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04-18-08
i MEMO Date: April 9, 2008 To: Mayor & Council From: City Administrator Mike Robertson Re: Training Agreement with Minnesota Utilities Association (MMUA) ITEM 4_2 Municipal As Council is aware, staff has been looking at various firms in an effort to upgrade our training and to increase our compliance with State and Federal regulations. We are ready to recommend the City enter a contract with Minnesota Municipal Utilities Association (MMUA). The yearly cost for this will be $8,800. The money to pay for this will come from Public Works and Administration training and education budgets. I have enclosed a variety of information about MMUA. Exhibit A is a letter from the League of Minnesota Cities describing their relationship with MMUA. Exhibit B is a matrix showing the training they offer for various departments. Exhibit C is their contract. Mike Willetts of MMUA discussed their training program with the Administrative Subcommittee, and he will be present at the Council meeting to review the program and answer any questions the Council may have. City and Utility Departmental List EXHIBIT B Minnesota Municipal Utilities Association . ommon "mum man - o��n���n�©e©�oo�©000000�non o��n�n�no©e©�oo�©000000000n ... oo���oono©e©0000©n000000non .-- oo�n000no©v©0000©oo©0000non ... .- - ... oo�nnonno©e©0000©a00000©non ,..,-. oo�nnnono©0000no©vv©0000non CIL I •- oo�0000no©e©0000©oo©000©non -:.•-. 0000®onv©e©o©©v©vv©000000n c�n�no©000©e©o©oo©aon0000n©n '... - 13 MOM 00019M©O©MM©M©oo00000nMIM on�noo�nn©v©000©©oonooaon©n ....-.. oo��oonnn©e©o©v©©oon000©n©n • . :. ... D MEMO 13 IHMnM © M©MIH © ©©UN 0 nUMIE3 013M :.-.«: oo��©©�n�©v©0000©no�oonon©� . -- -. .. on�nn©onn©e©o©no©oon0000no. ..-:. on�n000no©0000n©©ao©0000n©n .-: o��n000no©e©�o�©©vv©0000n©n . oo�onoono©o©o©M©©oo©0000nElm '•. ,Lab Technicianoo�n©©o©o©e©oono©oon000©n©n oo�n©©ono©e©©®no©oo©000©non • .- oo�0000no©e©mono©vv©oaoon©n ►- oo�nnoono©v©oono©vv©0000n©n� ...- • oo�nnoono©e©oonci©oon000©non . ... - • oo�nnoono©oo©©no©oo©0000n©ni .- 0000©©env©oonono©vv©0000n©n - ..-•. oo�n©©000©e©n©no©oonooaon©ni 17 - MIT= oo�noo©no©e©©ono©no©0000n©n. -=.. oo���©ono©e©©oma©©oon0000n©n. . - .- n�,►.��rarano©eon©�©©no©���©n©�' Minnesota Municipal Utilities Association 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 City and Utility Departmental List Minnesota Municipal Utilities Association . EMOWN 0MOON MMM©MM nMMMMINMMMMwMMnM nMMMMIMMMMINMMMUMM nMOMMOMMMOMMMUMM wC -MM WIN MInMOMMMOMMOMMM"No EMEMM OMMIM IMOMMOOMM©M� Minnesota Municipal Utilities Association •10TIP111 =V[:7�1:<7�[•��V�130�i����WV!'J4ie.9vL9VW� o■�o©0000©oo■o■o©no©oon©n©■ • - o■�■o©000©v©■o■©©no■onn©n©■ - ..... v■oo■o■©■©e©no■■©nv■000©n©■ =«- o■n■■0000©000©■©©no■oon©e©■ noman MOON ©0nno■©©UMMRUH©B©■ «. D■�■■o■©■©��■�■■©UM■ROH■0©■ . , .. NMI 1111111 111111111 NMI I 1 111111111 .•-.. o■�■■©000©e©no■©©no©0000a©■ 'Maintenanceoo�■■o©vv©oono■©©no©000©no■ �. o■�o■©000©v©©o■©©no©00000©■ .-:.- oa�■00000©e©©o■o©nv©0000n©■ . - .- r - o■�■■©■o■©e©■o■■©no■000©no■ ■ ■ ■ ■ • •- o■n000000©v©■o■©©no©vv • ., .. - ..- .. o■�■o©000©e©©o■o©nv©000©no■ ...- o■�■©0000©e©©o■o©no©000©n©■ -...-- oo�■o©e©■©e©■o■o©nv©000©o©■ INS .- o■�o■■■o■©e©■©■■©no©ono©no■ .-_.- oon■0000■©e©no■o©no©oonon©■ :' . - .- - - 000■■■■©■©oo■o■■©no■onn■n■■ .. ■M■ ■11111■ ■11111■■ o■�o©©■no©e©■o■■©no■oon000 « p■m■■o■O■©On■o■Oman ■ HOME] 0jam •-- 000■■o■o■©on■o■■©no■oon©noo Minnesota Municipal Utilities Association - o■�o©0000©oo■o■o©no©oon©n©■ • - o■�■o©000©v©■o■©©no■onn©n©■ =«- o■n■■0000©000©■©©no■oon©e©■ o■�o©©■no©e©■o■■©no■oon000 « p■m■■o■O■©On■o■Oman ■ HOME] 0jam •-- 000■■o■o■©on■o■■©no■oon©noo Minnesota Municipal Utilities Association Minnesota Municipal Utilities Association TITLE 78 Director/Chief 79 Drivers/Attendants 80 Medical Persionne 81 Office Personnel 82 ' Director/Asst. 83 Lawn Care/Tt 84 Operator 85 Office Staff 86 Director/Asst. 87 Instructor 88 Air Flight Controller 89 Office Personnel 90 MechanicnMaintena 91 ISupervisor 92 IService Man 93 Inspector • 13 "OEM M=MIR=©"Emm©mM©nnMmmum0ME Minnesota Municipal Utilities Association Minnesota Municipal Utilities Association TRAINING TOPICS KEY A = AWAIR - Safety & Health Program B = Behavior Based Safety Capitol Letter = Topic is Reaulred C = Confined Space Lower Case = Topic is Sugested D = Drugs and Alcohol E = Emergency Action Plan F = Fork Lift G = Good Housekeeping H = HAZMAT, HAZCOM I = Infectious Agents J = Job Hazard Analysis K = Kick Plates, Railings. & Walking Surfaces L = Lock Out / Tag Out M = Machine Guarding N = Noise O = Office Safety P = Personal Protective Equipment Q = Quality Accident Investigation R = Respiratory S = Spill Prevention T = Trips and Falls U = Unauthorized Entry / Security V = Violence in the Workplace W = Women and Harrassment X = X-ray's and other Harmful Physical Agents Y = Yearly / Part time Employees Z = Zoo - Animal Control OTHER TOPICS AVAILABLE Air Contaminants Asbestos Abatment Benzene Competent Person Compressed Gasses Cranes and Slings DOT regulations Electrical Safety - General Ergonomics Exits Fall Protection Fire Extinguishers First Aid Floor & Wall openings Formaldehyde Ground Fault Hand & Portable Tools Hazardous Waste Heat Stress Introducation to OSHA Ladder Storage Lifting and Back Safety Motor Vehicle Operation Pesticides Powered Platforms Record Keeping Risk Management Solvents Spray Booths Trenching & Excavation Ventilation Welding, Cutting & Brazing EXHIBIT C SERVICES AGREEMENT Date: April 1, 2008 Contract No. 187-2008 Safety Management Services For purposes of this Agreement, the Minnesota Municipal Utilities Association shall hereinafter be referred to as MMUA and City of Otsego shall herein after be referred to as Otsego. PART I – Scope of Services PART II – Duration / Amendment / Renewal PART III – Obligations PART IV – Standard Terms and Conditions The terms of this Agreement are hereby accepted by the parties. City of Otsego Minnesota Municipal Utilities Association By By //w— �L Title Title Executive Director Date Date April 1, 2008 PO # Minnesota Municipal Utilities Association PART I — SCOPE OF SERVICES MMUA will provide/deliver for the duration of this Agreement: 1. The services of a person engaged by MMUA, in the capacity of Regional Safety Coordinator. 2. The assigned Regional Safety Coordinator will: a. Plan, organize and/or conduct regular monthly safety meetings at Otsego. b. Develop and maintain a standard safety management record keeping and reporting system at Otsego. c. The record system will include (check those covered by this Agreement): ✓ Required OSHA records ✓ Required DOT records ✓ Required ADA records ✓ Provide written program ✓ Provide annual site inspection ✓ Provide interpretation and clarification of OSHA rules. 3. The services described above will be provided in the following utility/municipal departments: a. # of employees b. # of employees C. # of employees d. # of employees e. # of employees PART II — DURATION / AMENDMENT / RENEWAL 1. DURATION: This Agreement shall remain in force from until September 30, 2009 (the "expiration date"). 2. AMENDMENT: This Agreement may be amended or modified upon the. mutual agreement of both parties but only if in writing. Such amendment or addendum shall be signed, dated and appended to this Agreement. 3. RENEWAL: This Agreement shall renew automatically for the next twelve-month calendar year period following the expiration date unless terminated by written notice given by either MMUA or Otsego prior to the sixty (60) day period immediately prior to the expiration date. 4. CONDITION PRECEDENT: This Agreement shall not become effective until a number of cities sufficient to support the establishment of a Safety Management Group have agreed to participate. If this condition has not been met within sixty (60) days of the effective date of this Agreement, this Agreement will expire and the parties will make a good faith attempt to renegotiate the Agreement. HAWord\Safety\Safety Mgmt\Northeast Group\Otsego 187-2008.docx Page 2 Minnesota Municipal Utilities Association PART III — OBLIGATIONS 1. COMPENSATION: For the services covered by this Agreement, Otsego shall pay MMUA an annual fee of eight thousand four hundred dollars and 00 cents ($8,400.00). Such compensation shall be due and payable according to the selected payment terms below. Payment terms for the fee agreed to above shall be based on one of the following options (select one): ❑ Annual payment ($8,400.00) ❑ Quarterly payments ($2,100.00 each) For any term less than twelve (12) full calendar months, the fee shall be a portion of the annual fee, pro- rated based on the number of calendar months or partial calendar months in which the services are provided as a percentage of twelve (12). 2. OTHER CITY OBLIGATIONS: Provide work space for Regional Safety Coordinator when on-site. ➢ Provide clerical support for Regional Safety Coordinator. ➢ Schedule participation of employees in regular safety meetings. ➢ Provide required training for employees as recommended by Regional Safety Coordinator. ➢ Provide to MMUA in a timely manner any information MMUA indicates is needed to perform the services hereunder. MMUA may rely on the accuracy of information provided by Otsego and its representatives. ➢ Provide annual written evaluation of services of MMUA and its Regional Safety Coordinator. 3. MMUA OBLIGATIONS: ➢ Employ, assign and supervise Regional Safety Coordinator. ➢ Plan, organize and/or conduct regular monthly safety meetings on-site. ➢ Develop and maintain a standard safety management record keeping and reporting system on-site, including required OSHA records, required DOT records, required ADA records, and maintenance of safety manuals. ➢ Monitor safety training/certificate/licensure requirements, and recommend needed training. ➢ Prepare or oversee the preparation of required state and federal reports related to OSHA, DOT, and ADA compliance. ➢ Document safety meetings and training provided. ➢ Provide a standard interpretation of laws, rules and regulations pertaining to safety management. PART IV — STANDARD TERMS AND CONDITIONS 1. INDEPENDENT CONTRACTOR: In the performance of services hereunder, MMUA is an independent contractor and shall not be considered an employee, agent or representative of Otsego for any purpose. The services performed by MMUA under this Agreement are solely for the benefit of Otsego. Nothing contained in this Agreement shall create any duties, liabilities, or obligations on the part of MMUA toward any person other than Otsego. HAWord\Safety\Safety Mgmt\Northeast Group\Otsego 187-2008.docx Page 3 Minnesota Municipal Utilities Association 2. STANDARD OF CARE: Otsego acknowledges that MMUA undertakes to provide the services described herein to Otsego as a member of MMUA and, similarly to other members of MMUA, consistent with its nonprofit purpose and that in so doing, MMUA affords to Otsego a convenience, cost savings and efficiency otherwise not available to Otsego from other service providers. Otsego acknowledges that MMUA will exercise its best efforts to perform the described services in accordance with current rules and practices but acknowledges that the ultimate responsibility for an interpretation of law lies with Otsego and its City Attorney and the application of such law and of the appropriate methods and practices also lies with Otsego in the exercise of its best judgment with reasonable and due regard for the safety of its employees and other third persons. MMUA assumes no responsibility under this Agreement other than to render the services called for in good faith. It shall not be responsible for any action of Otsego, its agents, or employees. SCOPE AND SCHEDULE CHANGES: The fees agreed to in Part III constitute MMUA's estimate of the effort and charges required to perform the services described in Part I. Services not expressly set forth in this Agreement are excluded from the obligations of MMUA. If MMUA is delayed in performing its services hereunder by any act of war, force majeure or other circumstance beyond its control, then the schedule of performance shall be extended for the number of days as the occurrence delays performance and the compensation limits under the Agreement shall be equitably adjusted, if necessary, to compensate MMUA for any additional costs due to the delay. 4. FINANCING CHARGES FOR LATE PAYMENTS: If Otsego fails to pay undisputed invoiced amounts within thirty (30) days after delivery of invoice, additional charges shall become due and payable at a rate of l �/2 percent per month (or the maximum percentage allowed by law, whichever is lower) on the unpaid amounts. All payments shall first be credited against any accrued interest. If Otsego fails to pay invoiced amounts within sixty (60) days after delivery of invoice, MMUA at its sole discretion may suspend work hereunder without incurring any liability or waiving any right established hereunder or by law. 5. WORK PRODUCT: Otsego shall preserve and protect MMUA's proprietary and copyright interests, rights and privileges with respect to works of general application provided by MMUA to Otsego. Otsego and MMUA may use and duplicate materials developed by MMUA specifically for Otsego pursuant to this Agreement without obligation of royalty or first seeking consent. HAWord\Safety\Safety Mgmt\Northeast Group\Otsego 187-2008.docx Page 4 I Minnesota Municipal Utilities Association Minnesota Municipal Utilities Association Safety & Compliance Management Program Scope of Safety Services March 14, 2008 Michael Robertson, Admin City of Otsego 8899 N.E. Nashua Avenue Otsego, MN 55330 Scope of Service It is MMUA's goal to work with the city of Otsego to facilitate their safety and compliance goals in a timely manner. MMUA safety staff will visit Otsego every month for approximately 8 hours in a one day period unless circumstances lend a different location approved by Otsego management. The first phase of this program and number one goal will be focused on compliance training, review and development. After your program has matured we will be able to explore the rest of the headings proposed in the description of services below. Compliance Review • Create an effective monthly employee training program which meets the OSHA mandated training requirements for each department. • Develop a training grid showing employee training needs and identify recommended and/or required training needs by law. • Audit and inspection of city's safety records and physical facilities. Mock OSHA inspections. • Supply a written report of findings of (Mock OSHA) inspections and recommendations for the city's review. • Standardize mandated safety policies and/or development of programs. This work includes AWAIR, Hearing Conservation, and Respirator programs. • Work with city-wide safety committee with their needs and goal setting. • Prepare monthly agenda in conjunction with the city-wide safety committee staff. • Provide appropriate training for city departments using the training grid system. 3025 Harbor Lane North • Suite 400 • Plymouth, MN 55447-5142.763.551.1230. 