peon,) 2.,250.110 46.1191'0 0,00 135.00 133.00 100.0090 OA) 1.055,00 1,035,00 100,UU00 Mass, thLropy Lic.,,cs 150.011 16.67% (1.01 0.00 0.00 ok,„ oko 2.5.o4) 25.011 100.00% Elecirical Permit 6.051-110 44.437/, 500.00 611.50 111.50 22.360 2.500.00 -23,0837 155.37 7.53 1loolesic.01Crcilii Aid 0.110 0.0114.4 MO 0.01i 0.00 000.,,, 0.C50 0,00 IWO 11100% NISA-1110,1101.1flit 101.696.110 53,74% 11,01.1 0 00 0 00 0.00.1, 00,640210 59,737.011 S,054.00 17_47% MSA tbrOttql incicgIn IV 2015 State Fr,: Aid 41,500.011 DAM% 0,o0 omo 0.ol, o.00., um() 0471) o,40 0,0006 PERA Aid 2.149.00 0.00% 0.011 0.00 0.00 (J 011“„ 0.00 0 00 0.1/0 0.00% GrAvel Tax 0.00 0.1/0% 0400 0,00 0 00 0.0001, 11.00 0.00 000 0.010.'. Rec,cling (Irni 15,500.00 0.00% 0,00 0.00 0,00 0.000 0.00 0.00 0.00 000'; Mi.:,.. 0I31e (;ranliSkirchlrge Re, 5011110 60.89% 0.00 50.47 .S4.47 100,00% 12.5.00 304.44 I 79,44 143.53% Cabic Frr.nch00e 00v,0e 45,000,110 151.40'4, 4.5,000,00 68,129.10 23.129,10 51,40°, 45010.01/ 65,1 09.10 23,129.10 51.40q.. Zoning .k. Silbdivi'sion Fo.:5 7,5110,00 201,20% 750.00 5,500,01' 4,750.00 63.3.330, 730.00 15 Xr9I) 00 11,340,00 1912.00S Vcry Fear roning permits badottc0 102015 Plan ClIcck Fee.; 1111,923.110 43.7054 13,160.25 30.772.32 15.612.07 102,091'. 75,301.15 79,511,1,57 3,690,32 4 37 % Sole of Copic.:„ flooks, Mars 175.00 19,71°6 15.00 6.00 190) -60.001'0 35.011 34,30 01.501 .1.4:1:4 ..4,scssment ScIrchci 730.00 93.00% 43 00 I 51).01) I 05.09 233,33% 165,00 735.00 5713.00 345.450', Clort Up Day, 2,110100 0.00% 0.00 will 0.00 0.0tE-i, 0.00 0.00 0.00 0.000 Cabl, Opemlion RomburA-ment 2.5110,00 0110% 0,00 0.00 0,00 0.001'; 625 00 0.00 (625.001 -100.00.. rin. ..ix,nokno 36.53% 4,000.00 3.637,67 1312.33) ,7.91'.. 20.000.00 17,532,91 (2.107.09) -12341'; Fluc..., below avcmgc bul 17..pically more:gsc in thE springhtmmer Aliso:11,1..10$ Pen 0,, 0315 0,00% 0.00 0.00 0 011 OA% 0.00 o.00 omo 0 00°.; Fire Billabir, /ir.,enur.: 5011.110 (Loa% Iwo koo oko n.o.D.,; k00 500.00 500.00 100.00", 0650011501(00 licit:110c 3,5110110 I 45.0200 300.00 3,50.90 3.205,90 1045,6100 1,401190 5,190.72 3,750.77 270115% Intrxml 01,1100s 640.00 60.31% 72.00 24,00 2.110 9.0954 494 00 706.1.31 (10941(1) .2 1.561-. butresi )00roo 10,000" 11.00% 0,00 OW 0,00 0.0010 Q wi two 0,04 0.0000 Von:mons . . o.00 0.00.; 0 no 0 oo 000 0,007.; 0 GO ..1.00 0.00 0.0090 Taut! Rcvenuc 3,793,334.00 11.6354 415,403.15 17-N247..711 .5. -17..127'. -42,94325 441J32-31 011,171.1.941 ..11.-1754 OCIA,1,1 Full Vedr looN-ri I \ III EXPOSE: BUDGET 1111OGET ACTUAL Variance i51 VorianCb i%) flulDGET AO-1)AL VarbincelLS/ VandndC 1.1)L1 1110 . 31a) ur & Council 2015 ''a 01 0.itd klonth Nlonth Mdbuh 410ntl, ITU Y1./ WI) l'T D 1-` I' Sql4ric, 25,6911.00 0.0055 0,00 0.00 000 300% 0.00 0.01 0,00 1500' FICA Coni01,4,60„., 1,593.00 0.00% 0.00 0.00 o 00 11.011),, 0.110 0,00 0 00 0,00% Malicdre Contributions 372„00 0.01455 Odin 0.00 0.00 0 00., 0.04 0.01 000 0110.4 Workcrs compcn...0ion 301100 26.71% 000 0.00 0,00 0 003., 0.00 40,12 (80,12) -1011.001), Mdbaud 500.011 2321155 0.141 0.00 0.00 0.011, 125.00 141 50 (10.56) -11.25% Mi,derldocou, 0.00 100% 0,141 0410 0.00 0,00.;, 000 16 i ....., I (161.40 -100.0055 Does & Subwripooni 11,501141) 102.815, 1.000.00 71 d.92 d5.4 08 28,3 19., 5,0110.00 1 1,322,60 (4,821-601 -116.45°6 2015 diard 01"1„3.1C annual drill mode in ,Sepi 2014 plus Conicrence & TrHining 1,000.110 Ino.on v.. 0.00 1100 0.#10 UMW, 230.01 1.00550:1 (75(1.00) ,.300noR„ annual VS13 pdyincui Total Mayor & Council 411,953.00 32.2355 1,000,00 711,92 288.04 18.81%, 5,375.110 11.104.19 (7,831.19) .145.70% 1321/ . Adininiytration FT S31arte, 194,125.00 43.06% 15,74335 15,81040 (494.151 -3.91% 835111.11 45.33.227 11.500,15) -1,797, PERA Conlidbutions 14.304.00 4431% 1,1002 1,147.74 (81 412/ .7309, 5.077,05 636507 (137 59) -47499 ICNIA Con!tiLIOLIQM Itai LOUVo 001 0 0(1 0 1}0 0.00", 0.00 0.00 0.00 0.00% FICA Contribution, 123114,00 41.0055 9401.92 914.63 10.29 I 09% 5.197.1)8 5.03705 160.0.1 LOS% 415,icard Corin01utinii3 2,873.00 41.0090, 221.49 d i 4.60 2.41) 1.0,5% 1,115.50 1,174.06 37.44 3.08.i, 1111t1d5535al Inittroncb 44,963.00 44.38% 1,451,15 3,620,00 1168 45) -1.697'. 13.941.33 19,910.00 (918.05) 41.89", Uneniploynicni tidneri is 11.1111 0.001.'n 0.110 0.1111 0.01 0.110", 11,00 0.00 0)5) i) OU'e Worker, Compermit(on 1,1100.00 43,79% 000 0.01) 0.00 11,00°, 1,000,00 437,94 162.06 16_11°, Oillec Supplies 5,500.00 5111% 1311,00 439J00 f9.091 .1.01% 1,250.00 2,816.70 (566.701 -24 1955 Priatcd dorms 0.00 0410% 11.00 5 I fon (516.00 -100.005', 0,019 516 00 (5)6 110) .100 005. Legal Services 45.0110,00 89.0155 3,730.00 15,557,00 11 1,807 00) .114.85"d, 14,750.00 40,055.34 121,305 341 .111.631)'. NovsleitcrAVebsilc 0,00 0.0055 000 n.rw, 0,10 low i• 0.20 0.00 0,03 0000, As„st,5iire. Scrvicm 32,000,00 37.7855 2.500 011 3,490 44 0,990341 .239.64t6 11.500.00 14,490.35 (5.9911,S4d -47 9)9n May expbose triblinldd WA aNded,a- fern budgeted tin." III die yb-de Crintraei Se, ice, 4,00 0.110% 000 1).00 0.00 0.00% 0 10 0.01) n.no 0.10195 buslagd 24100.00 103,84% 0.00 5011.01 (500 O(1) .1011.001), 500.011 2,1177340 11,577.601 -315.51", inning mode Miletedc 500.00 14.1055 54,01) 0,00 50.00 I Ut1.00. 100.00 70.49 129.51 r,4,769, Legal F'u6thslunt; 5,0110.00 17.15% 400 00 243.31 116.69 29.179, 1001300 1,462,17 117.63 5.331)0 inmiratice 35,000,00 93.109', 000 5,443.00 (5,44101) .100.001),, 35,40000 32.536,01 2,414,00 6 90% Cable Operation 1,541105 0.00 0,110% 0.011 nmo 0.00 0.1.1u!n 9,10/ 0.00 U.1.01 (1.1)114i All,cellanolo 600.00 19.55% 50.00 n.on 50.u0 infroasa 250.00 237.31 12.69 55)9') 111.144 & Subscript iard. 2,100,90 51,8755 1 75,00 0.1/0 175.00 100,011% 373110 1,091.94 1.216,96) .24,50", BOAS OA) 0.01125 0,0 0.00 CLOG °MO° OA 0.00 0.1111 0.0055 Confdrenccs & Train,nd 6,100,00 18.95% 500.00 0 00 5110.00 1 no,on, 'n, 2,500.0o i two '344.00 51.761'4 Sia111)..cloprner0 MO 0.011% 0 00 0.00 0.00 11.4.455 0.00 0.50 000 0,00', Total Adaiioralndiun 407,116.00 33.91% 23,43737. 31,066.417 114229,50 -94.02% 191.114.13 219,611,04 (2.8,492.9)) .14.91% 14111. Elccliiin5 011 25l:ivies 0.110 0„011% 0.00 0.00 0.141 11.001', 0441 0.00 0.00 0.011"'4 13110144opplio 0,00 0.000, 0.00 000 0,00 03090.00 11 0(4 0.011 0.00,., 1 col Publintions,Nonlicalion 0,00 11410./, 0 Db 000 0.00 000° 0.00 0.00 0,00 0.00,n Eq11,90ten[11.5i7i1 0.00 0.0055 11.00 0041 000 0,1019;, 1100 600011 1611100i .100420", County Election rte2 950.00 0.011% 0,00 0.00 OA/ 0,00% 954.05 MO 930 0,1 len 0V; Prinicd Forms 0.110 0.00% Ind 0.0u 1.1.041 0.005, n Oa 0.00 0 00 0.00% Miscallanbous 1011.00 0.00% 0,00 0.00 0.00 0.0055 25,00 ILO° 23,00 100.01d, Tula! Elbciions 1,050.0 57„14"/. 0.00 limo 0.110 0.110% 975.00 6110.011 373.00 .38.46% b&,44,422 41,0) 1",:ar MONTI! V11) 11013(1)51' 131.0.20ET AC13.1Al, V.ince 151 Vrmance 1".1 BIJUGif:T ACTUAL Vanmlee (SI Va6.,, iN) 1450 , CumnitinicAtk.i.i. 2015 °.',, to 1..1mc Monib 572n111 Mouth Month 332 335) I rEi 'rip n 3511,11,CS 35.876,110 31.72'.9 2,759,69 1,606,59 I ,I.D.10 41 751,, 15.178.31 11 .739.09 3.439,22 2.2.W4 VERA conirilllitionn 3,801.00 27.1173 2110.1/8 0.01.1 200.08 looArir 1,100,42 70i.lo 393 32 35.92'11 FICA Cunuibution5 2,224.00 32.0772 171,08 99.6.3 71.46 41.77'!, 940.92 713.13 227./9 2421°0 Macaw Coninbulions 520.00 32438% 40.00 23 30 16,711 41.'5', 220.00 160,80 5320 24.13)e ile31110Uvutal In-,nrneo 9.970.00 36.8372 766.92 0110 166.97 I 0C1,011. 4316.08 3,672,00 5.16 08 12.5591, Workers Compen,ininn 0.00 0.00% 0.011 0.011 15011 0.00'; 0.119 151.63 11513131 -101002 (5c.vsleilcr 8,110000 41953, 0.4111 il 141 0.00 0.011`, 2.090,00 3,415.95 (1415.951 -713072 011icc Strvplie .561.00 8.65% 514.51.I 000 50,09 1.00.1.100, 250,00 48,50 20150 0(1.114)5,. isitlefiv., 100,00 U.009/E, 11.1.9 0 (111 0.011 11.00°,1 25.00 57.27 (32.27j .129.10,, Public Nouccs 5,04113/0 2.1.66%72 400,00 1.32.2b 267.74 66,941, 131.50.00 1,212,74 707.7.6 362772 cm, 0/1..talion 4,800.00 29.97% 4(0.011 240.00 1611,00 40A47. 3,001109 1.,138 52 541.48 26.0716 Conk:lc:nee, 7011,00 51.430/, 0.01' 0.00 0.00 (I 00,„ 350 OU 360.00 (10.001 -2,06°. 11,..Nurtmnint Equipment 450.00 ir.no',. 0.00 0,335 0.00 0.00% 273,00 0.00 2.25.00 110.0613 Intul Communications 70,842.110 31.50724,787.77 2,101.77 2,886.011 56.10% 28,457,73 23,730,73 4.727.00 16,61% 1520 - Firmer ET 5,1111-Ws 68,30.110 38.72% 5,i43.3 I 4,632.37 i 10.90 9,94,!,, rr Salarws 3,6110.00 0,01114 376.92 0 0(1 276.92 11111.00% PERA Contribution:, 4,848.110 40,053/0 372,92 347.13 25,49 6.e.15 FICA Cuniribu I ityn7 4,369.110 34,62% 336.05 272.09 63.99 19.04% Nicdicar,,, Contribufions 1,022.09 31.61% 7S.62 0.62. 1 5 00 19,08°, I Iralth/Denol Insurance 14,955.00 32.01% 1.150.38 070.40 279.90 .2.4.34", Unertiploymcm Ilcuctii, 1,(in11.1111 11,011% 6 AO 0 00 0.130 (1.61172 3Vorkciq Compcma Oen 50(1.110 5.6.5531, 0.00 9.183 0,00 0 001,, 011)er SliFpirC$ :5)3)4,0 21.21% 1/.00 11.061 0,00 0,00'., Printol Forms 511100 0,00% 0,00 0.00 000 1130°.-i, Audit Service:. 27,000.00 55,7472 fl ;PO 2,52 i.(31./ 12.825.001 -100.00°, ConitIci Seri,,, 8,0110.00 4622% 500.0 606,33 (106.331 -21 272, 7-111e4c 50.00 0,00% 0.011 0.00 0310 0.001„ Miscellaneous 2.00,00 98.07% 0,110 0.00 0.00 /0072 D.s S: Sul,cripfion. 710.1111 OJAI% 0 00 170,00 (170 001 •1 01)41111% Con 8,(..11, S.: Tr:01,1w; 500.00 0.00% 000 0 00 0.011 (1.003,, Total Finance 134,647,1111 30.41% 7,0513.23 9.787.19 (1,928.98) -24.55% 28388.19 23.598.27 2,199.97 1.523 OR 0,00 1.523 OS 2,051.09 1.941.65 109 43 1.8.142 1,.51252 3.35.90 432,18 35157 70,71 0:327.17. .1,737.29 1,539.92 2.1100,110 0.110 2.000,00 125.00 382.76 (157.761 125,110 106 07 18.93 125.00 000 125,013 15.090,00 15.050.00 00,00) 2,300,00 7..772.91 (272.911 0310 0.00 11.00 50.120 196.14 (146 1,)1 240.00 170.110 70 00 0.00 0.1,10 0,011 40.635.27 53,1/61,14 7571.13 (11(1.00% 5,3;1% 15.17% 111.21/t., 21.3475 iromir -126,211, 1.5.14'N 100,00' -0,33"4 Fividisork i.orriplelvd and 5il1c4 caring than 3n1l0ipa1t..1114 budgcf -10.9219 Will kiccrel5e now tlyld 50.1,1 rd.hgantlally compiried 0.00% .293.28% 29 I 7°O 0.001., 12.49% 1910 Planning 34 Zoning FT SsInnos PT 9405,-scs VERA Contribu110;6 PICA ConiriInunsinc Medtc34c Consr!but ion!, HailliuDenial Insuisiner Workers Conn pensosion Dussul»2ser C,ereiiv cUTSUI cosr recovery Office Sis1'9lie5 165n140 Corals Engineering Service, Cenirne; Scnices Posev,v 01, leoge Ali,stellsincous D106iStibeinpnons, COnterences2. Fuuning Tula! l'IssnnIng 34 Zoning Full 1 cur BIJDC,IS 1015 ',, 10 (laic 152354310 47.14794, 3,600310 0,10.1% 9,8494111 5313% 9,646.1111 49,48% 2,022.00 40-49% 72,047.0n 45,96./4 S00.110 71.8294 (16,500-00) 53.43% 1.800-00 31.24% 7.511.00 12247% 205006,110 47.Nr6 5,000301 0.0094 100130 3.3.5% 250.00 8,37% 5110.1.10 0310./4 6011,110 0,0094 300,110 010% 2,000.191 112594 214,211310) 45-157/. 1930 lInginstrissuSurviens lingitusursrus Services 54.800410 1151al Engineering; Survices 54,00113111 19411- CH) 11011 Cleaning Supplies Building Repair surpr,,, Haw, ItessuirssAilint Cuturce16.)1 114 Repairs/1151m Coruna:2W! 150,0 Fncility Le.sse M111).cu4lussuous Tutal City Bull 39.69% 34.11(Vell 511.00 11,00% 3001111 03111% 63100.00 77,23% 353.00 166.1694 4,11011.0U S6.8951, 7,700600 NU /1.4 29,532.00 4 i.67% 304010 170.56% $(1,235410 511..7.599 To(ssl Grneral Goissrninent 984,063,00 46-.92./ SsIONTII rFD 1911DGI71, ACTUAL Vanzwee (5) 14009119c ("4) 31..113GIST ACTUAL Vari-ince (5) Islonth Mniiill Mow!, Illorull Y1 0 1' FD YID 1 1,F25.3 1 1.1.6611.97 (1,835.61) -15.52% 64.351.69 72,930.99 19.579-510 276.92 0.00 .776.92 100 034 1 ,523.015 0,110 1,52331/4 757.62 (,021_10 I 263.45) -34 7S. i, 1,166 SS .5,242.30 ( 1,075.42) 665.)9 302 62 1(1733) -20 60. 4 3.657.92 4.277,83 (6)9.91) 155.54 167.62 112091 -7.7774 855.46 150.30 1124.911 2.465.15 2,678 OR (212.85/ ,5,63°F 13,559.35 14.729.410 11,170.63) 0.00 0.00 0/00 0 00)4 300 0)1 574.57 22543 11,375.001 0,592.63) 217,63 -05 8394 [6.5733101 (S,S15 59) 1.940.59 1511110 478.61 1323.61) -219.0794 750110 562.40 187.40 Gi011 LW,/ 0391 C00% 250,0) 9711.011 (670_00) 1,500.00 646 oil 951.00 56.73.4 7,500 00 9,371.25 (2,076.251 Clikl 1:(110 11,1)!) i) iliri-i 1-750.00 0.00 1,250.111) 0311/ 6.70 (6.7)11 0.0094 .50,00 6.70 43 30 20.00 20.93 (0.931 -1.65% 100.00 20.63 79.07 411 00 0110 4000 100 00 '!-4 2011,191 0.00 200.00 50.00 0.00 50.00 I 061)074 250.00 0.00 250.00 25.I.0 (WO 2.5.0( Incwr -,, 125191 ()no ris.nn 0,00 11,00 0.00 Oif),PS 500 Oil 225.00 27300 6,555,63 17,892.87 (1,-137.24) -9408./4 93,01.3.36 101,232.77 1,9,2 19-31/ V.0-uince (50 5570 -13.33°14 100.0014 -25.8114 -16.9574 -1.1.61)% =41.63',/ 7.51/1". ;269 00`n -27,711; I (40,00"-'( 86.60s4 79,07.» 106.000) 00_041.S 010.06.4 55.00.4 -3)14% 4,600.150 2.627,95 1,97205 42.577.4 22.600 00 21.74235 352,65 .1.77`!0 4,600,1/0 2,627,95 1,972,05 42_8794 12,6011391 21,74735 852,65 3.77% a.ou 500.00 0,17)1 500.01) 29.00 4,161.011 12.00 0.00 031094 0.00 25.00 100.0014 270.63 22133 45,0796 11294 012,94) -100310.4 .126.00 174_00 3.1 AT ,s 1,173.66 (523 661 -811.56% 2A61,00 0.00 0.00% 148,50 (12.3.50) .494.0094 4,49:1,75 (331,75) 67,8011.0P 90,08(32. (22,01.32/ -33.750/, 25 00 !2.5.00 2,500,00 353.00 250000 3-700.00 )230360 125.011 21,133.00 423,307.51 1170 0.011 4,()31.9S 556,54 5.213_13 5,257 36 12,305.00 51 1.68 2;,507.69 :Li (10 12540 (2,133.981 1233.54) 11-7)3 1.1) (2.05730 0,06 jS6.6S) (7,174.69) -34.90.1 1`10visissnue notes 100,110.s 1110.00% -55.36% 1.16d00i uessinscrl ;influx sole in 1011 -66.16'4 .109.53.4 VTD: Eleutrscul !swing nuuded sn neve 091131 00). 4pucC 15,2 710 -6-129% Nu5s copitse !caw and usage overage lees 0.0TO -309 .14^;iii 461296:91 (31/.31/9:10 -9.11794 Dertad Dr PT 420 • 11.)111 IC NA MTV lull Vlql 9ION1 li 5°T11) BUDGET 1.3U1.1UET ACTOAL. Varian, (51 Variance co utlocr-r. AC l'IJAL VallAriCC (5) Varian, 0)0 21100 . Policr 1015 '55) tilt.: 5.19ruti Moran Month Minnh VTD YEE) 910) V 11.1 Lair En Itircernent Conin-rei 517,799.0(1 0,20%, 0111) ().05 0,00 n nira 0 00 1,034-72 (1.1.134,22; ., I 00,90,, 1'owl rnlIce 517,799.09 41,209)7 0.09 0,119 0.99 0.0055 0,80 1,91122 (1,934.231 -109.0055 2150Pram:1919n Atinney 50.011,110 48,18% 4.200.00 4.512,50 (312-99) 97.449,, 29.990011 25.1107.50 (2,11.17)0) -111,47% "Cow1 Prutoau0,111 50,000 460104 4,290.00 4,512-50 (312.50) .7.4451, 30,909.041 2.3,937.50 (2,119,591 .954755 2220 - Flre Fr Solorizr 63,6)4,09 43.2950 527509 9.409.60 (131.9)9 .2 41090 29.02900 29,70091 1671,90 .2 319), PT Sahli,. 12.3,121,0U 311.4794 9,470.95 5,104.18 1,365.97 14.42a 52,1189,05 37,520,19 14,569.49 27.979i, YID correction Inr accrual hack (0 2.0 41 ler FOC Fr PF.R.A Ceinnibriliona 12,116,00 43.91% 93299 1.083.90 ((56,9))) - in.83% 5,126 01.) 5,925 521 (7)/9 55) .15.609; FICA roninbulions 7,633.09 32,34.2, 937.15 421.15 191509 38_77% 3229 35 2-506.53 712.82 22.3555 8ledicare 15091rihiriinns 2,790.00 38.91% 213.10 189_33 24.52 11.479), 1,179.15 1,011.79 94.29 9.112)),) 119,001/Dertal lon)rn nee 14,243.00 44,I II% 1,095.92 1.142 00 09.30 .-923% 6.025.138 9,231.00 (255.(2) -4.23)a 1.1n2npleym701Urneti (9 0.00 9.0000 1409 0,00 9.151 0.001)5 9,00 0.00 ,1.59 0905 Wur6er5 rompierna non 9.000.09 193.77% 9.00 0,09 0.99 9,01255 9,01800 14,799.09 15,739,09,1 .6177" a Oue in 119.)1.31‘ inemise irflicc Sopp:ic., 050,00 34.73% 70,00 41 91 7.8.09 40132 150.r/11 1295.19 94.8) 15,665 EMS !alippli,95 3,1044181 3,31))1, 280.011 0 99 2110.011 100,009i, 1,40001) 129.69 1.27031 99.7.07a 45re Pierention 3,0181.1111 0,1/055 25035 9.90 250,00 /00 009i, 1,250110 li 00 1.250,99 11.81,00`)i, Eu91,011,5 fluids 13,010.09 23.69% 1,075.00 389.52 685.18 93.7455 5.375 GO 3,079.24 2.393.76 42.1175 5rn021 07015 K. Equip 20,/.192,00 63455 1,751/1111 255.00 1,495,90 85.43"a 9,750.00 1,37409 7,425.92 84.1734 Phyrirals 3,181,90 1,33% 235.09 0 NI 295.90 109.90'a 1,325.99 215.00 1,9611,00 811.140t i, 110210 21,562.00 23.511% 0.09 625 90 )625.001 ,100009, .5.399.50 5985 2,9 305.22 5.06"1, Milazile 250.011 161,92% 79.011 404.85 984,801 -1924,005. 110.00 404.10 (294.192) .268.0)19.a Insu19(e9 3,307.011 87.92% 0 91 9,01) U 00 17.00"i. 8.3117.in 7.229.09 1,078.00 12.983: Annual premium)). hil Ind ) \ pril Electric Llionly 17,009.00 47,12% 1200.99 678,94 721 NI 51,055,i 7,201190 9,9(19,82 1499.82) -11_259r Rriese 1,1100.00 1.32,4550 95.97 296.39 1101.38) ..212 399a 423.90 1,334.45 (199,45) .211.944 Rerairiadaini Bldg 2,000.90 226.89% 195.00 94,63 70.37 42,65% 825.90 4,537.89 (3.712.89) -150.039. RcrainMaini Equip 33,260.00 16,4355 2,779.00 695.23 2.194.61 75.9170 13,850 09 5.465.34 1.384.66 503455 (Jai Inrni), 1,5110.99 22.3955 2.1111,011 36,43 (21.55 55.44)„ 1.040 99 559,73 .(50.25 49.18)5 Miscellaneous 1,1410.0 65.99% I 25.09 7.99 97.10 93 95°)) 62509 989 91 i2o4.91) -A 39% Duvg & Subwrirtions 3,5118,0/1 66.14% 245.00 0.1/0 29999 100.000), 1,45099 2.320,04 (870941 ,,90,1109) ri.o., :Moo 0.0050 20.0r) 0.00 20.00 1119.00% 90.00 9.01) 90 90 1911.30),, Con lerenrcs .9). Training 12.375.00 26.72% 1990,99 823,1)(1 175.90 17,51110 5,123.00 3,30.6,0 1.818 35 35.4675 Cent -acne).* Si. rrainilig Ilienntr! 11.00 MVO% 0.00 (1.1)0 99(1 0,90'a 9,90 9.00 0.09 0.00,,, Tani' Fire 385,312.00 311.815)"1111„1511,47 20,697,08 6,653.39 24_3392 161,563.53 142,081,19 26,482.34 15.71% 2050- flre Rellel 01)c Siam Aid 37323.111 0,00% 900 il 9)) 0,99 9.90°, 0.00 0.011 0.90 0 00% 'Total Fire fleliar 37_123.00 0.119111, 0.00 980 0.09 0.111136 0,00 0M11 0.00 0,00% 119,03)1,5 Full Vc.0 201- IluIlding Insprrilon BUDGET 131.11)GE1 2015 500 .130. Month Sullrics 149,606.00 25,6150 11,508.15 PURA Com rth ution. 10,946.00 7.6A914 834,31 FICA 1O94rlF0101-1,, 9.27600 24.12% 713 54 RIMiczru Cuotributionk 2,169,00 24,13% 166 35 1-10,1101/Dcr001 Inc 'urine 28,486.011 27.3050 2.191.33 kJucmrlaylucnt flewlics 11.011 000% 0110 141'0[1cer Con9perucllum 1,1100.00 22014% 0 00 0119cc Supplies 2,100.00 6.81% 175,00 alcri Forms 700.110 16.5/0/0 0,00 Fncl. Oil ,6 Rout= 5.5101.01.1 4.47% 450.00 Fnrinering 9000.110 31.95% 750.011 fnupector Conk94c1 SerVICO 67,200.119 13,00% 5,000.00 191110cge 3,500401 3731./k 300.00 Inuirlurc 900011 20,001', 75.011 14,c79)0F.191000 ELIkup 2,300.011 9.94% 200.00 1.1ru70nn$ 3.50.00 0,01115 70.00 6.10cellalcous 651i.va 18.73% 65,00 Durs 5005cript50,i 700011 0,0650 60 00 Dtkoks 3.0110.110 23.95% 0.011 Now Truck 23.0110011 0.00% 1100 ConrcrCnces St 'Tr'.'. 2,775.01 16.581' 0.00 In‘rkectlum 323.558.00 2253°J. 25041^ EinergenCy 011110ktilliCatitilIS kThritract Sem7ce4 'Trout Ernerguncy C,0090)10i040i011s 2700 nlm41 (,:001col Printed F0mks Connal 5:cr.-ices 641.rellan0005 (101000141V Tula! Animul Como! Tntal Pll41Ii .5af1'r) 22,54 .18 7,0110.011 1 00 7,000.110 000% 0.00 MONTI] Ylk) AC'TU191, 00rialcu (.10 Vprianrc 1°,0 1.1137301/T AC ri r AL 6'0410.-.9 Si V01..094(r 0.) 1,10,011 11-10001 1\10nih \'TO 1")13 YTD lt 1.1 6_111 if, 5,174.59 41 90% 03.794 05 38,313.63 24,981.22 39.47% 475.02 359,29 43.1091.° .1,,05,69 237.350 1,715.19 37.387) 367.55 345.99 48.49', 3.924.49 2,237.79 1,686 7e. 43 94.% 3.5.00 81159 45.*°,, 917.05 523.33 194.31 42.977, 1.114 Orr 777.23 35.479', 13051.71 7.777011 4,37.1.77 35.470', 0.1111 19060.00% 0,00 [LIM 0.09 000°, 0.00 0.00 1.1.00,, 1000 00 2,201.30 0.201 "...IS) -120,14% 40.76 114.24 70.717, 375.00 142 95 752.0$ 33.66% 0 00 03013 0.005, 175.00 116111 58.91 33.60% 0.00 450410 10011014 2,25000 246.07 2,0113.93 69.06% 745,75 4,25 0.571. 3,750.00 2.375.77 570_314 23.31°, 2,43400 2,5195500 5111°, 19k101.10.1 12,094.24 0905,76 36.357; 3 t,(1.47 140.071 -20.16% 990.00 131290 (4)1.961 .45.98% 0.00 75.00 100.00% 37500 180.01 195,00 52.0001 AgIvIcl I pr.:011100k 0 Ilcd A.0-0 0,00 3013,00 10004r ; 935,00 228.68 596.32 75.297., 000 70.00 106.009., 350.00 89.98 201.02 74 29"O 2.5.00 3001) 54,55'0 375.00 171.76 153,34 55,723, 11,1111 60 00 u0,0050 ICU 110 385,00 (35.00) .28 130, 0,00 0.00 0.00% 1,00000 71849 1231.51 64.0816 Ilk% 0.00 0,11r 1% 7.00 0.00 000 0.00"n 0 f0,1 LYN WWI°, 71)11.1(1) 460m7 240.00 34 ', k 12,211207 10.267.01 45.53% 117,652.42 72,898.44 44,753.9/1 38.04% 0.00 1,7511,00 0.011 1,750.00 1101)04.5 0.00 0.00 00100 1,730.00 0.10 1,750.011 1000009 11.111) n.00% 17au u ou umo 0,110% 6000.00 45.4204 500 GO 500,00 0.00 ikur,1 300.00 69.3805, 6500 75 ofl 00,001 -15.33% 6,8110.00 .0.2450 56.5.110 575.00 (10.001 -1.77% 1.327,792.00 IL1650J 54,664,55 _38,1166.65 5417.911 30,10% 77107 0.011 0110 3,000, 3.50000 2,725.00 1225.010 ,9,0050 325.00 555.00 230 (30) -70 77)9 2,315.00 3,28000 455.001 .16,11% 311.690.95 242,38135 69,309.60 22.24% Ort,,L6 nrrr 430- PIUIL,IC Wo loos Full Year ❑UU35T 13U0Gr1 31011 . Public Wurks 2015 % 1o+Idle hlcnlh FT S;tlnnes 153,314,00 37,64% 11793,35 rr Salaries 23,460.00 2,63% 1.61/4.62 r E(W Conns1u010n5 11,113.011 38.94% 635.00 FICA eonrribu,isns 10,960.00 31.71°A, 843.03 NItslicarc Conlribullnns 2563.00 3112% 197,1.5 Iir,111'DenU1 tn0urancv 34,183,11u 46.64"l, 2,67946 Uucmplo nlen1 Uc1mh is 0.00 0.110% 0.00 Workcrs L''onlpcnca,ie, 6,000.00 228,79% 500.00 Office Suppl,cs 2,000,00 0,00% 165,00 Shop Mnloo,1ls 1,00.011 57.,430. 12.53111 Building Rcp.n r 0. 'plicc 510.00 17.3511 41U70 Shan Toms and Minor Equip 1,200_00 69,13 i 100.00 Fnyiorrring Service, 9,0(10,00 76,44% 754100 Ctm0.lcl Senmcs 4,000.00 19.19 % 0110 14....6111i 1,300.00 23,77° % 0 00 Mdcsec 0,00 0.96 d.(e) Insuw no.: 210110.110 78,74%, 0110 Elechlc Ulduy 26,000.110 511.35% 1,500.00 1166.1sr 2,4011,00 44,1199'" 20010) Fuel. n0. F791,ls (AI3, 'lrrl;l 47.0un.U0 24,91% 2,300.00 061,o44hk1ini Bldg 3,5110.00 77 5401, 300,00 R:p,n7M o'n1 MOT Bldg 500.00 11,007. 40,00 Reratr'M:rinl Equip ((sun 5,006,00 5.15% 400.00 0,11,16010n) I'm Is 7,5t10.00 11,00% 625,0) Uniforms 2,11011.1111 311.65% 16500 Mi,rcllmu;uu, 1,000,00 1331!, 100,00 Landwlp,ng M:dcnal 50(1.01) 0.00% 123,00 Dues 03 Subscrip00ns 200.00 0.00% (rn0 Cur, i''ccnccy & Twining 1,500,101 11,00°6 000 Clean up Days 5,000.181 0.00% 0011 TuIn1 06101c Works 380,195,00 411,44% 25,757.69 128.97 2 89900 5530 0.00 0,00 0.00 0,011 10,00 509.50 2674i 0.00 p,11n 0.00 1,534.62 216,6'7 2.294 `11 139 90 0.00 0.00 0.00 190.37 000 0,00 11,uo 0.011 non 10.000.81 SI0NT11 var.r..-IS) 1,10101) 2,432,47 L&)5 62 152.92 _291,73 rag IS (269.54 i 0.00 5110.00 165.0)) 1225.011 49.00 911.00 240,50 1262.43) 0.00 11.00 0.00 (31.621 (16.67) 205,01 160.10 40 000 4011.00 625.00 (2_5 37) 1100.011 125,00 n un 0 00 0.00 6,956.88 Varian, (3<t I3UFIGEI Ai rI Id1. Variance (51 1'1ll YTI) YlD (0.063.62 57,769.74 7,153,56 WI/ MO. 9923.35 618.081 9.307.33 17.029, 4,702,50 4,328 27 374.23 34.609% 4,636.93 3,420,93 1,215,99 34.581), 1,084.33 30(1.05 28.1,27 .10.2.51), 14,462.04 1594430 i1,482.461 n on", 9.un n on 0.0a 100.0,0/ 2,300.00 13,727,33 (11.227331 100.0000 575.9)1 0 00 625.00 WO 0225.00 767.16 (162.161 100.00°.i. 2011100 66 75 113.25 90.00'-, 500.00 129.57 (329.57) 32,079', 3,750,410 6.8797i (3.129.75) -100.009, 21)181.00 76776 1,23' 22 0.010n 325.110 309.06 15.94 0 00'; ; 0.00 0,110 0 (10 1100s, 10,000.00 15,748.00 .3252,00 -2,31 °,u I3,0 ),n0 14,09 7.04 (1,1197 0a ) -5,33°a 1,000,00 1077,31 (7731) 8 7)) ,20,I01110 10,435,79 9,511.30 51.37% 1400.1111 2,71J 74 (1,313.74) 100.010, 200.00 0,00 100.01) Inn fur„ 2,010u10 257 30 1.742.50 100.00°, ,1,173.00 2255.119 669,91 .14 00°-,. 6225,00 772.97 52,113 100 00'„ 300 00 133.33 166.67 1011,(41'., 125.00 0n6 125.00 n.ou 5.0.00 0.00 50.00 0.00% 375,00 0.00 375.00 0 00., 0,311 0.00 0.00 U;e o3awre hI' as i'r, p'enll eoa von' elasc Io 93,77° 790%, 26.22% (627..° _10 25^ 0.00°, .449.09°, Esper,:+c .pn<t.I q,0 In Ilse F+1dir« 13"., rnlc mcree.ac in a01 5 1011,00°;, 36.63% -65,919% -63 ,16" , 61.61°, it 1U°. 21.269% -7,71"a 47.56"4 .93 S 1^, I nu.00 67.13'5 27 6.3146 5.,1.56' ( 100.0(°:, 11p 1,00", 100 00', I1,14r, 27,111'/, 172,749,01 153,752.62 19.047.19 11.02% 3110-Swells Egs,pnlooi l'.u)s 3,000.00 34,I8"!, 250,00 1,02.5.36 (775.361 .310,15') I 51).00 1,025.38 224.52 17,977, Street 11aintenaacc Maluwls 211,0)10.110 13,41 0, 7.010) 041 325,45 1,674.55 53.73%b 7,000.00 2,062.1 I 4.317.5') 51.66"6 Scat Coatiny+C'rlck Filling 186,578,00 15,17%„ 1100 28,3341,00 126350.1111) .100 00°, 000 26 350.00 123.350,001-1110.007a Bnur, prolcn budgc1cd In luny Sign Rcpalr 61e0011,6) 2,51101111 0,00% )Iln.n,) 378,06 (78.091 .26.1/3% 1,000.00 173.09 621.91 62 19", Con r'cl Services 8,0110.00 9.9Z% :,n;01.n0 coo 2.000,00 II)0.09"-( 2.00000 713.51 1,2'36 46 64.32% 146pairdhl;l ion Equipment .1500,00 0A0%t 214l.u0 O4)9 281.00 100.000., 1350,Ou don 1,050.00 100.00 „ Tal al Slrectn 222,573.0U 1449% 4,760.00 30,078_92 (25,118.921-531.911)') 12,300,110 33,149,12 120,849.12) .169,51% Full "Vc3.444 I 43 IONTI41 rm 312.5 - leV .C.: Sono. 11,000 44I BUDGET BUDGET 3441'1411A1 V403344.4 IS) V30043,0 0,41 BUDGET ACTIIAL Variaor, 45) 1,441335344-0 (%) 301$ 443 lc dale 1 7,1Proh N toni), 01 r rrh 7,100111 YTI3 44-114/ V II) 3713 1.41414sc44341047 4513tenal 0.00 11410,110046 3 nil 21-1,110 12114.001 -I 00 .04323 1300 794.14 i 794.(-1) 4100.003, 53043'5,411 80‘000.00 39..66% 0.00 0.00 0.00 0.00% .15.000 Oil 23,724 41 21,275 59 47 43244403333 So -vice, 14,0140.011 0.00% 530 301 0.00 300,00 100 (1)4 23500330 0,041 1300.00 030,0103 Rep. 00131,034 0q3uprtren1 9,54111.00 9.5„72% 550.00 0.00 S50.00 (00)041 3,730.00 9.0445.342 15-293.021 - I -1 I .2;2°, Includes 547.200 In( snow 141,4334 111031e3 21410.31 Ice S Snow R .A1 nl 95,500.01/ 35,19741 1,351300 214310 1,156310 84,1505 51,150.00 33,51437 17,685_53 3451% 31611- Slrecl Lighting Street 141ing oinl Street Light Ina 3200 - Recycling leccyclu, 5330440, 0113ce11301004. TI/1111 32543 - Tree Progron C0440044 Sc3533404 1031343 Tree 14.33334033 2330110.00 33.06% 2350 310 1,375341 1,271 -1 I 5-31 Ir. 1 1.750 00 0,137.90 2,492.04 741 2 1°3 20,000m0 .3.1,400',1. 2,3511.011 1,078,59 1,271.41 54.10% 11,750.00 9.257.06 2,492.0-1 21.21% 3.3011350 0.110% 6,000.00 mu% 9.5110.00 UMW. 41.00 5411/.4)41 5011.011 0 110 0.00 14.00 6.11011.110 0,004433. 5310E0 03141 13,10111,00 04141% 500,00 0.110 111,11 Public Worlss 741,773,101 344 97% 5,217.69 0.00 30041(1 500.00 soomo 51111,00 0,001, 1011.01141 I 011.00V, 100.01M 100,01100 50,172.32 ( I -054.63) -42_46 °,5, 1.750,1111 2,4110501 4,2-50,00 2,5110.00 2.500.00 (1.00 1.75(300 100.41023 0 30 2,5011011 I kw 430., 0.110 4.2511.00 1110310% 0.044 U.00 254,1319.111 7.27,724,17 2,500.00 1010012, 2,500,00 100.011% 25,105,64 9,116% 0,3.041_3 DEPT 430 C1.11,1' 5200 - Parks 4, Recreation FI' 5i,rlaries T Salar;cs PERK ContnburionA F1CA Conlrillimons Medic,, HeolOu'D,,runl Insurance 1,1r,cmplrymer0 Dcncli1.5. Workers Conipen,..anuo Shop Maieriak Chem ,cals EtillIpment Pam. Duildtrw Rercur Landscaping Nlalenals Tcsok and 151intir !031+Z.1&C 1,11c‘.4ie 1,0605- Refuse Rcpai1,3518161 Bldg Rcildriklaio NOT rquip f3u1kling., Miscellaneous 'frnal Parks & Recreation & Telciphruic 1T-1136-kr-are IT-50,1re 1".56pp3,l53,031:35 rr+443311++103:+111/ INIEF C.0131133+;1231Cy Telephone Tu161 IT .3, Telephuric Grand Total oil Expense.; Solnotel Net Income OVA, Clipenses DEPT 460 COAIP Dcbd Set vice Int man Tronsfer 6;1 cos Proiccii (..S(r81g8) DEPT 491. °III FINANCING GRAND TOTAL FAY A1,1,DEPTS 3.798,134.00 iNcl Income oser 1+1,43C331-ti 1,11 Yea 1311.3NT 11 111,1DC,FJ 131/DGE1 ACTUAL Vari,,,wc (5) V111-1,11C, l'O/ 2015 r't, 1+1 date Nfor,111 61onp Moolli 77,047-00 74.00% 5.90023 11.034,75 5.066.82) 6,820,00 .55,6500 524.62 756,00 1231381 5,644-00 75,30% 434.15 777:14 (345.29) 5,249.00 69.5900 403,77 69839 (295,12/ 1.279MO 69.56% 94 46 163.44 (68 08) 19,9411.00 40.01% 1,531.05 1,450.00 03.65 0,110 11.1111% 0.00 0,00 0,110 -1,000.00 09,6200 0 00 9.00 0.)9) 5110-00 1311.16% 40.00 476.47 1436,971 750,00 0..101% 1,2 _,0 0 00 62 50 2,6n1000 59.6900 165.00 2.19.89 (54 89) .5.00.00 1,5,2600 40 Of/ 0,00 411,00 3,000,00 31,6200 550.00 685.45 (415.45) 0011,00 117.0934 83,00 607.97 (512.97) 0,110 u,00-,,, 0,50 n ,on ton 3,2111).on 95.o3% Loo o oo ihitil 8,51/0.1111 31,25% 600,90 310.15 53.85 2.5101.110 0,00% 208.33 11.00 20P,33 1,000,00 128.414/4 85,00 too 83.00 2,500.00 44.47% 225.00 4023,1 1177.83) 1300,011 14011% I 3.5.00 0.00 12.5.011 4,600.00 2934% 353.31 1,131.00 (76E.451 750.1111 24.67% 62.50 0,00 62.50 153,028.00 6,3„7117) 11,110.74 18,972.19 (7,661.72) 9,100,00 55.5300 0.110 1,199.01 11.160.011 16,000.60 26.2900 1,333,01) 0.00 1,333.09 36,0011.00 40.99% 3,0017310 3.951.43 46 515 7.8011.00 0,110% 0 00 0.00 0,119 110110.00 11.0113/, 16,000.00 1306 16,11161.06 24.660110 30.3900 2.055.60 1;199 ,11 558.59 109,5611.110 14,76',4; 22,388.00 5,616.84 16,771,16 3,3163.16.00 32,.0500 191,1011.9P 2,03.509-59 (12,128.6 I ) 452,118.00 4.18.11200 35,000.00 0.0050 247,110.00 0.00% 0.00 0.041 0,110% 0,00 200,0110.00 0.011% 9,96 27.98% 191,3110.9A 11,19) 0. 0% 75,898.73) (75.090.73) (13.266.70) ROO 0,00 42,631.95 0.00 9,09 0.00 0.90 0,00 0 00 0,00 203,5(939 112,1214.61) (13.266.701 42,631.95 iT1) BUDGET A CrUAL Varianyc 119319 Y TO 97 0 (1TO ,84.613., 32,935,27 57,666.36 124,731319) .44 I 091 2,005,30 .1.745.51) (9)0,121 .79,473, 2,:167,83 4,249.75 (1,861.901 -7,1.10% 2.220.73 3,652,5 (1,437.121 :13.039) 519 54 851.31 1334.7111 5.41% 4.436, 15 7,918.631 457.55 0.11m, 0,00 0.00 0.00 0.0035 4.00,00 3,5/4.75 415_25 .4 042:0% 2011 CO 65031 1450,811 i moo! 312 51) 0.1(1) 312,50 ,51.451, 825.00 1,172.63 043.851 I 00,110°O 2011.00 76.33 123.08 •166.1034 1.250.00 919,54 101.46 -613 36e4 4211.00 1270.82 030.821 0.0111. 0110 0,00 0.00 0.11115o 3.200 00 3,041 00 159,00 11117; 3,550.00 4,611.5.5 11,061,551 100 0001, 1,041.65 0.00 1,041.65 WO 09".. 420.011 1,2114.03 (864.07) ,,79.4.19,, i,u25,1:n 1,111.83 186.81/ IOU 009, 625.00 11,00 625.00 .3,00.47% 1,910.85 1.349.78 56n 57 100 01)'). 31250 10,00 127.50 417.7420 68.68131 97,480.62 1,211.802,40) Vari-oce 130 N'TD -75.093, PosiliPti 5‘,130111+1333 ncm. employ., al cr 14ic 1130,1? 0.111 -31,54% -77,979, 4,94 49`;, -64.42% 5.4r. 11) 11% -225.413 100,003o .7n^ co.8.4% 21.123, -2.02.5ro 0.0111;, -29.90% 100.011°,, Il)11.0201 29-5' a 411,073/, -41.94% "1170.011% 0,00 5.1157.90 (5.05 191{) -10'.1.06,11 Il81.01r.0 6,665,00 4,207.011 2.418 00 36.883, 1,62"; 15,000 00 14.757.10 142 90 1.62% 01105=5 1.939,90 1/.00 1.9511.00 100,1/00', 100111350 16.000470 0.191 19,0011.06 100.0I7°.13 27,1634 10.375.130 7.195111 2.779,70 27.05% 74.91°A 49,890.01.1 31,512.38 18377.62 36.047', -6.341', 1.1110.421.49 1,067,10/033 45,621,116 4.12% 56,17% (655,518.24) 1621,068.121 34,450.12 5,26% 0.00°, 0.00 11,00 31.00 0.011.,, 04101, 0110 9 00 0.00 0,16)1, 0.00% 13110 0,011 0.00 114141% 0 000% 1300 0.09 0.00 0.90% -6.14% 1,106,421.49 1,062.600.43 15,921.66 4.1250 59)17% 1655,518.241 031,063.124 34,4511.12 5.263/0 it Ir. crry LAKE EL\ 0 (INCH_ ( IMU ATIQN DATE: CONSENT ITEM AGENDA ITEM: New Single Family Home Permit Report SUBMITTED BY: Rick Chase, Building Official THROUGH: Rick Chase, Building Official REVIEWED BY: Kyle Klatt, Planning Director SUGGESTED ORDER OF BUSINESS: Introduction of Item .......... ............ ................ ...... ....... ....... City Administrator Report/Presentation.........„...........„........................City Administrator Questions from Council to Staff................ ...... ........... ..... .. ..... Mayor Facilitates Call for Motion . ..... ................... ...... ........................„...... Mayor & City Council Discussion................„................... ...... ............................ Mayor & City Council Action on Motion............................... ...... ................................Mayor Facilitates July 7, 2015 4 SUMMARY AND ACTION REQUESTED: As part of its Consent Agenda, the City Council is asked to accept the monthly new single family home permit report through May, 2015. No specific motion is needed as this is recommended as part of the Consent Agenda. LEGISLATIVE HISTORY/BACKGROUND INFORMATION: 2015 2014 2013 New Homes 39 9 12 Total valuation $13,383,505 $5,507,800 $5, 121, 742 Average home value 343,166 611,000 426,811 Total Valuation YTD 16,987,858 7,467,233 6,981,719 One new home rebuilt in 2015 due to fire. RECOMMENDATION: Based on the aforementioned, the staff recommends the City Council accept the May, 2015 monthly new home building permit report. -- page 1 -- 11 JE CITY )l K E ELM( DATE: CONSENT ITEM # ‘,4 July 7, 2015 AGENDA ITEM: Section 34 Pressure Reducing Valve Stations — Compensating Change Order No. 1 SUBMITTED BY: Chad Isakson, Project Engineer THROUGH: Dean A. Zuleger, City Administrator REVIEWED BY: Jack Griffin, City Engineer Cathy Bendel, Finance Director SUGGESTED ORDER OF BUSINESS if removed front the Consent Agetztla2: Questions from Council to Staff .............................. ..... .......... Mayor Facilitates Public Input, if Appropriate.......„.......................... ..... Mayor Facilitates Call for Motion ........................... ...... .............................. Mayor & City Council Discussion ..... Mayor & City Council Action on Mayor Facilitates POLICY RECOMMENDER: Engineering. FISCAL IMPACT: Decrease of $2,500.00 to the final construction contract amount. 5 This change order reconciles the estimated and actual quantities installed on the project and decreases the contract by $2,500.00. With this change order the final contract amount is $91,100.00. SUMMARY AND ACTION REQUESTED: The City Council is respectfully requested to consider approving, as part of the consent agenda, Compensating Change Order No. 1 for the Section 34 Pressure Reducing Valve Stations to reconcile the estimated and actual quantities installed on the project. If removed from the consent agenda, the recommended motion for the action is as follows: "Move to approve Compensating Change Order No. 1 for the Section 34 Pressure Reducing Valve Stations thereby decreasing the final contract amount by $2,500.00." -- page 1 -- City Council Meeting July 7, 2015 [Consent Agefula Pon 5 LEGISLATIVE HISTORY/BACKGROUND INFORMATION: Geislinger and Sons, Inc. was awarded a construction contract on October 21, 2014 to complete the Section 34 Pressure Reducing Valve Stations. The contractor has completed the work in accordance with the contract, plans and specifications; and with approval of this change order the contract amount will be adjusted to reflect quantities actually installed as part of the project. The overall decrease in the contract amount for this change order is $2,500.00 as detailed on the attached itemization. The Contractor was able to complete the improvements without the installation of the temporary bypass system resulting in a reduction in the final project cost. The final construction contract amount is $91,100.00, or 2.7% under the original construction contract award. RECOMMENDATION: Staff is recommending that the City Council consider, as part oldie Consent Agenda, approving Compensating Change Order No. 1 for the Section 34 Pressure Reducing Valve Stations thereby decreasing the final contract amount by $2,500.00. If removed from the consent agenda, the recommended motion for this action is as follows: Move to approve Compensating Change Order No. 1 for the Section 34 Pressure Reducing Valve Stations thereby decreasing the final contract amount by $2,,500.00." ATTACHMENT(S): 1 Compensating Change Order No. 1 -- page 2 -- CONTRACT CHANGE ORDER FORM CITY OF LAKE ELMO, MINNESOTA FOCUS ENGINEERING, inc. SECTION 34 PRESSURE REDUCING VALVE STATIONS PROJECT NO, 2013.126 COMPENSATING CHANGE ORDER NO. 1 DATE: June 22, 2015 TO: GEISLINGER AND SONS, INC. 511 CENTRAL AVE 5 P.O. BOX 437 WATKINS, MN 55389 This Document will become a supplement to the Contract and all provisions will apply hereto. The Contract Documents are modified es follows upon execution of this Change Order, CHANGE ORDER DESCRIPTION /JUSTIFICATION: Per the project Contract Documents the original contract amount and basis of award is established using the estimated quantities for each Item of work listed In the bid schedule and multiplying them by the Contractor's corresponding unit bid price. The Contractor Is pald for the actual final quantities installed on the project at the unit bid prices At the completion of the project, a compensating change order Is prepared to revise the estimated quantities for each work Item listed in the bid schedule to the actual quantities installed and the corresponding Contract Amount Is revised accordingly. This compensating change order reflects a net decrease to the contract amount by $2,500. The Contractor was able to complete the Improvements without the installation of the temporary bypass system resulting a reduction In the final project cost. Attachments (list documents supporting change): Itemization ITEM DESCRIPTION OF PAY ITEM "See attached itemization for Change Order Items UNIT CITY UNITE PRICE I C DECREASE) NET CONTRACT CHANGE ($2,500,00) ($7,500.00) Amount of Original Contract $ 93,600,00 Sum of Additions/Deductions approved to date (CO) $ 0.00 Contract Amount to date $ 93,600,00 I Amount of this Change Order (AQD) (DEDUCT) 44Q.ANG $ (2,500.00) Revised Contract Amount $ 91,100,00 The Contract Period for Completion will be (UNCHANGED) APPROVED BY ENGINEER: FOCUS Engineering, inc. C1.1 a) APPROVED BY CONTRACTOR ENGINEER BY 06/22/2015 DATEDATE APPROVED BY OWNER: CITY OF LAKE ELMO, MINNESOTA BY DATE BY DATE 0 days FOCUS Engineering, Inc. CHANGE ORDER FORM COMPENSATING CHANGE ORDER NO 1 SECTION 34 PRESSURE REDUCING VALVE STATIONS CITY OF LAKE ELMO, MINNESOTA PROJECT NO, 2013.126 F CUS ENGINEERING, inc. ITEM DESCRIP1 IQN UT PAY ITEM UNIT BASE BID • HUDSON BOULEVARD PRV STATION HUDSON BLVD PIN STATION 2 WATTERMAIN BYPASs • HuO5oN BUY() PRV STATON SUBTOTAL • BASE RID TOTALS - BASE CONTRACT LS CONTRACT QUANTITY UNIT POTCE AMOUNT 1 591,1B800 S41,10000 y 02,500 00 5.2500 00 S92,SCIO 00 $93,600.00 TOTAL TO DATE a:ALPE-NS/MING CITANGE ORDER NO, 1 QUANTITY AMOUNT NET CHANGE AMOUNT 151 591,10100 0 00 SUDO 091,100.00 $91.100.0o • 1.0 SO 00 -$2,500.00 52.5002,0 ,,$2,500,00 TOTALS - DIFFERENCE IN CONTRACT AND ACTUAL WORK COMPLETE $93.600.00 $91,100.00 -$2,500.00 TIIE CITY OF Lt\KEELMO Mv tv7 UNICA DATE: CONSENT ITEM # July 7, 2015 6 AGENDA ITEM: Section 34 Pressure Reducing Valve Stations — Pay Request No. 3 (Final) SUBMITTED BY: Chad Isakson, Project Engineer THROUGH: Dean A. Zuleger, City Administrator REVIEWED BY: Jack Griffin, City Engineer Cathy Bendel, Finance Director SUGGESTED ORDER OF BUSINESS (if removed from the Consent Agenda): Questions from Council to Staff Public Input, if Appropriate.... ...... ..........„.....„..„. Callfor Motion ............„........„............................. ..... Discussion................„............................... ..... ................. Action on ..... ............ ........ POLICY RECOMMENDER: Engineering. FISCAL IMPACT: None, Mayor Facilitates ......Mayor Facilitates Mayor & City Council Mayor & City Council ....... Mayor Facilitates Partial payment is proposed in accordance with the Contract for the project. Payment remains within the authorized scope and budget. SUMMARY AND ACTION REQUESTED: The City Council is respectfully requested to consider approving Pay Request No. 3 (Final) for the Section 34 Pressure Reducing Valve Stations project. If removed from the consent agenda, the recommended motion for the action is as follows: "Move to accept the improvements for the Section 34 Pressure Reducing Valve Stations and Pay Request No. 3 (Final) to Geislinger & Sons Inc. in the amount of S4,555.00." -- page 1 -- City Council Meeting July 7, 2015 [Consent Agencia Item 6/ LEGISLATIVEHISTORY/BACKGROUND INFORMATION: Geislinger & Sons Inc., the Contractor for the project, has completed the Section 34 Pressure Reducing Valve Stations in accordance with the construction contract awarded by the council on October 21, 2014 The Project Engineer has prepared a Certificate of Completion indicating that all work is completed including punchlist items and is recommending the acceptance of the improvements and release of final retainage. Project acceptance will initiate on July 7, 2015 and will extend through July 7, 2016. The final total construction costs for the project is $91,100.00 which is 2.7% under the original contract amount of $93,600.00. The reduced costs were related to allowing the water system to be shut down in lieu of requiring a temporary water by-pass. Total project costs also came in under budget at $112,000 versus an authorized budget of $122,600. The project was financed through the Section 34 Water & Sewer Utility Extension project fund which has been fully assessed against the benefitting properties. RECOMMENDATION: Staff is recommending that the City Council consider approving, as part (Ore Consent Agenda, Pay Request No. 3 (Final) for the Section 34 Pressure Reducing Valve Stations project. If removed from the consent agenda, the recommended motion for the action is as follows: "Move to accept the improvements for the Section 34 Pressure Reducing Valve Stations and approve Pay Request #3 (Final) to Geislinger & Sons Inc. in the amount of $4,555.00." ATTACHMENT(: 1. Certificate of Completion 2. Partial Pay Estimate No. 3(Final) -- page 2 -- CITY OF LAKE ELMO, MS; SECTION- 34 PRESSURE PROJECT NO. 2013.126 REDUCTION VALVE CERTIFICATE OF COMPLETION DATE. OF ISSUANCE: July 7. 2015 OWNER: CITY OF LAKE ELMO, MN CONTRACTOR: GEISLINGER AND SONS. INC. PROJECT NAME: SECTION 34 PRESSURE REDUCTION VALVE STATION PROJECT NO.: 2013.126 171 This Certification of Completion applies to all work under the Contract Documents ri This Certification of Completion applies to the following, specified parts of the Contract Documents I do hereby certify that the work to which this Certificate applies has been constructed in accordance with the Contract dated October 28, 2014. The above -mentioned improvement is hereby declared to be complete and acceptance of this work is recommended. DATE OF COMPLETION: July 7, 2015 Rev.„ 49028 FOCUS Engineering,, Inc. THE WARRANTY PERIOD BEGINS July 7, 20 I 5 AND ENDS July 7. 2016 PROJECT PAY FORM PARTIAL PAY ESTIMATE NO. 3 (FINAL) SECTION 34 PRESSURE REDUCING VALVE STATIONS PROJECT NO. 2013.126 PROJECT OWNER: CITY OF LAKE ELMO 3800 LAVERNE AVENUE NORTH LAKE ELMO, MN 55042 ATTN: JACK GRIFFIN, P.E., CITY ENGINEER No. CONTRACT CHANGE ORDER SUMMARY Approval Date 1 7/7/2015 TOTALS NET CHANGE START DATE: SUBSTANTIAL COMPLETION: FINAL COMPLETION: FOCUS ENGINEERING, inc. PERIOD OF ESTIMATE FROM 6/1/2015 TO 6/30/2015 CONTRACTOR: GEISLINGER AND SONS, INC. CENTRAL AVE 5 P.O. BOX 437 WATKINS, MN 55389 ATTN: JEFF GEISLINGER, PRESIDENT PAY ESTIMATE SUMMARY Amount 11. Original Contract Amount Additions Deductions 12. Net Change Order Sum $2,500.00 $0.00 ($2,500.00 11/24/2014 12/19/2014 5/22/2015 ..„ 3. Revised Contract (1+2) 4. *Work Completed 5. *Stored Materials 6. Subtotal (4+5) 7. Retainage* 0.0% 8. Previous Payments 2,500.00 9. Amount Due (6.7-8) * etalled Breakdown Attached CONTRACT TIME ORIGINAL DAYS REVISED DAYS REMAINING -39 ENGINEER'S CERTIFICATION: FOCUS Engineering, inc. The undersigned certifies that the work has been reviewed and to the best of their knowledge and belief, the quantities shown In this estimate are correct and the work has been performed in accordance ENGINEER with the contract documents, CONTRACTOR'S CERTIFICATION: The undersigned Contractor certifies that to the best of their knowledge, information and belief the work covered by this paymen estimate has been completed in accordance with the contract 06/22/2015 DATE CONTRACTOR Y documents, that at amounts have been paid by the contractor for work for which previous payment estimates was issued and payments AT received from the owner, and that current payment shown herein Is DE now due. APPROVED BY OWNER: CITY OF LAKE ELMO, MINNESOTA , BY BY DATE DATE . . „ e - 5 179 ON SCHEDULE 0 YES NO $93,600.00 -$2,500.00 $91,100.00 $91,100.00 $0.00 $91,100.00 $0.OQ $86,545.00 $4,555.00 PARTIAL PAY ESTIMATE NO. 3 (FINAL) SECTION 34 PRESSURE REDUCING VALVE STATIONS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2013.126 ITEM DESCRIPTION OT PAY ITEM BASE BID- HUDSON BOULEVARD PRV STATION CONTRACT UNIT QUANTITY UNIT PRICE AMOUNT QUANFITY HUDSON BLVO PRV STAIION LS 1 541,100.00 S81.100.00 003 2 INATERMAiN BYPASS - /IUDSON ERVO PRV S I ATION LS 1 52,500 OD 52.500,00 0.00 SUBTOTAL , RASE BID ”1,500.00 TOTALS - BASE CONTRACT $93,600.00 COMPENSATING CHANGE ORDER NO. 1 IC01-1 COMPENSATING CHANGE ORDER TOTALS -COMPENSATING CHANGE ORDER NO. 1 SZ,SM 00 -5121000 -$2,500.00 TOTALS -REVISED CONTRACT 501,100,00 FS CU ENGINEERING, inc. THIS PERI D AMOUNT 01033 00 SO 00 5233300 TOTAL TO DATE QUANTITY AMOUNT 1 00 $91400 011 0,00 $0.00 $91,100.00 $2,733.00 $91,100.00 sc) ao I saw Moo $0,00 52,733,00 $91,100=00 TI IE CITY 01' LAKE ELM AGENDA ITEM: SUBMITTED BY: THROUGH: REVIEWED BY: NC C DATE: CONSENT ITEM # Production Well No. 4 — Pay Request No. 9 Chad Isakson, Project Engineer Dean A. Zuleger, City Administrator Jack Griffin, City Engineer Cathy Bendel, Finance Director Mike Bouthilet, Public Works July 7, 2015 SUGGESTED ORDER OF BUSINESS (ifremoved from the Consent Agenda): Questions from Council to Staff ........ ...... ............................... Mayor Facilitates Public Input, if Appropriate...............,.............„.........Mayor Facilitates Call for Motion Mayor & City Council Discussion .......................... ...... Mayor & City Council Action on Motion................. ..... Mayor Facilitates POLICY RECOMMENDER: Engineering. FISCAL IMPACT: 7 None. Partial payment is proposed in accordance with the Contract for the project. Payment remains within authorized contract amount and approved change orders for the project. SUMMARY AND ACTION REQUESTED: The City Council is respectfully requested to consider approving Pay Request No. 9 for the Production Well No. 4 Improvements. If removed from the consent agenda, the recommended motion for the action is as follows: "Move to approve Pay Request No. 9 to Keys Well Drilling Company in the amount of $4,047.00 for the Production Well No. 4 Improvements." -- page City Council Meeting July 7, 2015 LEGISLATIVE HISTORY/BACKGROUND INFORMATION: [C'onsent Agendu hem 7] Keys Well Drilling Co., the Contractor for the project, has submitted Partial Pay Estimate No.9 in the amount of $4,047.00. The request has been reviewed and payment is recommended in the amount requested. In accordance with the contract documents, the City has retained 5% of the total work completed. The amount retained is $15,367.38. RECOMMENDATION: Staff is recommending that the City Council consider approving, as part of the Consent Agenda, Pay Request No. 9 in the amount of S4,047.00. if removed from the consent agenda, the recommended motion for the action is as follows: "Move to approve Pay Request No. 9 to Keys Well Drilling Company in the amount of $4,047.00 for the Production Well No. 4 Mzprovements." ATTACHMENT(S): . Partial Pay Estimate No, 9. -- page 2 -- / PROJECT PAY FORM PARTIAL PAY ESTIMATE NO. CHU�� n~�� ENGINEERING, inc. / PRODUCTION WELL NO. 4 PERIOD OFESTIMATE PROJECT NO. 2013125 FROM 8/29/2014 TO 6/29/2015 PROJECT OWNER: CITY OFLAKE EL&1O 3800LAVEeNE AVENUE NORTH LAKE [LPNO\ymNS5O42 4l7m:JACK GRIFFIN, P.E,CITY ENGINEER CONTRACTOR: KEYS WELL DRILLING CO. � zxssHOKxER ST ST.PAUL,NlN56116 CONTRACT CHANGE ORDER SUMMARY | PAY ESTIMATE SUMMARY No. Approval / Amount 'z.Original Contract Amount $304,800.00 Date | Additions Deductions | Z. Net Change Order Sum $0,00 l 11/19/2013 na oa ]. Revised Contract (1+l) $304,800.00 4.*Work Completed $307,347.S0 5. *Stored Materials $0.00 . 6.Subtotal (4+5) $307,347.50 / 7.Retaina8e* 5.0& $15,36738 8.Previous Payments $287,933l3 TOTALS $0\00 $0.00 9.Amount Due (lO) $4,047.00 NETCH4NGE $0.00 [��`��.`��'��`'''] ~oe��o�dp�nAovchcdCONTRACT TIME � START DATE: 7/8/2013 omG|mxL DAYS 158 owscHsouLc � SUBSTANTIAL COMPLETION: 11/2e/2013 REVISED DAYS 0 YES FINAL COMPLETION: 12/13/2013 REMAINING -563 NO ENGINEER'S CERTIFICATION: The undersigned ccrtific that the work has been reviewed and u,the best vftheir knowledge and belief, the quantities shown inthis estimate are correct and the work has been performed inaccordance with the contract documents. CONTRACTOR'S CERTIFICATION: The undersigned Contractor certifies that mthe best of their knowledge, information and belief the work covered bythis payment estimate has been completed /naccordance with the contract documents, that all amounts have been paid hvthe contractor for work for which previous payment estimates was issued and payments received from the owner, and that current payment shown herein |s now due. APPROVED BY OWNER: CITY OF LAKE ELMO, MINNESOTA FOCUS Engineering, inc M( 0\ CONTRACTOR . BY BY FOCUS Engineering, inc. PROJECT PAYMENT FORM PARTIAL PAY ESTIMATE NO. 9 PRODUCTION WELL NO. 4 CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2013.125 ITEM DESCRIPTION OF PAY ITEM UNIT QUANTITY 1 MOBILIZATION / SITE WORK LS 1 2 SILT FENCE LF 550 3 24-INCH STEEL CASING IF 95 4 24-INCH OPEN HOLE LF 110 5 18-INICH STEEL CASING LE 210 6 18-INCH OPEN HOLE IF 85 7 GROUT CY 50 8 EXPLOSIVES LB 400 9 REMOVAL OF ROCK CY 750 10 AIR SURGING MOBILIZATION L5 1 11 AIR suRGtNG EnvEiOpmENT HRS 125 12 TELEVISION SURVEY IS 1 13 TEST PUMP MOBILIZATION & INSTALL. LS 1 14 TEST PUMPING HRS 80 15 TEST PUMPING DISCHARGE PIPE IF 2,500 16 SAND CONTENT TESTS EA 5 17 CHEM. ANALYSIS & BACT, TEST LS 1 18 SOUNDS BARRIER CONSTRUCTION SF 1,600 19 GAMMA LOG EA 1 20 RESTORATION LS 1 71 WELL PUMP L5 1 CONTRACT UNIT PRICE 526,000.00 55.00 $200.00 5125,00 $80 00 560.00 5410.00 $28.00 570.00 54,500.00 5210.00 $1,400.00 $5,000,00 $140.00 55.50 550.00 $4,500.00 58.00 5800,00 $3,500.00 553,250.00 AMOUNT 526,000,00 $2,750,00 519,000.00 $13,750.00 $16,800.00 $5,100.00 $20,500.00 $11,200.00 552,500.00 54,500.00 $25,250.00 51,400.00 55,000.00 511,200.00 $13,750.00 $250,00 $4,500.00 $12,800.00 5800.00 $3,500,00 553,250.00 TOTALS - BASE CONTRACT $304,800.00 CHANGE ORDER NO. 1 C014 REVISE COMPLETION DATE LS 1.0 50.00 50.00 TOTALS - CHANGE ORDER NO. 1 $0.00 TOTALS - REVISED CONTRACT $304,800.00 THIS PERIOD QUANTITY 0,08 1.0 ENGINEERING, inc. TOTAL TO DATE AMOUNT QUANTITY AMOUNT 50,00 1.00 525,000.00 50.00 275,00 51,375.00 $0.00 89.00 $17,800,00 50.00 122.00 $15,250,00 50.00 211.00 516,880.00 50.00 81.00 54,860.00 $0 00 29.00 511,890.00 50.00 410.00 $11,480,00 $0.00 1071.00 574,970 00 50.00 2.00 59,000.00 50.00 111.50 $25,515.00 50,00 1.00 51,400.00 50,00 2,00 510,000.00 $0.00 63.50 $8,890.00 50.00 2425.00 513,337.50 $0.00 3.00 5150.00 50 Go 1.00 $4,500.00 50.00 $0.00 $0.00 1.00 5800.00 50.00 $0,00 54,260.00 1.00 553,250.00 $4,260.00 $307,347.50 50.00 $o.00 0.0 50.00 $o.00 $4,260.00 $307,347.50 11 IF. CITY or LAKE ELMO UNICATION DATE: CONSENT ITEM # AGENDA ITEM: Pumphouse No. 4 — Pay Request No. 8 (Final) SUBMITTED BY: Chad Isakson, Project Engineer THROUGH: Dean A. Zuleger, City Administrator REVIEWED BY: Jack Griffin, City Engineer Cathy Bendel, Finance Director. July 7, 2015 SUGGESTED ORDER OF BUSINESS (if removed from the Consent iteenda): Questions from Council to Staff ........ ............ ......................... Mayor Facilitates Public Input, if Appropriate__ ..... ..............................Mayor Facilitates Call for Motion Mayor & City Council Mayor & City Council Action on Motion__ ..... . ....... ........ Mayor Facilitates 8 POLICY RECOMMENDER: Engineering. FISCAL IMPACT: None. Final payment is proposed in accordance with the Contract for the project. Payment remains within authorized contract amount and approved change orders for the project. SUMMARY AND ACTION REQUESTED: The City Council is respectfully requested to consider, as part of the Consent Agenda, accepting the improvements and approving Pay Request No. 8 (Final) for the Pumphouse No. 4 Improvements. The work has been reviewed by the Engineer and is fully completed in accordance with the Contract, Plans and Specifications and Change Orders. If removed from the consent agenda, the recommended motion for the action is as follows: "Move to accept the improvementso the Pumphouse No. 4 Improvementsand approve Pay Request No. 8 (Final) to Total Mechanical Services, Inc. in the amount of $38,252.06." -- page 1 -- City Council Meeting ,July 7, 2015 LEGISLATIVE HISTORY/BACKGROUND INFORMATION: [Consent Agenda Item 8] Total Mechanical Services, Inc., the Contractor for the project, has completed the Pumphouse No. 4 Improvements in accordance with the construction contract awarded by the council on February 18, 2014. The Project Engineer has prepared a Certification of Completion indicating that all work is completed including all punchlist items and is recommending the acceptance of the improvements and release of the final retainage. Project acceptance will initiate the one-year warranty period for the improvements. The one-year warranty will begin on July 7, 2015 and will extend through July 7, 2016. The final total construction costs for the project is $765,041.25 which is 2.2% over the original contract amount of $748,640.00. However total project costs remained on budget at $977,400. Added construction costs were due primarily to the increased quantities for topsoil borrow and select granular borrow required for site work and site restoration. Topsoil was imported to the site due to the lack of existing topsoil that could be salvaged on site. Additional select granular borrow material was imported to make soil corrections under the footing of the building. Soil corrections were needed to replace unforeseen poor soils. The project is being partially funded through the MN -DEED water system grant. A breakdown or the project costs compared with the previously approved budget is shown below. Total Project Costs: Funding Source: DEED I.Vater Agreement Funds: Water Enterprise Funds: Post Construction Costs Authorized Project Budget Costs $977,400 $977,400 $263,516 $713,884 $260,000 $717,400 Release of final payment is contingent upon the Contractor submitting final lien waivers. RECOMMENDATION: Staff is recommending that the City Council consider, as part of the Consent Agenda, accepting the improvements for the Pumphouse No. 4 Improvements and approving Pay Request No. 8 (Final) in the amount of $38,252.06. If removed from the consent agenda, the recommended motion for the action is as follows: "Move to accept the improveinentsfor the Pumphouse No. 4 Improvements and approve Pay Request No. 8 (Final) to Total .11, echanical Services, inc. in the amount of $38,252.06." ATTACHMENT(S): 1. Certificate of Completion. 