800.422.0119 (MN) • Fax 763.551.0459 • www.mmua.org Compliance Review Provide safety expert information and consultation as needed. (24-7) Provide accident investigation and review as needed. Help management with recordkeeping and filing of safety records. Supplemental Training • MMUA offers many different supplemental training topics, which include but not limited to winter driving, ladder safety, and back safety. Seasonal Employee Training • MMUA will work with your management staff to train your seasonal employees, as time permits. • If there are timing problems MMUA will train your management staff to be competent to offer this training for your seasonal employees. (Train the Trainer). Safety Grants • MMUA will lead your management team in the application for OSHA safety grants. This project is a team effort, and we will need department and management help and cooperation during the planning and application, as time permits. Records • MMUA will organize and help maintain safety records to achieve compliance with OSHA regulations that pertain to all city departments. • Assist with organization of city-wide MSDS information. General • Assist with general safety questions. • Assist city in case of an OSHA Inspection or Catastrophic Accident. City of Otsego Cost of Service per year: $8,400 Please contact: Mike Willetts, Director of Job Training and Safety 3025 Harbor Lane North, Suite 400 Phone: 800-422-0119 Plymouth, MN 55447-5142 Fax: 763-551-0459 CLAIMS LIST CITY COUNCIL MEETING APRIL 14, 2008 TO: Judy Hudson ITEM 5-1 Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. Claims Register PAYROLL 03-26-2008 PAYROLL 04-09-2008 03-26-2008 $ 170,872.23 04-09-2008 $ 365,286.52 $ 39,765.60 $ 37,875.95 ELECTRONIC PYMTS: Qwest $ 0.00 Centerpoint Energy $ 0.00 Dept. of Revenue -Fuel Tax $ 0.00 Elk River Utilities $ 0.00 Wright -Hennepin $ 0.00 Delta Dental $ 0.00 Total $ 0.00 GRAND TOTAL $ 613,800.30 If you have any questions or if you would like to review this list further, please let me know. Sue Frisch Bookkeeper ft IA CITY OF OTSEGO 04/09/08 11:31 AM Page 1 *Check Summary Register© APRIL 2008 Name Check Date Check Amt 10100 BANK OF ELK RIVER Paid Chk# 045568 WRIGHT COUNTY RECORDER 4/8/2008 $46.00 JOE BANACK - CUP Paid Chk# 045569 3M 4/9/2008 $575.10 SIGN MAIL Paid Chk# 045570 AE SIGN SYSTEMS 4/9/2008 $2,289.75 CITY HALL SIGNAGE Paid Chk# 045571 AFFORDABLE SANITATION 4/9/2008 $429.60 MAR PORTA RENTALS Paid Chk# 045572 AIRGAS, INC. 4/9/2008 $30.04 ACETYLENE/OXYGEN/HAZMAT Paid Chk# 045573 ALDEN POOL & MUNICIPAL SUP 4/9/2008 $3,035.25 WEST WWTF - DEHUMIDIFIER Paid Chk# 045574 ALLIANCE BENEFIT GROUP 4/9/2008 $3,223.13 PPE 4/5/08 CH DTD 4/9/08 Paid Chk# 045575 ARROW TERMINAL LLC 4/9/2008 $277.15 MISC REPAIR/MAINT SUPPLY Paid Chk# 045576 BANYON DATA SYSTEMS, INC. 4/9/2008 $1,256.12 POS/FUND ANNUAL SUPPORT Paid Chk# 045577 BARR ENGINEERING COMPANY 4/9/2008 $1,500.00 SCADA UPGRADES Paid Chk# 045578 BEVERLY KUMAR 4/9/2008 $76.41 EASTER EVENT SUPPLIES Paid Chk# 045579 BLUE CROSS BLUE SHIELD OF 4/9/2008 $8,332.00 MAY MEDICAL Paid Chk# 045580 BOYER TRUCKS 4/9/2008 $68,094.53 2008 STERLING L8500 Paid Chk# 045581 BRYAN ROCK PRODUCTS, INC. 4/9/2008 $837.03 AG LIME FOR BALLPARK Paid Chk# 045582 CHARTER COMMUNICATIONS 4/9/2008 $119.06 MONTHLY SERVICE Paid Chk# 045583 CINDY CLEMENS 4/9/2008 $125.45 12471 65TH - W/S REFUND Paid Chk# 045584 CITY OF MONTICELLO 4/9/2008 $536.76 FEBRUARY ANIMAL CONTROL Paid Chk# 045585 COBORNS INC 4/9/2008 $89.91 DRY CLEANING Paid Chk# 045586 COURI MACARTHUR LAW OFFIC 4/9/2008 $8,290.50 ASSESSMENTS Paid Chk# 045587 CP TELECOM 4/9/2008 $599.53 TELEPHONE Paid Chk# 045588 CROW RIVER FARM EQUIPMEN 4/9/2008 $241.39 REPAIR/MAINT SUPPLY Paid Chk# 045589 DAKOTA SUPPLY GROUP 4/9/2008 $12,705.05 WATER METERS/REPAIR KITS Daid Chk# 045590 ECM PUBLISHERS INC 4/9/2008 $259.88 LEGAL - PUBLIC HEARING Paid Chk# 045591 ELECTION SYSTEMS & SOFTWA 4/9/2008 $11,938.87 50 ELECTION BOOTHS Paid Chk# 045592 ELK RIVER PRINTING & PARTY 4/9/2008 $226.85 CLEAN UP MONTH VOUCHERS Paid Chk# 045593 FASTENAL COMPANY 4/9/2008 $41.48 PARTS FOR SIGNS Paid Chk# 045594 FINKEN'S WATER CARE 4/9/2008 $38.52 BOTTLED WATER Paid Chk# 045595 GOPHER STATE ONE -CALL INC 4/9/2008 $111.95 LOCATE TICKETS Paid Chk# 045596 GRAND VIEW LODGE 4/9/2008 $374.48 MCMA CONFERENCE - LODGING Paid Chk# 045597 GREENBERG IMPLEMENT INC. 4/9/2008 $935.42 OIL Paid Chk# 045598 HAKANSON ANDERSON ASSOC 4/9/2008 $71,913.99 TRUNK HWY 101 Paid Chk# 045599 HELGESON MAILING SERVICE L 4/9/2008 $847.79 APRIUMAY NEWSLETTER Paid Chk# 045600 ICMA RETIREMENT TRUST 4/9/2008 $823.22 PLAN NUMBER 304185 Paid Chk# 045601 INK WIZARDS, INC. 4/9/2008 $318.30 PW UNIFORMS (CAPS) Paid Chk# 045602 INTERNATIONAL CODE COUNCI 4/9/2008 $59.00 FIRE INSP CERT COURSE Paid Chk# 045603 JACQUIE ROGNLI 4/9/2008 $1,050.00 APRIUMAY OTSEGO VIEW Paid Chk# 045604 JESSICA STOCKAMP 4/9/2008 $120.00 GIFT CARDS - MCGRUFF CONTEST Paid Chk# 045605 LEAGUE OF MN CITIES 4/9/2008 $94.47 2) 2008 DIR OF MN CITY OFFICIA Paid Chk# 045606 LEAGUE OF MN CITIES INS TRU 4/9/2008 $2,500.00 INSURANCE DEDUCTIBLE Paid Chk# 045607 LENNAR CORPORATION 4/9/2008 $53,357.80 PERMIT FEE -17425 54TH Paid Chk# 045608 LONG & SONS 4/9/2008 $1,321.45 PW - MAR CLEANING Paid Chk# 045609 MANDY HEMMER 4/9/2008 $44.64 7982 PALMGREN - W/S REFUND Paid Chk# 045610 MENARDS 4/9/2008 $47.52 WORK GLOVES Paid Chk# 045611 MINNESOTA COPY SYSTEMS 4/9/2008 $89.31 ESTUDIO MAINT/COPIER Paid Chk# 045612 MONTICELLO ANIMAL CONTROL 4/9/2008 $160.00 ANIMAL CONTROL Paid Chk# 045613 NAPA OF ELK RIVER INC 4/9/2008 $184.49 OPERATING SUPPLIES Paid Chk# 045614 NEWMAN TRAFFIC SIGNS 4/9/2008 $1,137.93 SIGN MAIL - BLANKS Paid Chk# 045615 NEXTEL COMMUNICATIONS 4/9/2008 $364.78 CELL PHONES Paid Chk# 045616 NORTHERN TOOL & EQUIPMEN 4/9/2008 $8.52 BLASTING ABRASIVE Paid Chk# 045617 NORTHWEST ASSOC CONSULT 4/9/2008 $12,245.02 GREAT RIVER CENTRE Paid Chk# 045618 NOVA COMMUNICATIONS 4/9/2008 $30.00 RESET VOICE MAIL Paid Chk# 045619 OFFICEMAX 4/9/2008 $134.41 OFFICE SUPPLIES Paid Chk# 045620 PUBLIC EMPLOYEES RETIREME 4/9/2008 $4,395.57 PPE 4/5/08 CH DTD 4/9/08 Paid Chk# 045621 PURCHASE POWER 4/9/2008 $125.61 POSTAGE Paid Chk# 045622 QWEST 4/9/2008 $144.64 PW PHONE SERVICE Paid Chk# 045623 RANDY'S SANITATION 4/9/2008 $210.07 8899 NASHUA AVE CITY OF OTSEGO 04/09/08 11:31 AM Page 2 *Check Summary Register© APRIL 2008 Name Check Date Check Amt Paid Chk# 045624 REED BUSINESS INFORMATION 4/9/2008 $154.44 AD FOR BIDS - PW GENERATOR Paid Chk# 045625 SCHARBER & SONS 4/9/2008 $339.56 PARTS FOR JD TRACTOR Paid Chk# 045626 SCHLUENDER CONSTRUCTION 4/9/2008 $450.00 PW SEPTIC PUMPING Paid Chk# 045627 SOFTRONICS 4/9/2008 $11,597.96 ADMIN - LABOR Paid Chk# 045628 ST. CLOUD STATE UNIVERSITY 4/9/2008 $410.00 2008 MMCI - TAMI LOFF Paid Chk# 045629 TIM ROCHEL 4/9/2008 $272.58 INSP MTG LUNCHEONS Paid Chk# 045630 TOSHIBA AMERICA BUSINESS S 4/9/2008 $55.29 PW TOSHIBA COPIER Paid Chk# 045631 TROPHIES PLUS 4/9/2008 $32.22 NAME PLATE/POLICE COMM Paid Chk# 045632 UNIQUE PAVING MATERIALS 4/9/2008 $107.78 BLACKTOP COLD MIX Paid Chk# 045633 WRIGHT COUNTY AUDITOR -TRE 4/9/2008 $66,848.50 APRIL SHERIFF PATROL Paid Chk# 045634 WRIGHT COUNTY RECORDER 4/9/2008 $46.00 DARA GLEN DEV AGREEMENT Paid Chk# 045635 XCEL ENERGY 4/9/2008 $4,405.26 16935 56TH CT Paid Chk# 045636 XEROX CORPORATION 4/9/2008 $1,433.64 XEROX COPIER/COPIES Paid Chk# 045637 ZARNOTH BRUSH WORKS INC 4/9/2008 $767.55 GUTTER BROOM Total Checks $365,286.52 FILTER: None CITY OF OTSEGO 04/09/08 11:32 AM Page 1 *Check Detail Register© APRIL 2008 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Paid Chk# 045568 4/8/2008 WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $46.00 JOE BANACK - CUP Total WRIGHT COUNTY RECORDER $46.00 Paid Chk# 045569 4/9/2008 3M E 101-43100-393 Street Signs $575.10 SS77181 SIGN MAT'L Total 3M $575.10 Paid Chk# 045570 4/9/2008 AE SIGN SYSTEMS E 101-41940402 Repairs/Maint Buildingss $2,289.75 80372 CITY HALL SIGNAGE Total AE SIGN SYSTEMS $2,289.75 Paid Chk# 045571 4/9/2008 AFFORDABLE SANITATION E 101-45200-410 Rentals (GENERAL) $329.60 7456 MAR PORTA RENTALS E 204-41400-310 Miscellaneous $100.00 7472 6/07 PORTA VANDALISM Total AFFORDABLE SANITATION $429.60 Paid Chk# 045572 4/9/2008 AIRGAS, INC. ,� E 101-43100-210 Operating Supplies (GENERAL) $30.04 105749836 ACETYLENE/OXYGEN/HAZMAT Total AIRGAS, INC. $30.04 Paid Chk# 045573 4/9/2008 ALDEN POOL &MUNICIPAL SUPPLY E 602-49450-500 Capital Outlay (GENERAL) $3,035.25 800067 WEST WWTF - DEHUMIDIFIER Total ALDEN POOL & MUNICIPAL SUPPLY $3,035.25 Paid Chk# 045574 9/2 4/008 ALLIANCE BENEFIT GROUP G 101-21706 Hospitalization/Medical Ins E 101-41600-123 Health E 101-41400-123 Health E 101-43100-123 Health E 250-42410-123 Health Total ALLIANCE BENEFIT GROUP Paid Chk# 045575 4/9/2008 ARROW TERMINAL LLC $504.38 PPE 4/5/08 CH DTD 4/9/08 $543.75 PPE 4/5/08 CH DTD 4/9/08 $725.00 PPE 4/5/08 CH DTD 4/9/08 $725.00 PPE 4/5/08 CH DTD 4/9/08 $725.00 PPE 4/5/08 CH DTD 4/9/08 $3,223.13 E 101-43100-220 Repair/Maint Supply (GENERAL) $277.15 53718 -IN MISC REPAIR/MAINT SUPPLY Total ARROW TERMINAL LLC $277.15 Paid Chk# 045576 4/9/2008 BANYON DATA SYSTEMS, INC. E 10141600-390 Contracted Services $1,256.12 142729 POS/FUND ANNUAL SUPPORT Total BANYON DATA SYSTEMS, INC. $1,256.12 Paid Chk# 045577 4/9/2008 BARR ENGINEERING COMPANY E 601-49400-302 Engineering Fees $1,500.00 23860828313- SCADA UPGRADES Total BARR ENGINEERING COMPANY $1,500.00 Paid Chk# 045578 4/9/2008 BEVERLY KUMAR E 101-45250-440 Recreation Programming $76.41 EASTER EVENT SUPPLIES Total BEVERLY KUMAR $76.41 Paid Chk# 045579 4/9/2008 BLUE CROSS BLUE SHIELD FMN E 10143100-123 Health $2,450.00 MAY MEDICAL E 25042410-123 Health $2,158.00 MAY MEDICAL E 10141400-123 Health $2,533.00 MAY MEDICAL E 101-41600-123 Health $1,191.00 MAY MEDICAL Total BLUE CROSS BLUE SHIELD OF MN $8,332.00 Paid Chk# 045580 4/9/2008 BOYER TRUCKS CITY OF OTSEGO 04/09/08 11:32 AM Page 2 *Check Detail Register© APRIL 2008 Paid Chk# 045582 4/9/2008 CHARTER COMMUNICATIONS E 101-41400-390 Contracted Services $119.06 MONTHLY SERVICE Total CHARTER COMMUNICATIONS $119.06 Paid Chk# 045583 4/9/2008 CINDY CLEMENS R 601-37150 WATER SALES $125.45 12471 65TH - W/S REFUND Total CINDY CLEMENS $125.45 Paid Chk# 045584 4/9/2008 CITY OF MONTICELLO E 101-42710-390 Contracted Services $536.76 10752 FEBRUARY ANIMAL CONTROL Total CITY OF MONTICELLO $536.76 Paid Chk# 045585 4/9/2008 COBORNS INC E 250-42410-225 Uniforms/Clothing Allowance $89.91 M80928705 DRY CLEANING Total COBORNS INC $89.91 Paid Chk# 045586 4/9/2008 COURT MACARTHUR LAW OFFICE G 701-22422 ROTTLUND HOMES $82.50 Check Amt Invoice Comment E 101-43100-220 Repair/Maint Supply (GENERAL) $1.02 63114R GASKET E 10143100-220 Repair/Maint Supply (GENERAL) $209.51 63906R DASH CONTROLLER E 20643100-501 Equipment $67,884.00 S80410 2008 STERLING L8500 WATERFRONT EAST Total BOYER TRUCKS $68,094.53 NTS LEASE G 701-22465 GREAT RIVER CTR Paid Chk# 045581 4/9/2008 BRYAN ROCK PRODUCTS, INC. GREAT RIVER CENTRE E 101-41700-301 Legal Services E10145200-220 Repair/Maint Supply (GENERAL) $837.03 28453 AG LIME FOR BALLPARK Total BRYAN ROCK PRODUCTS, INC. $837.03 E 101-41700-301 Legal Services $270.00 Paid Chk# 045582 4/9/2008 CHARTER COMMUNICATIONS E 101-41400-390 Contracted Services $119.06 MONTHLY SERVICE Total CHARTER COMMUNICATIONS $119.06 Paid Chk# 045583 4/9/2008 CINDY CLEMENS R 601-37150 WATER SALES $125.45 12471 65TH - W/S REFUND Total CINDY CLEMENS $125.45 Paid Chk# 045584 4/9/2008 CITY OF MONTICELLO E 101-42710-390 Contracted Services $536.76 10752 FEBRUARY ANIMAL CONTROL Total CITY OF MONTICELLO $536.76 Paid Chk# 045585 4/9/2008 COBORNS INC E 250-42410-225 Uniforms/Clothing Allowance $89.91 M80928705 DRY CLEANING Total COBORNS INC $89.91 Paid Chk# 045586 4/9/2008 COURT MACARTHUR LAW OFFICE G 701-22422 ROTTLUND HOMES $82.50 ROTTLUNDNVILDFLOWER G 701-21871 KALEIDOSCOPE CHARTER SCH00 $82.50 KALEIDOSCOPE G 701-22308 Verizon $67.50 VERIZON E 444-49400-301 Legal Services $67.50 WATER TOWER #3 E 444-49400-301 Legal Services $33.00 BOOSTER STATION E 101-41700-301 Legal Services $2,925.00 GENERAL G 701-21856 WATERFRONT EAST 3RD $627.00 WATERFRONT EAST E 602-49450-301 Legal Services $13.50 NTS LEASE G 701-22465 GREAT RIVER CTR $132.00 GREAT RIVER CENTRE E 101-41700-301 Legal Services $67.50 DRURY PROPERTY E 101-41700-301 Legal Services $40.50 ASSESSMENTS E 101-41700-301 Legal Services $27.00 PERSONNEL E 101-41700-301 Legal Services $270.00 OFFICIAL MAP G 701-22445 RIVER PLACE II $330.00 RIVERPLACE 2 E 480-43100-301 Legal Services $472.50 OTSEGO/ALBERTVILLE AGREEMENT - G 701-21861 EAGLE TRUCK INTERIM USE PERM $1,435.50 POULIOT/EAGLE TRUCKING E 444-49400-301 Legal Services $1,452.00 D & Y - EASEMENTS G 701-22377 OTSEGO PRESERVE $165.00 OTSEGO PRESERVE Total COURT MACARTHUR LAW OFFICE $8,290.50 Paid Chk# 045587 4/9/2008 CP TELECOM E 101-43100-320 Telephone $149.88 TELEPHONE E 250-42410-320 Telephone $299.77 TELEPHONE E 101-41400-320 Telephone $149.88 TELEPHONE Total CP TELECOM $599.53 Paid Chk# 045588 4/9/2008 CROW RIVER FARM EQUIPMENT E101-43100-220 Repair/Maint Supply (GENERAL) $241.39 129544 REPAIR/MAINT SUPPLY Total CROW RIVER FARM EQUIPMENT $241.39 Paid Chk# 045589 4/9/2008 DAKOTA SUPPLY GROUP E 601-49400-203 Other Supplies $12,705.05 5592041 WATER METERS/REPAIR KITS CITY OF OTSEGO 04/09/08 11:32 AM Page 3 *Check Detail Register© APRIL 2008 Check Amt Invoice Comment Total DAKOTA SUPPLY GROUP $12,705.05 _�___ Paid Chk# 045590 4/9%2008 ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) $81.68 266287 LEGAL - PUBLIC HEARING E 101-41400-350 Print/Binding (GENERAL) $66.83 266288 LEGAL - PUBLIC HEARING E 101-41400-350 Print/Binding (GENERAL) $111.37 266716 LEGAL - ASSESSMENT NOTICE Total ECM PUBLISHERS INC $259.88 Paid Chk# 045591 4/9/2008 ELECTION SYSTEMS &SOFTWARE E 101-41410-205 Election Supplies $11,938.87 668195 50 ELECTION BOOTHS Total ELECTION SYSTEMS & SOFTWARE $11,938.87 Paid Chk# 045592 4/9/2008 ELK RIVER PRINTING &PARTY PLU E 101-43620-390 Contracted Services $226.85 26410 CLEAN UP MONTH VOUCHERS Total ELK RIVER PRINTING & PARTY PLU $226.85 Paid Chk# 045593 4/9/2008 FASTENAL COMPANY E 101-43100-210 Operating Supplies (GENERAL) $12.09 MNELK14222 MISC OPERATING SUPPLY E 101-43100-393 Street Signs $29.39 MNELK14223 PARTS FOR SIGNS Total FASTENAL COMPANY $41.48 Paid Chk# 045594 4/9/2008 FINKEN'S WATER CARE E 101-41940-390 Contracted Services $38.52 BOTTLED WATER Total FINKEN'S WATER CARE $38.52 ?aid Chk# 045595 4/9/2008 GOPHER STATE ONE -CALL INC E 250-42410-310 Miscellaneous $111.95 8030742 LOCATE TICKETS Total GOPHER STATE ONE -CALL INC $111.95 Paid Chk# 045596 4/9/2008 GRAND VIEW LODGE E 101-41400-360 Education/Training/Conferences $374.48 MCMA CONFERENCE - LODGING Total GRAND VIEW LODGE $374.48 Paid Chk# 045597 4/9/2008 GREENBERG IMPLEMENT INC. E 101-45200-240 Small Tools/Equipment $778.88 ES05952 PARK EQPT - EDGER, SWEEPER, AU E 101-45200-202 Gas & Oil $29.27 ES05953 OIL E 101-45200-240 Small Tools/Equipment $127.27 PS40937 BRISTLE BRUSH Total GREENBERG IMPLEMENT INC. $935.42 Paid Chk# 045598 4/9/2008 HAKANSON ANDERSON ASSOC INC E 101-41400-348 Maps $3,221.61 23035 GOPHER ONE CALL MAPS E 403-43100-302 Engineering Fees $934.79 23036 TREE REMOVAU70TH ST E 442-49400-302 Engineering Fees $1,754.07 23037 WATER TREATMENT STUDY E 602-49450-302 Engineering Fees $1,497.76 23040 2008 SEWER CLEANING E 601-49400-302 Engineering Fees $87.50 23041 SCADA IMPROVEMENT 2008 E 444-43100-302 Engineering Fees $557.44 23042 TRUNK WTRMN & FRCMN - 101 FRTG E 60149400-302 Engineering Fees $43.75 23043 SCADA REVISIONS & RADIO FREQ G 701-22377 OTSEGO PRESERVE $141.63 23044 OTSEGO PRESERVE G 701-22436 CRIMSON PONDS NORTH $125.13 23045 CRIMSON PONDS NORTH G 701-22349 ARBOR CREEK $668.35 23046 ARBOR CREEK G 701-22366 MARTIN FARMS $37.13 23047 MARTIN FARMS G 701-22369 DR H ZIMMER PROP $30.25 23048 ZIMMER FARMS G 701-22374 KITTREDGE FINAL $111.38 23049 KITTREDGE CROSSING G 701-22396 ARBOR CREEK 2ND $60.50 23050 ARBOR CREEK 2 G 701-22353 PLFRM ORRIN THOMP $92.81 23051 PLEASANT CREEK 2 G 701-22406 KITCROSS 5/6 $220.01 23052 KITTREDGE 5/6 G 701-22413 OTSEGO PRESERVE II $138.19 23053 OTSEGO PRESERVE 2 E 480-43100-302 Engineering Fees $3,070.26 23054 194/ALBERTVILLE TRAFFIC STUDY CITY OF OTSEGO 04/09/08 11:32 AM Page 4 *Check Detail Register© APRIL 2008 Paid Chk# 045599 4/9/2008 HELGESON MAILING SERVICE LLC E 101-41400-347 Newsletter $847.79 3528 APRIUMAY NEWSLETTER Total HELGESON MAILING SERVICE LLC $847.79 Paid Chk# 045600 4/9/2008 ICMA RETIREMENT TRUST E 101-41400-121 PERA $212.22 PLAN NUMBER 304185 G101-21705 Other Retirement $611.00 PLAN NUMBER 304185 Total ICMA RETIREMENT TRUST $823.22 Paid Chk# 045601 4/9/2008 INK WIZARDS, INC. E 101-43100-227 Safety supplies $174.80 49075 PW SAFETY VESTS E 101-43100-225 Uniforms/Clothing Allowance $143.50 49176 PW UNIFORMS (CAPS) Total INK WIZARDS, INC. $318.30 Paid Chk# 045602 4/9/2008 INTERNATIONAL CODE COUNCIL INC E 250-42410-360 Education/Training/Conferences $59.00 978573 -IN FIRE INSP CERT COURSE Total INTERNATIONAL CODE COUNCIL INC $59.00 Paid Chk# 045603 4/9/2008 JACQUIE ROGNLI E 101-41400-347 Newsletter $1,025.00 2008-02 APRIUMAY OTSEGO VIEW E 101-43620-390 Contracted Services $25.00 2008-02 CLEAN UP DAY FLIER Check Amt Invoice Comment E 408-43100-302 Engineering Fees $427.63 23056 OTSEGO CRK NORTH UPGRADES E 499-49400-302 Engineering Fees $258.51 23058 CITY WELL HEAD PROTECTION E 444-49400-302 Engineering Fees $11,272.21 23060 WATER TOWER #1 ALT VLV & BSTR E 101-41560-302 Engineering Fees $148.51 23061 WETLANDS CONSERVATION ACT 1991 E 444-49400-302 Engineering Fees $933.29 23062 WELL #3 REDEVELOPMENT E 444-49400-302 Engineering Fees $138.98 23063 WELL #8/9 - RAW WTRMN E 485-43100-302 Engineering Fees $694.72 23064 QUEENS AVE IMPROVEMENT E 250-42410-311 Ping & Eng.