2. Partial Pay Estimate No. 8 (Final). CITY UV LAKE. ELMO, MN PUMPHOLISE NO, 4 PROJECT NO. 2013.132 IMPRO \'EMEN1S CERTIFICATE OF COMPLETION DATE OF ISSUANCE: JULY 7, 2015 OWNER: CITY OF LAKE ELMO, MN CONTRACTOR: TOTAL MECHANICAL SERVICES, INC. PROJECT NAME: PUMPHOUSE NO. 4 IMPROVEMENTS PROJECT NO,: 2011E32 This Certification of Completion applies to all work under the Contract Documents fl This Certification of Completion applies to the following specified parts of the Contract Documents I do hereby certify that the work to which this Certificate applies has been constructed in accordance with the Contract dated FEBRUARY 18, 2014. The above -mentioned improvement is hereby declared to be complete and acceptance of this work is recommended. DATE OF COMPLETION: JULY 7, 2015 Chad Isakson Reg. No. 49028 r FOCUS Engineering, Inc. THE WARRANTY PERIOD BEGINS JULY 7, 2015 AND ENDS JULY 7, 2016 PROJECT PAY FORM � PARTIAL PAY ESTIMATE NO. 8/FinaU PUm1pHOUSENO, 4 PROJECT NO. ZO13.132 PROJECT OWNER: CITY OFLAKE EUmO 38OULAV[RNEAVENUE NORTH LAKE EUNO,N1NS504% AJTN: JACK GRIFFIN, P.E.'CITY ENGINEER No� CONTRACT CHANGE ORDER SUMMARY Approval | Amount Date I Additions Deductions I I1/18/2014 $9'60475 Z 2/3/2015 $6,796.50 TOTALS � NET[HAmGE START DATE: SUBSTANTIAL COMPLETION: FINAL COMPLETION: ENGINEERING, inc. PERIOD DFESTIMATE FROM 1/23/2015 TO 5/27/2015 CONTRACTOR: TOTAL MECHANICAL SERVICES, INC. 420BRO4 WAYAVE ST.PAVLPARK, MIN 56V71 4TTN:MARK D|ES3N[R PAY ESTIMATE SUMMARY l.Original Contract Amount Z�Net Change Order Sum 3.Revised Contract (l+2) 4. *Work Completed 5. *Stared Materials 6. Subtotal (4+S) 7.oetainage~ 010% D.Previous Payments $16,401.25 $0.00 9. Amount Due (6-7-8) $16'40I25 °Dew8cdB,nkvbwm4ttochcd CONTRACT TIME ORIGINAL DAYS I14 REVISED DAYS u nFxx4|m|w6 '159 ENGINEER'S CERTIFICATION: The undersigned certifies that the work has been reviewed and mthe best o*their knowledge and belief, the quantities shown inthis estimate are correct and the work has been performed Ioaccordance with the contract documents. CONTRACTOR'S CERTIFICATION: The undersigned Contractor certifies that to the best of their knowledge, information and belief the work covered bythis payment estimate has been completed inaccordance with the contract BY documents, that all amounts have been paid hythe contractor for work for which previous payment estimates was issued and payments o«rc received from the owner, and that current payment shown herein i, now due. FOCUS Engineering, inc. »U' JI\ APPROVED BY OWNER: CITY OF LAKE ELMO, MINNESOTA BY DATE ' FOCUS Engineering, inc. ~' CONTRACTOR BY $74D,64OI0 $l6'4Ol25 $7§S,04l25 $765,041.25 $OIN $765,041.25 $Om $726,789.19 PROJECT PAYMENT FORM PARTIAL PAY ESTIMATE NO, 8 (FINAL) PUMPHOUSE NO. 4 ENGINEERING, inc. CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2013.132 CONTRACT THIS PERIOD TOTAL TO DATE ITEM DESCRIPTION OF PAY ITEM UNIT QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 1 Div 1 - GENERAL CONDITIONS 1,5 560,000.00 560000.00 50 00 1.00 560,00000 2 DIV I - MOBIUZA DON LS 510,00000 510,00000 50.00 1.00 S10,000,00 1 Oiv 2 -SITE weRK i S 1 545,000.00 545,000.00 50.00 1 00 545,900,00 4 ON 3 - CcINCRETE 15 1 $30000.00 $30000.00 5000 1 09 530,00000 5 DIV 4 - mASONRY LS 1 559,000.00 559,000.00 SO 00 1 00 559,00000 (", Div 5 - METALS L5 1 $3,000 00 51,000.00 50.00 1 OD 53,000.00 7 Div 6 - CAREEN Eliy LS 1 519.00000 519,000 Oo $0,00 1.00 5E9,00000 8 Div 7 • THERMAL PROTECT -ION LS 1 510,04040 513,000.00 00.00 Loa 513,00000 9 Div 8 • DOORS AND WINDOWS LS I S17,000.00 512,000.00 50.00 1.00 512,000.00 10 Oiv 9 • FINISHES L5 1 S10,000,00 510,000.00 50.00 1.00 510,000.00 I I DIV 10- SAFE'TY AND SIGNS LS 1 55,00000 $5,000.00 5000 1.00 55,00.00 12 DiV It • PROCESS EQUIPMENT Ls t 560,00000 560,000.00 50.00 1.00 $60,000.00 13 DIV 15- MECHANICAL LS 1. 5137,900 00 5132,00000 50.00 1.00 5137,900.00 14 Oiv 16- ELECTRICAL LS I 5243,00000 5243,000.00 50 00 1.00 52+43,000.01 IS COMMDII EXCAVATION in CT 350 $11.00 53,850.00 50.00 35000 $3,850 00 16 TYPE 50 12.5 BITUMINOUS WEARING COURSE MIXTURE 12,R1 TN 130 $108,00 514,040.00 50.00 114 0 512,313.00 17 BITUMINOUS MATERIAL FDR TACK COAT GAL 35 56 OD 5110.06 50.00 35.0 5210,00 18 AGGREGA cE BASE ClAsS 5, 100% CRUSHED TN +90 $20.00 53,800.00 50.00 237.0 54,740,00 19 SELECT GRANULAR BORROW (MODIRE DI TN 380 $13.50 5E+,130,00 _ 50.00 637.0 58,599 SO 70 5" cOnicRETE SIDEWALK 5F 23S 55.00 51,175.00 5000 235 0 $1.175.00 21 TRuNLELIED DOME PANELS ST 8 540.00 S320.00 50.00 8 0 $320.09 21 TOPSOIL BORROW iCL9 cY IS 565,00 5975.00 $000 726.0 51+1,690 00 23 TEMPORARY ROCK CONsTRUCTION ENTRANCE FA 1 51,000.30 $1,900.00 _ 50.00 1.0 51.,000 00 34 sill FENCE, MACHINE SLICED LT 400 $3,00 51,200.00 50.00 400 0 51,200.00 25 STREET SWEEPER HR 4 5110.00 5440,00 50,05 4.0 5,140.00 26 SOU sv 2,400 54.00 59,600.00 50.00 50.011 TOTALS- BASE CONTRACT $748,64000 $0.00 $755,436.50 CHANGE ORDER NO. 1 01-1 HYOROSEEDiNG SY 2,945 51.90 55,590.50 50.00 2945.00 55,595 50 C01-2 GRADING FOR 50ii_ CORREC7ON HR 14.5 5276,50 54,009.25 50.00 14.50 $4,009.25 TOTALS -CHANGE ORDER NO. 1 $9,604.75 $0,00 59,604,75 COMPENSATING CHANGE ORDER NO. 2 1302.1 COMPENSATING CHANGE ORDER Ls 1 56 796 .50 56,796 50 SO 00 TOTALS -COMPENSATING CHANGE ORDER NO. 2 $6,796.50 $0,00 TOTALS -REVISED CONTRACT $0.00 1 Sox° $765,041.25 50.00 5765,041,25 THE CITY OF LAKE ELN 0 -`0 DATE: CONSENT ITEM # UNIC/1 July 7, 2015 AGENDA ITEM: Ownership & Maintenance Agreement — 11732 58'1' Street N SUBMITTED BY: Joan Ziertrnan, Planning Program Assistant THROUGH: Dean Zuleger, City Administrator REVIEWED BY: Rick Chase, Building Official Adam Bell, City Clerk 10 SUGGESTED ORDER OF BUSINESS(if removed from consent agenda): Introductionof Item ..................................... ...... ............................... ..... __Staff Report/Presentation..... „.......................... ..... ........ ..........Staff Questions from Council to Staff._ .... . ..... ................................ Mayor Facilitates Call for Motion ..............„......„„„................................... Mayor & City Council Discussion.... ..... ........................ ......... ..... .................„.. Mayor & City Council Action on Motion.......... ....... .................................... ....... ........ Mayor Facilitates POLICY RECCOMENDER: Staff recommends that the City Council approve the Ownership & Maintenance agreement for Andrew & Autumn Schinka at 11732 58'11 Street N as part of tonight's consent agenda. FISCAL IMPACT: None SUMMARY AND ACTIONREOUESTED; The City Council is respectfully requested to authorize as part of tonight's consent agenda, the execution of an Ownership & Maintenance agreement. The City has received a request to install a Private Drain Tile System within a drainage and utility easement area at 11-732 58'1' Street from Andrew & Autumn Schinka. Approval of the requested improvement within the City's drainage and utility easements, along with the Ownership and Maintenance agreement would allow the property owners to construct the requested improvement within the City's drainage and utility easements located on their private property. Staff is recommending that the City Council approve the Ownership and Alaintenance agreement as part of the Consent Agenda. If the City Council removes the item from the Consent Agenda, the recommended action can be completed through the following motion: -- page 1 -- City Council Meeting [Consent Agenda Iron 1(11 July 7. 2015 "Move to approve the Ownership & Maintenance agreement for Andrew & .4utuntn Schinka, 11732 58" Street N to install a Private Drain Tile System within the City's drainage and utility easement." LEGISLATIVE HISTORY: The City holds easements of different sizes and for different purposes on many residential and conunercial properties throughout the City. When a resident is interested in putting a structure within an easement, the city has requested the property owner provide a site plan showing where the improvement is proposed to be located, a detail of what the improvement will look like and how it will function. After that information is received, staff reviews the proposed improvement and the use of the easement to determine if the proposed improvement will impede the functionality of the easement. If staff determines that the improvement will not negatively impact the functionality of the easement, approval will be given and an Ownership and Maintenance Agreement is needed before the work may commence. The Ownership and Maintenance Agreement that has been submitted for Council consideration is for a Private Drain Tile System and has been reviewed by planning & Engineering staff The proposed Private Drain Tile System meets all city code requirements and Staff would have otherwise authorized construction of the Private Drain Tile System if it did not encroach into a drainage and utility easement. BACKGROUND INFORMATION (SWOT); Strengths: The Ownership and Maintenance agreement is a legal document that has been signed by all property owners seeking to install improvements within an easement. The document, among other things, indemnifies the city from responsibility if damage occurs to the improvement or if it needs to be removed at some point in the future. Weaknesses: None Opportunities: None Threats: None RECOMMENDATION: Based on the ribrementioncd, Staff is recommending that the City Council approve the easement encroachment agreement as part of the Consent Agenda. If the City Council removes the item from the Consent Agenda, the recommended action can be completed through the following motion: "Move to approve the Ownership & Maintenance agreement for Andrew & Autumn Schinka to install a Private Drain Tile System within the City's drainage and utility easement." -- page 2 -- TI IE l'Y LAKE ELIV 0 L. A DATE: CONSENT LTE[1 # AGENDA ITEM: Easement Encroachment Agreement — 528 Juniper Court N SUBMITTED BY: Joan Ziertman, Planning Program Assistant THROUGH: Dean Zuleger, City Administrator REVIEWED BY: Rick Chase, Building Official Adam Bell, City Clerk CAT ON July 7, 2015 SUGGESTED ORDER OF BUSINESS(if removed from consent agenda): Introductionof Item ......................... ........ ......................„„...............„.........Staff Report/Presentation......................„..................................... ......... .....Staff Questions from Council to Staff Mayor Facilitates Call for Motion ...... Mayor & City Council Discussion .................. ...... ...................... ..... Mayor & City Council Action on Motion... ..... ................................. ........ ................... Mayor Facilitates 11 POLICY RECCOMENDER: Staff recommends that the City Council approve the encroachment agreement for Paul & Katie Ristvedt at 528 Juniper Court N as part of tonight's consent agenda. FISCAL IMPACT: None SUMMARY AND ACTION REQUESTED; The City Council is respectfully requested to authorize as part of tonight's consent agenda, the execution of an easement encroaclunent agreement. The City has received a request to install a fence within a drainage and utility easement area at 528 Juniper Court N from Paul & Katie Ristvedt. Approval of the requested improvement within the City's drainage and utility easements would allow the property owners to construct the requested improvement within the City's drainage and utility easements located on their private property. Stall is recommending that the City Council approve the easement encroachment agreement as part of the Consent Agenda. the City Council removes the item .from the Consent Agenda, the recommended action can be completed through thelbllowing tnotion: -- page 1 -- City Council Meeting [Consent .4gencla Item I I] July 7, 201.5 "Move to approve the easement encroachment agreement for Paul & Katie Ristvedt, 528 Juniper Court N to install a fence within the City's drainage and utility easement. LEGISLATIVE HISTORY: The City holds easements of different sizes and for different purposes on many residential and commercial properties throughout the City. When a resident is interested in putting a structure within an easement, the city has requested the property owner provide a site plan showing where the improvement is proposed to be located, a detail of what the improvement will look like and how it will function. After that information is received, staff reviews the proposed improvement and the use of the easement to determine if the proposed improvement will impede the functionality of the easement. If staff determines that the improvement will not negatively impact the functionality of the easement, an approved building permit showing the requested work and an Easement Encroachment Agreement is needed before the work may cotnmence. The Easement Encroachment Agreement that has been submitted for Council consideration is for a fence and has been reviewed by planning staff. The proposed fence meets all city code requirements and Staff would have otherwise authorized construction of the fence if it did not encroach into a drainage and utility easement. BACKGROUND INFORMATION (SWOT): Strengths: The easement encroachment agreement is a legal document that has been signed by all property owners seeking to install improvements within an easement. The document, among other things, indemnifies the city from responsibility if damage occurs to the improvement or if it needs to be removed at some point in the future. Weaknesses: None Opportunities: None Threats: None RECOMMENDATION: Based on the aforementioned, Staff is recommending that the City Council approve the easement encroachment agreement as part of the Consent Agenda, the City Council removes the item from the Consent Agenda, the recommended action can be completed through the .follovving motion: "Move to approve the easement encroachment agreement for Paul & Katie Ristvedt to install a fence within the City's drainage and utility easement." TI iE crn- (JI AGENDA ITEM: SUBMITTED BY: THROUGH: REVIEWED BY: Eagle Point Boulevard Street and Award Contract Ryan Stempski, Project Engineer OM' 4U-, DATE: REGULAR ITEM # : A noN July 7, 2015 12 Utility Improvements — Accept Bids and Dean A. Zuleger, City Administrator Jack Griffin, City Engineer Cathy Bendel, Finance Director Mike Bouthilet, Public Works SUGGESTED ORDER OF BUSINESS: Introduction of Item Report/Presentation ...... Questions from Council to Staff Public Input, if Appropriate..... Call for Motion ....... ...... ............ Discussion ..... ......... ............. Action on Motion City Engineer ......City Engineer ..... ................................... Mayor Facilitates ...Mayor Facilitates Mayor & City Council Mayor & City Council ........ •.. Mayor Facilitates POLICY RECOMMENDER: Engineering. FISCAL IMPACT: $1,249,494.09, Approval of this resolution commits the council to entering into a construction contract for the project with a construction contract amount of $1,249,494.09. In accordance with the City's Special Assessment Policy this improvement will be 100% assessed by the abutting commercial properties. However, the post bid project costs now exceed the preliminary assessment amounts by $61,600. -- page 1 -- City Council Meeting July 7, 2015 SUMMARY AND ACTION REQUESTED: [Regular Agenda Item 12] The City Council is respectfully requested to consider accepting contractor bids as presented and award a contract for the Eagle Point Boulevard Street and Utility Improvements. The recommended motion for this action is as follows: "Move to approve Resolution No. 2015-55, Accepting Bids and Awarding a Contract to Miller Excavating, Inc. in the amount of $1,249,04.09 for the Eagle Point Boulevard Street and Utility Improvements." LEGISLATIVE HISTORY/BACKGROUND INFORMATION: Bids were received, publicly opened, and read aloud on Tuesday, June 30, 2015. The City's design consultant has prepared and attached the Tabulation of Bids and a letter of recommendation for the award of the contract. The City received seven bids for this project, with Miller Excavating, Inc. providing the lowest bid in the amount of $1,249,494.09. The feasibility report construction cost estimate was $938,000 for the street and stone sewer and $79,000 for the sanitary sewer construction for a total construction estimate of $1,017,000. The watermain construction costs were not included in the feasibility report, but would be paid from the water enterprise fund to extend trunk watennain to the north side of Eagle Point Boulevard as part of this project. After deducting the watemiain project costs (enterprise fund), deducting the sanitary sewer project costs (to be paid in full by the Inwood development), reducing the project contingency from 10% to 2.5%, and applying the job to date engineering cost savings, the project job to completion overage is estimated at 561,600. Because the street and storm sewer costs were 100% assessed and the preliminary assessment amounts have been determined, the overage amount of $61,600 will need to be funded by the City for the project to move forward. The City Engineer will present the cost details at the council meeting and will identify potential value engineering opportunities that may be pursued should the project be approved for construction. The City Council approved the Plans and Specifications for the Eagle Point Boulevard Street and Utility Improvements on June 2, 2015, and authorized staffto advertise the Project for bids. The Project was advertised on QuestCDN.com and in the Oakdale -Lake Elmo Review in accordance with the Minnesota Competitive Bidding requirements. The improvements include: Reconstruction of Eagle Point Boulevard from CSAH 13 to Hudson Boulevard. Placement of granular drainage subbase with draintile to address frost heaving actions from underlying soils. Extension storm sewer system and additional catch basins to improve surface drainage. Extension of sanitary sewer to provide service to the Inwood Development. Extension of waterinain to provide a connection point for future trunk watermain along Inwood Avenue, page 2 -- City Council Meeting July 7, 2015 RECOMMENDATION: [Regular Agenda Item 121 Staff is recommending that the City Council approve Resolution No. 2015-55, thereby accepting bids and awarding a contract to Miller Excavating, Inc., in the amount of $1,249,494.09, for the Eagle Point Boulevard Street and Utility Improvements. The recommended motion for this action is as follows: "Move to approve Resolution No. 2015-55, Accepting Bids and Awarding a Contract to Miller Excavating, Inc. in the amount of $1,20,494.09 for the Eagle Point Boulevard Street and Utility Miprovements." ATTACHN1ENT(S): 1. Resolution No. 2015-55 Accepting Bids and Awarding a Contract. 2. Tabulation of Bids and Engineer's Letter of Award Recommendation. 3. Project Schedule. -- page 3 -- CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2015-55 A RESOLUTION ACCEPTING BIDS AND AWARDING A CONTRACT FOR THE EAGLE POINT BOULEVARD STREET AND UTILITY IMPROVEMENTS WHEREAS, pursuant to an advertisement for bids for the Eagle Point Boulevard Street and Utility Improvements, bids were received, opened, and tabulated according to law, and bids were received complying with the advertisement; and WHEREAS, bids were tabulated, checked and summarized to verify that all requirements of the submittals were met; and WHEREAS, the project engineer reviewed the bids and has provided a letter recommending the award of the contract to the lowest responsible bidder, Miller Excavating, Inc., in the amount of $1,249,494.09. NOW, THEREFORE, IT IS HEREBY RESOLVED, That the Mayor and City Clerk are hereby authorized and directed to enter into a Contract in the accordance with the above ordered Project, in the amount of the Contractor's lowest responsible Adjusted Total Base Bid, and according to the plans and specifications thereof approved by the City Council. 2. The Finance Director is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next two lowest bidders shall be retained until a contract has been signed. ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE SEVENTH DAY OF JULY, 2015. CITY OF LAKE ELMO By: Mike Pearson Mayor (Seal) ATTEST: Beckie Gumatz Deputy Clerk Resolution No. 2015-55 T 444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292,4400 tkda.com July 1, 2015 Ryan Stempski Focus Engineering for City of Lake Elmo Re: Eagle Point Boulevard Street and Utility Improvements Lake Elmo, Minnesota TKDA Project No. 15815.000 Dear Mr Stempski: On June 30, 2015, bids were received for the above referenced project. We have tabulated the bids with the following results: BIDDER Miller Excavation A-1 Excavating Ryan Contracting Minger Construction Dresel Contracting Northdale Construction Park Construction Engineers Estimate RECOMMENDATION TOTAL BID AMOUNT $1,249,494,09 $1,355,027.30 $1,414,076.75 $1,481,053.40 $1,491,792.04 $1,733,869.99 $1,889,083.70 $1,105,862.55 We recommend that you award the Contract to the lowest bidder, Miller Excavating. A complete tabulation of all bids is attached, Please do not hesitate to call me with any questions or comments you may have. Sincerely, Eric E Klingbeil, PE for Ron Quanbeck, PE Enclosure An employee owned company promoting affirmative action and equal opportunity TABULATION OF BIDS EAGLE POINT BLVD STREET AND UTILITY IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA TK DA PROJECT NO 15015.000 TKDA SIDS OPENED: JUNE 3C, 2015, AT 2.00 PM 'DENOTES ERROR IN BIDDERS CALCULATION ITEM NO DESCRIPTION GENERAL 1 !MOBILIZATION 2 'TRAFFIC CONTROL 3 SILT FENCE 4 INLET PROTECTION 5 TEMPORARY ROCK CONSTRUCTION ENTRANCE 6 'STREET SWEEPING 7 16' TOPSOIL AND SOD 8 )HYDRAULIC MULCH ITEMPORARY) ISuBTOTAL DIVISION 1 1SANIT ARY SEWER I CONNECT TO EXISTING SANITARY SEWER MANHOLE 2 SANITARY SEWER PiPE - 8' 3 (SANITARY SEWER MANHOLE : TYPE 301 1 !EXCESS MANHOLE DEPTH QUANTITY ((NIT LS LS' 3100 LF 17 EA 2 EA ENGINEER'S ESTIMATE MILLER A- i EXCAVATING UNIT TOTAL UNIT TOTAL UNIT TOTAL PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 5 50,000.06 $ 60.000.00 3 29,900.00 1 5 29,900.00 , )5 40,750 00 9 40,750.00 5 12,500 00 $ 12,500,00 5 6,650 00 1 5 6,850 00 I 5 5,860oo $ 5,600m6 $ 2.50 5 7.750.00 5 2 00 . 5 5,20000 5 .90 $ 5,890.00 5 160.00 S. 2.7211 00 5 200.001 $ 3,46000 5 120.00 $ 2,040.00 5 1,000 00 S 2.000.00 $ 1,000,00 $ 2000,00 $ 450.00 5 900 00 1TR $ 75.00 15 1,500 00 $ 100.00 5 2 000 013 $ 160 00 $ 3,204.00 5145 _ SY 5 4.50 5 23,152.50 $ 10.50 5 54,022.50 5 6.60 $ 33,957.00 , 2575 SY 3 0 95 5 2,416.25 $ 1.15 9 2.961.25) ' $ 0 80 5 2_06000, 5 107.333.75 ' 5 102.59700 2 EA 5 2,50000 $ 5,000,00 5 2,000.00 5 6600..00 5 1,300,00 $ 2.60000 764 0E- 9 32 00 5 24,448.00 5 33.60 $ 25,67040 5 43.00 6 32,652.00 3 EA 3 5,000.00 $ 15.000 00 5 3,400.00 $ 10,200 00 5 3 278 00 5 9034,00 12 LF $ 500.00 $ 5,000,00 5 240.00 5 2,060 00 $ 150.001 $ 1,600 00 1 5 !REMOVAL OF:UNSTABLE FOUNDATION MATERIAL I 1200 GO 5 12.50 $ 525.00 i S 52 00 $ 2,184.00 5 15.03 1 $ 630.00 1 6 STABILIZING AGGREGATE eoRnow 42.00 CO , $ 25,00 $ 1.050.00 I $ 68.00 .5 2,056.00 $ 39 00 $ 1,638.00 7 :TELEVISING 764 LF ) 5 3.00 3 2,292.00 ) ! $ 3.50 5 2,674.00 I 5 1.50 5 1,146,00 :SUBTOTAL DIVISION 2 ; 1 I 1 $ 52,064.59 5 50,500.00 ,WATERMAIN 1 CONNECT TO EXISTING WATERMAN : 1 EA $ 1,250.00 I $ 1,230.00 2,650.00 5 2,650.00 $ 2,382 00 5 2,362,00 2 6' GATE VALVE & BOX I EA $ 1 ,7513„eg 5 1,750.0{) 5 1,990.00 5 1,99000 5 1.376.00 : 5 1,370 00 3 12' GATE VALVE 2 EA $ 3.000.00 $ 6,000 00 5 4,770.00 5 9,540.00 )5 3,095 00 ! $ 6,192 OD 4 16' BUTTERFLY VALVE & BOX EA 5 3,500.00 $ 3,500.013 3 4,99000 $ 4,990.00 5 2,958 00 1 5 2658 00 5 HYDRANT F 1 , EA $ 3.258.00 5 3,250.00 5 4,560.00 5 4,560 00 5 4,434.00 I 5 4,434.00 6 16" DIP GL. 52 WATERMAIN 1 209 : LF 3 87.50 5 18,287,50 $ 108.00 5 22.572.00 5 89,00 3 16601 00 7 REMOVE- AND REPLACE VALVE BOX 2 EA $ 1,500.00 5 3.000,00 5 985.00 3 1,970 00 5 665.00 $ 1.33000 8 16X45" BEND MJ DUCTILE IRON COMPACT FITTING 1 EA 5 1,550.00 $ 1,550.00 5 1,560.00 $ 1,560.00 $ 1.241,00 5 1,241, 9 1606' TEE MJ DUCTILE IRON COMPACT FITTING 1 EA 0 2,750 00 I $ 2.750.00 S 2,190.00 $ 2,190.00 $ 1.883.00 5 1.8831.0 10 16X12" REDUCER MJ DUCTILE IRON COMPACT FITTING 2 EA 9 750.00 1 $ 1,500,00 $ 1,380.00 5 2,760.00 $ 925,00 $ 1,870 00 11 X6" 850.00 1 $ 850,00 . $ 1,270.00 5 1,27000 5 902.00 $ 902,00 16REDUCER MJ DUCTILE IRON COMPACT FITTING 1 EA S 12 4° POLYSTYRENE INSULATION 33 $F $ 6.00 : $ 192.00 ( 5 1000 5 320.00 , .5 600 5 192.00 SUBTOTAL 03906I0N 3 1,) 5 55.372 00 5 43,255.00 STORM SEWER 30 REMOVE EXISTING STORM SEWER STRUCTURE 2 EA 3 1,00000 5 2,000,00 I $ 40000 $ NO CO 2 40000 $ 80000 31 REMOVE EXISTING S'TORM SEWER (ALL TYPES AND SIZESI 65 LF 5 15.00 5 975.00 ) $ 15.00 S 975.00 5 25.00 $ 1.625.00 32 CONNECT TO EXIS'TING STORM SEWER STRUCTURE 2 EA $ 1,500.00 5 3000.00 ' $ 992,00 $ 1,780.00 $ 806.00 S 1,60000 33 . STORM SEWER PIPE - 12" RCP 1 I i 7 LF 5 25,00 $ 2,925,00 $ _ 33.00 5 2.861.00 5 36 OD 5 4,21200 34 STORM SEWER PIPE - 15" RCP 971 LF $ 29.50 5 28644.50 $ 34.50 S 33,499.50 5 41.00 5 39,6i 1 00 35 CATCH BASIN - TYPE 404 3 EA 6 ,500.00 $ 1,500.00 5 1,695..00 5 5,005_00 S 2,160 00 $ 6,18008,, 36 CATCH BASIMMANHOLE - TYPE 406 700 EA 2,100.00 5 14,700.00 $ 2,665.00 S 18.655.00 5 -2,50.00 5 20,650.00 2.00 EA 5 450.00 $ 90000 I 5 475.00 S 950.00 $ 200,00 6 400 00 27 00 SF 5 26 00 5_ 702.00 ! S 36 00 S 972 00 5 30.00 $ ale oe 1 $ 66,577 50 5 76,386.00 37 RESET EXISTING CATCH BASIN CASTING 38 REPAIR EXISTING CATCH BASIN CONCRETE SUBTOTAL DIVISION 4 11.00 1- STREET CONSTRUCTION 39 SALVAGE POST AND SIGN EA 1 $ 250.00 $ 2,750.00 j 5 6000 $ 100.00 1 $ 560 00 5 220.00 $ 2,420.00 ) 553.00 EA r , ,... 1, 60.0r, s 60.00 5 50,00 $ 41 iSiONCLIT BITUMINOUS OR CONCRETE LF $ 2.50 I 5 1,382,50 I 5 3.00 $ 1,655.00 $ 3.00 $ 1.6595°).0(g(13 4 REMOVE POST AND SIGN ! 1.00 43 TiEmovz AND DISPOSE OF EXISTING CONCRETE PAVEMEI 30000 SY 5 8.50 1'3 3,230130 ') $ 6.0D $ 2,280,00 $ 4 DO 5 1,553202:0°0 200 5 42 !REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEME 25°660 SY $ 5.50 I $ 1,46300 1 5 5.00 $ 1,330.00 5 44 !REMOVE AND DISPOSE OF EXISTING CONCRETE CURB I 7,036,00 LF $ 3..00 I $ 21,106 00 $ 2,00 $ 11,072 OD 5 2.50 5 17,590.00 I 45 )COMMON EXCAVATION : 1.00 LS 5 125,000 00 1 5 125,000.00 ) $ 214,450,00 $ 2(4.450_00 ' $ 196000.00 5 190,000 00 I 46 SELECT GRANULAR BORROW (CV) (P) 12,000.00 CY 5 i 1 00 I 5 132,000.00 1 $ 11,95 5 142,403,00 $ 19.50 6 234,000 00 47 SUBGRADE CORRECTION 2,700.00 SY 5 5 00 I S 13,50000 I $ 3.00 $ 24,300 00 3 00 $ 8.100.00 48 ISUBGRADE PREPARATION 34.00 RS 5 22500 $ 7,650.00 ' $ 150 00 5 5,100.00 5 300.00 3 10.200.00 50 !AGGREGATE TRAIL RESTORATION 9 51 !BITUMINOUS NONMEAR COURSE 1,825.00 .00 TITTNINNi , ; 4i 0%000 5s 360.00 5 80 00 3 137,900.00 5 62.00 $ 113,150.00 $ 62 00 $ 113.150 00 5 71 00 $ 129,575.00 12.65 5 124,602.50 720.00 $ 35 00 315.00 5 : 5 14.00 $ ' 137.900.00 125,925 00 49 !GLASS 6 AGGREGATE BASE 9,850.00 52 BITUMINOUS WEAR COURSE 1,025.00 67.00 $ 12.2.275.00 S 62 00 I $ v13,150.00 $ 69.00 53 BITUMINOUS MATERIAL FOR TACK COAT 842 00 GA : $ 3.10 $ 2,610.20 $ 3 00 I 5 2,526.00 $ 2.50 5 2, to5 00 54 CONCRETE CURB AND GUTTER 6,596,00 LF , 5 12.50 $ 62,450 00 S 12.00 1 5 79,15200 $ 12.00 : $ 79.152 OD 55 DRIVEWAY VALLEY GUTTER 4.00 EA $ 650.00 5 3,400.00 5 2,97000 I 5 11,080 00 $ 600 00 $ 2,400.00 56 6'CONCRETE DRIVEWAY PAVEMENT 4000 SY 5 52.50 $ 2.100.00 5 55.00 1$ 2,200 00 5 110.00 $ 4,400 00 57 BITUMINOUS DRIVEWAY PAVEMENT 295.00 SY $ 26.00 5 7,67000 45 27.0D 1 5 7.965.00 : 5 35.00 S 10,325.0 58 PERFORATED PVC EDGE DRAIN 6,660.00 LF $ 4 00 5 26,640.00 I 5 9 00 I $ 59.940.00 5 9,00 $ 59,90.00 _ 59 DRAINTILE CLEANOUT 5000 EA _ 5 100 00 5 5.000 00 1 $ 150 00 5 7,500,00 5 590.00 $ 29,5,00.00 60 DRAINTILE CONNECTION INTO CATCH BASIN 8.00 ) EA 5 425.00 I 5 3,400 00 1: 5 400 00 $ 3.200.00 1 $ _ 550.00 S 4.400.00 61 PRECAST CONCRETE HEADWALL FOR DRAINTILE 6.00 EA 5 195.00 1 5 1,170.03 5 515.00 $ 3,09060 1 5 310 00 5 1,850,00 62 ADJUST MANHOLE CASTING j 100 EA 5 450 00 1 5 1,80000 I $ 600,00 5 2,40000 I 5 235 00 5 940 00 63 ADJUST GATE VALVE BOX 18 OD 15.00 EA 5 150i0000 I Ss 2,700 OD 1 5 35000 3 6,300.00 I 5 165.00 5 2.970.00 64 FURNISH SIGN PANEL SF g .,5 675.00 5 45.00 5 675.00 1 5 30 00 $ 00 65 INSTALL SIGN PANELS , _ : : 115.00 230.00 5 200 0 5 400.00 : 5 170 DO 5 344500.00 5 66 4' SOLID LINE WHITE. EPDXY :7.11600 LF 5 0.45 $ 3,202.20 5 0.53 .3 3.771 48 1 5 0.35 5 2,490.6D STOP BAR . POLY PREFORMED 1,524.00 2.00 EA 5 500.00 5 1,00000 5 1,200 00 5 2,400 00 1 5 1,000.00 5 2,000.00 LE 5 10,45 5 11)$ 685.80 5 0 53 5 0.53 $ 1,355.74 • k $ 0 35 5 895.30 807,72 ': 5 0.35 5 53,3.40 4' SOLID LINE YELLOW EPDXY 68 4" BROKEN LINE YELLOW 20000 2,558 00 LF 5 045 5 1,151 1 70 TEMPORARY PAVEMENT STRIPING 1.00 LS $ 2,732.06 $ 2.750 00 1 $ 4,500.00 : 5 4,560.00 1 5 1,800.00 3 3,800 00 71 PAVEMENT MARKINGS - POLY PREFORMED{ 10,00 EA ! 6 675.00 $ 6,750 00 . ( 5 1,105.862.55 : MOO 1 5 6150.00 5 1,243.49409 I t $ 600.00 I 3 1,355,027,30 5 6.000,00 (SUBTOTAL DIVISION 5 ) f • : S 967,146 44 I ( , I 5 L082,207.30 . TOTAL P308 1 TABULATION OF BIOS EAOLE POINT BLVD STREET AND UTILITY IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA TKDA PROJECT NO. 15815.000 TKDA BIDS OPENED:JUNE 30, 2015 AT 7.00 PNI 'DENOTES ERROR IN BIDDERS CALCULATION ITEM NO. DESCRIPTION GENERAL 1 MOBILIZATION 2 TRAFFIC CONTROL 3 SILT FENCE 4 INLET PROTECTION 5 TEMPORARY ROCK CONSTRUCTION ENTRANCE 6 STREET SWEEPING 7 6TOPSOIL ANO SOO HYDRAULIC MULCH (TEMPORARY', SUBTOTAL DIVISION 1 SANITARY SEWER I CONNECT TO EXISTING SANITARY SEWER MANHOLE 2 SANITARY SEWER PIPE '8 3 SANITARY SEWER MANHOLE - TYPE 301 4 EXCESS MANHOLE DEPTH 5 :REMOVAL OF UNSTABLE FOUNDATION MATERIAL 5 STABILIZING AGGREGATE BORROW 7 TELEVISING SUBTOTAL DIVISION 2 WATERMAIN CONNECT TO EXISTING WATERMAIN 2 5' GATE VALVE E. BOX 3 12' C-ATE VALVE 4 1M BUTTERFLY VALVE 6 BOX 5 :HYDRANT 6 16" DIE CL. 52 WA TERMAIN 7 REMOVE AND REPLACE VALVE BOX 8 161745° BEND MJ DUCTILE IRON COMPACT FITTING 9 16416" TEE MJ DUCTILE IRON COMPACT FITTING 10 16X12" REDUCER MJ DUCTILE IRON COMPACT FITTING _ 11 16"X6" REDUCER MJ DUCTILE IRON COMPACT FITTING 12 4" POLYSTYRENE INSULATION 32 SUBTOTAL DIVISION 3 _ STORM SEWER 30 1REMOVE EXISTING STORM SEINER STRUCTURE 31 !REMOVE EXISTING STORM SEWER (ALL TYPES AND SIZES, 32 ICONNECT TG EXISTING STORM SEWER STRUCTURE 33 (STORM SEWER PIPE - 12' RCP 34 1STORM SEWER PIPE - 15" RCP 05 ICATCH BASIN - TYPE 404 36 ICATCH BAS1N;MANHOLE - TYPE 406 37 IRESET EXISTING CATCH BASIN CASTING 38 IREPAIR EXISTING CATCH BASIN CONCRETE SUBTOTAL DIVISION 4 STREET CONSTRUCTION I 1 39 SALVAGE POST AND SiGN 11.00 EA 40.00 $ 44000 5 46.50 S 511 50 11 49 00 5 48.00 $ 52900 48.00 40.00 $ 40 REMOVE POST AND SIGN 1.00 EA 75 00 S 75 00 ' $ 41 SAWCUT BIT LIN1INOUS OR CONCRETE 553.00 , LF 6 00 5 3,348.00 S 40.00 5 4.00 5 2,212,00 11 4.04 5 2,234 12 42 REMOVE AND DISPOSE OP EXISTING BITUMINOUS PAVEME 256,00 SY $ 10.00 S 2,660.00 $ 5.70 5 1,516.20 S 4.17 5 1,105 22 5 43 REMOVE AFID DISPOSE OE EXISTING CONCRETE PAVEMET 360.00 SY 5 12.00 5 4,550.00 5 5.45 $ 2A51.00 5 3.65 1,187.00 45 !COMMON EXCAVATION 7,013,060LS 5 200,000.00 5 200,000.00 5 312,000.00 5 312,000 00 LF , 5 I 00 ' $ 283,650.00 5 263,550.00 4.00 5 28.144.00 $ 3.40 5 23,922 40 $ 3.41 $ 23.992.76 41 REMOVE AND DISPOSE OP EXISTING CONCRETE C7URT3 46 (SELECT GRANULAR BORROW (CV) (Fr') 1 12,000.00 CY $ 20.00 5 240,000.00 $ 14.80 5 177,600 00 5 14.35 5 172,200.00 47 ISUBGRAOE CORRECTION 2,700.00 SY 5 10.00 5 27,000.00 5 12.55 5 33085,00 5 15.50 $ 41,850,00 48 ISUBGRADE PREPARATION 34.00 RS i $ 400.00 $ 13,500.00 5 205.00 5 5,970.00 $ 273.53 5 9,300,02 19 ICLASS 6 AGGREGATE BASE 9,850 00 TN $ 15.00 6 117,750.00 3 14200800 165,400.00 5 13,97 5 137,5'04.50 50 AGGREGATE TRAIL RESTORATION _ 9.00 TN 3 50.00 5 450.00 5 378 00 $ 206.67 5 1.860.0353 BITUMINOUS NON -WEAR COURSE 1,825 00 TN $ 62,20 $ 113,515 00 5 72,30 5 131,947,50 5 57.18 5 122,603.50 182.5.00 TN 55 65 $ 119011.25 S 76.35 S 139,338.75 11 72.22 5 131,801.50 S AT 842 00 GA $ 2 00 5 1,684.00 $ 2.35 5 1,978,70 $ 2.40 S 2,020 80 6,59-6. 00 LF $ 13,00 5 85,716 00 5 13.00 5 85,74800 _S 13.42 5 138,5-18.32 400 L EA 5 1,500 00 5 6.000.00 $ 585.00 $ 2,34000 I $ 600.65 5 2,402 60 -r- 40.00 1 SY 8.00 5 320 00 0 105.00 5 4,200.00 1 5 107.69 5 4,307.403 295 00 SY 5 35.00 .$ 10325.00 5 29.00 5 8,555.00 1 5 3000 5 6.850.0e 1 ouANITITY 3100 17 2 20 5145 2575 'DENOTES ERROR IN BIDDERS CALCULATION RYAN CONTRACTING MINGER CONSTRUCTION DRESEL CONTRACTING UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT 1 PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 1 1 ; : 5 65,000 00 i 5 65.000 00 S 45,950.00 .5 45 950.00 , 5 123,512_50 $ 123,81250 LS ' 5 5.000.00 1 $ 6,000.00 5 5,400.00 $ 6 400.00 , $ 6,500 00 $ 6,600.00 LF , $ 1 50 5 4,650,00 5 2.20 5 0820 00 5 3.60 5 11.160.00 EA , c 5 200 00 $ 3.400.00 , 5 11500 $ 1,955.00 ; 5 198,00 5 3,366.00 EA , 5 500.00 $ 1,000.00 5 1,110 00 5 2,2.20.00 5 2,220,00 5 4,440.00 HR 5 150,00 5 3,000.00 5 165.00 5 3,300 00, 5 19E3.00 5 3,9.60,00 SY 5 7 10 5 36,529.50 5 5 95 $ 30.612,75 1 . 5 7 20 5 37,044 00 SY . 3 0.50 1 5 1.287 50 5 1.10 1 5 2,802.50 $ 2.40 5 6.180 00, 5 120,867,00 $ 100,090 25 ' 5 196,562.50 2 EA S 2.500,00 5 5,000 00 5 3 295 00 5 6,570,00 5 610.00 5 1,620 Oa 764 LF 5 40.00 $ 30,560.00 5 62 30 $ 47,597 20 $ 51.83 , 5 39,598 12 3 L EA 5 5 3,000,00 5 9,000.00 5 2,420,00 5 7.250.00 -! 5 2,820 00- I $ 8,460.00 1J LF S 175.00 5 2.100.00 5 88 00 5 1056.00 5 525 00 I $ 6,300.00 42.00 ; CY 5 5 00 , $ 210.00 ' 5 15.60 5 655 20 5 33 11 I 5 1,391 88 _ 42.00 CY I . 5 50 00 $ 2,100.00 5 49.60 5 2,083 20 5 74.86 1 5 3,144.12 764 LF ( , S 2.00 5 1,528.00 $ 3,50 5 2.57400 . $ 2.10 I 9 1 833.60 I S 50.496.00 $ 67.095.60 I 5 62,347 72 I ,c J71 EA 5 2,500.00 I $ 2,000.00 ' 7,665.00 5 7,655 00) 1. 1 40 $ 1,531,40 EA $ 1,600,00 IS 1,800.00 t 5 1,305.00 5 1,3735.00 5 2,015.00 5 2,015,00 EA _ _ ! 5 3,500 004 5 7,000 00 ' 5 3,880 00 5 7,760 00 . S 3,627.00 5 7,254 00 EA S 3,500,00 1 5 , 3,500 00 , 5 EA 5 5000.00 1 5 5,000.00 LF 5 90.00 1 5 18,810.00 EA 5 500.00 ; $ 1,000,00 5 3,445.00 7, 3.145 00 5 4,154.00 $ 4,154.00 4 645.00 S 4,645 00 3 5,103,90 $ 5,103 90 119 CM ; 5 21,871.00 3 105.82 ¶ 22,115.38 99000 5 1.980,00 . 5 1,209.00 5 2.410m8 A 5 1,000.00 5 1,000.80 5 1,445.00 5 1,445,00 $ 1,869 30 5 1,659.30 A 2,000.00 $ 2.000 00 5 1,640 00 5 1,840,00 $2,588.50 $ 2,588.50 EA $ 800.00 $ 1,600.00 5 990.00 5 1.950 00 5 2,278.50 $ 4,557 00 EA 750.00 5 750,00 5 76000 $ 750 00 5 1,692 60 5 1,592.80 , SF 5 00 5 16000 5 4.45 5 142.40 I $ 39.23 5 1,255 36 5 57,918 40 5 57,555.44 I 5 45,120.00 2 1 EA 1 5 1.000:0000 5 5 2,00000 $ 360,00 5 760.00 ,2603.00 '5 1,206_00 65 LF I 5/60 00 I 5 11.55 S 750.75 21,42 5 1,39230 2 EA I S 1,500.00 5 0,00000 55 850.00 5 1,700 00 5 943.50 5 1,087,00 117 LE I 5 45 00 5 5,255.00 $ 41,00 5 4,797.770 , S 41.95 5 4,908.15 971 LF 1 $ 48.00 $ 46,608.00 $ 37 55 5 35,451 05 1 5 50.15 5 58,405.55 $ 2,500.00 5 7,500.00 . 1,980.00 $ 5,940,00 $ _1,265,00 5 3,795,00 I- 5 2,60000 $ 16,200 00 I 5 2,485.00 $ 17,395.00 $ 1,888_29 5 13,218.03 $ 1.000.00 5 2,000 00 5 565.00 5 1,130.00 510,00 9 1,020.00 $ 30.09 S Bic 00 5 65 00 0 1,755,00 5 75.56 9 2.040.12 I $ 86.163.80 s 70688.80 5 87,872.25 52 BITUMINOUS WEAR COURSE 53 BITUMINOUS MATERIAL FOR TACK 51 CONCRETE CURB AND GUTTER 55 DRIVEWAY VALLEY GUTTER 55 6' CONCRETE DRIVEWAY PAVENIENT 57 BITUMINOUS DRIVEWAY PAVE30ENT 50 PERFORATED PVC EDGE DRAIN - 59 DRAINTILE CLEANOUT 50 DRAINTILE CONNECTION INTO CATCH BASIN 1 61 PRECAST CONCRETE HEADWALL. FOR DRAINTILE I 62 ADJUST MANHOLE CASTING 63 ADJUST GATE VALVE BOX 64 FURNISH SIGN PANEL 65 INSTALL, SIGN PANELS 66 4' SOLID LINE WHITE EPDXY 67 4" SOLID LINE YELLOVO EPDXY 68 4' BROKEN LINE YELLOW EPDXY 69 STOP BAR - POLY PREFORMED 70 TEMPORARY PAVEMENT STRIPING I 71 PAVEMENT MARKINGS - POLY PREFORMED SUBTOTAL DIVISION 5 } TOTAL Page 2 3 EA 7 00 EA 2,00 EA 27.00 SF 6,560,00 LF 5 10.00 0600050 5 7.20 5 47,952.00 , 5 1.60 1 5 11.988 00 _50.00 EA 5 250.00 $ 12,500.00 $ 120,00 3 5,000,00 I 5 182.40 I 5 9,120.00 8 00 EA $ 25100 5 2,000.00 $ 290.00 1 $ 2,320.00 $ 255,00 $ 2,040.00 6 00 EA $ 150 00 3 900,00 5 530.00 ; 5 3,18006 $ 390 00 $ 2,340.0C I 4 073 EA $ _ 500.00 5 2,000;00 I $ 730.00 1 $ 2.920 CIO 5 279.00 5 1,1 16.00 I 18.00 EA 5 400 00 $ 7,200,00 I $ 220,00 1 5 3,960 00 1S _361.57 9 6,510.06 I 15.00 SF 5 30.00 $ 450,00 1 5 35.00 5 52500 , 5 36 00 5 540.00 1 2.00 EA 5 150.03 .5 300.00 1 $ 175 0.0 5 350.00 ' $ 180.00 $ 350.00 7,116 00 LP 5 0.30 S 2,13400 1 5 0.25 5 2,490,60-1. 5 0,36 $ 2.561 76 1,524 00 LF $ 0,35 5 533 40 1- 1 5 0.15 5 533.40 _7, 0 37 5 55100 2,558-00 LIT 5 0.35 $ 895.30 1 $ 0.35 $ 895.30 3 0.37 $ 945 46 2.00 EA 5 875.00 $ 1,75000 1S 1,02000 5 2 04000 1 5 1050.00 $ 2,100,00 1.00 LS 5 3,300.00 $ 3.300.00 ! 5 3,785.00 5 3,78500 I $ 4,400.00 5 4,400 00 10.00 I EA 5 550.00 $ 5..50000 1 S 540 00 $ 040000 1 5 660.00 $ 6.600 00 $ 1,111.428.75 ; $ 1,184,460.35 1 5 1,087,454.13 , 5 L491,792.04., , 5 1,4 i4.075 75 1.481.053.40 TABULATION OF BIDS EAGLE POINT BLVD STREET AND UTILITY IMPROVEMENTS CITY OF LAKE ELMC.1., MINNESOTA TKDA PROJECT NO 15015,000 DIOS OPE-NED' JUNE JO, 2015, AT 2:00 PM 'DENOTES ERROR IN BIDDERS CALCULATION I TENI NO, DESCRIPTION QUANTITY IGENERAL MOBILIZATION 2 TRAFFIC CONTROL 3 SILT FENCE 4 INLET PROTECTION 5 TEMPORARY ROCK CONSTRUCTION ENTRANCE 6 STREET SWEEPING 7 6' TOPSOIL AND SOD O HYDRAULIC MULCH (TEMPORARY, SUBTOTAL DIVISION 1 SANITARY SEWER 1 CONNECT TO EXISTING SANITARY SEWER MANHOLE t - - 2 SANITARY SEWER PIPE - 8" TKDA 'DENOTES ERROR IN BIDDERS CALCULATION NORTHUALE CONSTRUCTION Pam', CONSTRUCTION UNIT TOTAL UNIT TOTAL UNIT PRICE AMOUNT PRICE AMOUNT I I i . LS 1 $ 143,209.5d 1 5 143,209.55 1 5 90 000.00 $ 90,000,90 ' _ 1 LS ; $ 6,406,00 1 5 6,406.00 i 5 5,61000 ! $ 5,610 00 3100 LF ; 5 2.37 5 7,347.00 I ' 5 1.95 , 5 6.045.00 17 EA 1 5 250.00 $ 4,250.00 $ 389 DO i 5 6,613,00 2 EA : 5 2,750.00 5 5,500 00 5 1,940.00 i 5 3,880 00 20 Ha I 135 00 5 2700 CO 5 128 OC/ I $ 2.560,00 5145 SY 5 7.94 5 40851.30 5 3 30 i $ 68,428.50 2575 I SY 0 1.06 $ 2.729 50 $ 0 97 1 5 2.497 75 ' 5 212,993,39 ' I 5 185,63425 2 EA 5 1,850.00 764 LF $ 48,57 3 ISANITARY SEWER MANHOLE- TYPE 301 3 EA 4 !EXCESS MANHOLE DEPTH 12 LF I 5 REMOVAL OF UNSTABLE FOUNDATION MATERIAL 42.00 CY 5 18 50 6 STABILIZING' AGGREGATE BORROW 42.00 CY $ 32 50 7 TELEVISING 764 LF 5 2.79 SUBTOTAL DIVISION 2 WATERMAIN 1 CONNECT TO EXISTING WATERMAIN 1 EA 5 3,625.29 2 6" GATE VALVE & BOX 1 EA 5 1,215.29 3 12" GATE VALVE 2 EA $ 2,957.39 4 16- BUTTERFLY VALVE & BOX 1 EA 5 2,853 13 5 !HYDRANT 1 EA 5 4,505,16 6 15'' 01P CL. 52 WATERMAIN 209 LF 1 5 136_98 7 REMOVE A193 REPLACE VALVE BOX 2 EA 5 8 15'X4.5. 'BEND MJ DUCTILE IRON COMPACT FITTING 1 1 EA g1,460738,31 9 16"/ 16" TEE MJ DUCTILE IRON COMPACT FITTING 1 EA $ 2,453.08 10 16X12" REDUCER MJ DUCTILE IRON COMPACT FITTING 2 I EA 11 16"X6" REDUCER MJ DUCTILE IRON COMPACT FITTING 1 I EA $ 992.49 $ 817.89 $ 12 4" POLYSTYRENE INSULATION 32 i SF 5 6,08 $ SUBTOTAL DIVISION 3 1 5 STORM SEWER 30REMOVE EXISTING STORM SEWER STRUCTURE 2 EA 1 $ 525 00 $ 31 REMOVE EXISTING STORM SEWER (ALL TYPES AND SIZE01 65 LF 5 13.50 $ 32 CONNECT TO EXISTING STORM SEWER STRUCTUR-' E 2 EA 5 1,650 00 $ 33 STORM SEWER PIPE • 12' RCP 117 LF $ 53.09 $ 34 STORM SEWER PIPE - 15" RCP 971 LF 5 50.89 S 35 CATCH BASIN . TYPE 404 3 EA 5 1,769.00 $ 36 CATCH BASIN/MANHOLE , TYPE 406 7,80 EA 0 2,133 00 5 37 RESET EXISTING CATCH BASIN CASTING 2 00 EA 5 456.00 $ 38 1REP71IR EXISTING CATCH BASIN CONCRETE 27,00_ SF 5 25.00 , 5 !SUBTOTAL DIVISION 4 $ :STREET CONSTRUCTION 39 !SALVAGE POST AND SIGN 11.00 40 !REMOVE POST AND SIGN 1.00 41 ,ISAWCUT BITUMINOUS OR CONCFIETE 55300 42 ,REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEME 256.00 43 !REMOVE AND DISPOSE OF EXISTING CONCRETE PAVEMEN 380,00 ! 44 I REMOVE AND DISPOSE OF EXISTING CONCRETE CURB 7.036.00 45 COMMON EXCAVATION 1,00 I 46 SELECT GRANULAR BORROW ICVI IP) 12000.00 1 47 SUBGRADE CORRECTION 2,700.00 48 SURGRADE PREPARATION 34,00 49 CLASS 6 AGGREGATE BASE 9,950.00 TN 50 AGGREGATE TRAIL RESTORATION 9.00 TN 51 BITUMINOUS NON -WEAR COURSE 1025.00 TN 52 BITUMINOUS WEAR COURSE 1,82500 TN 53 BITUMINOUS MATERIAL FOR TACK 842.00 COAT GA 54 CONCRETE CURB AND GUTTER 6,59600 LF 55 DRIVEWAY VALLEY GUTTER 4 00 EA 56 6' CONCRETE DRIVEWAY PAVEMENT 40-00 j SY 57 BITUMINOUS DRIVEWAY PAVEMENT 295 00 I SY 58 PERFORATED PVC EDGE DRAIN 6,560.0G LF 59 DRA1NTILE CLEANOUT 50 00 EA 50 DRAINTILE CONNECTION INTO CATCH BASIN 8 00 EA 61 PRECAST CONCRETE HEADWALL FOR DRAINTILE 6 00 EA 62 ADJUST MANHOLE CASTING 4,00 EA 63 I ADJUST GATE VALVE BOX 18 00 EA 64 FURNISH SIGN PANEL 1000 SF 65 INSTALLiSIGN PANELS 200 EA 66 14" SOLPO ID LINE WHITE EXY 7,116.00 LF $ ,........ 67 4" SOLID LINE YELLOW EPDXY 1,524 00 LF $ 68 4" BROKEN LINE YELLOW EPDXY [ 2,558,00 LF $ 69 STOP BAR - POLY PREFORMED 1 2 00 EA $ 70 TEMPORARY PAVEMENT STRIPING I 1,00 LS $ 71 'PAVEMENT MARKINGS . POLY PREFORMED I 10,00 EA 5 SUBTOTAL, DIVISION 5 TOTAL Page 3 $ 3,700.00 I ' 5 1,502 00 $ 3,004.00 i ____..„.... 5 37,107,48 I $ 37.30 5 29,457 20 i $ 2,536 58 5 7.609.74 I 5 2,255 50 $ 7,066,50 I 5 156 07 $ 1,872.84 i .4 5 1500s9 $ 1,848,00 I 5 777.00 5 170714 00 5 1.355.00 i I $ 49 00 5 2,058,00 $ 2,131 56 ! $ 1_93 5 1,474.52 5 54.563.62 5 44,652.22 : 1 5 3,625.29 I 5 2.058.00 $ 2,059.00 $ 1.215 29 5 1.500.00 S 1,000 00 5 5.914.78 5 3.596.00 5 7,192.00 15 2,853 13 5 3,33000 5 3.33000 $ 4,505,15 11 5,017.00 I 5 5,017.00 $ 28,528.82 $ 8010 .5 18.412 90 5 1,357.72 5 432 00 5 964.00 O 1,403.38 5 1.570.00 $ 1,570.00 5 2,453 05 2,312.00 8 2,312 00 1,984.98 5 1,194,00 5 2.388 00 1317.89 1 5 7,005,00 5 1,065.00 194.56 I , 5 9,80 5 313.60 54,954.08 I 45,962 50 1.050.00 5 522.00 $ 677 50 $ 9.80. 1,044.00_ 1,235_00 3.300 00 $ 923.00 5 1,846,00 I 6,211.53 5 31.30 5 3,732.30 49,414,19 $ 28.20 5 27,382.20 5.307 00 5 1,932 00 5 5,795.00 14,931.00 5 2,558 00 $ 17,906.00 900700 $ 749,00 $ 1,498,00 _ 675 00 .1 $ 90 75 $ 2 450 25 82,666.22 $ 62,889.75 EA 5 223.00 $ 2,453.00 S 40,80 1 $ 448.80 EA $ 39,03 $ 39 03 $ 40 80 i $ 40.80 L F $ 5.75 5 3,179.75 5 4.35 1 5 2,405.55 SY 1 5 5,50 5 1.729.00 i $ 13.75 i 5 3,657.50 _ SY I ; $ 7.50 $ 2,850.0,3 ' $ 12.75 1 5 5.225,00 LP I $ 2.45 5 17,238,20 1 5 5 '0 t 5 35,880,60 LS , 5 372,600 00 5 372,000 00 I 505500,1301 S 506,500.00 CY I 5 21.55 5 258,500_00 $ 22.00 I 5 264,000.00 SY I 5 15.75 $ 42,525 00 $ 3.25 $ 8,775,00 _ 5 276.00 5 9,350.00 5 395.00 I $ 13,430.00 5 15.95 $ 157.107.50 5 17.75 I 5 174.837.50 5 278.75 $ 2,508,75 , S 65 00 1 $ 5135,00 $ 61.33 5 111,527.25 1 5 90.00 1$ 146,000 00 $ 6133 5 111927.25 5 76.75 j'i 40,068.75 15 2.23 1,977.66 $ 3.00 1 $ 2,526.00 5 13.16 S 86.803.36 5 15 30 5 100,918.80 I $ 2,599.0Q $ 11,596,00 5 4,680 00 $ 19,720.00 I S 70.06 $ 2,802 40 $ 72.90 ' 5 2,916 00 1 5 37 16 $ 10,962. 20 $ 67.00 $ 19,765.00 $ 13.25 5 88,245 00 I 5 7.25 5 48,285.00 I 5 167.27 S 8,363.50 1 $ 479 00 5 23,950 on 1 s 225 00 $ 1,800.00 ,, 5193 00 , 5 1,544.00 I 5 275.00 5 1,650.0-0-7 $ 182.00 I $ 1,092.00 5 350.00 5 1.400-00 5 62500 ' $ 2,500.00 1 5 275.00 5 4,950.00 5 410,25 5 7,545.50 2708 $ 418 20 $ 30-60 .5 459.00 5725 $ 334 50 5 153,00 5 386,0e 0 36 $ 2,561,76 1 $ 0 49 5 3.486.84 , 0,36 5 548.64 I 5 0,49 5 746,75 0.36 $ 920_89 5 0 01 5 25 58 I-- 652.28 5 1,304.56 5 1.110 00 $ 2.220-00 2,118.50 5 2,119.50 -5 3 570,00 $ 3,570 00 660 OB S 6.600 80 5 I $ 1,228,692.56 1 $ 1,733.669.99 $ 1,899.093.70 t_ 750 00 S 7,500.00 1,549.934.98 j PROJECT SCHEDULE F|TV OF LAKE ELMO EAGLE p[lINTB[VD STREET AND UTILITY IMPROVEMENTS PROJECT NO. 2015,120 January 2[\2Ol5 Council authorizes Feasibility Report, ENGINEERING, inc. Cara Geheren'pE. Jack Griffin, P.E. Ryan Stempski, P.E. Chad |sahxon'P.E. 651.300.4261 651.300.4264 651.300.4I67 651.300,4283 Februaryl9 2015 Property owner meeting. Present scope of innpnvernents and discuss alternative assessment methodologies. March 3,ZO1S Presentation of Feasibility Report. Council accepts Report and Calls Hearing. April 7.ZOI5 Public Improvement Hearing. Council orders Preparation of plans and specifications. June 2,2Ol5 Council approves Plans and Specifications; Orders Advertisement for Bids. June 3O,2U1S Receive Contractor Bids. July 7,201S Council accepts bids and awards Contract. July I8,IOl5 Conduct Pre -construction Meeting and Issue Notice LoProceed. October 16,2O15 Substantial completion. June 15,2O16 Final completion. Ti IL CIT 11: LAKE ELN 0 7 1—i, . DATE: REGULAR ITEM # A riOtv July 7, 2015 AGENDA ITEM: Inwood Water Booster Station — Approve Land Purchase Agreement SUBMLTTED BY: Jack Griffin, City Engineer THROUGH: Dean A. Zuleger, City Administrator REVIEWED BY: Dave Snyder, City Attorney Cathy Bendel, Finance Director SUGGESTED ORDER OF BUSINESS: Introduction of Item Report/Presentation Questions from Council to Staff., Public Input, if Appropriate ........ Call for Motion ..................., ... Discussion Action on Motion... ..... . ..... ........... ..... ...City Engineer City Engineer Mayor Facilitates ..... Mayor Facilitates ........ ................................ Mayor & City Council ......................,... ..... ......... Mayor & City Council ...... ..... ................................ Mayor Facilitates POLICY RECOMMENDER: Engineering. FISCAL IMPACT: $27,000 or $37,800. 13 The purchase price is $27,000 or $37,800, depending upon council and property owner direction, to acquire fee title to a parcel of land for locating the Inwood Water Booster Station along Inwood Avenue just south of the Lake Elmo Heights neighborhood. The Land Purchase Agreement further outlines additional obligations for each party relating to the site acquisition, including the City waiving a $5,800 lateral benefit assessment to the property located at 2298 Inwood Avenue, The land acquisition cost will be funded by the Water Enterprise Fund, unless the cost is determined to be eligible for reimbursement through the $3.5 million MN -DEED Grant. SUMMARY AND ACTION REQUESTED: The City Council is respectfully requested to consider approving the Inwood Water Booster Station Land Purchase Agreement and directing the purchase of a 90 ft. by 75 ft. parcel (or 105 ft. by 90 ft.). The recommended motion for this action is as follows: page 1 -- City Council Meeting [Consent ..-1e,encla Iran 13] July 7, 2015 "Move to approve the Inwood Water Booster Station Land Purchase Agreement to purchase a 90 ft. by 75 ft. parcel (or 105 ft. by 90 ft.) with the Caroline Maly Eberhard Living Trust." LEGISLATIVE HISTORY/BACKGROUND INFORMATION: The Inwood Booster Station and Trunk Watermain Improvement project is a $3.1 million water system infrastructure project that is needed to deliver City water service to support the growth and development in the 194 corridor, residing in the high water pressure zone. More specifically this project serves the corridor area between Inwood Avenue and Keats Avenue (Sections 33 and 34) that will include the Savona development, Boulder Ponds, Hammes Estates, Alan Dale properties, Azur properties, MFC & CM properties, and the existing properties within the Eagle Point Business Park. This project is programmed for construction in the 2015 Capital Improvement Plan. The proposed improvements include the extension of trunk watermain facilities along Inwood Avenue from 26'1 Street North to Eagle Point Boulevard, A water booster station has been identified as part of this improvement to increase water pressures in the southern part of the City due to higher topography. A feasibility report was authorized by the City council on August 6, 2013 in order to ready this project for 2015 construction. The feasibility report identified the need to acquire property in the vicinity of 26ffi Street North and Inwood Avenue to accommodate the water booster station facility. Staff has been working with the property owner to negotiate the purchase of the proposed water booster station site (75 fi. by 75 ft.) and had a previous agreement outlining the site acquisition terms per a letter dated July 10, 2014 and as approved by the City council on October 21, 2014. Recently the property owner has requested to eliminate the part of the sale relating to the County's acquisition of 15 feet along the eastern property line. To accommodate this request the City must acquire additional area consisting of 15 ft. by 75 ft. to close the gap between the proposed booster station site and the existing County right-of- way. In addition the City must now officially lead the acquisition process. Furthermore, at the request of the property owner the City has identified a minimal footprint for property acquisition to adequately site the booster station. The minimum footprint. of 75 0.. by 75 ft. was determined on the assumption that the property owner would grant temporary grading and construction easements necessary to redirect drainage around the booster station site and to match grades back to the adjacent property lines. The property owner has also submitted renderings demonstrating a preferred landscaping plan to provide screening for the new facility, including landscape improvements not located on the proposed City acquisition parcel. Therefore when considering the approval of the Land Purchase Agreement, the Council, along with property owner input, will be asked to consider two options for the proposed acquisition. Option 1 consisting of a smaller parcel (90 ft. by 75 ft.) with the property owner granting temporary construction and grading easements, or Option 2 consisting of a larger parcel (105 ft. by 90 ft.) to better accommodate construction and grading and to ensure some landscape screening. The general terms of the agreement options are summarized as follows: OPTION 1: 1. The City will pay the landowner $27,000 to acquire a site 90 ft. by 75 ft. (6,750 sq.ft.) to be located in the northeast corner or the property (Parcel ID 2102921310001) and abutting the CSAH 13 road R/W. 2. The site will be used by the City to construct and operate a water booster station. The first 15 feet from the County R/W is to be reserved for future County R/W dedication. The booster station will be constructed on the remaining 90 feet by 75 feet. -- page 2 -- City Council I'vleetinv July 7, 2015 [Consent ,4gendo Item I 31 3 The City will waive one 85,800 lateral benefit assessment associated with the Inwood Trunk Watermain Improvements passing the existing property at 2298 Inwood Avenue North. 4. The property owner will provide, at no cost, temporary grading and construction easements immediately adjacent to the 75 foot by 75 foot parcel for a distance up to 15 feet to the west of the parcel and 15 feet to the south of the parcel. 5. The City will pay all costs for survey, legal descriptions and transaction costs associated with the purchase and property description changes including recording documents at the County. 6. The property owner will review and sign the closing documents. However, the City will not reimburse the property owner for costs incurred for legal or other representation. 7. The City will review draft site plans with the property owner and consider input while developing the site plan, however the plan will not be subject to property owner's direction or approvals. 8 The City may provide landscaping of the site after the booster station is operational (upon completion of the project), to be completed under a separate contract at the City's discretion. Landscaping may riot tit on the City parcel and the City is under no obligation to install landscaping beyond the City owned property. OPTION 2: I. The City will pay the landowner 837,800 to acquire a site 105 fr. by 90 ft. (9,450 sq.ft.) to be located in the northeast comer of the property (Parcel 11) 2102921310001) and abutting the CSAH 13 road R/W. 2. The site will be used by the City to construct and operate a water booster station, The first 15 feet from the County R/W is to be reserved for future County R/W dedication. Thc booster station will be constructed on a 75 ft. by 75 IL area with the remaining 15 feet to the south and 15 feet to the west being used for drainage, grading and landscaping. 3. The City will waive one $5,800 lateral benefit assessment associated with the Inwood Trunk Watennain Improvements passing the existing property at 2298 Inwood Avenue North. 4. The City will pay all costs for survey, legal descriptions and transaction costs associated with the purchase and property description changes including recording documents at the County. 5. The property owner will review and sign the closing documents. However, the City will not reimburse the property owner for costs incurred for legal or other representation. 6. The City will review draft site plans with the property owner and consider input while developing the site plan, however the plan will not be subject to property owner's direction or approvals. 7. The City will provide landscaping of the site after the booster station is operational (upon completion of the project), to be completed under a separate contract at the City's discretion. RF:,CONIMENDATION: Staff is recommending that the City Council approve the Inwood Water Booster Station Land Purchase Agreement and directing the purchase of a 90 ft. by 75 ft. parcel (or 105 ft. by 90 ft.). The recoil -intended motion for this action is as follows: ',Move to approve the _Inwood .1./ater Booster Station Land Purchase Agreement to purchase a 90 ft. by 75 ft. parcel (or 105 ft. by 90 ft.) ;yid: the Caroline Maly Eberhard Living Trust." ATTACHMENT(S): 1. Inwood Water Booster Station Land Purchase Agreement, . Site Location Map. page 3 -- VACANT LAND PURCHASE AGREEMENT THIS AGREEMENT is made as of . 2015, between Allan J. Eberhard, Trustee of the Caroline Mary Eberhard Living Trust, dated May 29, 1998 ("Seller"), and The City of Lake Elmo, a Minnesota municipal corporation ("Buyer"). In consideration of this Agreement, Seller and Buyer agree as follows: Sale of Property.. Seller agrees to sell to Buyer, and Buyer agrees to buy from Seller, the following property ("Property"): 1.1 Real Property. The real property known as the Inwood Water Booster Station, located in the City of Lake Elmo, Washington County, Minnesota, (Parcel ID No. 2102921310001), as further shown on the map attached hereto as Exhibit A and as further legally described on the attached Exhibit B, together with all easements and rights benefiting or appurtenant to said real property. 1.2 City of Lake Elmo, intends to purchase a 90 foot by 75 foot (6750 square feet) parcel to be used by the City to construct and operate a water booster station. 2. Purchase Price and Manner of Payment. The total purchase price ("Purchase Price") to be paid for the Property is $27,000.00. The Purchase Price shall be payable as follows: 2.1 $ as earnest money ("Earnest Money"); and 2.2 The balance by certified check or wire transfer of funds on the Closing Date. Contingencies. The obligations of Buyer under this Agreement are contingent upon each of the following: 3.1 Representations and Warranties. The representations and warranties of Seller contained in this Agreement must be true now and on the Closing Date as if made on the Closing Date. 3.2 Title, Title shall have been found acceptable, or been made acceptable, in accordance with the requirements and terms of the Title Examination Section below. 3.3 Access and Inspection. Seller shall allow Buyer, and Buyer's agents, access to the Property without charge and at all reasonable times for the purpose of Buyer's investigation and testing the same, including, without limitation, topographic surveys and soil tests to determine the adequacy of the soil for Buyer's intended use of the Property. Within ten (10) days of the acceptance of this Agreement, Seller shall provide Buyer with copies of all blueprints, plans, specifications, soil tests and surveys of the Property which are presently in Seller's possession. Seller shall make available to Buyer and Buyer's agents, without charge, all plans and specifications, records, inventories, permits and correspondence. 3.4 Improvements. The City agrees to waive the proposed $5,800 water lateral benefit assessment associated with the Inwood Trunk Watermain Improvements, passing the existing property located at 2298 Inwood Avenue North. The Buyer will review draft site plans with the Seller and consider input from the Seller while developing the booster station site plan. However, the site plan will not be subject to the Seller's direction or approval. The first 15 feet from the County Right -of -Way shall be reserved for future County Right -of -Way dedication. The booster station shall be constructed on the remaining 75 x 75 foot parcel. The Buyer shall provide landscaping on the site after the booster station is operational and upon completion of the project. Said landscaping shall be completed under a separate contract at the Buyer's discretion. If landscaping does not fit on the said parcel, it shall be planted within the first 15 feet to the south and west of the parcel, upon permission for right of entry by Seller. 