-101Traffic Study $612.50 23065 TRUNK HWY 101 G 701-22431 PLEASANT CRK 4TH $270.51 23066 PLEASANT CREEK 4 G 701-22422 ROTTLUND HOMES $859.39 23067 ROTTLUNDIWILDFLOWER G 701-22426 FIN PLAT ARBOR CRK 3 $889.63 23068 ARBOR CREEK 3 G 701-22393 REMINGTON COVES $141.63 23069 REMINGTON COVES G 701-22432 OTSEGO PRESERVE III $75.63 23070 OTSEGO PRESERVE 3 G 701-22445 RIVER PLACE II $138.19 23071 RIVERPLACE 2 G 701-22415 NORIN'S LANDING $30.25 23072 NORIN'S LANDING G 701.22392 MISSISSIPPI COVE 1 & 2 $256.58 23073 DAVIS MISSISSIPPI COVE G 701-22361 SUN RAY FARMS $167.07 23074 SUNRAY FARMS G 701-22394 DUERR PROP $197.32 23075 DUERR CREEK G 701-22465 GREAT RIVER CTR $275.00 23076 GREAT RIVER CENTRE G 701-22467 ZIMMER FARMS 6 $297.01 23077 ZIMMER FARMS 6 G 701-21861 EAGLE TRUCK INTERIM USE PERM $3,870.68 23078 MINING - EAGLE TRUCKING E 101-41560-302 Engineering Fees $1,110.60 23079 STAFF MEETINGS E 444-49400-302 Engineering Fees $1,068.32 23080 WATER TOWER #3 E 403-43100-302 Engineering Fees $13,710.74 23097 75TH ST IMPROVEMENT E 602-49450-302 Engineering Fees $4,624.08 23111 MISC W/S E 601-49400-302 Engineering Fees $4,624.08 23111 MISC W/S E 101-41560-302 Engineering Fees $981.56 23111 MISC ENGINEERING E 101-41560-302 Engineering Fees $2,153.04 23113 2008 MSAA G 701-21876 BANACK CUP - NEW CONSTRUCTI $395.32 23115 BANACK CUP G 701-21868 MN NATIVE LNDSCP ANNEXATION $1,661.55 23115 MN NATIVE LNDSCP G 701-21881 THE SHOPPES OF GRC/KLEIN BAN $515.63 23115 SHOPPES OF GRC G 701-21880 CRONIE'S GAMEROOM BAR & GRIL $1,106.88 23115 CRONIES G 701-21872 TARGET STORE $66.96 23115 TARGET SITE E 495-49450-302 Engineering Fees $677.47 23116 GRENINS MISSISSIPPI CITY SEWER E 444-43256-302 Engineering Fees $4,469.96 23117 UPGRADE LS#1 & SCADA Total HAKANSON ANDERSON ASSOC INC $71,913.99 Paid Chk# 045599 4/9/2008 HELGESON MAILING SERVICE LLC E 101-41400-347 Newsletter $847.79 3528 APRIUMAY NEWSLETTER Total HELGESON MAILING SERVICE LLC $847.79 Paid Chk# 045600 4/9/2008 ICMA RETIREMENT TRUST E 101-41400-121 PERA $212.22 PLAN NUMBER 304185 G101-21705 Other Retirement $611.00 PLAN NUMBER 304185 Total ICMA RETIREMENT TRUST $823.22 Paid Chk# 045601 4/9/2008 INK WIZARDS, INC. E 101-43100-227 Safety supplies $174.80 49075 PW SAFETY VESTS E 101-43100-225 Uniforms/Clothing Allowance $143.50 49176 PW UNIFORMS (CAPS) Total INK WIZARDS, INC. $318.30 Paid Chk# 045602 4/9/2008 INTERNATIONAL CODE COUNCIL INC E 250-42410-360 Education/Training/Conferences $59.00 978573 -IN FIRE INSP CERT COURSE Total INTERNATIONAL CODE COUNCIL INC $59.00 Paid Chk# 045603 4/9/2008 JACQUIE ROGNLI E 101-41400-347 Newsletter $1,025.00 2008-02 APRIUMAY OTSEGO VIEW E 101-43620-390 Contracted Services $25.00 2008-02 CLEAN UP DAY FLIER CITY OF OTSEGO 04/09/08 11:32 AM Page 5 *Check Detail Register© APRIL 2008 Check Amt Invoice Comment Total JACQUIE ROGNLI $1,050.00 Paid Chk# 045604 4/9/2008 JESSICA STOCKAMP E 101-42150-310 Miscellaneous $120.00 GIFT CARDS - MCGRUFF CONTEST Total JESSICA STOCKAMP $120.00 Paid Chk# 045605 4/9/2008 LEAGUE OF MN CITIES E 101-41400-310 Miscellaneous $94.47 2) 2008 DIR OF MN CITY OFFICIA Total LEAGUE OF MN CITIES $94.47 Paid Chk# 045606 4/9/2008 LEAGUE OF MN CITIES INS TRUST E 204-41400-310 Miscellaneous $2,500.00 11062834 INSURANCE DEDUCTIBLE Total LEAGUE OF MN CITIES INS TRUST $2,500.00 Paid Chk# 045607 4/9/2008 LENNAR CORPORATION R 250-32999 Assessor's Fee $25.00 ASSESSORS FEE - 17449 54TH R 250-32262 Mechanical Permit $25.00 GAS FIREPLACE -17461-54TH R 250-32262 Mechanical Permit $25.00 GAS FIREPLACE - 17455 54TH R 250-32262 Mechanical Permit $25.00 GAS FIREPLACE -17449 54TH R 250-32262 Mechanical Permit $25.00 GAS FIREPLACE -17467 54TH R 250-32262 Mechanical Permit $25.00 GAS FIREPLACE -17443 54TH R 250-32262 Mechanical Permit $25.00 GAS FIREPLACE - 17437 54TH R 250-32262 Mechanical Permit $25.00 GAS FIREPLACE - 17431 54TH R 250-32262 Mechanical Permit $25.00 GAS FIREPLACE - 17425 54TH R 250-32999 Assessor's Fee $25.00 ASSESSORS FEE -17467 54TH R 250-32999 Assessor's Fee $25.00 ASSESSORS FEE - 17455 54TH R 250-32999 Assessor's Fee $25.00 ASSESSORS FEE - 17443 54TH R 250-32999 Assessor's Fee $25.00 ASSESSORS FEE - 17437 54TH R 250-32999 Assessor's Fee $25.00 ASSESSORS FEE - 17431 54TH R 250-32999 Assessor's Fee $25.00 ASSESSORS FEE -17425 54TH G 250-21801 BUILDING PERMIT SURCHARGE $70.78 SURCHARGE -17443 54TH R 250-32999 Assessor's Fee $25.00 ASSESSORS FEE -17461 54TH R 315-34406 Water Availabilty Charge $1,812.50 EAST WAC FEE -17449 54TH R 601-34302 Water Meters $700.00 WATER METER -17449 54TH R 315-34407 Sewer Availability Charge $3,212.50 EAST SAC FEE -17467 54TH R 315-34407 Sewer Availability Charge $3,212.50 EAST SAC FEE -17461 54TH R 315-34407 Sewer Availability Charge $3,212.50 EAST SAC FEE - 17449 54TH G 250-21801 BUILDING PERMIT SURCHARGE $62.48 SURCHARGE - 17437 54TH R 315-34407 Sewer Availability Charge $3,212.50 EAST SAC FEE -17437 54TH R 315-34407 Sewer Availability Charge $3,212.50 EAST SAC FEE - 17431 54TH R 315-34407 Sewer Availability Charge $3,212.50 EAST SAC FEE - 17425 54TH R 315-34406 Water Availabilty Charge $1,812.50 EAST WAC FEE -17467 54TH R 250-32260 BUILDING PERMITS $1,017.42 PERMIT FEE - 17425 54TH R 315-34406 Water Availabilty Charge $1,812.50 EAST WAC FEE -17455 54TH R 315-34407 Sewer Availability Charge $3,212.50 EAST SAC FEE -17455 54TH R 315-34406 Water Availabilty Charge $1,812.50 EAST WAC FEE -17443 54TH R 315-34406 Water Availabilty Charge $1,812.50 EAST WAC FEE -17437 54TH R 315-34406 Water Availabilty, Charge $1,812.50 EAST WAC FEE -17431 54TH R 315-34406 Water Availabilty Charge $1,812.50 EAST WAC FEE - 17425 54TH R 250-32260 BUILDING PERMITS $1,081.48 PERMIT FEE -17467 54TH R 250-32260 BUILDING PERMITS $1,081.48 PERMIT FEE - 17443 54TH R 250-32260 BUILDING PERMITS $1,017.42 PERMIT FEE -17461 54TH R 250-32260 BUILDING PERMITS $1,017.42 PERMIT FEE - 17449 54TH R 250-32260 BUILDING PERMITS $1,017.42 PERMIT FEE - 17431 54TH G 250-21801 BUILDING PERMIT SURCHARGE $64.41 SURCHARGE - 17425 54TH R 315-34406 Water Availabilty Charge $1,812.50 EAST WAC FEE - 17461 54TH R 250-32262 Mechanical Permit $172.00 HVAC PERMIT -17449 54TH G 250-21801 BUILDING PERMIT SURCHARGE $62.48 SURCHARGE - 17455 54TH CITY OF OTSEGO 04/09/08 11:32 AM Page 6 *Check Detail Register© APRIL 2008 Paid Chk# 045608 4/9/2008 LONG & SONS E 101-41940-389 Cleaning Services $772.13 08-84 CITY HALL - MAR CLEANING E101-41940-203 Other Supplies $144.62 08-84 CITY HALL SUPPLIES E 101-43100-389 Cleaning Services $404.70 08-84 PW - MAR CLEANING Total LONG & SONS $1,321.45 Paid Chk# 045609 4/9/2008 MANDY HEMMER R 601-37150 WATER SALES $44.64 7982 PALMGREN - W/S REFUND Total MANDY HEMMER $44.64 Paid Chk# 045610 4/9/2008 MENARDS E 101-43100-210 Operating Supplies (GENERAL) $47.52 48282 WORK GLOVES Total MENARDS $47.52 Paid Chk# -0456114/9/2008 MINNESOTA COPY SYSTEMS E 101-41400-413 Office Equipment Rental $89.31 4911 ESTUDIO MAINT/COPIER Total MINNESOTA COPY SYSTEMS $89.31 Paid Chk# 045612 4/9/2008 MONTICELLO ANIMAL CONTROL E 101-42710-390 Contracted Services $160.00 ANIMAL CONTROL Total MONTICELLO ANIMAL CONTROL $160.00 Paid Chk# 045613 4/9/2008 NAPA OF ELK RIVER tNC E 101-43100-210 Operating Supplies (GENERAL) Check Amt Invoice Comment G 250-21801 BUILDING PERMIT SURCHARGE $64.27 SURCHARGE - 17431 54TH G 250-21801 BUILDING PERMIT SURCHARGE $64.27 SURCHARGE - 17461 54TH G 250-21801 BUILDING PERMIT SURCHARGE $64.41 SURCHARGE - 17449 54TH R 315-34407 Sewer Availability Charge $3,212.50 EAST SAC FEE - 17443 54TH R 250-32262 Mechanical Permit $172.00 HVAC PERMIT - 17425 54TH R 250-32260 BUILDING PERMITS $1,002.64 PERMIT FEE -17455 54TH R 250-32261 Plumbing Permit $192.00 PLUMBING PERMIT -17425 54TH R 250-32261 Plumbing Permit $192.00 PLUMBING PERMIT -17449 54TH R 250-32262 Mechanical Permit $196.00 HVAC PERMIT -17431 54TH R 250-32262 Mechanical Permit $196.00 HVAC PERMIT - 17437 54TH R 250-32261 Plumbing Permit $240.00 PLUMBING PERMIT -17443 54TH R 250-32262 Mechanical Permit $196.00 HVAC PERMIT - 17461 54TH R 250-32261 Plumbing Permit $216.00 PLUMBING PERMIT - 17431 54TH R 250-32261 Plumbing Permit $216.00 PLUMBING PERMIT - 17437 54TH R 250-32261 Plumbing Permit $216.00 PLUMBING PERMIT -17455 54TH R 250-32261 Plumbing Permit $216.00 PLUMBING PERMIT - 17461 54TH R 250-32262 Mechanical Permit $220.00 HVAC PERMIT - 17443 54TH R 250-32260 BUILDING PERMITS $1,002.64 PERMIT FEE - 17437 54TH R 250-32262 Mechanical Permit $220.00 HVAC PERMIT -17467 54TH R 250-32261 Plumbing Permit $240.00 PLUMBING FEE -17467 54TH R 250-32262 Mechanical Permit $196.00 HVAC PERMIT - 17455 54TH G 250-21801 BUILDING PERMIT SURCHARGE $70.78 SURCHARGE -17467 54TH Total LENNAR CORPORATION $53,357.80 Paid Chk# 045608 4/9/2008 LONG & SONS E 101-41940-389 Cleaning Services $772.13 08-84 CITY HALL - MAR CLEANING E101-41940-203 Other Supplies $144.62 08-84 CITY HALL SUPPLIES E 101-43100-389 Cleaning Services $404.70 08-84 PW - MAR CLEANING Total LONG & SONS $1,321.45 Paid Chk# 045609 4/9/2008 MANDY HEMMER R 601-37150 WATER SALES $44.64 7982 PALMGREN - W/S REFUND Total MANDY HEMMER $44.64 Paid Chk# 045610 4/9/2008 MENARDS E 101-43100-210 Operating Supplies (GENERAL) $47.52 48282 WORK GLOVES Total MENARDS $47.52 Paid Chk# -0456114/9/2008 MINNESOTA COPY SYSTEMS E 101-41400-413 Office Equipment Rental $89.31 4911 ESTUDIO MAINT/COPIER Total MINNESOTA COPY SYSTEMS $89.31 Paid Chk# 045612 4/9/2008 MONTICELLO ANIMAL CONTROL E 101-42710-390 Contracted Services $160.00 ANIMAL CONTROL Total MONTICELLO ANIMAL CONTROL $160.00 Paid Chk# 045613 4/9/2008 NAPA OF ELK RIVER tNC E 101-43100-210 Operating Supplies (GENERAL) $16.35 348083 WIPER BLADES E 101-43100-210 Operating Supplies (GENERAL) $19.22 348166 SNAP RING, HYD FIL E 101-43100-240 Small Tools/Equipment $14.87 348349 BRUSH FOR WASH BAY E 101-43100-220 Repair/Maint Supply (GENERAL) $9.65 349236 WIRE FOR SWEEPER E 101-43100-210 Operating Supplies (GENERAL) $69.93 350810 CLEANERS E 601-49400-210 Operating Supplies (GENERAL) $23.54 351333 LUBE FOR CURB STOPS E 101-43100-210 Operating Supplies (GENERAL) $14.58 351856 OPERATING SUPPLIES E 101-43100-210 Operating Supplies (GENERAL) $16.35 352747 WIPER BLADES Total NAPA OF ELK RIVER INC $184.49 Paid Chk# 045614 4/9/2008 NEWMAN TRAFFIC SIGNS CITY OF OTSEGO 04/09/08 11:32 AM Page 7 *Check Detail Register© APRIL 2008 Check Amt Invoice Comment E 101-43100-393 Street Signs $492.63 TI -0190391 SIGN MAT'L - BLANKS E 101-43100-393 Street Signs $645.30 TI -0190627 SIGN MAIL - BLANKS Total NEWMAN TRAFFIC SIGNS $1,137.93 Paid Chk# 045615 4/9/2008 NEXTEL COMMUNICATIONS E 101-43100-320 Telephone $210.88 CELL PHONES E 250-42410-320 Telephone $153.90 CELL PHONES Total NEXTEL COMMUNICATIONS $364.78 Paid Chk# 045616 4/9/2008 NORTHERN TOOL & EQUIPMENT CO E 101-43100-210 Operating Supplies (GENERAL) $8.52 191241644 BLASTING ABRASIVE Total NORTHERN TOOL & EQUIPMENT CO $8.52 Paid Chk# 045617 4/9/2008 NORTHWEST ASSOC CONSULTANTS G 701-22434 Crimson Ponds West $724.50 17480 CRIMSON PONDS WEST G 701-21883 ISLAND VIEW BLUFFS $552.00 17480 BAME - ISLAND VIEW BLUFF G 701-22465 GREAT RIVER CTR $161.00 17480 GREAT RIVER CENTRE G 701-21878 COTTAGE BLDR/REM COVES REPL $57.50 17480 REMINGTON COVES 2 G 701-21884 KLEIN BANK BUILDING $57.50 17480 KLEIN BANK SITE G 701-21880 CRONIE'S GAMEROOM BAR & GRIL $1,051.90 17480 CRONIES BAR & GRILL G 701-21868 MN NATIVE LNDSCP ANNEXATION $46.00 17480 MN NATIVE LANDSCAPES G 701-21881 THE SHOPPES OF GRC/KLEIN BAN $46.00 17480 GRC - KLEIN BANK FINAL PLAT G 701-21882 TCF NAIL BANK @ GRC $1,364.30 17480 TCF G 701-21861 EAGLE TRUCK INTERIM USE PERM $46.00 17480 POULIOT/ISD 728/EAGLE TRUCKING E 101-41570-303 Planning Fees $333.20 17481 LONG RANGE PLANNING E 101-41570-303 Planning Fees $24.25 17481 SOCIAL HOST ORDINANCE E 101-41570-303 Planning Fees $1,490.65 17481 LIGHTING E 101-41570-303 Planning Fees $1,135.55 17481 GENERAL E 250-42410-303 Planning Fees $3,504.67 17482 CODE ENFORCEMENT E 101-41570-303 Planning Fees $1,650.00 17483 MARCH MEETINGS Total NORTHWEST ASSOC CONSULTANTS $12,245.02 Paid Chk# 045618 4/9/2008 NOVA COMMUNICATIONS E 101-41400-320 Telephone $30.00 25752 RESET VOICE MAIL Total NOVA COMMUNICATIONS $30.00 Paid Chk# 045619 4/9/2008 OFFICEMAX E101-41400-201 Office Supplies and Expenses E 101-41600-201 Office Supplies and Expenses E 250-42410-201 Office Supplies and Expenses E 101-41400-201 Office Supplies and Expenses Total OFFICEMAX $58.55 591245 OFFICE SUPPLIES $10.53 591245 FIN OFFICE SUPPLIES $2.45 591245 BLDG OFFICE SUPPLIES $62.88 658109 OFFICE SUPPLIES $134.41 Total PUBLIC EMPLOYEES RETIREMENT FD Paid Chk# 045620 4/9/2008 PUBLIC EMPLOYEES RETIREMENT FD E 250-42410-121 PERA E 101-43100-121 PERA E 101-41600-121 PERA E 101-41400-121 PERA G 101-21704 PERA E 601-49400-121 PERA E 602-49450-121 PERA Total PUBLIC EMPLOYEES RETIREMENT FD Paid Chk# 045621 4/9/2008 PURCHASE POWER $616.41 PPE 4/5/08 CH DTD 4/9/08 $822.55 PPE 4/5/08 CH DTD 4/9/08 $421.20 PPE 4/5/08 CH DTD 4/9/08 $350.15 PPE 4/5/08 CH DTD 4/9/08 $2,109.86 PPE 4/5/08 CH DTD 4/9/08 $37.70 PPE 4/5/08 CH DTD 4/9/08 $37.70 PPE 4/5/08 CH DTD 4/9/08 $4,395.57 E 101-41400-206 Postage $125.61 POSTAGE Total PURCHASE POWER $125.61 Paid Chk# 045622 4/9/2008 QWEST CITY OF OTSEGO 04/09/08 11:32 AM Page 8 *Check Detail Register© APRIL 2008 Check Amt Invoice Comment E 101-43100-320 Telephone $144.64 PW PHONE SERVICE Total QWEST $144.64 Paid Chk# 045623 4/9/2008 RANDY'S SANITATION E 101-41940-325 Garbage Service $109.37 8899 NASHUA AVE E 101-43100-325 Garbage Service $100.70 13400 90TH ST Total RANDY'S SANITATION $210.07 Paid Chk# 045624 4/9/2008 REED BUSINESS INFORMATION E 441-43100-350 Print/Binding (GENERAL) $154.44 3897249 AD FOR BIDS - PW GENERATOR Total REED BUSINESS INFORMATION $154.44 Paid Chk# 045625 4/9/2008 SCHARBER & SONS E 101-45200-220 Repair/Maint Supply (GENERAL) $339.56 393836 PARTS FOR JD TRACTOR Total SCHARBER & SONS $339.56 Paid Chk# 045626 4/9/2008 SCHLUENDER CONSTRUCTION E 101-43100-322 Utilities $450.00 14699 PW SEPTIC PUMPING Total SCHLUENDER CONSTRUCTION $450.00 Paid Chk# 045627 4/9/2008 SOFTRONICS E 602-49450-390 Contracted Services $50.00 2247 UTIL - LABOR E 601-49400-500 Capital Outlay (GENERAL) $511.20 2247 MS OFFICE SOFTWARE E 601-49400-390 Contracted Services $50.00 2247 UTIL - LABOR E 602-49450-500 Capital Outlay (GENERAL) $511.20 2247 MS OFFICE SOFTWARE E 101-43100-501 Equipment $1,075.65 2247 MS OFFICE SOFTWARE E 101-41400-390 Contracted Services $125.00 2247 ADMIN - LABOR E 250-42410-390 Contracted Services $962.50 2247 BLDG - LABOR E 250-42410-570 Office Equip and Furnishings $3,766.80 2247 MS OFFICE/ANTIVIRUS SOFTWARE & E 101-41600-570 Office Equip and Furnishings $1,372.73 2247 MS OFFICE/ANTIVIRUS SOFTWARE E 101-41600-390 Contracted Services $437.50 2247 FIN - LABOR E 101-41400-501 Equipment $2,235.38 2247 MS OFFFICE/ANTIVIRUS SOFTWARE E 101-43100-390 Contracted Services $500.00 2247 PW - LABOR Total SOFTRONICS $11,597.96 Paid Chk# 045628 4/9/2008 ST. CLOUD STATE UNIVERSITY E 101-41400-360 Education/Training/Conferences $410.00 2008 MMCI - TAMI LOFF Total ST. CLOUD STATE UNIVERSITY $410.00 Paid Chk# 045629 4/9/2008 TIM ROCHEL E 250-42410-360 Education/Training/Conferences $47.41 INSP MTG LUNCHEONS E 250-42410-225 Uniforms/Clothing Allowance $129.20 SAFETY SHOES E 250-42410-201 Office Supplies and Expenses $95.97 LAPTOP AC ADAPTOR Total TIM ROCHEL $272.58 Paid Chk# 045630 4/9/2008 TOSHIBA AMERICA BUSINESS SOLUT E 101-43100-413 Office Equipment Rental $55.29 49302318 PW TOSHIBA COPIER Total TOSHIBA AMERICA BUSINESS SOLUT $55.29 Paid Chk# 045631 4/9/2008 TROPHIES PLUS E 101-41400-310 Miscellaneous $25.30 NAME PLATES - BLANKS E 101-42150-310 Miscellaneous $6.92 NAME PLATE/POLICE COMM Total TROPHIES PLUS $32.22 Paid Chk# 045632 4/9/2008 UNIQUE PAVING MATERIALS E 101-43100-434 Blacktop Supplies $107.78 184374 BLACKTOP COLD MIX Total UNIQUE PAVING MATERIALS $107.78 Paid Chk# 045633 4/9/2008 WRIGHT COUNTY AUDITOR -TREASURE CITY OF OTSEGO 04/09/08 11:32 AM Page 9 *Check Detail Register© APRIL 2008 Check Amt Invoice Comment E 101-42100-390 Contracted Services $65,880.00 PATROL -08-4 APRIL SHERIFF PATROL E 101-41400-390 Contracted Services $968.50 SA -2008 SPEC ASSESS CONTRACT 2008 Total WRIGHT COUNTY AUDITOR -TREASURE $66,848.50 Paid