3.5 Easements. The Seller shall provide, at no cost to Buyer, a temporary grading and construction easement, immediately adjacent to the 75 foot by 75 foot parcel, for a distance up to 15 feet to the west of the parcel and 15 feet to the south of the parcel. If any contingency has not been satisfied on or before the date set forth above for satisfaction of that contingency, then this Agreement may be terminated by written notice from Buyer to Seller, which notice must be given no later than five (5) days after the applicable satisfaction date. If no such notice is given with respect to any contingency, such contingency shall be deemed waived. Closing shall be deemed a waiver of all of the above contingencies. Upon termination, the Earnest Money, and any interest accrued thereon, shall be released to Buyer, the parties shall sign a cancellation of this Agreement, and neither party will have any further rights or obligations to the other regarding this Agreement or the Property. All the contingencies are specifically for the benefit of the Buyer, and the Buyer shall have the right to waive any contingency by written notice to Seller. 2 4. Closing.. The closing of the purchase and sale contemplated by this Agreement (the "Closing") shall occur on or before July 15, 2015 ("Closing Date at the office of Johnson/Turner Legal). Seller agrees to deliver possession of the Property to Buyer immediately after Closing. 4.1 Seller's Closing Documents. On the Closing Date, Seller shall execute and deliver to Buyer the following (collectively, "Seller's Closing Documents"), all in form and content reasonably satisfactory to Buyer: 4.1.1 Deed. A Warranty Deed conveying the Property to Buyer, free and clear of all encumbrances, except the Permitted Encumbrances hereafter defined. 4.1.2 FIRPTA Affidavit. A non -foreign affidavit, properly executed, containing such information as is required by IRC Section 1445(b)(2) and its regulations. 4,1.3 IRS Forms. A Designation Agreement designating the "reporting person" for purposes of completing Internal Revenue Form 1099 and, if applicable, Internal Revenue Form 8594, 4.1.4 Well Certificate. A completed Minnesota WO Disclosure Certificate or a statement on the Warranty Deed that "The Seller certifies that the Seller does not know of any wells on the described real property." 4.1.5 Storage Tanks. If the Property contains or contained a storage tank, an affidavit with respect thereto, as required by Minn. Stat. § 116.48. 4.1.6 Seller's Affidavit. An affidavit in the form required by Title evidencing the absence of bankruptcies, judgments or tax liens involving Setter or parties with the same or similar names as Seller, and evidencing the absence of mechanic's lien rights affecting the Property, unrecorded interests affecting the Property, persons in possession of the Property, and known encroachments or boundary line questions affecting the Property. 4.1.7 Other Documents. All other documents reasonably determined by Buyer or Title to be necessary to transfer the Property to Buyer free and clear of all encumbrances. 4.2 Buyer's Closing Documents. On the Closing Date, Buyer witt execute and deliver to Setter the following (collectively, "Buyer's Closing Documents"): 4.2.1 Purchase Price. Funds representing the Purchase Price and execution and delivery of any required financing documents. 4,2.2 IRS Form. A Designation Agreement designating the "reporting person" for purposes of completing Internal Revenue Form 1099 and, if applicable, Internal Revenue Form 8594. 5. Prorations. Seiler and Buyer agree to the following prorations and allocation of costs regarding this Agreement: 5.1 Title Insurance and Closina Fee. Buyer will pay all costs of the Title Evidence, the cost of having a commitment for an ALTA Owner's Policy of Title Insurance for the Property (the "Title Policy") (in the amount of the Purchase Price) and the fees charged by the Title Company for any escrow required regarding Buyer's Objections. Buyer will pay the premium required for the issuance of the Title Policy Buyer wilt pay all costs for survey, legal description and recording fees charged by Title (as defined below) to conduct the Closing. Seller shall pay for any costs associated with representation to review documents. 5.2 Deed Tax. Seller shall pay all State Deed Tax payable in connection with this transaction. 5.3 Real Estate Taxes and Special Assessments. Real Estate Taxes payable in the year in which Closing occurs shall. be pro -rated based upon a calendar year with Seller paying through the Date of Closing. Seller shall pay any installments of special assessments payable with said real estate taxes. Seller shall pay all other levied special assessments in full as of the Date of Closing, and shall pay all special assessments which are pending as of the Date of Closing. Seller's provision for payment of a pending assessment shall be made by payment into escrow with Title of one and one-half times the estimated amount of the assessment, with the right to a refund of any excess of the escrow. 5.4 Other Costs. All other operating costs of the Property shalt be allocated between Seller and Buyer as of the Closing Date, so that Setter pays that part of operating costs payable through the Closing Date, and Buyer pays that part of operating costs payable after the Closing Date. 5.5 Attornev's Fees. Each of the parties will pay its own attorney's fees, except that a party defaulting under this Agreement or any Closing Documents will pay the reasonable attorneys' fees and court costs incurred by the non - defaulting party in enforcing its rights hereunder. 4 6. Title Examination. Title Examination will be conducted as follows: 6.1 Seller's Title Evidence. Setter shall, within twenty (20) days after the date of this Agreement, furnish the following (collectively, "Title Evidence") to Buyer: (a) a commitment ("Title Commitment") for an ALTA Owner's Policy of Title Insurance insuring title to the Property, deleting standard exceptions and including affirmative assurance regarding zoning, contiguity, appurtenant easements and such other matters as may be identified by Buyer, in the amount of the Purchase Price, issued by Johnson/Turner Legal, ("Title"); (b) a survey, paid for by Buyer, certified by a registered tand surveyor and certified to Buyer, Title and such other parties as Buyer may designate, and showing the Property and location of all improvements and easements thereon and otherwise complying with the requirements set forth in the "Minimum Standard Requirements for ALTA/ACSM Land Title Surveys" jointly established by ALTA and ACSM in 1992, and containing such other information as Buyer or Buyer's tender shalt reasonably request. 6.2 Buyer's Obiections, Within twenty (20) days after receiving the last of the Title Evidence, Buyer will make written objections ("Objections") to the form and/or contents of the Title Evidence. Buyer's failure to make Objections within such time period will constitute waiver of Objections. Any matter shown on such Title Evidence and not objected to by Buyer shall be a "Permitted Encumbrance" hereunder. Setter wilt have thirty (30) days after receipt of the Objections to cure the Objections, during which period the Ctosing will be postponed, if necessary. Seller shall use its best efforts to cure any Objections. To the extent an Objection can be satisfied by the payment of money, Buyer shall have the right to appty a portion of the cash payable to Seller at the Closing to satisfaction of such Objection, and the amount so applied shall reduce the amount of cash payable to Seller at the Closing. If the Objections are not cured within such 30-day period, Buyer will have the option to do any of the following: 6.2.1 Extend the time period for Seller to cure the Objections by up to sixty (60) days, at the end of which time Buyer may exercise any of the remaining options set forth below. 6.2.2 Terminate this Agreement and receive a refund of the Earnest Money and the interest accrued thereon, if any. 6.2.3 Withhold from the Purchase Price an amount which, in the reasonable judgment of Title, is sufficient to assure cure of the Objections. Any amount so withheld will be placed in escrow with Title, pending such cure. If Seller does not cure such Objections within sixty (60) days after such escrow is established, Buyer may then 5 cure such Objections and charge the costs of cure against the escrowed amount. The parties agree to execute and deliver such documents as may be reasonably required by Title, and Seller agrees to pay the charges of Title, to create and administer the escrow. 6.2.4 Waive the Objections and proceed to close. 7. Subordination. This Purchase Agreement, and the rights of the Buyer in and to the real property which is the subject hereof, is specifically made subject and subordinate to the lien of any mortgage(s) or other encumbrance(s) ("Liens") made or given by Seller, whether prior to or after the date of this Purchase Agreement, and shall, prior to Closing and payment by Buyer of the Purchase Price, remain subordinate and junior to all such Liens as if the same had been duly executed and acknowledged by the Seller, and recorded, prior to the date of this Purchase Agreement. At Closing, Seller will be responsible, at its sole expense, for obtaining any release necessary to convey fee title to the Property to Buyer free and clear of any such Liens. 8. Qperation Prior to Closing. During the period from the date of Seller's acceptance of this Agreement to the Closing Date (the "Executory Period"), Seller shall operate and maintain the Property in the ordinary course of business in accordance with prudent, reasonable business standards, including the maintenance of adequate liability insurance and insurance against loss by fire, windstorm and other hazards, casualties and contingencies, including vandalism and malicious mischief. Seller shall execute no contracts, teases or other agreements regarding the Property during the Executory Period that are not terminable on or before the Closing Date, without the prior written consent of Buyer, which consent may be withheld by Buyer at its sole discretion. 9. Representations and Warranties by Seller. Seller represents and warrants to Buyer as follows: 9.1 Existence; Authority. If Seller is a corporation, limited liability company or partnership, Seller is duly organized, qualified and in good standing, and has the requisite power and authority to enter into and perform this Agreement and the Seller's Closing Documents; such documents have been duly authorized by all necessary action; such documents are valid and binding obligations of Seller, and are enforceable in accordance with their terms. 9.2 Environmental. Laws. No toxic or hazardous substances or wastes, pollutants or contaminants (including, without limitation, asbestos, urea formaldehyde, the group of organic compounds known as polychlorinated biphenyls, petroleum products including gasoline, fuel oil, crude oil and 6 various constituents of such products, and any hazardous substance as defined in any state, local or federal law, regulation, rule, policy or order relating to the protection of the environment) (collectively, "Hazardous Substance") have been generated, treated, stored, transferred from, released or disposed of, or otherwise placed, deposited in or located on the Property, nor has any activity been undertaken on the Property that would cause or contribute to the Property becoming a treatment, storage or disposal facility within the meaning of, or otherwise bring the Property within the ambit of, any state, local or federal law, regulation, rule, policy or order relating to the protection of the environment. There has been no discharge, release or threatened release of Hazardous Substances from the Property. There are no Hazardous Substances or conditions in or on the Property that may support a claim or cause of action under any state, local or federal law, regulation, rule, policy or order relating to the protection of the environment. The Property is not now, and to the best knowledge of Seller never has been, listed on any list of sites contaminated with Hazardous Substances, nor used as landfill, dump, disposal or storage site for Hazardous Substances. 9.3 FIRPTA. Seller is not a "foreign person/' "foreign partnership," "foreign trust" or "foreign estate" as those terms are defined in Section 1445 of the Internal Revenue Code. 9.4 Proceedings. There is no action, litigation, investigation, condemnation or proceeding of any kind pending or threatened against Seller or any portion of the Property. 9.5 Wells and Individual Sewage Treatment Systems. Seller does not know of any "Wells" on the Property within the meaning of Minn. Stat. § 1031 or "Individual Sewage Treatment Systems" on the Property within the meaning of Minn. Stat. § 115.55. This representation is intended to satisfy the requirements of those statutes. 9.6 Storage Tanks. No above ground or underground tanks are located on or about the Property, or have been located on or about the Property and have subsequently been removed or filled. 9.7 Reports. Seller has no environmental reports or studies relating to the Property, except those which have been or will be delivered to Buyer as required under this Agreement. Seller will indemnify Buyer, its successors and assigns, against, and will hold Buyer, its successors and assigns, harmless from, any expenses or damages, including reasonable attorneys' fees, which Buyer incurs because of the breach of any of the 7 above representations or warranties, whether such breach is discovered before or after Closing. Consummation of this Agreement by Buyer with knowledge of any such breach by Seller will not constitute a waiver or release by Buyer of any claims due to such breach. 10, Assignment. Either party may assign its rights under this Agreement with the prior written consent of the other party, before or after the Closing. Any such assignment will not relieve such assigning party of its obligations under this Agreement. 11. Survival. All of the terms of this Agreement and warranties and representations herein contained shall survive and be enforceable after the Closing. 12. Notice. Any notice to be given by a party hereto shall be personally delivered, sent by certified mail, or sent via a nationally recognized courier service that issues a receipt, to the other party at the address set forth for that party below (or to such other address as may be designated by notice to the other party), and shall be deemed given upon the earlier of personal delivery, two days after the date postmarked, two (2) days after depositing with such courier for delivery or upon the refusal to accept such service. Address for Notice to Seller: With a Copy to: Address for Notice to Buyer: City of Lake Elmo Attn: Dean Zuleger City Administrator 3800 Laverne Avenue North Lake Elmo, MN 55042 With a Copy to: David K. Snyder Michele R. Loughrey Johnson/Turner Legal. 56 E. Broadway Avenue, Suite 206 Forest Lake, MN 55025 13. Miscellaneous. The paragraph headings or captions appearing in this Agreement are for convenience only, are not a part of this Agreement. This Agreement constitutes the complete agreement between the parties and supersedes any prior oral or written agreements between the parties regarding the Property. There are no verbal agreements that change this Agreement, and no waiver of any of its terms will be effective unless in a writing executed by the parties. This Agreement binds and benefits the parties and their successors and assigns, and has been made under the laws of the State of Minnesota and such laws will control its interpretation. 14. Remedies. The following shall be the exclusive remedies available to the parties under this agreement: 14.1 if Buyer defaults under this Agreement due to no fault of Seller, then Seller may terminate this Agreement by providing at least thirty days' prior written notice to Buyer. If Buyer fails to cure Buyer's default within such thirty -day period, then at Seller's election (i) this Agreement shall thereupon be terminated, and Seller shall retain the Earnest Money as liquidated damages; or (ii) Seller may seek specific performance of this Agreement by Buyer. 14.2 If Seller defaults under this Agreement due to no fault of Buyer, then Buyer may terminate this Agreement by providing at least thirty (30) days' prior written notice to Seller. If Seller fails to cure Seller's default within such thirty -day period, then at Buyer's election (i) this Agreement shall thereupon be terminated, and Buyer shalt be entitled to a refund of all Earnest Money, together with accrued interest thereon, if any; or (ii) Buyer may pursue such other actions or remedies as are available to it, including its right to damages against Seller for its failure to perform, or for misrepresentation or for specific performance of this Agreement by Seller. 14.3 Any suit by a party hereto which is described above and is based upon the other party's default must be commenced no later than one hundred twenty (120) days after the date of the occurrence of the default. The said 120-day limitation shalt not apply to claims for indemnification otherwise provided for in this agreement. 15. Severabilitv. In case any one or more of the provisions of this Agreement shall be held to be invalid, illegal or unenforceable, such holding shall not affect the other provisions of this Agreement, and this Agreement shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. 16. Business Days. In the event any deadline or performance date set forth in this Agreement falls on a Saturday, Sunday or legal holiday in the State of Minnesota, such deadline or performance date shall be deemed to be postponed to the next business day thereafter. Seller and Buyer have executed this Agreement as of the date first written above. SELLER: BUYER: Allan J. Eberhard, Trustee Of the Caroline Mary Eberhard Living Trust, dated May 29, 1998 THE CITY OF LAKE ELMO By: By:_ Its: It: 10 EXHIBIT A Map of Property EXHIBIT B Legal. Description All that part of the North 75.00 feet of the East 150.00 feet of the North 1/2 of the SW '/4 of Section 21, Township 29 North, Range 21 West, Washington County, Minnesota, which lies westerly of the west line of Parcel 3 of the WASHINGTON COUNTY HIGHWAY RIGHT OF WAY PLAT NO, 98 — C.S.A.H. 13, according to the recorded plat thereof, 3/11/2014 .114 t( ot1 I lt http://mapsicoiwashing tonirrin.us/PropertyVieuer/ Washing ton County PropertyVier Si n in 1/1 INVESTORS SERVICE New Issue: �oody^s asSignsAa2 to Lake Imo, Ms $2.8— GO Bonds'Ser. Aa2 rating applies to $22.8 million of post -sale GOULT debt LAKE ELMO (CITY OF) MN Cities (including Towns, Villages and Townships) MN Moody'aRating ISSUE RATING General Obligation Bonds, Series 2015A Ae2 Sale Amount $2.815.000 Expected Sale DateU7/87/15 Rating Description General Obligation Moody's Outlook N0O NEW YORK, June 29, 2015 --Moody's Investors Service has assigned an Aa2 rating to the City of Lake Elmo's (MN) $2.8 million General Obligation (GO) Bonds, Series 2015A. Concurrently, Moody's maintains the Aa2 rating unchy'unutotmndingGOdmbLPoot-sa|e.thooitywiUhpvo$22.8miUionofGOdebtoutstanding. SUMMARY RATING RATIONALE The Aa2rating reflects the ui1y'nmodestly-sized and affluent tax base experiencing growth, located inthe Twin Cities metro region; strong finencoosupported byconservative budgeting and healthy unassigned fund balance; moderate direct debt burd*n�and modest exposure hounfunded pension UeN\iheo. OUTLOOK Outlooks are usually not assigned tnlocal government credits with this amount ofdebt outstanding. WHAT COULD MAKE THE RATING GOUP -Growth in the city's tax base to levels consistent with higher -rated entities WHAT COULD MOVE THE RATING DOWN -Deterioration ofthe tax base orweakening cf the demographic profile -Material declines inthe city'efinancial reserves -Significant increase indebt levels STRENGTHS -Affluent tax base favorably located inTwin Cities metropolitan area -Strong financial operations and healthy financial reserves and liquidity CHALLENGES -Small tax base size relative toothers inthe rating category -Above average fixadcosts RECENT DEVELOPMENTS Recent developments are incorporated inthe Detailed Rating Rationale, DETAILED RATING RATIONALE ECONOMY AND TAX BASE: MODESTLY -SIZED AFFLUENT TAX BASE NEAR THE TWIN CITIES EXPERIENCING GROWTH The city's tax base is expected togrow in the medium term due to its favorable location within the Twin Cities metropolitan area and large amount of land available for development. Located in Washington County (Aaa stable), the city lies along the eastern edge of the metropolitan region, The city's full value of $1.3billion experienced two years of significant growth, following declines in previous years, due to new residential development. In 2014 economic market value increased byG.8% and in2015itincreased byasizeable 127Y6.City dficielsreport that the increases are due to approximately 45% of the city's land being available for development and 60% of that land being developed within the next 5 to 10 years, Major development areas include a mixed use development along I- 94,the~O|dVl||age"oecMonoftheui(y.ondUhenorthem*d0ooftheciq/a|mngHighway3O.Reoentoodma0es show approximately 1,900 new homes being built in city in the next 10 years. Given the planned development for the area, it is expected that the tax base will experience significant growth in the medium term, The city iointhe process ofonny$rLmhnguuhutendo|water and sewer improvements throughout the city inorder 8naccommodate the planned development. The city has an Infrastructure Debt Participation Policy in place that requires infrastructure for private development Vobmfunded by the developer nrbenefiting parties. The city collects fees and special assessments at preliminary plat mitigating the risk of non-payment. Lake Elmo is primarily a bedroom community with the majority of residents commuting to employment opportunities throughout the Twin Cities area. Based upon net tax capacity, the city io77%residential and 15% commercial and industrial. The largest employer of city residents is 3M Company (Aa3 negative), which is headquartered in nearby Maplewood (Aal) and employs approximately 9,100. Management reports that the city's other major employers and taxpayers remain stable. The city has experienced ongoing population growth inrecent decades, including 17.G% growthbetween 2O0Oand 2010, and the Metropolitan Council (Minn -St. Paul Area) (Aaa stable) estimates thatthe city's 2010 population of 8'069nou(d grow to2U.5O0 by 2040. Washington Cmunty'n unemployment rate of3.7% in March of2015 remained below the national (5.6%) and state (4.5%) levels for same period. Lake Elmo's resident income levels significanfly exceed those of the nation, with median family income equivalent to184.1 % and ufthe nation. FINANCIAL OPERATIONS AND RESERVES: STABLE FINANCIAL OPERATIONS SUPPORTED BY HEALTHY RESERVES The oity'afinancial operations are expected to remain stable given its history of sound financial management and maintenance cfhealthy General FundUquidUyandresemao.Theokyhasdemonotratedconaervadvefinancha| management, having closed five out of the past six fiscal years with modest operating surpluses. Management attributes the surpluses to conservative budgeting of both revenues and expenditures. The city closed fiscal 2014 with e$4000operating | d a General Fd balance of$32 million,83 Y6 of revenues. Approximately $600,000 of the city's fund balance is reserved for an advance to the city's Old Village Fund. The entire balance is expected to be paid in full by 2016, The city's fiscal 2014 unassigned fund balance of $2.5 million, which is equivalent to 74.7% of revenues, remains healthy and above the city's policy of maintaining unassigned fund balance of 35% to 50% of budgeted operating revenues. For fiscal 2015, the city presented a balanced budget, and year to date estimates indicate that the city is on target and may expect a modest operating surplus of approximately $50,000 due to favorable budget fluctuations. Property taxes comprise 72.JY6ofLake Bmo's General Fund mvenues, and the oity's collection rate is high with few appeals. The city does not receive any local government aid from the state; therefore, i|iasubject tominimal risk associated with budgetary pressures at the state. The state implemented property tax limits for 2014 only, but the cap did not impact Lake Elmo anthe city had planned tokeep its levy flat, The city was party to a lawsuit along with the State of Minnesota seeking damages from 3M for allowing perfluorochemicals (PFCs) to leach into groundwater in Washington County over several decades. The city entered atolling agreement through October 2015, which allowed the city to negotiate with 3M and put on hold the statute of limitations should the city have decided to return to litigation. Conservatively, the city did not include any potential settlement money inits budget projections, and will use any such funds for one time expenditures orVo pay debt service. Liquidity In 2014, the city's unrestricted net operating cash position across major operating funds (GeneralFund and Debt Service Fund) was $8.5million orovery healthy 8G.QY6otrevenues. DEBT AND PENSIONS: MODERATE DEBT BURDEN WITH MODEST ADDITIONAL BORROWING PLANNED The city's direct debt burden is a moderate 1,7% of full value, and though some additional borrowing is planned, the debt burden is expected to remain manageable given the city's expected growth. The city's direct debt of $23 million mo\odon $13mi|\ion of GO debt that ia expected Uubwrepaid by Vhecity'e self-supporting water enterprise. The city's fixed costs related to debt service, inclusive of the GO debt supported by the water enterprise, were above average at 17.6% of operating expenditures in 2014, The city expects to issue an additional $2 million to $3 million ofGOdebt annually for water and sewer and road improvements over the next few years. Debt Structure All of the district's direct debt is fixed rate and amortizes over the long term. Principal amortization is below average with 66.3% of all debt retired in ten years. Debt -Related Derivatives The district has noderivative agreements. Pensions and OpE8 Moody's three year average adjusted net pension liubili� (yJNPU.mmughfisca|2O14in$3.3nN|ion.oquivalen to 0.3% of full value, and 0.8 times operating revenue. The ANPL is based upon our allocation of the reported unfunded liabilities oftwo multi -employer oout-yhmhn0penaionplano.theGenera)ErnployeenRednomentFvnd (GER| ) and the Public Employees Police and Fire Fund (PEPFF).and one single employer pension plan the Lake Elmo Firefighter's Relief Association plan. Moody's ANPL reflects certain adjustments we make to improve oom�a—bi|i\yofrmpo�edpension |iabi(ihen,The adjustments are not intended toreplace the oity'o,apo�edliability i�or'�jon.but <oimprove comparability with other rated entities. The actuarial valuation dates for the cost sharing plans are June 3D.2013.The c '000tm\fioual 2014contribution 0othe plans, was G86.0O0or2.1%ofoperating expenditures. MANAGEMENT AND GOVERNANCE: STRONG INSTITUTIONAL FRAMEWORK; SIZABLE RESERVES PROVIDE CUSHION Minnesota cities have an institutional framework score of "Aa" or strong. Cities rely on property taxes to fund the majority of operations followed by state aid. State Local Government Aid (LGA) typically comprise the second largest source d ranges aupprnximo\oly frum0% to8O%oronaverage 25%of8Frevenues. The State increased �aid for next biennium, after years ofstate aid cuts and stagnant aid. CNes typically have above average debt related expenditures. Notably, overall expenditures are predictable and cities have the ability to reduce expenditures ifnecessary, and benefit from unlimited operating levy authority. We believe management will continue to maintain positive to balanced operations based on the city's trend of growing reserves. KEY STATISTICS -2014Full value: $1.38i||ion -2014Estimated full value per capita: S164,000 '2008' O12Modianhanily income (as aY6oJUS): 1941% -Fiscal 2014AvaUab|o Operating Fund Balance: 73.5% -Fiscal 2009 to Fiscal 2014 Change in Available Operating Fund Balance as a % of revenues: 10.0% -Fiscal 2O14Operating Fund Cash Balance: 80,9% -Fiscal 20080uFiscal 2O14Change \nOperating FundCaxhBalanoaaom%cdmvenueo:1O,5% -Fiscal 2009 to Fiscal 2014 Average Operating Revenues / Operating Expenditures: 0.98x '{noWudons8Framework: Ae 'Net Direct DoDt/ Full Value, 1796 -Net Direct Debt / Operating Revenues: 5.0times '3' earavemge ofyNoody's ANPL/ Full Value: 0.3% '3'yeeraverage of[Noody'oANPL/Operating Revenues: O8times OBLIGOR PROFILE Located in Washington County (Aaa stable), the city lies along the eastern edge of the Twin Cities metropolitan region. The 201Dpopulation was 8.O88according tncensus estimates. LEGAL SECURITY The bonds are secured by the city's general obligation unlimited tax (GOULT) pledge to levy a dedicated debt service tax that is not limited by rate oramount. USE DFPROCEEDS Proceeds ofthe bonds will beused bzfinance street improvement and utility projects. PRINCIPAL METHODOLOGY The principal methodology used in this rating was US Local Government General Obligation Debt published in January 2014, Please see the Credit Policy page on www.moodys.com for a copy of this methodology. REGULATORY DISCLOSURES For ratings issued onaprogram, series ov ofdebt, this announcement provides certain regulatory disclosures in relation to each rating of a subsequently issued bond or note of the same series or category/class of debt or pursuant to a program for which the ratings are derived exclusively from existing ratings in accordance with Moody's rating practices. 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MJKK and MSFJ also maintain policies and procedures to address Japanese regulatory requirements, TI IF LAKE ELMO A4,4 \,/ DATE: REGULAR ITEM # AGENDA ITEM: Diedrich Property Townhouses (Lennar) — Preliminary Plat SUBMITTED BY: Kyle Klatt, Community Development Director THROUGH: Dean Zuleger, City Administrator REVIEWED BY: Planning Commission Nick Johnson, City Planner Jack Griffin, City Engineer July 7, 2015 SUGGESTED ORDER OF BUSINESS; Introduction of Item ............ ..... Development Director Report/Presentation ..... Development Director Questions from Council to Staff. ...... Mayor Facilitates Call for Motion .............. ........... Mayor & City Council Discussion Mayor & City Council Action on Motion ...... ..................................... Mayor Facilitates 15 POLICY RECCOMENDER: The Planning Commission is recommending approval of a preliminary plat for a new subdivision as requested by Lennar Corporation, The Subdivision Ordinance requires that the City Council review and approval a preliininary plat before an applicant may proceed with the preparation and recording of a final plat. The subdivision request is being made by Lennar for property presently owned by Tanuny Diedrich and Gerhard Rieder within the 1-94 Corridor planning area. FISCAL IMPACT: TBD — The City will require that the applicant enter into a developer's agreement with the City to specify the financial responsibilities for various aspects of the subdivision and related public improvements. The developer is expected to pay the Water Availability Charge for the entire development at the time a final plat is approved (currently $3,000 per unit) similar to other developments that are connecting to the Lake Elmo Avenue water main. SUMMARY AND ACTION REOUESTED: The City Council is being asked to consider a request for approval of a Preliminary Plat from Lennar Corporation for a 46-unit singled family attached (townhouse) development to be located on slightly over 15 acres of land immediately east of Lake Elmo Avenue and north of the Hunters Crossing development. The proposed development site is located within the City's 1- 94 corridor planning area, and is in an area guided for public sewer arid water services. The preliminary plat has been prepared in response to the City's Comprehensive Plan for the corridor, which guides this site for medium density urban residential development. The Staff report to the Planning Commission -- page 1 -- City Council Meeting [Regular Agencla Iein 15] July 7, 2015 concerning this request is attached to this memorandum, and includes a detailed summary of the request in addition to the detailed Staff review and recommendation. The Planning Commission is recommending approval of the preliminary- plat with several conditions of approval. The suggested motion to adopt the Planning Commission recommendation is as follows: "Move to adopt Resolution No. 2015-56 approving the Lennar Diedrich Townhouses prelintinaly plat 'pith 16 conditions of approval." LEGISLATIVE HISTORY/PLANNING COMMISSION REPORT: The attached staff report to the Planning Commission provides an overview of the request and a list of comments and recommendations from Staff In order to address the initial set of comments from the City, the developer prepared an updated site plan prior to the Planning Commission meeting that reduced the overall nurnber of units by two and that changed the originally planned private street to a public street meeting City specifications. Although the construction plans have not yet been updated, the 'Planning Commission's review focused on the updated site plan. The City will still need to review updated construction plans, and all previous review comments from the City Engineer and County Engineer will need to be addressed by the applicant. Since the Planning Commission meeting the developer has updated the landscape plan to provide a better overview of how the site will look when completed. The Planning Commission considered the preliminary plat at its June 22, 2015 meeting and conducted a public hearing on the applicant's request at this time. No one spoke at the public hearing. The Planning Commission discussed the request and specifically issues associated with the tinting of improvements to 5'1' Street, the updated site plan, and potential issues associated with the new configuration of lots. The Commission also noted that the developer would need to address an ownership issue in the extreme southwestern portion of the plat. Specifically, Ryland Homes owns a small remnant of land that is sandwiched between 5111 Street and the Lennar property. This property is shown as part of the Lennar plat, but it may be excluded from the subdivision based on the developers' continents at the meeting. If this is the case, four of the lots need be adjusted in order to provide adequate rear yard setbacks. This is not a major plat concern, but will need to be addressed as part of a final plat submission. The Commission adopted a finding of fact to document their concerns over this issue. The Commission further discussed the status ofparks in this area and the developer's request to pay a fee in lieu of land dedication. Commissioners adopted a motion to include a finding that there are no City parks within 1/2 mile of the subdivision site. The Commission also requested one additional condition of approval to clarify that the developer must secure a written agreement from Xcel Energy to perform the planned grading work within the existing power line easement. The conditions of approval as amended by the Planning Commission are incorporated into the draft resolution. The Planning Commission adopted a motion to recommend approval of the Preliminary Plat with the findings and conditions as noted in the attached Resolution 2015-56. The motion passed unanimously (7- 0). BACKGROUND INFORMATION (SWOT): Strengths The preliminary plat is consistent with the Comprehensive Plan and specifically the Urban Medium Density Residential land use classification. The project will connect to the Cottage Grove sewer interceptor via a connection to the gravity line constructed across the project site late last year. The project will connect to the Lake Elmo Avenue water main -- pave 2 -- City Council Meeting [Regular Agenda Item 15] July 7, 2015 Weaknesses Opportunities recently installed in this area. The two developers adjacent to 5th Street have not yet agreed to build this road as a joint project. The development will include 46 REC units and will pay connection fees for sewer and water service. The developer has committed to paying the water availably charge for the entire development ($138,000 based on the current fee schedule) with the first phase of the final plat. The project will include the construction of the initial segment of 5' Street to the east of Lake Elmo (which must either be constructed as a public project or privately by the developer). Threats • None identified. RECOMMENDATION: Based upon the above background information, Staff report and Planning Commission recommendation, it is recommended that the City Council approve the Lennar Diedrich Townhouses preliminary plat with the 16 conditions of approval as documented in the resolution of approval by taking the following action / with the following motion: "Move to adopt Resolution No. 2015-56 approving the Lennar Diedrich Townhouses prelhnintny plat with 16 conditions of approval." ATTACHMENTS: 1. Resolution No. 2015-56 2. Planning Commission Report (6/22/15) 3. Application Forms 4. Application Narrative and Information 5. Location Map 6. Tree Inventory 7, Review Comments: a. City Engineer b. Washington County Preliminary Plat and Plans (20 sheets) a. Revised Site Plan (Dated 6/19/15) b. Revised Landscape Plan (Dated 6/25/15) c. Cover Sheet d. Legend Sheet e. Existing Conditions f. Preliminary Plat g. Preliminary Site Plan h. Preliminary Utility Plan i. Preliminary Grading Plan j. Erosion Control Plan k. Preliminary Seeding Plan 1. Preliminary Street Profiles in. Details n. Landscape Plan o. Tree Preservation Plan -- page 3 -- CITY OF LAKE ELMO WASHINGTON COUNTY, MINNESOTA RESOLUTION NO. 2015-56 A RESOLUTION ,4PPROVING .4 PRELIMINARY PLAT FOR THE LENNAR DIEDRICH TOWNHOUSES WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Lennar Corporation, 16305 36th Avenue North, Plymouth, MN (Applicant) has submitted an application to the City of Lake Elmo (City) for a Preliminary Plat for the Lennar Diedrich Townhouses subdivision, a copy of which is on file in the City of Lake Elmo Community Development Department; and WHEREAS, the Lake Elmo Planning Commission held public hearing on June 22, 2015 to consider the Preliminary Plat request; and WHEREAS, the Lake Elmo Planning Commission has submitted its report and recommendation concerning the Preliminary Plat as part of a memorandum to the City Council from Community Development Director Kyle Klatt for the July 7, 2015 Council Meeting; and WHEREAS, the Lake Ehno Planning Commission adopted a motion recommending approval of the Preliminary Plat; and WHEREAS, the City Council reviewed the Preliminary Plat at its meeting held on July 7, 2014 and made the following findings of fact: 1) That the preliminary plat is consistent with the Lake Elmo Comprehensive Plan and the Future Land Use Map for this area. 2) That the preliminary plat complies with the City's Urban Medium Density Residential zoning district regulations. 3) That the preliminary plat complies with all other applicable zoning requirements, including the City's landscaping, storm water, sediment and erosion control and other ordinances with the plan revisions as requested by City Staff and consultants. 4) That the preliminary plat complies with the City's subdivision ordinance. 5) That the preliminary plat is consistent with the City's engineering standards provided the plans are updated to address the City Engineer's comments documented in a letter dated June 17, 2014. 6) That there are no City parks located within 'A mile of the proposed subdivision. Resolution No. 2015-56 7) That the updated development plans indicate that proposed structures on Lots 29-32 are located too close to the property line and that the development plans must be updated to move these structures to the required setbacks prior to the submission of a final plat. NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby approve the preliminary plat for the Lennar Diedrich Townhouses subdivision subject to the following conditions: ) The landscape plan and tree preservation plan shall be reviewed and approved by an independent forester or landscape architect in advance of the approval of a final plat and final construction plans. 2) The final landscape plan shall incorporate additional plantings where feasible adjacent to the shared property lines with parcel at 11490 Hudson Boulevard. 3) The applicant shall he responsible for updating the final construction plans to include the construction of all improvements within the Lake Elmo Avenue (CSAE 17) right-of-way as required by Washington County and further described in the review letter received from the County dated March 3, 2015. The required improvements shall include, but not be limited to the construction of a northbound right turn lane and southbound center turn lane. 4) The developer shall follow all of the rules and regulations spelled out in the Wetland Conservation Act, and shall acquire the needed permits from the Valley Branch Watershed District prior to the commencement of any grading or development activity on the site. 5) The applicant shall enter into a maintenance agreement with the City that clarifies the individuals or entities responsible for any landscaping installed in areas outside of land dedicated as public park and open space on the final plat. 6) The developer shall be required to pay a fee in lieu of park land dedication equivalent to the fair market value for the amount of land that is required to be dedicated for such purposes in the City's Subdivision Ordinance. A cash payment in lieu of land dedication shall be paid by the applicant prior to the release of the final plat for recording. 7) The applicant must enter into a separate grading agreement with the City prior to the commencement of any grading activity in advance of final plat and plan approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat, and said plan shall document extent of any proposed grading on the site. 8) All required modifications to the plans as requested by the City Engineer in a review letter dated June 17, 2015 shall be incorporated into the plans prior to consideration of a final plat. Resolution No. 2015-56 9) The applicant shall update all of the landscaping and construction plans to reflect the updated site plan that includes a public right-of-way within the project area. These updated plan shall be subject to review and approval by the City Engineer. 10) Although the updated site plan does not incorporate a private street, any request for flexibility from City regulations and standards must be considered and addressed as part of the final plat submission. 11) The final construction plans for the Diedrich Townhouses subdivision shall include, at a minimum, the northern portion of 5ffi Street if a joint construction project between the applicant and Ryland Homes does not proceed in advance of a final plat submission for the applicant's site. 12) The architectural covenants for the homeowner's association shall include provisions that discourage blank garage doors. All garage doors shall incorporate windows or decorative trim to minimize the visual impact of the garage -forward home design. 13) Prior to recording the Final Plat for any portion of the area shown in the Preliminary Plat, the Developer shall enter into a Developers Agreement acceptable to the City Attorney that delineates who is responsible for the design, construction, and payment of public improvements. 14) The site plan and construction plans shall be revised to include a sidewalk along at least one side of all streets within the subdivision. l 5) The applicant shall pay a Water Availability Charge consistent with the Lake Elmo Fee Schedule for the entire development prior to the release of the final plat for recording, regardless of project phasing. 16) The developer shall secure a written grading agreement from Excel Energy concerning the proposed grading activity underneath an existing power line easement across the property prior to submission of a final plat. Passed and duly adopted this 7th day of July 2015 by the City Council of the City of Lake Elmo, Minnesota. Mike Pearson, Mayor ATTEST: Buckie Gumatz, Deputy City Clerk Resolution No. 2015-56 ITEM: PLANNING COMMISSION DATE: 6/22/15 AGENDA ITEM: 4A — PUBLIC HEARING CASE # 2015-19 Diedrich Property Townhouses (Lennar) — Preliminary Plat and Conditional Use Permit SUBMITTED BY: Kyle Klatt, Planning Director REVIEWED BY: Nick Johnson, City Planner Jack Griffin, City Engineer SUMMARY AND ACTION REQUESTED: The Planning Commission is being asked to consider a Preliminary Plat request from Lennar Corporation for a 46-unit single-family attached (townhouse) development to be located on slightly over 15 acres of land immediately east of Lake Elmo Avenue and north of the Hunters Crossing development. The site is located within the 1-94 Corridor Planning Area and is therefore on property that has been guided for public sewer and water services. The application as originally submitted included a request for a Conditional Use Permit to allow the use of a private street to serve the individual townhouse units. The applicant has since updated the proposed site plan and plat to incorporate a public street within the development, which will eliminate the need for a conditional use permit. Staff is recommending approval of the request with conditions as listed in the below report. GENERAL INFORMATION Applicant: Lennar Corporation (Paul Tabone); 16305 36th Avenue North, Suite 600, Plyrnouth MN 55446 Property Owner: Tammy Diedrich and Gerhard Rieder, 7401 Wyndham Way, Woodbury, MN 55125 Location: Part of Section 36 in Lake Elmo, north of1-94, east of Lake Elmo Avenue, and south of the Cimarron Golf Course property. Immediately north of 404 Lake Elmo Avenue North, PID: 36.029.21,32.0002 Request: Application for a preliininary plat related to a 46-unit townhouse subdivision. A request for a conditional use pernnt is no longer need based on the submission of an updated site plan with a public street. Existing Land Use and Zoning: Surrounding Land Use: Vacant with fairly heavy tree cover. Current Zoning: RT — Rural Transitional; Proposed Zoning: MDR — Medium Density Residential North -- Cimarron Manufactured Home Park and golf course; East — Trans -City industrial building; West -- Rural Residential property and The Forest residential subdivision; South — PUBLIC HEARING ITEM 4a — ACTION ITEM Hunters Crossing single family residential development; also one existing home site adjacent to Lake Elmo Avenue. Surrounding Zoning: MDR - Medium Density Residential, RT - Rural Development Transitional; LDR - Low Density Residential Comprehensive Plan: Urban Medium Density Residential (4 - 7.5 units per acre) History: No history on file with the City. Site has been vacant or used for agricultural purposes for a long period dame. The sketch plan was reviewed by the City in February and March of 2015. Staff did not find any information in the City's land use files for the site that would impact the proposed subdivision. Deadline for Action: Applicable Regulations: Application Complete - 6/3/15 60 Day Deadline - 8/2/15 Extension Letter Mailed -- No 120 Day Deadline - 10/1/15 Chapter 153 - Subdivision Regulations Article 10 - Urban Residential Districts (MDR) §150.270 Storm Water. Erosion, and Sediment Control REQUEST DETAILS The City of Lake Elmo has received a request from Lennar Corporation for a preliminary plat for a 46 unit townhouse development tentatively called the Diedrich Property Preliminary Plat. Please note that the original application and all of the construction plans as submitted were for a 48-unit project utilizing a private street. Due to several issues concerning the original configuration of lots and in order to address City, County, and watershed district comments and concerns, the applicant has submitted a revised site plan that now includes a public street and a reduced number of lots. The applicant may still be seeking some variation from City standards in order to plat a public street, and Staff is suggesting that any variations from the City's zoning and subdivision regulations be addressed at the final plat stage. The City previously reviewed a sketch plan for the property earlier in the spring of this year, and the current application has been preceded by a Comprehensive Plan amendment that changed the future land use designation of this parcel from HDR - High Density Residential to MDR - Medium Density Residential. The site under consideration is situated between the Cimarron Golf Course and the Hunters Crossing development north of the planned 5th Street corridor and west of Lake Elmo Avenue. The property is currently vacant, and there is no record of any buildings or structures being constructed on the site. When the City was initially planning the trunk sewer line project to serve the Village Area, the original alignment of the trunk sewer through this property followed the northern and eastern property boundaries. After subsequent discussions with the property owners, this alignment was changed to the southern boundary of the site, within what eventually become the planned right-of- way for 5`h Street. The City has acquired easements for both 5'h Street and the sewer and water main serving this area that cross the southern property boundary of the applicant's property. These easements may eventually be vacated since the preliminary plat will formally dedicate the required right-of-way for the road, sewer, water, and other utilities as 5`h Street. A similar dedication of the road and utility right-of-way was provided with Hunters Crossing to the South. PUBLIC HEARING ITEM 4a - ACTION ITEM The proposed access into the development is now proposed to occur via a new public road immediately across from the entrance to Hunters Crossing (Lavern Avenue North), The City has previously approved the use of private roads to serve the townhouse units with Lermar's Savona subdivision, arid the plan as originally drawn out called for a private road to be used to access the proposed townhouses. The road as originally planned would have been located within a 30-foot wide Outlot, however, the City Engineer expressed concern that this outlot was not wide enough to accommodate all necessary infrastructure (both private and public) to serve the development. In order to address these (and other) concerns, the applicant has propose a modified plan that accommodates a public street meeting all City standards. This updated plan has been submitted as a supplement to the original application materials that still include a 30-foot outlot with a private street. Any future plan submissions and reviews will need to address revised review comments from Staff, and specifically, the City Engineer, prior to approval of a final plat. The overall site plan is generally consistent with sketch plan submitted earlier this year. The two notable exceptions are that the (now revised) preliminary plat reduced the overall number of units from 50 to 46. The developer is proposing to construct a sidewalk along the main entrance into the development in addition to a sidewalk connecting the western cul-de-sac with the planned 5`11Street trail. There are no interior sidewalks depicted on the preliminary development plans, and the applicant has stated that they believe that interior sidewalks will not be necessary given the low traffic volumes expected on the interior streets. Staff is recornmending that if the project does includes a public street and right-of-way meeting City standards that a sidewalk on one side of all street be included in the final development plans. One of the reasons that the applicant originally requested the use of a private street is that it would allow them to slightly vary the setbacks of the townhouse units in order to help minimize the visual impact of a row of townhouses all at the same setback. The developer is still looking for ways to add some variation to the setbacks, and will be seeking some minor modifications as part of the final plat submission in order to address this issue. Consistent with the City's specifications for the .5`1) Street roadway segment, the applicant has provided for a 100-foot wide right-of-way, which will provide sufficient room for the construction of a parkway with turning lanes, 10-foot bituminous trail, sidewalk, trees, lighting, and other design elements as planned by the City. In this case, the applicant is retaining the existing easement width of 110 feet at the intersection of 5'1' Street and Lake Elmo Avenue and narrowing the right-of-way down to match the 100 foot right-of-way platting within Hunters Crossing. Both Ryland Homes and Lennar are still working towards a joint project to build 5'h Street at one time verses splitting the construction up into northern and southern segments. The preliminary plat has been developed in response to the City's recently adopted Comprehensive Plan, which identifies all of the applicant's property for urban medium density residential development. The plat incorporates 46 single family attached lots, most of which are designed with widths around 40 feet each. Given the limited access to the site and relatively small nature of the property, the applicant has worked to incorporate some variety into the arrangement of lots as is possible given these restrictions. Public sanitary sewer service is presently available on the site, which was constructed as part of the Village trunk line project completed late last year. Water was extended to the site as part of the 2014 Lake Elmo Avenue water main project. Like other developments along this line, the developer will be expected to pay the full water availability charges for each planned lot ($3,000) at the time of the final plat, even if the project is broken up into different stages. PUBLIC HEARING ITEM 4a — ACTION ITEM 4 PLANNING AND ZONING ISSUES The Diedrich Townhouse site is guided for urban medium density development in the City's Coinprehensive Plan, and the appropriate zoning for the site will be MDR — Medium Density Residential. The actual rezoning of the property is a necessary step prior to development of this site that will need to be completed prior to approval of the final plat. The overall subdivision plan has therefore been prepared in order to comply with the district standards for the MDR districts in terms of lot size, lot widths, building setbacks, and other design criteria. Within the MDR district, townhouses are allowed that do not meet minimum frontage requirements or that are located along a private street as a conditional use permit. The planned road serving the townhouse lots extends due north from 5th Street and then splits east and west through the middle of the property to provide access to the townhouses. There are no planned connections to the east, west, or north of the property because these sites have previously been developed or will connect into .5`h Street once on either side of the site under consideration. Given the site characteristics and the inunediately adjacent land uses (which are all different than single family), the applicant has had to design the site as an isolated island that is impractical to connect to adjacent properties. The streets as originally planned and later updated will meet the City's minimum standards for construction. The sidewalks within the subdivision are limited to those mentioned in the previous section of this report, and there are no sidewalks planned along the east/west private road, Please note that the plat as originally submitted did not dedicate the amount of right-of-way that has been requested by Washington County. The County has previously requested that the developer dedicate an additional 42 feet of right-of-way along Lake Elmo Avenue, and that this right-of-way width be incorporated into the final plat. The additional right-of-way does impact the location of the planned storm water pond over Outlot A, and this pond and associated grading work will need to be adjusted in order to account for the expanded right-of-way. Updated plans must be reviewed and approved by the City. County, and Watershed District prior to the City's approval of a final plat for this subdivision. As noted in the preceding section, the developer has submitted an updated site plan that retains the same general layout, and configuration of lots, but changes the proposed private street outlot of 30 feet to a public right-of-way 60 feet in width. The additional right-of-way has been requested by the City Engineer to help ensure that there is adequate room for future maintenance and upkeep of public utilities (sewer, water, and other private utilities) within this subdivision. All final construction plans will need to be updated to reflect the public right-of-way and reconfiguration of lots. The preliminary site plan included as part of the application materials includes a description of the lot size, dimensions, and all required setbacks for the development. All of the lots meet the City's minimum area requirement of 4,000 for single-family attached lots in a MDR district, with the smallest lot proposed at 5,527 square feet. The site plans further illustrate that throughout the subdivision the lots will average 8,782 square feet, which exceeds the minimum requirements by a fairly wide margin. The following is a general summary of the subdivision design elements that have proposed as part of the Diedrich Townhouses preliminary plat and plans: Zoning and Site Information: • Existing Zoning: RT — Rural Transitional PUBLIC HEARING ITEM 4a — ACTION ITEM • Proposed Zoning: • Total Site Area: • Total Residential Units: • Proposed Density (Net): • REC Units from Comp Plan: Proposed Lot Dimensional Standards: • Min. Lot Width: • Lot Depth: • Lot Area: • Front Yard Setback: • Side Yard Setback: • Rear Yard Setback: Proposed Street Standards: • ROW Width — Local • ROW Width — Minor Collector • Street Widths — Local: • Street Width — Minor Collector MDR — Medium Density Residential 15.11 acres (includes Outlot D of Hunters Crossing) 48 4 units per acre 57 (based on a gross calculation) 40 ft. 134 ft. (140 ft. typical) 4,000 sq. ft. (8,000 typical) 25 ft. 10 ft. 20 ft. 60 ft. (potentially could be reduced to 50 ft.. for a limited access road) 110-100 feet 28 ft.