Chk# 045634 4/9/2008 WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $46.00 120080000002 DARA GLEN DEV AGREEMENT Total WRIGHT COUNTY RECORDER $46.00 Paid Chk# 045635 4/9/2008 XCEL ENERGY E 602-49450-322 Utilities $3,779.85 17330 53RD ST E 602-49450-322 Utilities $58.72 17388 52ND ST E 601-49400-322 Utilities $286.01 5750 RANDOLPH E 101-43160-322 Utilities $195.24 RIVERPOINTE LIGHTS E 602-49450-322 Utilities _ $85.44 16935 56TH CT $19,992.70 Total XCEL ENERGY $4,405.26 485 Street Impr. Fund - 2006 Paid Chk# 045636 4/9/2008 XEROX CORPORATION E 101-41400-413 Office Equipment Rental $1,433.64 31744489 XEROX COPIER/COPIES Total XEROX CORPORATION $1,433.64 Paid Chk# 045637 4/9/2008 ZARNOTH BRUSH WORKS INC E 101-43100-210 Operating Supplies (GENERAL) $537.51 116166 BROOM REFILL E 101-43100-210 Operating Supplies (GENERAL) $230.04 116166 GUTTER BROOM Total ZARNOTH BRUSH WORKS INC $767.55 10100 BANK OF ELK RIVER $365,286.52 Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $132,359.72 204 INSURANCE RESERVE $2,600.00 206 CAPITAL EQUIPMENT REVOLVING $67,884.00 250 Comm. Dev. & Bldg Safety $25,793.24 315 W & S DEBT SERVICE (E. WWTP) $40,200.00 403 COLLECTOR RDS (FORMERLY MSA) $14,645.53 408 Otsego Creek Watershed $427.63 441 Otsego Municipal Building Fund $154.44 442 Water Treatment Project 207-08 $1,754.07 444 SE Utilities Project $19,992.70 480 194/CSAR 37/19 & Kadler $3,542.76 485 Street Impr. Fund - 2006 $694.72 495 2007 Grenins, Friendship &Quan $677.47 499 WELLHEAD PROTECTION PROJECT $258.51 601 WATER FUND $20,738.92 602 SEWER FUND $13,693.50 701 DEVELOPMENT ESCROWS FUND $19,869.31 $365,286.52 CITY OF OTSEGO 03/26/08 10:04 AM Page 1 *Check Summary Register© MARCH 2008 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ALLIANCE BENEFIT GROUP UnPaid E H RENNER & SONS UnPaid FORT DEARBORN LIFE UnPaid ICMA RETIREMENT TRUST UnPaid JAY BROS. INC. UnPaid KNIFE RIVER CORPORATION UnPaid PUBLIC EMPLOYEES RETIREME UnPaid UNITED STATES POSTAL SERVI FILTER: None $504.38 PPE 3/22/08 CH DTD 3/26/08 $33,488.83 WELL #3 REDEVELOPMENT $866.15 PW - APRIL $823.22 PLAN NUMBER 304185 $34,813.70 PRESSURE CONTROL STATION #1 $95,170.71 70TH ST IMPR/CSAH 19 TO MACIVER $4,337.86 PPE 3/22/08 CH DTD 3/26/08 $867.38 POSTAGE FOR OTSEGO VIEW Total Checks $170,872.23 CITY OF OTSEGO 03/26/08 10:05 AM Page 1 *Check Detail Register© MARCH 2008 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ALLIANCE BENEFIT GROUP G 101-21706 Hospitalization/Medical Ins $504.38_ PPE 3/22/08 CH DTD 3/26/08 Total ALLIANCE BENEFIT GROUP $504.38 Unpaid E H RENNER & SONS E444-49400-530 Improvements Other Than Bldgs $33,488.83 PAY #6 WELL #3 REDEVELOPMENT Total E H RENNER & SONS $33,488.83 Unpaid FORT DEARBORN LIFE E 602-49450-130 Employer Paid Ins (GENERAL) E 101-41600-130 Employer Paid Ins (GENERAL) E 601-49400-130 Employer Paid Ins (GENERAL) E 101-41400-130 Employer Paid Ins (GENERAL) E 250-42410-130 Employer Paid Ins (GENERAL) E 101-43100-130 Employer Paid Ins (GENERAL) PERA Total FORT DEARBORN LIFE Unpaid ICMA RETIREMENT TRUST $8.85 W/S -APRIL $148.55 FIN - APRIL $8.85 W/S - APRIL $190.24 ADMIN - APRIL $196.62 BLDG - APRIL $313.04 PW - APRIL $866.15 E 101-41400-121 PERA $212.22 PLAN NUMBER 304185 G 101-21705 Other Retirement $611.00 PLAN NUMBER 304185 Total ICMA RETIREMENT TRUST $823.22 Unpaid JAY BROS. INC. E 444-49400-500 Capital Outlay (GENERAL) $34,813.70 PAY #2 PRESSURE CONTROL STATION #1 Total JAY BROS. INC. $34,813.70 Unpaid KNIFE RIVER CORPORATION E 440-43100-530 Improvements Other Than Bldgs $95,170.71 PAY #2 70TH ST IMPR/CSAH 19 TO MACIVE Total KNIFE RIVER CORPORATION $95,170.71 Unpaid PUBLIC EMPLOYEES RETIREMENT FD G 101-21704 PERA E 101-41400-121 PERA E 101-41600-121 PERA E 101-43100-121 PERA E 602-49450-121 PERA E 250-42410-121 PERA E 601-49400-121 PERA Total PUBLIC EMPLOYEES RETIREMENT FD $2,082.16 PPE 3/22/08 CH DTD 3/26/08 $342.94 PPE 3/22/08 CH DTD 3/26/08 $421.20 PPE 3/22/08 CH DTD 3/26/08 $823.82 PPE 3/22/08 CH DTD 3/26/08 $30.94 PPE 3/22/08 CH DTD 3/26/08 $605.86 PPE 3/22/08 CH DTD 3/26/08 $30.94 PPE 3/22/08 CH DTD 3/26/08 $4,337.86 Unpaid UNITED STATES POSTAL SERVICE E 101-41400-347 Newsletter Total UNITED STATES POSTAL SERVICE 10100 BANK OF ELK RIVER $867.38 POSTAGE FOR OTSEGO VIEW $867.38 $170,872.23 CITY OF OTSEGO 03/26/08 10:05 AM Page 2 *Check Detail Register© MARCH 2008 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $6,516.93 250 Comm. Dev. & Bldg Safety $802.48 440 West Street Improvements $95,170.71 444 SE Utilities Project $68,302.53 601 WATER FUND $39.79 602 SEWER FUND $39.79 $170,872.23 ITEM 5-2 Otsego Police Commission Minutes March 11, 2008 Present: Joel Torkelson, John Hinnankamp, Paul Fields, Jeff Stimac, Jessica Stockcamp, Butch Darsow, Jane Theisen, Linda Lewis, Denise Andrusko Meeting called to order at 6:42p.m. Agenda: Adding Social Host ordinance No January 8s` minutes- Jeff will resend February 12`h minutes approved unanimously Open Forum- 8 extra traffic hours per week Otsego receiving for free Burglar kicking in doors during the day in Parish area- Hall's Addition area New deputies (5) are all on board Hit and run — deliberate hit on person by intoxicated driver Local bank robbery solved in 2 days by bank cameras Otsego Preserve is being watched for suspicious activity Jeff reports person hiding under deck at his residence Rudy (Godfathers) visited MN capital to discuss liquor fine 6 extra cars on duty for St. Patrick's weekend- most in Maple Lake Old Business 1. McGruff contest updates is on Otsego Elementary schedule and have prizes donated (water park, $50.00 Bank of Elk River savings bond, nothing from Riverview Bank, Godfather's, Bob's, Denny's) will get money for gift. Ends on Friday winner announced 3-20-08 judged by city council. 2. Restaurant Tents- same given to Perkins and Riverwood National get to Chinese Buffet, Godfathers, Rockwood's, Bob's, Denny's New Business 1. Otsego View- Jackie Gieoneli doesn't want police commission minutes, just specific items/events. The police commission recommends an evaluation of her services, and asks the city council to make change if needed. The view should list events, activities, and city and school functions - recent past or future. 2. Social Host Ordinance- City council (Dan Licht) is asking Otsego Police Commission to address loophole in adult homeowner being liable for supplying alcohol to 18-20 year old adults. Commission wants more information from Lakeville and Chaska. Butch sees no immediate need/problem in Otsego. Jessica will resent more information at the next meeting. Council Reports Gravel pit withdrew application New sports bar planned north of Holiday Inn Fitness Zone planning to expand 2 banks building near Target Council Meeting Assignments 3-24-08 Paul Fields 4-7-08 John Hinnankamp Meeting Adjourned 8:16 p.m. CITY OF OTSEGO PARK & RECREATION COMMISSION MEETING MINUTES MARCH 12, 2008 7:00 PM Call to Order: The meeting was called to order at 7:00 PM. Roll Call: Commissioners: Chair Peter Torresani, Kathy Roberts, Sue Krekelberg, Krista Bean, Mike Brumm and Beverly Kumar. Absent: Commissioner Cassady Councilmembers: Jessica Stockamp and Mark Thorsted. Staff: City Administrator Mike Robertson. 1. Agenda Approvals Chair Torresani asked to switch items 5 and 6. Motion by Commissioner Brumm and seconded by Commissioner Kumar to approve the agenda as revised. Motion carried 6- 0. 2. Approval of February 13, 2008 minutes: Commissioner Brumm, seconded by Commissioner Roberts, moved to approve the minutes as presented. Carried 6-0. 3. Field Usage: Councilmember Stockamp and Administrator Robertson reviewed the issues regarding field usage by the T-ball/Toss ball program. Commissioners said that they had scheduled the program for three fields based on the information they had. They asked Administrator Robertson to work with Community Education to keep track of how many fields the program uses in 2008. If necessary, a fourth field could be added for the program next year. 4. Permanent Bases: Rogers Youth Baseball requested that permanent bases be installed at the Otsego fields. Commissioners noted that Youth Baseball had made donations to the City park fund in the past. Commissioner Brumm, seconded by Commissioner Roberts, moved to recommend to the City Council that permanent bases be installed at a cost not to exceed $650. Carried 6-0. 5. City Update: Councilmembers Stockamp and Thorsted and Administrator Robertson updated the Commissioners on recent events. 6. Easter Egg Hunt: Commissioners reviewed the duties for the Easter Egg Hunt on Saturday, March 15. Adjournment: Commissioner Roberts moved, seconded by Commissioner Torresani to adjourn at 8:36 p.m. Motion carried 6-0. PAY TO: City of Otsego STATE AID PROJECT NO: FEDERAL PROJECT NO: FUNDING Federal Aid Bridge Bonding CSAH Local Total MINNESOTA DEPARTMENT OF TRANSPORTATION Transportation Bldg. - M.S. 215 395 John Ireland Blvd. St. Paul, MN 55155 STATE AID FINAL PAYMENT NOTICE 217-090-01 1FUNDING TYPE: Local 216,257.71 Total requested 0.00 Less: partial payments 0.00 54.064.43 Total due A warrant for the amount listed above will be mailed with should be directed to Candy Harding on (651) 366-4891. Approved by. r 4P Date: /,2 Payment Transaction #: Date: ITEM 5-4 $54,064.43 $51.800.00 $2,264.43 payment S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N FINAL VOUCHER FOR PAYMENT NUMBER 6 Engineer: RONALD WAGNER BUFFALO BITUMINOUS Contract No.: L98329 Phone: (612) 427-5860 2852 COUNTY ROAD 12 N P.O. BOX 337 Vendor No.: BUFFALO bpi 55313 For Period Ending: 06/03/2003 The State of Minnesota District: 03 Last Partial Estimates 01/18/2001 Date Approved: 06/04/1998 Amount of Contract: $259,000.00 Class of Work: GRADE, AGG BASE, BIT SURF, FENCE, PAVEMENT MARKUM & LANDSCAPE Located in: AT VARIOUS LOCATIONS IN OTSEGO IN WRIT COUNTY GRP State Trunk Federal Value of Work Less Previous Value of Work Federal Federal NUM Project Highway Project Certified Work Certified Non Part Non part Number Number Number To Date Certified .This Voucher To Date This Voucher - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - 001..217a-090a0aaaaBa�aaaaaaaaaaaTRAP 8696(147) $270,322.14 $270,322.14 $0.00 $0.00 0.00 asamaaaaaaaaaaaaaa aasaaaaasaaxamaa:aaaaaaa..=s aasaasaa=aaaaaasaasaasaa aaaaaa............aa - Totals: $270,322.14 $270,322.14 $0.00 $0.00 0.00 Value of work certified this voucher: $0.00 Total Value Paid To Date $270,322.14 Liquidated Damages Charged: $0.00 Funds Encumbered To Date $270,322.14 NET VALUE OF THIS VOUCHER : $0.00 This Project is 100.00 t COMPLETE LOW S.P. NUMBER 217-090-01 FOR WORK COMPLETED AS OF 06/03/2003 Contract Number: L98329 Minnesota Department of Transportation - Office of Finance Page 1 of I SAAS Aging Report Project Type - SP Bid Opening Date prior to: 12/31/2008 Sorted by Project Number All Districts Municipality: 217-OTSEGO This report uses tables: CO -MUNI -INFORMATION, MASTER ACCTS, PROD OBLIGS, PROJS Report ID: Aging v2008O2O5 Print Date: 4/9/2008 11:20:40AM Bid Plan DSAE Proj Oblig Trans- Opening Approval Approval Proj Nbr .type Road Name/Location Account Type Pymt Oblig Amt Paid to Date Enc Amt Date Date Date 217-090-001 SP BIKE PATH 7 - RURAL MOBILITY CONST T 207,200.00 0.00 0.00 04/09/1998 03/09/1998 04/22/1998 217-090-001 SP BIKE PATH 61 - LOCAL OFF SYS CONST T 51,800.00 0.00 0.00 04/09/1998 03/09/1998 04/22/1998 259,000.00 ' 0.00 0.00 This report uses tables: CO -MUNI -INFORMATION, MASTER ACCTS, PROD OBLIGS, PROJS Report ID: Aging v2008O2O5 Print Date: 4/9/2008 11:20:40AM Man 111 ■■� _ ����� ���� e 10 mW �■■1�/.� �,;i 111 �� ��,��,� �� �� 1�©� 111► � `� pp 111/11/1 .���WN ` -1 MEN M" 11111 ME M916 -Aum A W.1 11111 rm �� �s.� FINAL PAY ESTIMATE CITY OF OTSEGO Dual Forcemain along N.E. 65th Street, Improvement No. 06-14 Date: March 26, 2008 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: Dual Forcemains along N.E. 65th Street, Improvement Project No. 06-14 Contractor: S.R. Weidema, Inc. Contract Amount: $1,156,076.50 Award Date: September 14, 2006 Completion Date: July 1, 2007 Dear Honorable Mayor and Council Members The following work has been completed on the above -referenced project by S.R. Weidema, Inc. Rid Schedule "A" - Straaf rnnOnirfinn ITEM NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 Mobilization 1 LS $5,250.00 $ 51250.00 1 $ 5,250.00 2 Traffic Control 1 LS $3,000.00 $ 3,000.00 1 $ 3,000.00 3 Salvage and Reinstall Sin 2 EACH $200.00 $ 400.00 2 $ 400.00 4 Salvage and Reinstall Fence 100 LF $30.00 $ 3,000.00 1 $ 5 Granular Fill 300 TON $11.00 $ 3,300.00 129.981 $ 1,429.78 6 Class 5 Aggregate Base 7" Depth) 590 TON $13.00 $ 7,670.00 748.19 $ 9,726.47 7 Silt Fence, Type Machine Sliced 1,900 LF $2.50 $ 4,750.00 267 $ 667.50 Total Bid Schedule "A" $ 27,370.00 $ 20,473.75 Rid Srhaduie "R" . Sanifnm Raw— Fnrramnin ITEM 20,473.75 ESTIMATED 1,097,915.30 CONTRACT UNIT 1,118,389.05 USED TO 1,118,389.05 NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION $ 12" Plastic Pipe Forcemain Installed by $ 11,183.89 8 Horizontal Directional Drilling 8050 LF $47.10 $ 379,155.00 7668 $ 361 162.80 16" Plastic Pipe Forcemain Installed by 9 Horizontal Directional Drilling 7725 LF $76.40 $ 590 190.00 7545 $ 576 438.00 10 12" DIP Class 52 Sewer Pie 110 LF $37.15 $ 4,086.50 80 $ 2.972.00 11 16" DIP Class 52 Sewer Pie 110 LF $54.00 $ 5,940.00 80 $ 4,320.00 12 8" Gate Valve w/Valve Box 4 EA $1,260.00 $ 51040.00 4 $ 5,040.00 13 12" Gate Valve w/ Valve Box 6 EA $2,100.00 $ 12,600.00 6 12 600.00 14 16" Gate Valve w/ Valve Box 6 EA $5,300.00 $ 31 800.00 6 $ 31 800.00 15 DIP Fittin s 2500 LBS $2.50 $ 6,250.00 3975 $ 9,937.50 12" x 8" Cleanout Assembly - Includes all DIP 16 pipe, fittings and labor valves paid separately) 2 EA $3,000.00 $ 6,000.00 2 $ 61000.00 16"x 8" Cleanout Assembly - Includes all DIP 17 pipe, fittin s and labor valves paid separately) 2 EA $3,540.00 $ 71080.00 2 $ 7,080.00 72" Diameter Air Valve Manhole - Includes Combination Air Valve, Bail Valve and 18 1 associated fittings and labor 8 EA $9,030.00 $ 72 240.00 8 $ 72 240.00 19 1 Connect to Existing Forcemain 3 EA $2,775.00 $ 8,325 on 3 $ 8,325.00 Total Bid Schedule "B" Bid Schedule "A" Bid Schedule "B" TOTAL Total Work Completed to Date LESS PREVIOUS PAY ESTIMATE NO. 1 LESS PREVIOUS PAY ESTIMATE NO. 2 LESS PREVIOUS PAY ESTIMATE NO. 3 LESS PREVIOUS PAY ESTIMATE NO. 4 LESS PREVIOUS PAY ESTIMATE NO. 5 WE RECOMMEND PAYMENT OF: ot632pe PE - 1 $ 1,128,706.50 $ 27,370.00 $ 1,128,706.50 $ 1,097,915.30 $ 20,473.75 $ 1,097,915.30 $ 1,118,389.05 $ 1,118,389.05 $ 102,235.87 $ 588,397.70 $ 133,106.80 $ 201,377.84 $ 82,086.96 $ 11,183.89 FINAL PAY ESTIMATE CITY OF OTSEGO Dual Forcemain along N.E. 65th Street, Improvement No. 06-14 APPROVALS: CONTRACTOR: S.R. WEIDEMA, INC. Certification b)�Zpntragtor: I certify that all items and amounts are correct for the work completed to date. v Title:Date ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. payment for work and quantities as shown. OWNER: CITY OF OTSEGO Signed: Tide: Date ot632pe PE -2 PAY ESTIMATE #1 CITY OF OTSEGO 2008 Sanitary Sewer Cleaning Project, Improvement Project No. 08-03 April 9, 2008 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 RE: 2008 Sanitary Sewer Cleaning Project, Improvement Project No. 08-03 Contractor: Westco Environmental Services, Inc. Contract Amount: $29,700 Award Date: March 11, 2008 Completion Date: May 9, 2008 Dear Honorable Mayor and Council Members: The following work has been completed on the above -referenced project by Westco Environmental Services, Inc. Rid Srthoduln "A" - A..U.n. Q.