(per City standard) Varies — parkway design proposed The standards listed above are all in compliance with the applicable requirements from the City's zoning and subdivision regulations, including the revised public street and associated right-of-way. Based on Staffs review of the preliminary plat, the applicant has demonstrated compliance with all applicable code requirements at the level of detail that is required for a preliminary plat. The applicant will need to address the review continents from the City and County, and the final plat and final construction plans will specifically need to be updated to reflect the wider public street right-of- way and expanded Lake Elmo Avenue (CSAH 17) right-of-way. Any variations from setbacks and other standards because of the amended road section will need to be addressed with the final plat. As with any new subdivision the City Code requires that a portion of the plat be set aside for public park use. In this case, the applicant is not proposing to dedicate any land specifically for a public park, and is instead asking to pay a fee in lieu of land dedication. This is not a site or general location that would suitable for a public park or any specific trail connections; therefore, Staff is supportive of the applicant's request to pay a fee instead of dedicating any public land with the subdivision. The required dedication for the 15.11 acre site would be 1.51 acres, or a cash payment of approximately $90,000 based on previous appraisals of land in this area, REVIEW AND ANALYSIS City Staff has reviewed the proposed preliminary plat, and has forwarded the plans to appropriate reviewing agencies in advance of the Planning Commission meeting. In general, the proposed plat will meet all applicable City requirements for approval, and any deficiencies or additional work that is needed is noted as part of the review record and can be imported in the final plat and final construction plans. The City has received a detailed list of comments from the City Engineer concerning the proposed subdivision; these comments arc attached to this report for consideration by the Planning Commission. PUBLIC HEARING ITEM 4a — ACTION ITEM 6 In addition to the general comments that have beenprovided in the preceding sections of this report. Staff would like the Planning Commission to consider the issues and comments related to the following discussion areas as well: • Comprehensive Plan. The proposed subdivision is consistent with the Lake Elmo Comprehensive Plan for this area and with the densities that were approved as part of this plan (as recently amended). The net densities for the development fall within the low end of the range allowed for the urban medium density, and depending on the specific amount of land that will be dedicated for 5th Street and Lake Elmo Avenue, this density will be somewhere in the 3.8 to 4.0 units per acre range. Given the site constraints and need to accommodate additional right-of-way within the plat, Staff has found that the proposed density is in keeping the spirit and intent of the Comprehensive Plan for this area. Other aspects of the Comprehensive Plan relate to the I-Eunter's Crossing subdivision as follows: o Transportation, The City's transportation plan calls for the construction of a minor collector road that will connect the eastern and western portions of the I-94 Corridor. Staff views this road as a critical piece of the transportation infrastructure that is needed to serve the densities that have been planned for this area. The City's previous acquisition of easements through this area anticipated the future alignment of 5'1) Street through the southern portion of the applicant's property and the proposed subdivision will officially plat this right-of-way with the final plat. Both Lennar and Ryland are still working towards a joint project to build all of .5th Street between their properties later this summer, and regardless of whether or not a joint project occurs, Lennar will need to build at least its half of 5`1' Street in order to provide access to the proposed townhouses. Staff will continue to work with both parties to work towards a joint project that addresses the needs of the private developers and the City for access, a Parks. The City's park plan identifies proposed locations for neighborhood parks based on the anticipated population that should be served by each park. This subdivision is located at the periphery of a park search area for the area east of Lake Elmo Avenue. During its review of the sketch plan for this subdivision, the Park Conunission did not recommend the dedication of land within the subdivision for a new park, and instead agreed with the developer's request to submit a cash payment in lieu of land dedication. Staff anticipates that a larger park that could be designed in conjunction with the School District near Oakland Junior High would better serve existing and future residents in this portion of the City. o Water. Public water service has been extended to this area via the public improvement project that installed a new water main along Lake Ehno Avenue last year. The final construction plans will need to abide by any reconunendations of the City Engineer concerning the extension of water service through this site to service other adjacent sites (which will likely not be required given the exiting development on either side of the applicant's site). o Sanitary Sewer. The developer will be required to connect to the gravity sewer main that has been installed under the .5`h Street right-of-way. The utility plans provided by the applicant document this connection. PUBLIC HEARING ITEM 4a — ACTION ITEM 7 o Phasing. The Leimar townhouse subdivision is located within the Stage 2 phasing area for the 1-94 Corridor. The City's Comprehensive Plan allows the City to consider accelerating development stages when adequate public services are available. In this case, the sewer and water projects already completed help this project meet this threshold. The developer will also be required to pay all water availability charges for the project at the time of platting regardless of project staging. Zoning. The proposed zoning for the site is MDR — Low Density Residential and the subdivision has been designed to comply with all applicable requirements of this zoning district. Subdivision Requirements. The City's Subdivision Ordinance includes a fairly lengthy list of standards that must be met by all new subdivisions, and include requirements for blocks, lots, easements, erosion and sediment control, drainage systems, monuments, sanitary sewer and water facilities, streets, and other aspects of the plans. The majority of these requirements have been addressed as part of the City Engineer's comments (which are detailed in the Engineer's comment letter) or have been reviewed as part of Staff's ongoing communications with the applicant regarding the project. The elimination of the private street will help the project comply with several of the concerns previously expressed by the City Engineer and other Staff. Infrastructure. The developer will be required to construct all streets, sewer, water, storm water ponds, and other infrastructure necessary to serve the development, Landscaping. The applicant has provided a landscape plan for the development that is intended to comply with the City's requirements for number, size and spacing of trees along the public streets. This plan should be reviewed by the City's consulting landscape architect prior to the submission of a final plat. The applicant has also submitted a tree inventory that documents the type and size of all trees on the property and all those that will be impacted by construction to determine compliance with the City's tree preservation and protection plan as described below. Tree Preservation and Protection. The City recently adopted a tree preservation and protection ordinance, and the applicant has prepared a tree inventory and tree preservation plan for the site. Overall, there are 1,387 caliper inches of trees on the subject property, and all of these trees will be removed in order to build the subdivision as planned. This means the developer will need to mitigate for 485 caliper inches (the amount that exceeds the allowed 30% removal) in accordance with the ordinance replacement schedule. The species and mix of replacement plantings should be also be reviewed by the City's consulting landscape architect. Green Belt/Buffer/Screening. There are no planned green belts or buffers on or around the site under consideration, The proposed landscape plan incorporates plantings along all edges of the property and within the internal outlots. Streets and Transportation. The proposed street system, as revised, has been designed to comply with all applicable subdivision requirements and City engineering standards. The developer must also commit to the construction of at least the northern portion of 5'h Street in PUBLIC HEARING ITEM 4a — ACTION ITEM order for the project to move forward as a final plat. The timing of this road will be somewhat dependent on whether or not Ryland and Lennar are able to come to an agreement to build 5`h Street as a joint project. The final construction plans should reflect how 5`11 Street will be built, and must include the northern portion if a join project does not move forward. The City has received and reviewed a complete set of construction plans for 5a' Street as part of the Hunters Crossing development. o County Comments. Comments received form Washington County during e concept plan review, which focus on needed improvements to Lake Elmo Avenue (CSAH 17) to serve the development, are included in an attached letter from the County's Senior Planner dated March 3, 2015. Staff is recommending that compliance with the County's comments be added as a condition of approval for the plat. Trails. The Planning Conunission comments c!uring the sketch plan review encouraged the developer to incorporate a trail connection between 5'1' Street and the easteni cul-de-sac. The developer has indicated that given the tight constraints on the site (even with the elimination of four units) that there is not sufficient room to provide for this trail connection. Staff would also like to note that the overall distance from the cul-de-sac to 511) Street is not a large distance even without a direct trail connection. Street Names. Staff has forwarded its recommendation for street names to Lennar, and these names should be included on the final plat documents. Adjacent Parcels. The proposed landscape plan includes additional plantings between the proposed townhouses and the industrial facility to the east. The landscape plan will need to be updated to reflect the revised site plan, and in particular, the plan should continue to provide for screening between the eastern -most townhouses and the adjacent industrial land. City Engineer Review. The City Engineer has provided the Planning Department with a detailed comment letter as a summary of his preliminary plat review. Staff has incorporated the more significant issues identified by the Engineer as part of the recommended conditions of approval, and has also included a general condition that all issues identified by the City Engineer must be addressed by the applicant prior to approval of a final plat for any portion of the Diedrich townhouses. With the general site plan revisions that have been proposed by the applicant, the construction plans will need to be updated to reflect this revisions. Any additional comments or concerns from the City Engineer that arise from the plan updates will need to be addressed as part of a final plat submission. Watershed District. The project area lies within the Valley Branch Watershed District and the developer will need to secure permits from the watershed district in order to proceed with the development as planned. One of the recommended conditions of approval is that the applicant receive plan approval from the watershed district prior to submission of a final plat for the subdivision. Storm Water Management. In order to accommodate the County's requirement for additional right-of-way along Lake Elmo Avenue, the developer has had to readjust the size and configuration of the planned storm water basin over Outlot A. The County will not allow any portion of the storm water facility to be located within its right-of-way; therefore, the PUBLIC HEARING ITEM 4a — ACTION ITEM 9 plans will need to be updated to reconfigure and adjust the location and size of this pond. These updated plans will be subject to review by the City Engineer and Valley Branch Watershed District. The developer is also requesting to use the proposed pond as part of a water re -use system through lawn irrigation, The City Engineer is seeking additional details concerning this system prior to making any recommendations concerning the viability of the system as proposed. Ftlashington County Review. County Staff has previously provided review comments to the City concerning the sketch plan for the Diedrich townhouses subdivision to the City in a letter dated March 5, 2015. The most significant of the County's concerns is that the applicant will need to make improvements to the County road system in order to provide the necessary access to the subdivision. As a condition of approval, Staff has noted that the applicant will be responsible for including all improvements to THI 7 as required by the County as part of the construction plans for the development. In addition, the County has noted that the required right-of-way dedication for Lake Elmo Avenue should be 92 feet as opposed to the 90 feet shown. This request does impact the proposed storm water plan as noted above. Based on the above Staff report and analysis, Staff is recommending approval of the preliminary plat with several conditions intended to address the outstanding issues noted above and to further clarify the City's expectations in order for the developer to move forward with a final plat. The recommended conditions are as follows: Recommended Conditions of Approval: I ) The landscape plan and tree preservation plan shall be reviewed and approved by an independent forester or landscape architect in advance of the approval of a final plat and final construction plans. 2) The final landscape plan shall incorporate additional plantings where feasible adjacent to the shared property lines with parcel at 11490 Hudson Boulevard. 3) The applicant shall be responsible for updating the final construction plans to include the construction of all improvements within the Lake Elrno Avenue (CSAH 17) right-of-way as required by Washington County and further described in the review letter received from the County dated March 3, 2015. The required improvements shall include, but not be limited to the construction of a northbound right turn lane and southbound center turn lane. 4) The developer shall follow all of the rules and regulations spelled out in the Wetland Conservation Act, and shall acquire the needed permits from the Valley Branch Watershed District prior to the commencement of any grading or development activity on the site. 5) The applicant shall enter into a maintenance agreement with the City that clarifies the individuals or entities responsible for any landscaping installed in areas outside of land dedicated as public park and open space on the final plat. 6) The developer shall be required to pay a fee in lieu of park land dedication equivalent to the fair market value for the amount of land that is required to be dedicated for such purposes in PUBLIC HEARING ITEM 4a — ACTION ITEM 10 the City's Subdivision Ordinance, A cash payment in lieu of land dedication shall be paid by the applicant prior to the release of the final plat for recording, 7) The applicant must enter into a separate grading agreement with the City prior to the commencement of any grading activity in advance of final plat and plan approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat, and said plan shall document extent of any proposed grading on the site, 8) All required modifications to the plans as requested by the City Engineer in a review letter datedJune 17, 2015 shall be incorporated into the plans prior to consideration of a final plat. 9) The applicant shall update all of the landscaping and construction plans to reflect the updated site plan that includes a public right-of-way within the project area. These updated plan shall be subject to review and approval by the City Engineer. 10) Although the updated site plan does not incorporate a private street, any request for flexibility from City regulations and standards must be considered and addressed as part of the final plat submission. 11) The final construction plans for the Diedrich Townhouses subdivision shall include, at a minimum, the northern portion of 5th Street if a joint construction project between the applicant and Ryland Homes does not proceed in advance of a final plat submission for the applicant's site. 12) The architectural covenants for the homeowner's association shall include provisions that discourage blank garage doors. All garage doors shall incorporate windows or decorative trim to minimize the visual impact of the garage -forward home design, 13) Prior to recording the Final Plat for any portion of the area shown in the Preliminary Plat, the Developer shall enter into a Developers Agreement acceptable to the City Attoniey that delineates who is responsible for the design, construction, and payment of public improvements. 14) The site plan and construction plans shall be revised to include a sidewalk along at least one side of all streets within the subdivision. DRAFT FINDINGS Staff is recommending that the Planning Coirunission consider the following findings with regards to the proposed Lennar/Diedrich Townhouses preliminary plat: • That the preliminary plat is consistent with the Lake Elmo Comprehensive Plan and the Future Land Use Map for this area. That the preliminary plat complies with the City's Urban Medium Density Residential zoning district regulations. PUBLIC HEARING ITEM 4a — ACTION ITEM 11 That the preliminary plat complies with all other applicable zoning requirements, including the City's landscaping, storm water, sediment and erosion control and other ordinances with the plan revisions as requested by City Staff and consultants That the preliminary plat complies with the City's subdivision ordinance. That the preliminary plat is consistent with the City's engineering standards provided the plans are updated to address the City Engineer's comments documented in a letter dated June 17,2014, RECCOMENDATION: Staffrecommends that the Planning Commission reconmiend approval of the Lennar/Diedrich preliminary plat with the 14 conditions of approval as listed in the Staff report. Suggested motion: "illove to recommend approval of the Lennar/Diedrich preliminaiy plat with the 14 conditions o approval as drafted by Staff" ATTACHMENTS: 1. Application Forms 2. Application Narrative and Information 3. Location Map 4. Tree Inventory 5. Review Comments: a. City Engineer b. Washington County 6. Preliminary Plat and Plans (20 sheets) a. Revised Site Plan (Dated 6/19/15) b. Cover Sheet c. Legend Sheet d. Existing Conditions e. Preliminary Plat 1 Preliminary Site Plan g. Preliminary Utility Plan h. Preliminary Grading Plan i. Erosion Control Plan j. Preliminary Seeding Plan k. Preliminary Street Profiles 1. Details m. Landscape Plan n. Tree Preservation Plan ORDER OF BUSINESS: - Introduction ... . Planning Staff PUBLIC HEARING ITEM 4a — ACTION ITEM 12 - Report by StatT................... ..... ........ ...... ..... ....,..........Planning Staff - Questions from the Commission.... ....... Chair & Commission Members Open the Public Hearing. Chair Close the Public Hearing Chair Discussion by the Commission Chair & Commission Members Action by the Chair & Con-unission Members PUBLIC HEARING ITEM 4a — ACTION ITEM Date Recei Received By LU Filet THE CITY OF LAKE ELMO PRELIMINARY PLAT APPLICATION Applicant: ( Address: 1C)5cX1 A-0E: rAccnk-3 PL*142A )7117 Phone #: 75-2, - 24'5 Email Address: -71466.4 ce?L.LkJ Fee Owner: Address: Phone #: Email Address: 651-747-3900 3800 Laverne Avenue North Lake Dm MN 55042 Property Location (Address and Complete (long) Legal Description: Lex44ret) leitzg.K/ f-14-0 i/4 - roc:Frjg.- pp-6LLA14-ftr-,4 pt_pr."- General informafion of proposed subdivision: 7K5'Cr:AYMZ) i•LiZee-t---Lti94r5 -4- cy..AYa--- Conducted pre -application meeting with Staff? EK:is No In signing this application, I hereby acknowledge that I have read and fully understand the applicable provisions of the Zoning Ordinance and current administrative procedures. 3 further acknowledge the fee explanation as outlined in the application procedures and hereby agree to pay all statements received from the City pertaining to additional application expense. Signature of applicant Date: Signature of Fee Own d-f Date: S:\FORMS\Plannng Dept FOM1S PORTIi15 - Forms - Current1Prelirninary Plat Application only 10.7.13.docx Revised 3/1012014 2:31 PM Date Received: Received By: Permit It THE CITY OF LAKE ELMO 651-747-3900 3800 Laverne Avenue Nodh Lake Elmo, MN 55042 LAND USE APPLICATION El Comprehensive Plan 0 Zoning District Amend [13 Zoning Text Amend 0 Variance*(see below) El Zoning Appeal rE/C--onditional Use Permit (C.U.P.) C1 Flood Plain C.U.P. CI Interim Use Permit (1,10.) 0 Excavating/Grading 0 Lot Line Adjustment 0 Minor Subdivision Ell Residential Subdivision Sketch/Concept Plan El PUD Concept Plan 0 PUD Preliminary Plan 0 PUD Final Han Applicant: 5 tiLikt.g- 86C' `741130 tie; Address: Phone # Email Address: Fee Owner: Address: Phone # Email Address: Property Location (Address and Complete (long) Legal Description: _ Detailed Reason for Request 1 6Fa--iO - P A 4 0,41t: -12 4(57-3 Catk-r---" • 'Variance Requests: As outlined in Section 301.060 C. of the Lake Elmo Municipal Code, the applicant must demonstrate practical difficulties before a variance can be granted. The practical difficulties related to this application are as follows: In signing this application, I hereby acknowledge that I have read and fully understand the applicable provisions of the Zoning ordinance and current administrative procedures. I further acknowledge the fee explanation as outlined in the application procedures and hereby agree to pay all statements received from the City pertaining to additional application expense. Signature of applicant (-72'v•—--. Date: Signature of fee owner. Dale: (74/ 2_`/ /2(2o; THE CITY OF LAKE ELMO AFFIRMATION OF SUFFICIENT INTEREST I hereby affirm that I am the fee title owner of the below described property or that I have written authorization from the owner to pursue the described action. Name of applicant (Please Print) Street address/legal description of subject property 9 ( Date 6-1 // If you are not the fee owner, attach another copy of this form which has been completed by the fee owner or a copy of your authorization to pursue this action. Lake Elmo City Hall 651-747-3900 3800 Laverne Avenue North Lake Elmo, MN 55042 -171 If a corporation is fee title holder, attach a copy of the resolution of the Board of Directors authorizing this action. If a joint venture or partnership is the fee owner, attach a copy of agreement authorizing this action on behalf of the joint venture or partnership. Revised 9;11/2013 3:04 PM ANL (Tv, \KE ACKNOWLEDGEMENT OF RESPONSIBILITY Lake Elmo City Hall 651-747-3900 3800 Laverne Avenue Ncrth Lake Elmo, MN 55042 This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have read and understand the instructions supplied for processing this application. The documents and/or information I have submitted are true and correct to the best of my knowledge. I will keep myself informed of the deadlines for submission of material and of the progress of this application. I understand that this application may be reviewed by City staff and consultants. I further understand that additional information, including, but not limited to, traffic analysis and expert testimony may be required for review of this application. I agree to pay to the City upon demand, expenses, determined by the City, that the City incurs in reviewing this application and shall provide an escrow deposit to the City in an amount to be determined by the City. Said expenses shall include, but are not limited to, staff time, engineering, legal expenses and other consultant expenses. I agree to allow access by City personnel to the property for purposes of review of my application. Signature of applicant Name of applicant (Please Print) Name and address of Contact (if other than applicant) RevisM 9;11/2013 384 Pt IL Mr. Kyle Klatt CommunityDevelopment Director City of Lake Elmo, MN Dear Kyle: „„Ar43ak. Lennar Corporation is pleased to submit the preliminary plat application for a twin home community located on the Diedrich property (PIN 36.029.21.32.0002) along Lake Elmo Avenue. The proposed preliminary plat is in substantial conformance with the sketch plat for the property that was reviewed by the City during February. There are some modifications we wish to acknowledge with this submittal. In finalizing the design and layout, it was determined that homes were too close when private walks were added; private sidewalks were overlapping each other, especially when homes were located around the curves of both cul-de-sacs that were show-n in the sketch plat. The wider public rights of way were overdesigned, and also resulted in tight spacing around each cul-de-sac. Additionally, units 38-23 all had fronts located along the same setback line, resulting in a stretch of homes that had no variation in placement. To remedy these issues and open up the design a bit more, 2 units were eliminated to allow more space between the twin homes, resulting, in a total of 48 units. The easterly cul-de-sac has also been modified into a loop road with an outlot in a center island. This allowed us to space out the layout of the homes while providing an open space area for residents. Side setbacks have also been modified to a minimum of 7.5 feet. Because the entire interior street system is now set up as a private street, and side setbacks have been slightly modified to achieve a better fit between units, we are requesting that a CUP be processed as a master plan of development for this site primarily for the private roads, as was done in the townhome area for Savona. It should be noted that the width of the paved area is still 28' back to back; only the right of way has been reduced. The remainder of the site meets the minimum design requirements for the MDR District, with the exception of the modified setback, which can be governed by a CUP. The transition of the interior streets from public to private roads results in the opportunity for a HOA to maintain the streets, and the MDR District Density of 4 to 7 dwelling units per acre can still be achieved when right of way and pond areas are excluded. 16305 36th Avenue N, Suite 600 Plymouth, MN 55446 L Enclosed you will find the following project documents: o 5 sets of full-size plans, 1 digital set, 1.0 reductions size 1 1x17 • Signed and dated application & escrow deposit check o Current title commitment o Mailing labels — 750' radius o Vacation Exhibit for a portion of5" Street We are confident that this layout enhances the site design from what was initially presented in the sketch plat, and are excited about a new prospective community in the City of Lake Elmo. Please contact me with any questions. and I look forward to working with you. Sincerely, Paul J. Tabone Land Entitlement Mgr Lennar Minnesota e Esn. DigltalGiobe,77GeoEye.,1-cube 4,'ero ric16-irgarliS71i;Pa.th061 se Location Map: Diedrich Property (PIN: 36.029.21.32.0002) Tiii3 ( )1, LAKE ELMO Data Scource: Washington County, MN 10-22-2013 Diedrich Property 0 250 500 I i 1"=500' 1,000 Feet I Diedrich Property Tree Inventory Lake Elmo, Minnesota April 29, 2015 Tree Inventory by: Ken Arndt Forest Ecologist/Wetland Specialist Midwest Natural Resources, Inc. 1032 West Seventh St. #150 St. Paul, MN 55102 (651)-788-0641 Tree Preservation Plans provided by: engineering 2422 Enterprise Drive Mendota Heights, MN 55120 651-681-1914 # Tree Tag fl Size (DBH 1 1701 12/10 2 1702 15 3 1703 15 4 1704 16/10 5 1705 6 1706 8 7 1707 9 8 1708 8 9 1709 8 10 1710 8 11 1711 8 12 1712 8 13 1713 10 14 1714 8 15 I 1715 9 16 1716 8 17 1717 8 18 1718 8 19 1719 I 8 20 1720 8 21 I 1721 22 1722 8 23 1723 8 24 1724 8 25 1725 8 26 1726 12 27 1727 28 I 1728 9 29 1729 12 30 1730 8 31 1731 11 32 1732 10 33 1733 8 34 1734 8 35 1735 9 36 1736 3 10 37 1737 9 38 1738 9 39 1739 10 40 1740 8 41 I 1741 8 42 1742 10 43 1743 9 44 1744 8 45 1745 9 46 1746 8 717-1 1747 8 48 1748 8 49 1749 8 1750 9 1751 9 1752 8 1753 8 4 1754 10 5 1755 10 6 1756 8 50 51 52 53 Siberian Elm Siberian Elm Jack Pine Jack Pine Red Pine Jack Pine Jack Pine Jack Pine Jack Pine Jack Pine Jack Pine Jack Pine Jack Pine Jack Pine Jack Pine Jack Pine Jack Pine Jack Pine Jack Pine ack Pine Jack Pine Red Pine (Red Pine Quaking Aspen Jack Pine ck Pine Scotch Pine ack Pine Scotch Pine Jack Pine (Jack Pine 'Jack Pine IJack Pine 'Jack Pine jRed Pine IRed Pine 'Jack Pine IJack Pine 'Jack Pine Scotch Pine Jack Pine Jack Pine Scotch Pine Jack Pine Jack Pine IJack Pine I Red Pine Common Name Scientific Name Siberian Elm Ulmus pumila Honey Locust Gleditsia trieconthos Ulmus pumila Ulmus pumila Pinus banksiana Pinus banksiona IPinus resinoso Pinus banksiona Pinus bonksiano Pinus banksiona Pinus banksiana Pinus banksiona Pinus banksiana Pinus bonksiano Pinus bonksiano IPinus banksiona IPinus banksiona Pinus banksiana Pinus banksiono Pinus bonksiano Pinus banksiona Pinus banksiona Pinus banksiona Pinus resinosa IPinus resinosa IPopulus tremuloides jpinus banksiono Pinus banksiono Pinus sylvestris Pinus banksiona Pinus sylvestris Pinus bonksiono Pinus banksiona Pinus banksiana Pinus banksiona Pinus banksiana 'n Pinus resinosa Pinus bonksiano Pinus banksiono Pinus bonkslona Pinus sylvestris Pinus bonksiano Pinus banksiona Pinus sylvestris Pinus banksiona Pinus banksiona Pinus bonksiano Pinus resinoso Notes offsite offsite offsite offslte offsite Total Conifer Common Remove Remove Remove heavy psucker damage along trunk heavy sapsucker damage along trunk 8 8 8 12 10 8 8 9 10 9 9 10 8 8 10 9 heavy sapsucker damage along trunk Jack Pine Jack Pine Red Pine Red Pine I Red Pine Red Pine Red Pine Pinus banksiana Pinus banksiona Pinus resinoso Pinus resinosa Pinus resinosa Pinus resinosa Pinus resinosa 8 8 8 8 8 9 9 8 8 10 10 8 8 8 9 8 8 8 8 10 8 9 8 8 8 8 8 10 8 8 8 8 8 9 0 8 8 10 9 9 10 8 8 10 9 8 12 # Tree Tag t Sze (D H " Common Name Scientific Name 57 1757 8 Red Pine Pinus resinosa 58 I 1758 13 Scotch Pine Pinus sylvestris 59 I 1759 8/6 Red Pine Pinus resinosa 60 1760 10 Red Pine Pinus resinosa 61 1761 10 Jack Pine Pinus bonksiana 62 1762 8 Jack Pine Pinus banksiono 63 1763 10 Red Pine Pinus resinosa 1764 8 Scotch Pine Pinus sylvestris 65 1765 8 Jack Pine Pinus banksiana 66 1766 8 Jack Pine Pinus banksiana 67 1767 9 Red Pine Pinus resinosa 68 1768 8 Jack Pine Pinus bonksiona 69 1769 9 Jack Pine Pinus banksiono 70 1770 9 Jack Pine Pinus banksiano 71 1771 I 10 Scotch Pine Pinus sylvestris 72 1772 8 Red Pine Pinus resinoso 73 1773 I 9 Red Pine Pinus resinosa 74 1774 8 Red Pine Pinus resinosa 75 1775 8 Red Pine Pinus resinosa 76 1776 8/6/6 Red Pine Pinus resinosa 77 1777 8 Red Pine Pinus resinoso 78 1778 8 Red Pine Pinus resinosa 79 1779 8 Red Pine Pinus resinosa 80 1780 8 Red Pine Pinus resinosa 81 1781 9 (Red Pine Pinus resinosa 82 1782 9 IRed Pine Pinus resinoso 83 1783 8 Red Pine Pinus resinosa 84 1784 9 Red Pine Pinus resinosa 85 1785 8/7 Red Pine Pinus resinosa 86 1786 12 5cotch Pine Pinus sylvestris 87 1787 9 Red Pine JJsresInosa 88 1788 J 8 Red Pine Pinusresinosq 89 1789 I 8 IRed Pine Pinus resinosa 90 1790 I 9 IRed Pine Pinus resinoso 91 1791 I 8 Red Pine Pinus resinosa 92 1792 I 8 Red Pine Pinus resinosa 93 1793 I 8 Red Pine Pinus resinosa 94 1794 I 8 Red Pine Pinus resinoso 95 1795 9 Jack Pine Pinus banksiono 96 1796 9/8 5cotch Pine Pinus sylvestris 97 1797 8 Scotch Pine Pinus sylvestris 98 1798 12 Cottonwood Populus deltoides 99 1799 8 !Red Pine Pinus resinosa 100 1800 8 Red Pine Pinus resinoso 201 1801 9 IRed Pine Pinus resinosa 102 1802 I 9 Red Pine Pinus resinosa 103 1803 I 8/7 Red Pine Pinus resinosa 104 1804 / 9 Red Pine Pinus resinosa 0 1 0 9/7 Red Pine Pinus resinosa 106 180612 Siberian Elm U/mus pumila 107 1807 1 13 Box Elder Acer negundo 108 1808 8 Red Pine Pinus resinosa 109 1809 9 Red Pine Pinus resinoso 110 1810 3 8 Red Pine Pinus resinosa 111 1811 9 Red Pine Pinusresinosa 1Notes heavyhavy sapsucker damage along trunk 'toppled but alive I 112 1812 J 8 Red Pine Pinus resinosa Total Conifer Remove Remove 8 8 L 4 10 10 8 10 8 8 8 9 8 9 9 10 8 9 8 8 20 9 8 8 9 8 8 8 8 9 17 8 12 8 8 9 9 15 9 16 12 13 8 9 8 4 10 10 8 10 8 8 8 9 8 9 9 10 8 9 8 8 20 8 8 8 8 9 8 9 15 8 8 9 9 15 9 16 8 9 8 9 a Common Remove 12 13 113 114 115 116 7 119 120 121 122 Tree Tag # 1813 1814 1815 1816 1817 1818 1819 1820 1821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1832 136 137 138 141 142 143 144 145 146 147 153 154 155 156 1834 1835 1836 1837 1838 1839 1840 1841 1842 1843 1844 1845 1846 1847 1848 1849 1850 1851 1852 1853 1854 1855 1856 Size (DBH ") Common Name Scientific Name 8 Red Pine Pinus resinoso 8 Red Pine Pinus resinosa 8 Red Pine Pinus resinoso 8 Red Pine Pinus resinoso 9 Red Pine Pinus resinoso 15 Siberian Elm U/mus pumilo 20 Siberian Elm Ufmus pumilo 12 Siberian Elm Ulmus pumila 14 Siberian EIm Ulmus pumila 12 Siberian Elm Litmus pumilo 13 Siberian Elm Ulmus pumilo 8 8 Red Pine Pinus resinoso Red Pine Red Pine Pinus resinoso 8 Pinus resinosa 8/8 Red Pine Pinus resinosa 8/6 Red Pine Pinus resinoso 8 Red Pine Pinus resinoso 9 Jack Pine Pinus banksiana 8 Red Pine Pinus resinosa 9 Red Pine Pinus resinoso 10 !Red Pine Pinus resinoso Notes 8 'Scotch Pine Pinus sylvestris 9 'fed Pine Pinus resinosa 8 'Red Pine Pinus resinoso 8 'Scotch Pine Pinus sylvestris 8/8/8 'Scotch Pine 'Pious sylvestris 8/8 'Red Pine IPinus resinoso 9/9 'Scotch Pine IPinus sylvestris 8 'Red Pine 1Pinus resinosa 8 IRed Pine Pinus resinosa 9 Scotch Pine Pinus sylvestris 8 Red Pine [ysresi 9/8 Red Pine Pinus 9 'Red Pine Pinus resinosa 8 Red Pine Pinus resinosa 8 Red Pine Pinus resinoso 14 Siberian EIm , Ulmus pumila 8/6 Red Pine Pinus resinoso 8/6 'Red Pine IPinus resinosa 9 'Jack Pine Pinus bankslano 8 'Red Pine Pinus resinosa 8 'Scotch Pine Pinus sylvestris 8 (White Spruce Picea alba 8 'White Spruce Picea alba Trees that are toppled or have heavy sapsucker damage are not included In totals Totals: Total Conifer Common Remove Remove Remove 8 8 8 8 8 9 15 20 12 14 8 8 8 9 8 8 8 8 16 16 14 14 8 18 9 9 8 8 9 9 10 10 8 8 9 8 8 8 8 24 24 16 16 18 18 8 8 9 9 17 17 9 9 8 a 8 14 14 14 14 14 9 9 Total Inches: Allowable removal: 30% 'Total Removal: Removal over threshold: Mitigation for conifers: 50% 486" required mitigation 8 8 8 8 8 8 8 18 1263 1387 416.1 1387 970.9 485.45 15 20 12 14 14 ��/��J��UK� .~.�.".~�.^r�.°`�^^'"' Date: June l7,ZOlS ENGINEERING, inc. CamGehpsn P.E. Jack Griffin, p.s. Ryan 8tompskiP.E Chad Isakson, P.E. 651.300.4281 651.300.4264 651.300.4207 651300.4283 To: Kyle K|att,Planning Director Re: DiedhchPnzperty-PreUminaryPianRaview Fno/n� Jack Griffin, PE,City Engineer An engineering review has been completed for the Preliminary Plat submittal for the Diedrich Property. The submittal consisted of the following documentation prepared by Pioneer Engineering: « Diedrich Property Preliminary Plan Set, Sheets 1,14,Lland T1,dated June 17,2O15, ° StormvvaterManagement Plan dated June 3,ZOl5. STATUS/FINDINGS: Engineering has prepared the following review comments: - PRELIMINARY PLAT ~ QodotA is proposed as City owned to accommodate the storm water pond with an HOA owned and operated water re -use irrigation system. See comments below under Stormwater Management. • Oudnt Q is proposed as HOAowned to accommodate "Private Street". See comments below under residential streets. � The applicant must submit tothe City written correspondence from the County indicating that adequate [SAH 17 R/VV is being dedicated as port of this Plat. If additional R/VV is required by the County the Plat must be revised and resubmitted. * The plat must be revised to include the Xcel Energy Transmission Easement along the north property line. ° Permanent grading and drainage easements are required to implement the improvements as proposed. These easements must be obtained prior to grading activities and prior to the City accepting an application for final plat, All public improvements constructed to support the development must be designed and constructed in accordance with the City Engineering Design Standards Manual available on the Citv website and dated February 2015.. GRADING PLAN, ST0RMWATERMANAGEMENT AND STORM SEWER SYSTEM ° The site plan bsubject to a storm water management plan meeting State, V8VVD and City rules and regulations. Storm water facilities proposed as part of the she plan to meet State and VBVVD permitting requirements must be constructed in accordance with the City Engineering Design Standards Manual available on the City website. A finalized storm water management plan must be approved by the City and the V8VVDpermit must beobtained prior tograding activities. � The 5tormwaterManagement Plan incorporates storm water re -use through lawn irrigation. The re -use system is necessary for the applicant's plan to meet State and Watershed permit requirements for water quality treatment (volume control). OudotA is proposed as City owned toaccommodate the storm water PAGE 1 of 4 pond. The water re -use irrigation system is proposed to be HOA operated and maintained on City property. Details of this plan are limited in the application, The following considerations should be noted. � Stonnwaterne'use,when implemented correctly can be an effective method to reduce reliance of potable water use while reducing storm water discharges. it would help to ,educe peak demands on the potable water system that typically occurs during the summer irrigation and landscape watering season. These benefits make storm water re -use worth consideration. However, the City has no design standards or guidelines for implementation and currently has no experience with storm water reuse operations. � The two most notable concerns for storm water reuse includes the pollutants in the storm water (addressing treatment needs) and designing a system that provides a properly balanced hydraulic system (sizing the storage, and balancing the drawdown to the projected use in a variable climate). � Pollutants in the storm water reuse system may be a concern for three basic reasons: 1) the health risks associated with human contact; 2) the impact oothe environment given the various uses (i.e. bacteria or chlorides from salts); 3) issues for the system equipment and operational impacts. �~ P/eUminarvNat should beconditioned uoonthe foUow)nA: • The developer most oi8o an operation and maintenance agreement for the storm water reuse system in aforrn acceptable tuthe City Attorney. The agreement must indemnify and hold harmless the City from any and all activities related to the developer and HOA's operation of this system. • The storm water pond must be designed with a hydraulic capacity acceptable to the City Engineer that ensures adequate flood protection without accounting for any water reuse from the system. • The storm water pond must be designed and constructed in accordance with the City Engineering Design Standards. = A detailed design of the irrigation system together with a detailed operations and maintenance plan must besubmitted prior toany grading orconstruction activity onthe site. ' Per City requirements, all storm water facilities, including infiltration basins, must be placed in 0udotv deeded to the City for maintenance purposes. The Stn/mwater Fad|ityOut|otS must fully incorporate the l0UiearHVVL,1Ufoot maintenance bench and all maintenance access roads. � The pond grading must be revised to add a 10-foot maintenance bench around the entire pond, per the standard pond detail, �~ The maintenance access road must be revised toaccess the pond from 5*Stre*t North' not{3AH 17. ' Overland emergency overflows or outlets will be required as part of the site plan and must be located within drainage easements, must be in Bold Type on the plans, and must provide l foot of vertical separation to the low opening of any building structure. Lot information details must include the lowest opening in addition tothe lowest floor elevation. * The ultimate discharge 'ate and location is an important consideration to avoid negative impacts to downstream properties. The storm water management plan indicates the pond outfall pipe to discharge to the northerly property. The plan as proposed cannot be implemented without permanent drainage and utility easements from the adjacent property. Permission should be provided tothe City prior to accepting a final plat application orallowing grading activities. � Significant grading is proposed along the northerly property to accommodate many of the proposed building pads. Without written permission to permanently alter grades an the adjacent property, the site would require a redesign. Property owner permission or easements should be provided to the City prior to accepting afinal plat application orallowing grading activities. n The storm sewer system shall be designed to maintain the City standard minimum pipe cover of 3.0 feet. � Per City requirements all storm sewer pipe easements must be a minimum 30-feet in width. � The maximum allowable Curb run along streets without catch basins is 350feet. Catch basins should be added along Street B, easterly cu|'de'sacto maintain maximum curb run ef3SDft� ° Sump manholes are required prior to all discharge points, located at the last manhole or catch basin prior toleaving apaved area. All sump manholes must he4-footdeep. PAGE 2 of 4 MUNICIPAL SANITARY SEWER ° Municipal sanitary sewer service is readily available within the Slh Street R/W located adjacent to the plat. ° The applicant is responsible to extend the munidpa| sanitary sewer Uo the development to serve the proposed properties. ° No trunk sewer oversizing is anticipated. The area can be served without a lift station. ° Sanitary sewer must be realigned to better maintain street centerline alignment. w The sanitary sewer is proposed to be placed whhinOu|ct B\o be HOA owned and maintained as o private street. The Oudot width must be a minimum of4Ofeet with a 5 foot drainage and utility easement along each side of the streetfor the corridorto be acceptable for the placement of publicly owned and maintained MUNICIPAL WATER SUPPLY * Municipal water service is readily available within the 51" Street K/VV located adjacent to the plat. ° The applicant is responsible to extend municipal water into the development to serve the proposed properties, w Two connection points tothe existing City system should berequired. • Notrunk vvatermainoveobingisanticipated for this development, * Additional hydrants and system valves will berequired aspart of the final design. ° VVatunnain must be realigned to maintain 10-fnnt separation from the sanitary sewer once the sanitary sewer isrealigned aopreviously noted. * Them/atermain is proposed to be placed within Ou|ot 8to be HOA owned and maintained as a private street The Out|ot width most be a minimum of4U feet with a S hoot drainage and utility easement along each side ofthe street forthe corriclorto be acceptable forthe placement of publicly owned and maintained TRANSPORTATION IMPROVEMENTS o Access tothe development must be from S*Street as shown, directly across from the Hunters Crossing access roadway. * The applicant will be responsible to constructthe north half of 5" Street from CSAH 17 to the east plat edge mfthe Hunters Crossing development. This improvement must becompleted adthe developer's cost, * The plat must dedicate the existing 5'� Street roadway easement as City R/VV. The plan indicates the minimum 100 foot R/W as required. A ten (10) foot utility easement must be provided along the north side of the 5`^Street R/VV. � The proposed 21aoecoUecto, parkway street (5thStreat) design and geometrics must meet all Municipal State Aid design standards for urban streets (8820,9936) for ADT > 10,000; 40 mph design speed; and must beconsistent with the detailed parkway cross section installed throughout the remaining corridor segments and as outlined in theSth Street Collector Design Guidelines as prepared byCity staff. p Right and left turn lanes must be incorporated along Sth Street North per the City design standards to maintain mobility along the Parkway since there is only one travel lane in each direction. * Additional streetscape amenities are required along 5th Street consistent with the remaining corridor segments. 5th Street Amenities include a north side off -road bituminous trail, nn|ninouno lOfoot width with 5 foot clear zone; a south side concrete sidewalk, minimum 6 foot width with 2 foot clear zone; landscaping elements including acenter landscape median; and street lighting. � The applicant will also be partially responsible for the improvements required by Washington County at the intersection ofS*Street and [SAH 17. RESIDENTIAL STREETS ° Street A must include a 50 foot tangent per City standards at the intersection with 5th Street before initiating the proposed horizontal curve. ~ Street 8, east cui'de'sacQeome,hcs must be revised to eliminate turns greater than 90-deX,ces. PAGE 3 of 4 w It is pref era bleth at Public Streets be constructed to serve this d eve lopment and designed to meet the City's Engineering Design Standards including R/Wwidth, street width and cul-de-sac radii * If the streets remain HOA Privately owned, the following recommendations apply: � The street/boulevard section must be widened to allow for adequate ownership and maintenance by the City for the public utilities (watermain, sanitary sewer and storm sewer). � The street OuVct should be a minimum width of 40 feet (14 feet pavement + 6 foot boulevard) with 5- footminimumvdUtyeasementoneachside. This will enable any future construction activity tnremain 1009& within the Street 0ut|o< plus the utility easement. No additional encroachment on the properties/sidevva|ksshou|d be necessary during future construction. � The typical section should beupdated tn include storm sewer and should show the small utilities, demonstrating the 3'foot separation between gas and joint trench. m Street A vertical alignment should be revised to provide a K = 37 minimum at STA 0+71.00, PAGE4of4 Public Works Department Donald J.Theisen, RE. Director Wayne H. Sandberg, RE, Deputy Director/County Engineer W1arch3. 2015 KveKhatt Community Development Director City ofLake Elmo 3000 Laverne Avenue North Lake Elmo, &1N55042 RE: Washington County comments omthe concept plan for the Diedrich property bv Lennar Homes, City of Lake Elmo Dear Mr. Klatt- Thankyou for providing the county with the concept plan for the Lanngrsubdivision onthe Diedrich property, inSection 38.Townohip2SN.Range 21VValong Coun'�Road /CR\17B/Loke BmmnAvenue inthe City rfLake Bnnu,The p jedconaiotsof5Om�mchedeinR|e family residential neoiden<ia}dvva|Un0 units on 12 acres ofland. we on plan provided, � have the following There iscurrently 5Ofeet ofhght-nf-woyfrom the center line ofCounty Road ({�R\ 17Btherefore, onadd�� ona|42etahou|dbededioabadun(heo�/� iuhnh�u|d� include the existing home site south of5*Street. According to the Trip Generation Manual, 7"' Addition /�2003, this development will generate 478 Average Vehicle Trips (AVT) per day, |nthe future, there will be etraffic signal at the intersection of CR 17Band 5* Street and since 5mStreet will beo collector roadway, a center left turn lane should be providedon5" Street for access Umthe development, Access control must be dedicated to Washington County along the CSAH 17/Lake Elmo Avenue frontage. This should bedenoted on the final plat, Improvements to County Road (CR) 17Bwill be completed at the new 5m Sheet section. Washington County is working with the City of Lake Elmo on the planned improvements, The cost of these improvements will be the responsibility ofthe city. The developer or the city must submit the drainage report and calculations to our office for review ofany downstream impacts to the county drainage system, Along with the drainage co|nu|ahonS, we will request written conclusions that the v0|unna and rate mynbor,nwater run-off into the county right -of way will not increase as part of the project. 11G6OMyomnRoad North, Stillwater, Minnesota S5O82-9573 Phnne� 851~430'4300 ` Fax: 651430-4350 ` TTY: 651430-8240 w^ww.co.waohio0(nnmnux Equal Employment Opportunity / Affirmative Action March 3, 2015 Diedrich Property Concept Plan All stormwater ponds should be located outside the county right-of-way. Washington County's policy is to assist local governments in promoting compatibility between land use and highways. Residential uses located adjacent to highways often result in complaints about traffic noise. Traffic noise from this highway could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities are responsible for taking all reasonable measures to prevent land use activities listed in the MPCA's Noise Area Classification (NAC) where the establishment of the land use would result in violations of established noise standards. Minnesota Statute 116.07, Subpart 2a exempts County Roads and County State Aid Highways from noise thresholds. County policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such areas. The developer should assess the noise situation and take any action outside of County right of way deemed necessary to minimize the impact of any highway noise. Any grading within County right of way will require a Washington County Right of Way Permit. All utility connections for the development require Washington County Right of Way permits. Typically, these are the responsibility of the utility companies. Thank you for the opportunity to comment on this concept plan If you have any questions, please contact me at 651-430-4362 or prin.punc-tervvedo5co.washington.mn.us Regards, Ann Pung-Terwedo Senior Planner Cc: Carol Hanson, Office Specialist R/Plat Reviews/City of lake Elmo/Diedrich property r-LT - 'V. PINEERengneering „ 44.4;4t 17 1 1 I T-1 I i-1-1 Fail 171 Fri 171 1-1-1 Fri Fri 171 2117 ' — 1 moanix scALE Fal' 30 SITE DATA PROJECT AREA: ±12 ACRES (EXCLUDING 5TH STREET AND 17 R(jW) GUIDE PLAN: URBAN MEDIUM DENSITY ( 7 UNITS/ACRE HET) BULK STANDARDS REAR SETBACK: 25' FRONT SETBACK: 25' SIDE SETBACK: 15 BETWEEN BUILDINGS, 15SIDE CORNER SETBACK ALONG 5TH STREFE 50' PROPOSED UNITS: 46 SITE PLAN 4 1 1 DIEDRICH PROPERTY „ RIM- Eli PIZNEER neering A) - 4 ',(4 • 0 • I 11Th'-'9'' I 4141/ 1_ I 1'1,,,,171:7117 ST4•E, 011 %Mt UII C$1011.1t ti.,1,41; ,EVIT r-y -1.kL1.,. I, PP-1'. 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