— PA -1 ... ITEM 5-6 1l 11VCCK ITEM ESTIMATED CONTRACT UNIT USED TO NO. ITEM DESCRIPTION QUANTITY UNIT PRICE CONTRACT AMOUNT DATE EXTENSION 1 Jet -Vac Cleaning of Gravity Sewers 29,700 LF $0.62 $ 18 414.00 3,052 $ 1,892.24 2 Video Recording of Grayfty Gray'Sewers 29,700 LF $0.38 $ 11 286.00 3,052 $ 1,159.76 Bid Schedule "A" TOTAL Total Work Completed to Date LESS 5% RETAINAGE: WE RECOMMEND PAYMENT OF: APPROVALS: Total Bid Schedule "A" $ 29,700.00 $ 29,700.00 are correct for the work completed to date. Date L ENGINEER: HAKANSON ANDERSON ASSOCIATES, INC. Certification tEqineer: WA recomrr nd payment for work and quantities as shown. OWNER: City of Otsego Signed: Title: Date S:%MunicipaRAOTSEG01635\Specs\ot635PE PE -1 3.052.00 $ 3,052.00 $ 3,052.00 $ 3,052.00 $ 152.60 $ 2,899.40 To: Brad Belair Public Works Superintendent City of Otsego 8899 Nashua Ave NE OTSEGO, MN 55330 Phone: (763) 235-3175 belairb@d.otsego.mn.us ITEM 6-1 Physio -Control, Inc. 11811 Willows Road NE P.O. Box 97023 Redmond, WA 98073-9723 U.S.A www.physio-control.com www.medtronic.com tel 800.442.1142 fax 800.732.0956 Quote#: 1-113698724 Rev#: 1 Quote Date: 04/08/2008 Sales Consultant: Jon Dilley 800442-1142 x 72589 FOB: Redmond, WA Terms: Net 30, all quotes subject to credit approval and the following terms & conditions Contract: None Exp Date: 90 days after resumption of U.S. shipments. Line • Description Qty List Price Unit Disc Trade-in Unit Price Ext Total 1 80403-000148 - LIFEPAK CRPIus defibrillator, 2 $2,195.00 $600.00 $0.00 $1,595.00 $3,190.00 semi automatic operation. Energy: 200300- 360) - Includes 2005 AHAIERC Guidelines compliant software. Includes: 2pr QUIK-PAK pacing/defibrillation/ECG electrodes with REDI-PAK preconnecl system, 1 CHARGE PAK, AMBU Mask and 1 installed protocol card. Compatible with Infant/Child Reduced Energy Defibrillation Electrodes. Syr warranty. 2 11220.000079 -AED Wali Cabinet with alarm - 2 $272.00 $40.80 $0.00 $231.20 $462.40 surface mount, rolled edges Works with LIFEPAK 500, LIFEPAK 1000, LIFEPAK CR Plus or LIFEPAK EXPRESS defibrillators. Steel finish wall cabinet with white trim. Surface mounted trim style with 7"" return. SUB TOTAL $3,652.40 ESTIMATED TAX $30.06 ESTIMATED SHIPPING & HANDLING $31.77 GRAND TOTAL $3,714.22 Pricing Summary Totals List Price: $4,934.00 Cash Discounts: -$1,281.60 Tax + S&H: +$61.82 GRAND TOTAL FOR THIS QUOTE $3,714.22 2 TO PLACE AND ORDER, PLEASE FAX A COPY OF THE QUOTE AND PURCHASE ORDER TO: # 800-732- 0956, ATTN: REP SUPPORT PHYSIO -CONTROL, INC. REQUIRES WRITTEN VERIFICATION OF THIS ORDER.A PURCHASE ORDER IS REQUIRED ON ALL ORDERS $10,000 OR GREATER BEFORE APPLICABLE FREIGHT AND TAXES.THE UNDERSIGNED IS AUTHORIZED TO ACCEPT THIS ORDER IN ACCORDANCE TO THE TERMS AND PRICES DENOTED HEREIN. SIGN TO THE RIGHT: Ref. Code: AW//1-1VOYHC CUSTOMER APPROVAL (AUTHORIZED SIGNATURE) NAME DATE Notes: TAXES, SHIPPING AND HANDLING FEES ARE ESTIMATES ONLY AND ARE SUBJECT TO CHANGE AT THE TIME OF ORDER. SHIPPING AND HANDLING ESTIMATE APPLIES TO GROUND TRANSPORT ONLY. ABOVE PRICING VALID ONLY IF QUOTE IS PURCHASED IN ITS ENTIRETY. (OPTIONAL ITEMS NOT REQUIRED). IF QUOTE REFLECTS TRADE-IN VALUES,CUSTOMER ASSUMES RESPONSIBILITY FOR SHIPMENT OF TRADE-IN UNITS TO PHYSIO -CONTROL, INC. ITEMS LISTED ABOVE AT NO CHARGE ARE INCLUDED AS PART OF A PACKAGE DISCOUNT THAT INVOLVES THE PURCHASE OF A BUNDLE OF ITEMS. CUSTOMER IS SOLELY RESPONSIBLE FOR APPROPRIATELY ALLOCATING THE DISCOUNT EXTENDED ON THE BUNDLE WHEN FULFILLING ANY REPORTING OBLIGATIONS IT MIGHT HAVE. Until further notice, Physio -Control has suspended shipments of the following products: LIFEPAK®12 defibrillator/monitor, LIFEPAK 20 defibrillator/monitor, LIFEPAK 500 8 500 DPS defibrillators, LIFEPAK 1000 defibrillator, LIFEPAK CR® Plus AED, LIFEPAK EXPRESS® AED, LIFENETO RS Receiving Station, and some upgrades. At this time, Physio -Control is not able to provide estimated delivery dates. We are committed to providing customers with updated product and shipping information. If you place an order based on this quote, when the products become available Physio -Control will contact you to confirm your order. At that time you may elect to (1) proceed with your order, (2) cancel all or part of your order (3) request a revised quote. TERMS OF SALE General Terms Physio -Control, Inc. acceptance of the Buyer's order is expressly conditioned on the Buyer's assent to the terms set forth in this document and its attachments. Physio -Control, Inc. agrees to furnish the goods and services ordered by the Buyer only on these terms, and the Buyer's acceptance of any portion of the goods and services covered by this document shall confirm their acceptance by the Buyer. These terms constitute the complete agreement between the parties and they shall govern any conflicting or ambiguous terms on the Buyer's purchase order or on other documents submitted to Physio -Control, Inc. by the Buyer. These terms may only be revised or amended by a written agreement signed by an authorized representative of both parties. Pricing Unless otherwise indicated in this document, prices of goods and services covered by this document shall be Physio -Control, Inc. standard prices in effect at the time of delivery. Prices do not include freight insurance, freight forwarding fees, taxes, duties, import or export permit fees, or any other similar charge of any kind applicable to the goods and services covered by this document. Sales or use taxes on domestic (USA) deliveries will be invoiced in addition to the price of the goods and services covered by this document unless Physio -Control, Inc. receives a copy of a valid an exemption certificate prior to delivery. Please forward your tax exemption certificate to the Physio -Control, Inc. Tax Department, P.O. Box 97006, Redmond, Washington 98073-9706. Payment Unless otherwise indicated in this document or otherwise confirmed by Physio -Control, Inc. in writing, payment for goods and services supplied by Physio -Control, Inc. shall be subject to the following terms: Domestic (USA) Sales - Upon approval of credit by Physio -Control, Inc., 100% of invoice due thirty (30) days after invoice date. International Sales - Sight draft or acceptable (confirmed) irrevocable letter of credit. Physio -Control, Inc. may change the terms of payment at any time prior to delivery by providing written notice to the Buyer. Physio -Control, Inc. reserves the right to charge a 15% restocking fee for returns. Delivery Unless otherwise indicated in this document, delivery shall be FOB Physio -Control, Inc. point of shipment and title and risk of loss shall pass to the Buyer at that point. Partial deliveries may be made and partial invoices shall be permitted and shall become due in accordance with the payment terms. In the absence of shipping instructions from the Buyer, Physio -Control, Inc. will obtain transportation on the Buyer's behalf and for the Buyers account. Delays Delivery dates are approximate. Physio -Control, Inc. will not be liable for any loss or damage of any kind due to delays in delivery or non-delivery resulting from any cause beyond its reasonable control, including but not limited to, acts of God, labor disputes. the requirements of any governmental authority, war, civil unrest, terrorist acts, delays in manufacture, obtaining any required license or permit, and Physio -Control, Inc. inability to obtain goods from its usual sources. Any such delay shall not be considered a breach of Physio -Control, Inc. and the Buyers agreement and the delivery dates shall be extended for the length of such delay. Inspections Claims by the Buyer for damage to or shortages of goods delivered shall be made within thirty (30) days after shipment by providing Physio - Control, Inc. with written notice of any deficiency. Payment is not contingent upon immediate correction of any deficiencies and Physio -Control, Inc. prior approval is required before the return of any goods to Physio -Control, Inc.. Warranty Physio -Control, Inc. warrants its products in accordance with the terms of the standard Physio -Control, Inc. product warranty applicable to the product to be supplied, and the remedies provided under such warranty shall be the Buyers sole and exclusive remedies. Physio -Control, Inc. makes no other warranties, express or implied, Including, without limitation, NO WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, AND IN NO EVENT SHALL PHYSIO -CONTROL, INC. BE LIABLE FOR INCIDENTAL, CONSEQUENTIAL, SPECIAL OR OTHER DAMAGES. Patent & Indemnity Upon receipt of prompt notice from the Buyer and with the Buyer's authority and assistance, Physio -Control, Inc. agrees to defend, indemnify and hold the Buyer harmless against any claim that the Physio -Control, Inc. products covered by this document directly infringe any United States of America patent. Miscellaneous a) The Buyer agrees that products purchased hereunder will not be reshipped or resold to any persons or places prohibited by the laws of the United States of America. b) Through The purchase of Physio -Control, Inc. products, the Buyer does not acquire any interest in any tooling, drawings, design information, computer programming, patents or copyrighted or confidential information related to said products, and the Buyer expressly agrees not to reverse engineer or decompile such products or related software and information. c) The rights and obligations of Physio -Control, Inc. and the Buyer related to the purchase and sale of products and services described in this document shall be governed by the laws of the State of Washington, United States of America. All costs and expenses incurred by the prevailing party related to enforcement of its rights under this document, including reasonable attorneys fees, shall be reimbursed by the other party. WALL CABINET For use with the LIFEPAK CR'Plus AED and the LIFEPAK® 500 AED Our wall cabinet allows you to make sure your LIFEPAK CR Plus or LIFEPAK 500 AED is clearly visible and accessible to anyone who could potentially save a life. The cabinet comes in three styles—recessed (1.5 inch return trim), semi -recessed (3 inch return trim) and surface mount. These three options allow for any mounting application. The cabinet is manufactured of steel with a baked -on white epoxy finish, and is equipped with a standard alarm that can be armed or disarmed with a key lock. Standard labeling, acrylic glazing and pull handle are also included. Each cabinet includes one AED wall placard, one CPR/AED wall poster and installation instructions. Semi -recessed 119984)00292 Surface Mount 11998-000070 Recessed Flat Trim 11998-000293 LIFEPAIC CRPIus Defibrillator From the world leader in medical technology— for the minimally trained user Easy 1 -2 -3 -step operation Semi-automatic or fully automatic configurations Proven, flexible ADAPTIT" biphasic technology Unique, cost-effective power system Lightweight and compact Highly visible readiness indicator Wireless data transfer and storage technology QUIK-PAK•" pacing/ defibrillation/ECG electrodes enable fast, accurate use Medtronic created the LIFEPAK CR Plus automated external defibrillator (AED) for the first person at the scene of a sudden cardiac arrest to use. Designed for the minimally trained rescuer, the semi-automatic CR Plus requires just three steps to give a potentially lifesaving defibrillation shock, while the fully automatic CR Plus requires just two steps. The LIFEPAK CR Plus defibrillator uses the latest ADAPTIV biphasic technology, which automatically adjusts energy based on the person's needs. The device provides additional shocks, up to 360), if the heart doesn't respond to the first shock. This can enhance the chance of defibrillation success, with the goal of saving more lives. An internal computer analyzes the heart's rhythm, making it possible for individuals without medical training to deliver potentially lifesaving treatment with the press of a button. The lightweight, cost-effective power system requires little maintenance, can deliver 20-30 full energy shocks, and is easy to recharge. The readiness display indicates the status of the CHARGE-PAK'" battery charger, and uses simple icons to indicate the status of the device. QUIK-PAK pacing/defibrillation/ECG electrodes enable rapid access, incorporating a unique and easy pull handle with written and graphic prompts. The electrodes are compatible with all devices and connectors that can use QUIK-COMBO•" electrodes. The device stores ECG data for wireless transmission through an infrared IrDA port to a personal computer (PC). This method of data storage and transfer is the most innovative idea in current AED technology, and eliminates the need for data cards. User-friendly, PC-based software allows for complete and efficient review of both ECG and event data. Information from the CR Plus can be downloaded and stored in either the LIFENET® DT Express information management system or CODE-STATI"Suite medical informatics system. ITEM 7_7 Memo To: Mayor Fournier and City Council From: Brad Belair Date: 4/9/08 Re: Lilypond Park Improvements I have attached quotes for improvements to Lilypond Park. The quote to install irrigation was approved last fall. The other quotes are for the well to provide water to the irrigation system and for pathway lighting. I will be at the council meeting for discussion. 0 Page I Vidl zu Uo U.10a uisi. uesign Ldsp & Irr. DISTINCTIVE DESIGN IRRIGATION, INC. flllilli;t''1tl�lfl, �VI� ll :Q� Prepared for: City of Otsego Lily -pond Park Attn: Brad Belair Irrigation ProposaUContract Qty. Description /633890309 p.2 107 5004 Rotors Product being used: Rainbird 0 1304 Sprays 7 7005 Rotors 1? 1" Valves 3 1 !/2" Valves 1 Controller hie Poly Pipe & Misc. Fittings Inc PVC 1 Backflow- Preventer 1 Rain Sensor Inc One Year Warranty L Parts and Labor j Total Cost S 15,516.09 Additional W orkrNotes: MAR -20-2002 10:12 7633290309 97: P.02 I VJJJJJ U.J General Dotes: Note * This proposal is good for 30 days Note * Invoices over 30 days will be subject to a 2% finance charge or a minimum charge of S 5.00 per month whichever is greater. Note * Certificate of Insurance %x ill be supplied following a signed contract. Note * Distinctive Design Irrigation, Inc. installs all plumbing work Note * We Guarantee 100% coverage Note * All necessary permits are pulled by Distinctive Design Irrigation, Inc. Note * Any electrical demands for the irrigation system will be provided by General Contractor. Note * Winterization is included in base price under a one year warranty Note * Sleeving is to be installed by Distinctive Design Irrigation, Inc. If someone else other than Distinctive Design Irrigation, Inc. takes on the responsibility of installing the sleeving, and fails to complete the installation, that contractor will be charge for piercing at a cost of S 15.00 lin. ft. Note * A one year ,varranty includes product defects ( for example - non rotating heads ) and workmanship ( for example - leaking pipes, rocks in the mainline ). A one year warranty does not include damaged heads, damaged mainline and heads that are out of adjustment. If there is such a problem, time and material will be billed to the responsible parties. Note * Bid price subject to change for irregular concealed contingencies such as rock and debris Additional Notes: By signing below, I authorize Distinctive Design Irrigation, Inc. to proceed with the installation of an underground sprinkler system. I agree to the above cost. I also agree to pay Distinctive Design Irrigation, Inc. in full, following a meeting that will instruct me on how to use my system properly. A deposit of dollars is required. The deposit is non-refundable. Jason Johnson Date Owner Date MAR -20-2008 10:18 7533890309 97% P.03 03/13/2007 10:06 EH REN(ER 1 SON'S -► 3890309 'x0.501 002 WELL DRILLING FOR FIVE GENEPAr/ONS 1 SW JARVIS STRUT N.W. I ELK RIVER, MN 53330 fe RIBRIF I son$ PHONE: (753) 427-6100 / FAX: (763) 427-0533 INCORPORATED March 13, 2007 Lily Pond Park 6" Irrigation Well 60GPM S 80 PSI Rod -41 mumtitW Mobilization 52,500.00 1S ,500.00 Borehole for 6 inch well / fix)t 518.00 140 a ,520.00 Steel ca.±i i foot ' " 524.06 142 S ,405.00 6" numinai n Hole 515.()[1 lU0 S ,500.00 'stat Cement Grout 5375.00 .1 $ ,)25.0() Devclopment $225.00 121 b ,7t1U.00 F.I.R. Testlump E4ui meant $1,500.00 1 S ,500.(X) Test Pum $125.00 4 • 500.(X) Well Head Asst:mbly (Mater & backflow preventer provided by Owner) S 1,200.00 1 ' S ,20().(X) 60 GPM!'Y.,; HP Pump & VFD Controller in Nema 3R cabinet • SI0,4W.00 11 '1((,400.00 `" Drop N )v d, r? 10 SubincrsihIc Cable $ I f ,110 63' 693.(X) total 3211,046.00 Lily Pond Park 8" Irrigation Well 120GPM @ 80 PSI R:It.•..z r ln'%A Kh w..neiwt � ltlubiliratian $35(6.00 1 j ,5()U.()U 130fel Ile iur R inch well fitiol W,00 I 4 Si,900,(1/1 Stein 'CdNing . (iktt 530.00 142 8" nominal Opcii Hole S25.004 S ,500.(X) Neal cement Grout $375./10 --IU() " 3 $,12;.(X3 De%ctu mens $225.00 1 20 '1 ,50(1.(x) 1F.I.R. Test Pump l:• ui TL $1,75(1.(X) 1 S ,750A) Tc.t Pump S125.00 Y $ 010.00 W01 Head Assctnhl • (3" hitter and RPZ bookflow preventer included) $7,300.00 1 0,319) 0() 150 C;I1V1:' 15111' Purrtp & VFD Controller in Nema 3R Cabinet 'e 520,510.00 1 ti.'',SIO.A0 P" 1)"on Pipe & #6 Submersible Cable 524.00 6i 5 ,112:00 .00 Cement Slab & 6 Foot Chain Link Pence * Assumes 230 volvsinglc phase power will be supplied to the cabinet. Elec ,;rncai worlc•provided by e Owner _ -_. _��� - .. ....`. �i�i .. 1Vi♦ x JVI IV i -f�1 VVGJ N..•CQ-J tri .L'. E. I. RENNER & SONS, INC. Well Drilling for Five Generations Office: ( 63)427-6100 15688 Jarvis Street NW Fax: ( 63)427-0533 Elk River, MN 55330 www.ehrenner.com Irrigation Well & Pump Proposal To: Ship To: City of Otsego Lily Pond Park 8899 Nashua Avenue NE Kadler Avenue NE and 101' Street Otsego, MN 55330 Otsego, MN Our proposal includes: (1) A 4 inch diameter, steel cased irrigation well drilled approximately 240 feet deep and installed with neat cement gout. (2) Well development and test pumping to maximize and determine sand free capacity. (3) A Grundfos 40550-12, 5 HP, 230V, stainless steel submersible pump to produce approximately 35 GPM at 70PSY. (4) A Goulds BF50 variable speed motor controller. (5) 1-1/2 inch drop pipe and #10-3 w/grd submersible cable for the pump. (6) A 1-1/2 inch well head discharge assembly with Kunkle pressure relief valve, ARI air relief valve, and appurtenances. (7) The MN Dept. of Health well notification fee and well record are also included. Item Estimated No. Description Units Unit Price Total Price 1 Mobilization 1 L.S. $1,800.00 $1,800.00 2 Borehole for 4 inch well / foot 140 FT. $10.00 $1,400.00 3 Steel casing / foot 142 FT. $12.00 51,704.00 4 4" Nominal Open Hole 100 FT. $10.00 $1,000.00 5 Neat Cement Grout 3 YDS. $375.00 $1,125.00 6 Development 8 HRS. $225.00 $1,800.00 7 FIX Test Pump Equipment 1 L.S. $750.00 $750.00 8 Test Pump 4 M. $125.00 $500.00 9 Well Head Assembly I L.S. $1,065.00 $1,065.00 10 40 0PM/5 IV Pump & Variable Speed Controller 1 L.S. $5,500.00 $5,500.00 11 1-1/2" Drop Pipe  Submersible Cable 63 FT. $9.00 $567.00 $17,21100 Total Estimated Price Alternate Items: A Cramma Log (Only if required B Cement Slab & 6 Foot Chain Link Fence I L.S. 1 L.S. $1,250.00 $2,460.00 Connection to the irrigation system is to be performed by the Irrigation Contractor. Water meter an preventer will be provided by the Owner. Electrical work is not included in this estimate. I backflow An annual appropriations permit from the MN DNR will be required to operate this well.. See REVERSE SIDE of this proposal for TERMS AND CONDITIONS and PRE -LIEN NOTICE. Owner/Owner's Agent (Date) ' Robert Lium, project Manager 08/15/07 (Date) Y'. r r Tb. n n Wright -Hennepin Cooperative Electric Association 6800 Electric Drive • P.O. Box 330 • Rockford, MN 55373 Fax (763177-3054 • Phone (763)477-3000. 1-800-943-2667 Line Extension Cost Estimate Project Location/ Description: The city of Otsego has requested lighting along park trail system. Organization Responsible for Charges: City of Otsego 4144 Nashua Ave Otsego MN 55330 Attn: Mike Robertson Location Requirements: City of Otsego Parks Lighting Installation assumes underground cable route is clear of all obstructions. (W H Maintained Lighting, W H Rate AC -5 $6.35/month each fixture) Description of Lighting Llly pond Park (5 qty Ught poles) Utility Postop 100 watt HPS cutoff fixture 14 Chariston Utility Fluted Pole Anchor base and assembly Installation Total Assembly Cost Transformer Facility Charge .............................................................................................................. .................................................................................................... ........ ............................................................................................... $2,830.00 ................................................................................................... $1125.00 Total Charge: $15,275.00 I agree to pay the actual construction cost for this project based on the above cost estimate. Final cost will be based on actual construction footage, and will be invoiced after the work has been completed. Signature: Prepared By: Wayne Bauemschmitt ITEM Wright -Hennepin Cooperative Electric Association 6800 Electric Drive • P.O. Box 330 • Rockford, MN 55373 Fax (763) 477-3054 • Phone (763)477-3000 • 1-800-943-2667 Line Extension Cost Estimate Project Location/ Description: The city of Otsego has requested lighting along park trail system. Organization Responsible for Charges: City of Otsego 4144 Nashua Ave Otsego MN 55330 Attn: Mike Robertson Location Requirements: City of Otsego Parks Liflhtina Installation assumes underground cable route is dear of all obstructions. (W -H Maintained Lighting, W H Rate AC -5 $6.35/month each fixture) Description of Lighting School Knoll Park (6 qty Light poles) UtilityPostop 100 watt HPS cutoff fixture............................................................................................................. 14 Chariston Utility Fluted Pole.............................................................................................................. Anchorbase and assembly.............................................................................................................. Installation TotalAssembly Cost................................................................................................... $2,830.00 TransformerFacility Charge.................................................................................................... $1125.00 Total Charge: $78,105.00 I agree to pay the actual construction cost for this project based on the above cost estimate. Final cost will be based on actual constriction footage, and will be invoiced after the work has been completed. Signature: Prepared By: Wayne Bauemschmitt 7-2 ITEM 7_3 Memo To: Mayor Fournier and City Council From: Brad Belair Date: 4/8/08 Re: Purchase of truck crane I have attached quotes for the purchase of a flat bed and crane to be installed on the 2002 Ford F350. The crane. will be used mainly for removing lift station pumps and motors for inspection and repair. Curt has recently rented a crane on two occasions and has scheduled maintenance on approximately 20 pumps for 2008. 1 recommend we purchase the equipment from Crysteel Manufacturing. They provided the low quote which is also under the State of MN contract. Monies are available in the equipment CIP account. I will be at the council meeting for discussion 0 Page 1 3200SPECIFICATIONS Moment Rating: 10.000 Ft. -Lbs. Lift Capacities: 3200 Lbs. 0 3 Ft. 909 Lbs. 0 11 Ft. 2500 Lbs. 0 4 Ft. 769 Lbs. 0 13 Ft. 1428 Lbs. 0 7 Ft. 666 Lbs. 0 15. Ft 1111 Lbs. 0 9 Ft. Use the traveling block provided and double line hookup for loads greater than 1600 Lbs. Boom: Standard length 7 Ft. to 11 Ft. (manual or powered). Optional length 7 Ft. to 11 Ft. (manual or powered with 11 Ft. to 15 Ft. manual extension. Angle varies from - 5° to + 75°. Winch: Efficient planetary gear drive powered by 12 volt D.C. permanent magnetic motor. Winch is controlled by 12 Volt D.C. Electric Contactor controlling hoist up and down operation. Winch drum to wire rope ratio meets ANSI requirements. Winch Pedormance (First Layer) Load Hook Speed Electrical Load (Pounds) (Ft. per Minute) (AMPS) 1,000 14.5 75 2,000' 7.1 80 3,000' 6.5 110 .. - Winch Cable: 1/4- Galvanized aircraft cable 62 Ft. long is supplied with traveling block for double line operation. Breaking strength of oable is 7,000 lbs. Rotation: PO1 ERID: 320OREL and 320OREE are rotated by a worm gearset driven by a low speed, high torque hydraulic motor. Rotation is 360° continuous for all rrxxlels. Both model cranes rotate on tapered roller becrirrgs- LIFTMOORB, INC. 11505 Todd Houston, Tierdfs 77055 FAX (800) 8245559 (USA & Canada) _ + PAZ (713) 688-6324 6W5533 - Up to 8000 IL Capacity Cnwwww raes .liftmooro.com X437 5/01 A 12 volt D.C. electric driven hydraulic pump supplies 1.3 GPM 0 500 PSI. Control of cylinders and motor is by 4 -way solenoid valves. Counterbalance valves are integrally mounted in the elevation and extension cylinders. Remote Pendant: All powered functions are controlled by a remote pen- dant control that is 3 Ft. longer than the maximum boom length. The control is removable to prevent unauthatzsd use. Load Sensor: A load limiting sensor is installed in the elevation cylinder. This sensor will shut down hoist up, boom out, and boom down when an overload is detected. The sensor will reset after the load is lowered. Anti Two -Block: The 320OREE includes an anti two -block feature that prevents extending the boom against the traveling block and breaking the wire rope. Power Source: This crane operates with the truck's 12 Volt D.C. system. A second battery mounted near the crane is required to keep the voltage as high as possible. The battery should be as lege as possible and installed in parallel with the vehicle's battery. Use of a deep cycle battery is advised. 25 Ft. of 1/0 battery cable with a quick dis- connect is included along with a 3 Ft. ground wire, 150 Al" circuit breaker and master cutoff switch. Mounting: Four 1/2' Grade 8 bolts are supplied. Crane mounts on a 15' square base plate with 12' square bolt pattern. Optional Accessories: Jack Stand. over centering Manual pull out, craalk down Outrigger Drum Tongs Pedestal for Pickup Bed Pedestal for Flat Bed Loon Sensor Boom Rest Weights: Actual 3200 REE -15 650 Lbs. Actual 3200 REL -15 585 Lbs. VRYSTEEL .TRUCK EQUIPMENT March 25, 2008 Brad Belair City of Otsego 8899 Nashua Ave NE Otsego, MN 55330-7314 1130 73'd Avenue NE Fridley, MN 55432 M EQUAL OPPORTUNITY M4PLOYER 763-571-1902 1-800-795-1280 Fax 763-571-5091 Reference: Quote for Flat Bed, Bulk Head, Crane and Screw lack Out Riggers Dear Brad: Per your request we are pleased to quote the following equipment manufactured to current standards to include the following: This equipment is to fit on a Pickup with the body removed. This equipment is to fit a CA of 56" One (1) Flat bed Omaha Standard Heavy Duty 9'6" x 82" w/ Wood flooring pressure treated, weather resistant 2" nom. #1 dense tongue and grooved yellow pine Eight (8) recessed lights (two each comer) and three light cluster 4" Structural channels steel long members Cross member 12" on center Stake Pockets Bulkhead with side gussets Sub -frame to fit pickup chassis frame Crane reinforcement under rear Left comer of flat bed Screw Jackleggs installed one each side rear Uftmoore Crane 320OREE 10,000 ft -Ib rating Boom length 7 ft to 11 ft powered 11 ft to 15 ft manual Angles from -5 degrees to + 75 degrees Planarity gear winch 1/4" Galvananized aircraft cable 63 foot lonh Traveling block 12 VDC electric / hydraulic power supply Remote Pendent control Load sensor Anti-Two Block Number 320OREE-15 Pedestal PN 18375 Boom Rest PN 20861 Complete installation on Pickup Truck w/ box removed by customer Equipment and installation $14049.77 Tax $ 913.24 Net Total $14963.01 Note: There is at the time of this quote five of the Cranes in stock at the factory. Please look over this quote and if you have any questions, please give me a call at anytime. Sincerely, Bob Brandenburg Crysteel Truck Equipment /�__ Truck Utilities inc 41M"WTT1V 2370 ENGLISH ST '> MAPLEWOOD MINN 55109 \/ Phone:651 484 3305 - Fax:651 484 0076 Prepared For: OTSEGO PUBLIC WORKS 13400 90TH ST NE OTSEGO MN Phone: 763-441-8137 Fax: 763-441-9163 ATTN: BRAD BELAIR Equipment Proposal Date: 3/28/2008 Quote #: Page 1 CUst. #: Date Prepared: 3/28/2008 BY: CRAIG CAPEDER Model 3203i telescopic mechanic field service crane: 10,000 foot/pound rating, 360 degree continuous power rotation, double-acting cylinders with integral holding and/or counterbalance valves, 12V DC electric control, decals, crane hook, snatch block, decals, and installation kit and bl k 1' d standard color. Wh!te with ac Uy mars. QTY PART # 1 3203i IMT Model 3203i telescopic mechanic field service crane CONFIGURATION OPTION 1 32000006 Two manual extensions to 15' crane weight: 600 Ib with 25' remote control pendant OUTRIGGER OPTION 1 32000017 Rear Outrigger Kit - Manual out/Crank down, complete with horizontal housing tube (for installation with non -IMT mechanic service body) BOOM SUPPORT OPTION 1 32000799 Boom support - 3203i PRICE: $9,295.66 i KNAPHEIDE PG -838A WESTERNER PLATFORM 8'X 80" STEEL TREADPLATE WITH b,ZUU.UU RIGHTREAR CORNNER REINFORCED FOR CRANE,TAPERED BULKHEAD WITH LOUVERED WINDOW, 2" X 4" STAKE POCKETS, RECSSED ICC LIGHTING, INSTALLATION OF OUTRIGGERS TIED INTO CRANE REINFORCMENT, PAINTED BLACK. OPTIONAL: ONE HYDRAULIC EXTENSION ONE MANUAL EXTENSION TO 15' IN LUE OF TWO MANUALS,ADD:1300.00 CUSTOMER NET PRICE: $14,495.66 PRICE DOSE NOT INCLUDED MINN SALES TAX, SIGNATURE: CUSTOMER SIGNATURE: DATE: ONRITIONS: The prices and terms on this quotation are not subject to verbal changes or other agreements unless approved in writing by the Home Office of the Salter. All quotations and agreements are contingent upon strikes. accidents, fires, availabilil y of materials and all other causes beyond our control. Prices are based on costs and :onditions existing on date of quotation and are subject to change by the Seller before final acceptance. Terms are payment upon delivery. Quote valid for 30 days. All quotations are contingent upon compliance with all of the export laws and regulations of the United States. If any such law or regulation cannot be complied with, or if this equipment is prohibited from being exported at any time by the United States Government, this quotation and/or subsequent order(s) received or accepted become null and void [seated wan Ilvl I - J111011ou1 v. 1v.v.v Specifications Crane Rating 10,000 ft -Ib 10,000 ft -Ib 10,000 ft -Ib 10,000 ft -Ib Maximum Horizontal Reach (from centerline of rotation) 11' 1 11' 1tr Maximum Vertical Reach 12' 1" 16' 1 " 12' 1 " 16' 1" Maximum Capacity 3,200 Ib 3,200 Ib 3,200 Ib 3,200 Ib Maximum Capacity at Maximum Reach 954 Ib 700 Ib 954 Ib 700 Ib Crane Weight 525 Ib 600 Ib 560 Ib 650 Ib Crane Storage Height 27" 27" 27" 27" Mounting Space Required 14" x 18" 14" x 18" 14" x 18" 14" x 18" Tie -down Bolt Pattern 12" x 12" and 11.50"x 14.75" 12" x 12" and 11.50" x 14.75" 12" x 12" and 11.50" x 14.75" 12" x 12" and 11.50" x 14.75" Minimum Chassis Requirement 10,500 Ib GVWR 10,500 Ib GVWR 10,500 Ib GVWR 10,500 Ib GVWR ITEM 7-4 Memo To: Mayor Fournier and City Council Frorn: Brad Belair Date: 4/908 Re: Add for part-time employment I am requesting council approval to advertise for the positions of summer/seasonal and part-time office clerk/receptionist for the Public Works department. The 2008 budget is for three seasonal summer positions. At this time I'm expecting Rene Metcalf and Ryan Donnay to return for summer employment, so the add would be for one additional employee. The office position is budgeted as part-time permanent for 20 hours per week. 0 Page 1 CITY OF OTSEGO Employment Opportunity Public Works Summer Seasonal The City of Otsego is accepting applications for the position of Public Works Summer part-time from May 28- August 31, 2008. The position performs various public works duties such as maintaining parks and ballfields, street repair, and other miscellaneous duties in the Public Works Department. Qualified applicants must be 18 years of age or more, and have a valid Class D driver's license with a good driving record. Salary is $11.00 per hour. A city application is required and must be received by May 8, 2008 to be considered. For an application and job description contact Otsego City Hall, 8899 Nashua St. N.E. or call [763] 441-4414. City of Otsego Employment opportunity The City of Otsego is accepting applications for a part-time permanent position of Office Clerk/Receptionist for the Public Works department. This position performs general receptionist, clerical, and secretarial work. Qualified applicants will have previous working experience in a clerical support position. Candidates must have a high school diploma or GED and have excellent customer service skills. Work hours will be 20 hours per week with some scheduling flexibility. The starting salary range is $12.00-$14.75 per hour, DOQ, with no benefits. Applications and job description are available by calling (763) 441-4414 or at Otsego City Hall, 8899Nashua Ave. N.E. or visit the City website @ www.ci.Otsego.mn.us. Application deadline is 5pm May 8. ITEM 8-1 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 9 April 2008 RE: Otsego— GRC; KleinBank Site and Building Plans NAC FILE: 176.02 — 08.09 The Planning Commission reviewed site and building plans for a proposed KleinBank branch office at the southeast corner of Parrish Avenue (CSAH 42) and 87th Street at their meeting on 7 April 2008. Mr. Ed Muehlberg of HTG Architects was present on behalf of the applicant. The Planning Commission was pleased to see that the site and building plans incorporated their recommendation on a previous bank application for wider drive through lanes to accommodate full-size trucks common in the area. The Planning Commission had no further comments. There were also no public comments. The Planning Commission voted 6-0 to recommend approval of the site and building plans for KleinBank as outlined below. The City Council will consider the application at their meeting on 14 April 2008 at 6:30 PM. POSSIBLE ACTIONS A. Motion to approve the submitted site and building plans for KleinBank subject to the following conditions: The landscape plan is revised to provide a row of Sea Green Juniper plantings along the east and south perimeter of the subject site. 2. The site plans shall be modified to provide pedestrian access to the trail on Parrish Avenue and sidewalk on 87th Street at location aligned with the sidewalks on the north and east side of the building. 3. The design of the site access and parking area at the southeast corner of the subject site is subject to further review to improve intersection approaches and spacing for the subject site and abutting properties to be approved by City staff 4. The site plan is revised eliminate the proposed monument sign at the northeast corner of the subject site. 5. The lighting plan is to be coordinated with development of abutting properties and the shared north -south private driveway to ensure adequate lighting and minimization of exterior fixtures, subject to approval by City staff. 6. SAC and WAC fees for the proposed use shall be calculated by City staff and paid at the time a building permit is issued. 7. All utility plans are subject to review and approval of the City Engineer. 8. All grading, drainage and erosion control plans are subject to review and approval of the City Engineer. 9. All sanitary sewer, water and storm sewer lines within the subject site that provide serve to abutting properties shall be overlaid by drainage and utility easements, subject to review and approval by the City Engineer. 10. The applicant shall provide a plan for on-site snow storage and for removal of snow from the property to be dumped at the regional storm ponds within Great River Centre should the on-site storage areas be filled to capacity, subject to review and approval of City staff. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and PUD District. C. Motion to table. C. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Ed Muehlberg, HTG Architects 2 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA APPLICANT: HTG Architects on behalf of KleinBank. 04-09-08 FINDINGS & DECISION SITE AND BUILDING PLAN REVIEW APPLICATION: Request for approval of site and building pla ns for a 6,500 square foot bank building. CITY COUNCIL MEETING: 14 April 2008 FINDINGS: Based upon review of the application and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is Lot 1, Block 1 The Shoppes at Great River Centre First Addition, City of Otsego County of Wright, State of Minnesota. B. The subject site is guided by the Comprehensive Plan for future Commercial land uses. C. The subject site is zoned PUD, Planned Unit Development District in accordance with the ordinance and PUD Development Stage Plan approved by the City Council on 13 March 2006. D. The applicant is proposing construction of a 4,900 square foot bank/office building with potential future expansion to 6,500 square feet; the proposed use is a permitted use in the PUD District. F. The proposed use is subject to site and building plan review in accordance with the PUD District and Section 9 of the Zoning Ordinance. G. The Planning Report dated 2 April 2008 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. H. The memorandum dated prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. F. The Otsego Planning Commission considered the application at their regular meeting on 7 April 2008; upon review of the application, and other evidence, the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the findings outlined above. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED subject to the following conditions: The landscape plan is revised to provide a row of Sea Green Juniper plantings along the east and south perimeter of the subject site. 2. The site plans shall be modified to provide pedestrian access to the trail on Parrish Avenue and sidewalk on 87th Street at location aligned with the sidewalks on the north and east side of the building. 3. The design of the site access and parking area at the southeast corner of the subject site is subject to further review to improve intersection approaches and spacing for the subject site and abutting properties to be approved by C ity staff 4. The site plan is revised eliminate the proposed monument sign at the northeast corner of the subject site. 5. The lighting plan is to be coordinated with development of abutting properties and the shared north -south private driveway to ensure adequate lighting and minimization of exterior fixtures, subject to approval by City staff. 6. SAC and WAC fees for the proposed use shall be calculated by City staff and paid at the time a building permit is issued. 7. All utility plans are subject to review and approval of the City Engineer. 8. All grading, drainage and erosion control plans are subject to review and approval of the City Engineer. 9. All sanitary sewer, water and storm sewer lines within the subject site that provi de serve to abutting properties shall be overlaid by drainage and utility easements, subject to review and approval by the City Engineer. 10. The applicant shall provide a plan for on-site snow storage and for removal of snow from the property to be dum ped at the regional storm ponds within G reat River Centre should the on- site storage areas be filled to capacity, subject to review and approval of City staff. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: Attest: ADOPTED by the Otsego City Council this 14th day of April, 2008. CITY OF OTSEGO By: Judy Hudson, Zoning Administrator/City Clerk 2 Larry Fournier, Mayor Hakanson Anderson 3601 Thurston Avenue, Anoka, 553030-10 11 Assoc., Inc. Phone: 763/427-5860 Fax: 763/427-0520 MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Ronald Wagner, P.E. City Engineer Fred Whitnet, K1einBank Ed Muehlberg, H.T.G. Architects Gary Johnson, P.E. Anderson Engineering From: Brent Larson, P.E. Date: April 2, 2008 Re: K1einBank (Lot 1, Block 1 Great River Centre 2"d Addition) We have reviewed the Final Plat for The Shoppes at Great River Centre 1St Addition, received 3/27/08, the Preliminary Plans, dated 3/27/08, and storm sewer calculations, dated 3/26/08, for the above -referenced project and would offer the following comments: Final Plat 1. An ingress/egress easement shall be placed over all shared roads and sidewalk and a 20' wide drainage and utility easement centered over the pipe shall cover all shared utilities within Lot 1, Block 1 and Outlot A of The Shoppes at Great River Centre 1St Addition. Anderson Engineering has indicated that the required easements will be provided by separate documentation. Title Sheet 1. Please indicate that the plans are preliminary on the title sheet. 2. All sheets must be signed by the appropriate licensed Architect, Land Surveyor, Engineer, Landscape Architect, etc. 3. The Final Plans shall provide a signature line for Ronald I Wagner, P.E. City Engineer. ALTA/ACSM Land Title Survey Lot 1, Block l should be labeled Great River Centre 2"d Addition. 2. The plans lack much of the required existing conditions required in a preliminary plan submittal. We recommend providing an additional sheet to include the following required items: C:\Documents and Settings\Tami\Local Settings\Temporary Internet Files\Content.IE5\TSRDRSFO\ot2500K1eh Bankrvwl.doc i. Existing zoning classifications for land in and abutting the subdivision. ii. Total area of the proposed plat. iii. Show location, names, widths of existing streets, buildings, etc. iv. Identified by name and ownership, the adjoining unsubdivided or subdivided land. v. Statement certifying the environmental condition of the site. Site Plan, Notes and Details 1. The final plans shall include additional information of the proposed signs. 2. A stop sign is required at the drive-thru lanes' exit to the parking lot. Traffic/Access Issues Access to the site is limited to entering and exiting the site via the Target parking lot. Two entrances separated by a landscaped curbed median are proposed along the east side of the property. The nearest City street access is a right -in -right -out intersection at 87d' Street. 2. The site provides adequate parking spaces and an acceptable parking/drive aisle layout. (20-21-9.1, and 20-21-4.H.9) 3. The handicap parking spaces meet the minimum 20' depth and width required. (20-21-8) Preliminary Grading, Drainarze & Erosion Control Plans 1. Label the 10' wide bituminous bike path along the west side of the property. 2. The proposed contours do not tie into the existing contours beyond the site. Please revise. 3. Please label the soil boring location(s) with the associated soil boring ID from the geotechnical report for Great River Centre. 4. Please label the proposed grades along the curb and gutter and across the bituminous parking lot. We recommend a minimum 0.6% along curb and gutter and a minimum 1.0% over bituminous. 5. The pavement section shall be based on a geotechnical engineer's recommendation. 6. Provide a detail of the proposed inlet protection. Preliminary Utility Plan 1. The Notes shall refer to the "2005 Edition of NINDOT Standard Specifications for Construction." 2. All storm sewer pipes within the City Right -of -Way shall be RCP and a minimum 15" diameter. The storm sewer pipe from CBMH 2 to the Existing CBMH along 87th Street revised to a 15" RC Pipe. Hakanson Anderson CADocuments and Settings\Tami\Local Settings\Temporary Internet Fi1es\Content.IE5\TSF Assoc., Inc. 3. A plan to provide water and sewer service to the southwest area of Outlot A is needed. We suggest that the water and sanitary sewer be extended straight south from the existing connections, to the south property line of Lot 1, Block 1 and stubs to service this area be provided. 4. Please note that all sanitary sewer service pipes, including the bends and wyes shall be PVC SDR 26. Stormwater Management 1. The storm water runoff from the K1einBank site has been accounted for in the Great River Centre hydrology model. The downstream stormwater system has sufficient capacity to handle the additional runoff for the fully developed site. 2. This site's storm sewer system discharges to a proposed storm sewer structure labeled by others. This "by others" system has not been designed yet and additional information is required to verify that the downstream system is adequately sized. 3. Design calculations have been submitted and found acceptable. Landscaping Plan 1. No comments. Photometric Site Plan 1. No comments. Wetlands 1. The wetland delineation for the Great River Centre did not identify any wetlands within the K1einBank boundaries therefore no wetland impacts are anticipated. Environmental A statement certifying the environmental condition of the site shall be submitted. (21-6-2.B.10.) Other Considerations A geotechnical report was submitted for with the Great River Centre development. (21-6-2.B.11.) Summary and/or Recommendations Previously, preliminary plans for The Shoppes at Great River Centre 1St Addition were submitted, which include vital information for the K1einBank property. The approval of the K1einBank Plans should therefore be contingent upon the approval of The Shoppes at Great River Centre 0 Addition plans. Hakanson Anderson CADocuments and Settings\TamiTocal Settings\Temporary Internet Files\Content.IE5\TSF ASsoC.,InC. We recommend approval contingent on the above comments being addressed. Hakanson Anderson A$$oc.,Inc. CADocuments and Settings\Tami\Local Settings\Temporary Internet Files\Content.IE5\TSF ITEM 8-2 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 9 April 2009 RE: Otsego — Cronies Bar and Grill NAC FILE: 176.02 — 08.03 The Planning Commission held a public hearing on 19 February 2008 to consider the applications for development of a new restaurant to be known at Cronies Bar and Grill. Mr. Philip Rondeau of Centrasota Commercial was present to represent the applicant. There were no comments from the public. The Planning Commission discussed the site plan including extension of Quaday Avenue and provision of a second access through the Holiday Inn property to the south. The Planning Commission also asked City staff for additional information regarding off- street parking requirements at other similar facilities in surrounding communities. At the recommendation of City staff, the request was tabled to allow the applicant and property owner to work with Mr. Richard Lefebvre to add additional land to the subject site to conform to the requirements of the B-3 District. The Planning Commission considered the revised plans, including a preliminary plat meeting the requirements of the B-3 District, at their meeting on 7 April 2007. The Planning Commission was satisfied with the site plans and after some discussion stated their approval of the proposed building exterior. City staff continues to work with Mr. Lefebvre on the boundaries of his remaining properties that were modified by recording new surveys at Wright County without required City approvals. As indicated in the staff meeting notes, City staff met with Mr. Bill Christian twice and Mr. Lefebvre once and have agreed in principal to a resolution of the matter. So as not to jeopardize the Cronies project moving forward, City staff does not recommend an additional condition restricting development of their site until the other issues with Mr. LeFebvre's property are resolved. Ultimately, Mr. LeFebvre's properties will remain zoned A-1 District and under maximum control to the extent possible by the City in terms of further development or building until this issue is resolved to the City's satisfaction. The Planning Commission voted 7-0 to recommend approval of the applications as outlined below. The City Council will consider the requests at their meeting on 14 April 2008 at 6:30 PM. POSSIBLE ACTIONS Decision 1 — Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning the subject site from A-1 District to B-3 District based on a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan. C. Motion to table. Decision 2 — Preliminary/Final Plat and Site and Building Plans. A. Motion to approve a preliminary and final plat for Lot 1, Block 1 Cronies Addition based on a finding that the request is consistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance, subject to the following conditions: 1. The site plan shall be revised to eliminate the temporary north access to Quaday Avenue. 2. The applicant shall submit temporary public right-of-way easement for the temporary cul-de-sac, subject to review and approval of City staff. 3. The applicant shall submit an executed ingress/egress easement between the subject site and Lot 1, Block 1 Otsego Waterfront 4th Addition, subject to review and approval by City Staff. 4. The applicant shall pay applicable SAC and WAC fees at the time a building permit is issued. 5. The design and construction of all streets and utilities shall be subject to review and approval by the City Engineer. 6. All grading, drainage and erosion control plans shall be subject to review and approval by the City Engineer. 7. The applicant shall pay $14,350.00 as satisfaction of park and trail dedication requirements in lieu of land at the time the development contract is executed. 2 8. The applicant shall enter into a development contract subject to review and approval by the City Attorney, which is to be recorded with the final plat within 100 days of City Council approval. 9. The applicant shall provide a plan on-site snow storage and for removal of snow from the property to be dumped at the regional storm pond within Outlot A, Waterfront West should the on-site storage areas be filled to capacity, subject to review and approval of City staff. 10. All signs shall comply with Section 37 of the Zoning Ordinance and prior to placement of any signs on the subject site, sign plans and specs must be reviewed and approved by City staff and a sign permit shall be approved. 11. A lighting plan shall be submitted identifying the type, location and height of all exterior light sources and a photometric light plan showing compliance with Section 20-16-10 of the Zoning Ordinance, subject to review and approval of City staff. 12. The exterior trash enclosure shall be constructed of the same exterior materials as the principal building. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and/or. Subdivision Ordinance. C. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Philip Rondeau, applicant ORDINANCE NO.: 2008-07 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR THE CRONIES ADDITION. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described by Exhibit A. Section 2. The property is hereby rezoned from A-1, Agriculture Rural Service District to B-3, General Business District. Section 3. The zoning map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the City Clerk shall appropriately mark the zoning map on file in the City Clerk's office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 4. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 14th day of April, 2008. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk 2 CITY OFF j 04-09-08 0 1 L V (� O FINDINGS & DECISION ZONING MAP APPROVAL WRIGHT COUNTY, MINNESOTA APPLICANT: Cronies Bar and Grill APPLICATION: Request for approval of a Zoning Map amendment. CITY COUNCIL MEETING: 14 April 2008 FINDINGS: Based upon review of the application and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is described by Exhibit A. B. The subject site is guided by the Comprehensive Plan for commercial land uses. C. The subject site is zoned A-1, Agriculture Rural Service District; The applicant is requesting the subject site be rezoned to B-3, General Business District to allow for development of a restaurant use. D. Consideration of the application is to be based upon (but not limited to) the criteria set forth by Section 20-3-2.F of the Zoning Ordinance: 1 a 3. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The subject site is guided for commercial uses by the Comprehensive Plan as a part of a concentrated retail area near the intersection of TH 101 and CSAH 39. The proposed restaurant use is a destination service business consistent with the intended character of this area. The proposed use's compatibility with present and future land uses of the area. Finding: The subject site is surrounded by the following existing and planned land uses: Direction Land Use Plan Zoning Map Existing Use North Commercial A-1 District Agricultural field East Commercial PUD District Waterfront East TH 101 South Commercial PUD District Otsego Waterfront West Commercial A-1 District Agricultural field The proposed use will be compatible with the planned commercial character and complementary of other existing businesses in the area. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The subject site and proposed use shall be required to comply with all 1 provisions of the Zoning Ordinance, Subdivision Ordinance and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding. Quaday Avenue will be extended the width of the subject site with sufficient planned capacity to accommodate traffic generated by the proposed us e. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: Sanitary sewer and water utilities will be extended the width of the proposed lot from Otsego Waterfront and adequate City services exist to accommodate the proposed use. E. The Planning Report dated 14 February 2008 and addendum dated 2 April 2008 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Engineering Review dated prepared by the City Engineer, Hakanson Anderson Associates., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 19 February 2008 to consider the application, preceded by published and m ailed notice; the public hearing was closed and the application was tabled. H. The applicant submitted revised plans and the request was considered again by the Planning Commission at their meeting on 7 April 2008; based upon review of the application, and other evidence, the Planning Commission recommended by a 7-0 vote that the City Council approve the request based on the findings outlined above. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 14th day of April, 2008. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk 2 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA APPLICANT: Cronies Bar and Grill 04-09-08 FINDINGS & DECISION SITE AND BUILDING PLANS, PRELIMINARY/FINAL PLAT APPROVAL APPLICATION: Request for approval of a Zoning Map amendment. CITY COUNCIL MEETING: 14 April 2008 FINDINGS: Based upon review of the application and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is described by Exhibit A. B. The subject site is guided by the Comprehensive Plan for commercial land uses. C. The subject site is zoned B-3, General Business District D. The Planning Report dated 14 February 2008 and addendum dated 2 April 2008 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. E. The Engineering Review dated _ prepared by the City Engineer, Hakanson Anderson Associates., is incorporated herein. F. The Otsego Planning Commission conducted a public hearing at their regular meeting on 19 February 2008 to consider the application, preceded by published and mailed notice; the public hearing was closed and the application was tabled. G. The applicant submitted revised plans and the request was considered again by the Planning Commission at their meeting on 7 April 2008; based upon review of the application, and other evidence, the Planning Commission recommended by a 7-0 vote that the City Council approve the request based on the findings outlined above. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED, subject to the following conditions: The site plan shall be revised to eliminate the temporary north access to Quaday Avenue. 2. The applicant shall submit temporary public right-of-way easement for the temporary cul-de- sac, subject to review and approval of City staff. 3. The applicant shall submit an executed ingress/egress easement between the subject site and Lot 1, Block 1 Otsego Waterfront 4th Addition, subject to review and approval by City Staff. 4. The applicant shall pay applicable SAC and WAC fees at the time a building permit is issued. 5. The design and construction of all streets and utilities shall be subject to review and approval by the City Engineer. 6. All grading, drainage and erosion control plans shall be subject to review and approval by the City Engineer. 7. The applicant shall pay $14,350.00 as satisfaction of park and trail dedication requirements in lieu of land at the time the development contract is executed. 8. The applicant shall enter into a development contract subject to review and approval by the City Attorney, which is to be recorded with the final plat within 100 days of City Council approval. 9. The applicant shall provide a plan on -s ite snow storage and for removal of snow from the property to be dumped at the regional storm pond within Outlot A, Waterfront West should the on-site storage areas be filled to capacity, subject to review and approval of City staff. 10. All signs shall comply with Section 37 of the Zoning Ordinance and prior to placement of any signs on the subject site, sign plans and specs must be reviewed and approved by City staff and a sign permit shall be approved. 11. A lighting plan shall be subm itted identifying the type, location and height of all exterior light sources and a photometric light plan showing com pliance with Section 20-16-10 of the Zoning Ordinance, subject to review and approval of City staff. 12. The exterior trash enclosure shall be constructed of the same exterior materials as the principal building. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: Attest: ADOPTED by the Otsego City Council this 14th day of April, 2008. CITY OF OTSEGO By: Judy Hudson, Zoning Administrator/City Clerk 2 Larry Fournier, Mayor Hakanson Anderson 3601 Thurston Avenue, Anoka, MN 55303 11 30 A$soc.,Inc. Phone: 763/427-5860 Fax: 763/427-0520 .: MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Ronald Wagner, P.E. City Engineer Philip Rondeau, Centrasota Commercial Rich Simon, Cronie's Gameroom Bar & Grill Steve Carlson, Cronie's Gameroom Bar & Grill Andrew Berenberg, P.E., Loucks Associates From: Brent Larson, P.E. Dan Sidla, PLS Date: April 9, 2008 Re: Cronies Gameroom Bar & Grill We have reviewed the Final Plat, dated 1/22/08, Final Plans, dated 4/8/08, for the above -referenced project and would offer the following comments: Final Plat A new Final Plat has not been submitted at this time therefore the following comments remain: 1. A written agreement dated March 4, 2008 allowing Cronies access to the Holiday Inn's driveway has been received. 2. The gas line along the south property line is to be relocated. The gas line shall be relocated to within the provided easements along the lot line. 3. All hydrants and watermain to the hydrants shall be covered by a minimum 20' wide a utility easement centered over the pipe. 5. The legal description is not complete. It does not identify the section, township, range, county or state where the property is located in 6. The graphic portion of the plat does not follow the calls in the description. Deflection angles are called out in the description but turned angles are shown on the plat C:\Documents and Settings\Tami\Local Settings\Temporary Internet Files\Content.IE5\TSRDRSFO\ot2500 Cronies rvw3.doc Construction and Grading Plans Title Sheet No comments. Preliminary Plat (CM) The Preliminary Plat has been removed from the Final Plan set. Existing Conditions (Sheet C1-1) 1. Depict the existing street lighting along Quaday Avenue. Removal Plan (Sheet C1-2) 1. Depict the removal of street lamps around the existing cul-de-sac. They will need to be relocated/replaced and the power lines will need to be avoided when removing the cul-de-sac. Additional street lamps (the same as are currently installed) shall be placed along the Quaday Avenue extension. Site Plan (Sheet C2-1) 1. The current proposed two entrances is not allowed. We believe that circulating traffic will exit and re-enter the site using the cul-de-sac as a turnaround while looking for a parking space. This could cause an unsafe condition for traffic navigating the cul-de-sac. 2. The Elk River Fire Department has reviewed the proposed plans and wishes to state that the second access point located in the southeast corner to the site uses a "designated fire lane for Fire Department access and is signed as "No Parking Fire Lane only." This access point is not to be used for vehicles that will be parked and/or unattended for maintenance, deliveries, and/or any other services provide to the building." Grading Plan (Sheet CM) 1. Include the benchmark description, elevation, and datum in the utility plans. 2. Some of the proposed contours do not tie into the existing contours along the property edges. (See redlines) 3. Please provide existing spot elevations on the curb to be matched into along the driveway north of the hotel. SWPP Plan (Sheet C3-2) 1. No commentsHakanson Anderson CADocuments and Settings\TamiTocal Settings\Temporary Internet Files\Content.IE5\TSF Assoc., Inc. Utility Plans (Sheets C4-1 & C4-2) Include the benchmark description, elevation, and datum in the utility plans. 2. The location of some of the utilities does not agree with as -built plans for Quaday Avenue and the Holiday Inn. (See redlines). 3. Sheet C4-2, Street and Utility Plan and Profile, is missing. The following comments remain from the previous review. o Provide a stub elevation at the property line for the storm sewer along the west side of Quaday Avenue. o The pipe length is not correct for the pipe between CBMH 1 and CBMH 6. This pipe also appears to conflict with small utilities placed in the boulevard east of Quaday Avenue. o The pipe length, size, type, and grade are missing for the pipe from CBMH 6 to the building. o There appears to be a conflict between the water service and the storm sewer at the crossing north of CBMH 1. A minimum 12" of separation with insulation or 24" without insulation is required between all storm sewer and watermain and services. o Label the grade of the proposed sanitary sewer service. It appears that a riser may be needed. Detail Sheet (C8-1 & C8-2) 1. No comments. Other Considerations 1. Hydrology and storm sewer calculations dated 4/7/08 have been received and are under review. 2. Geotechnical report dated 2/28/08, with soil borings and recommended R -value, has been received and is under review. 3. Statements certifying the environmental condition of the site and that no wetlands are located on the site are needed. 4. Grading and Construction Specifications. Summary and/or Recommendation We recommend approval contingent on the above comments being addressed. Hakanson Anderson CADocuments and Settings\Tami\Local Settings\Temporary Internet Fi1es\Content.IE5\TSF 111Assoc.,Inc. ,,ICENTRASOTA Commercial REAL ESTATE ♦ CONSTRUCTION March 11, 2008 Mr. Mike Robertson City Administrator City of Otsego 8899 N.E. Nashua Avenue Otsego, MN. 55330 RE: Assessment of SAC/WAC Charges Crone's Gameroom, Grill and Bar — Otsego, MN. Dear Mr. Robertson, On behalf of Cronie's Game room, Grill and Bar, CentraSota Commercial is requesting the City of Otsego to allow the assessment of the proposed SAC/WAC charges for the subject project. Our request would be to pay 20% of the SAC/WAC fees upon issuance of the building permit, followed by additional 10% payments due with each half of the real estate taxes due. Thus, 20% of the SAC/WAC fees would be paid annually until satisfied in full. We would ask that this request be presented at the next possible City Council meeting for further discussion. If you have any additional comments, questions or concerns, or if you need additional information, please contact the undersigned at 763-262-2127. Respectfully, Philip W. Rondeau Broker, Chief Manager 207 Jefferson Boulevard ♦ Suite 203 ♦ Big Lake, Minnesota 55309 Phone: (763) 262-2127 ♦ Fax: (763) 262-2129 ITEM 8_3 NORTHWEST ASSOCIATED CONSULTANTS, INC. - 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Planning Commission FROM: Daniel Licht, AICP DATE: 9 April 2008 RE: Otsego — Remington Coves 2nd Addition NAC FILE: 176.02 — 08.01 The Planning Commission reviewed a revised site plan for replatting a portion of the Remington Coves Bayhomes with twin home buildings at their meeting on 7 April 2008. The builder is seeking additional comment on the acceptability of the revised plan before proceeding to prepare preliminary plat documents. The Planning Commission was very favorable to the proposed building plans, which include large two car garages and a below grade mechanical/storage room. However, there was quite a bit of discussion regarding the site plan relative to the driveway setbacks, garage access and guest parking. City staff and the builder noted that the site plan relative to these is fixed due to the setback requirements to the north and east. It was also noted that the arrangement of the bayhomes had these same issues to a degree. The only alternative to increase the garage door to curb setback would be to make the buildings smaller. City staff will work with the builder to minimize these issues to the extent possible. The Planning Commission took no formal action on the revised plans. The City Council will review the revised site and building plans at their meeting on 14 April 2008 at 6:30 PM. No formal action is required or recommended. C. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Bruce Bonebright, Cottage Builders, Inc. _ _- 68ZG-L97 -OZE lL£9L N69 Pn�q� NW X2(Vd 311VAI _1 S}y�Q71L18 Q �LSL "'a8 0 d VOFILOJ y}nos anuand 1s di 5l aa3 _ 233NCISdC NOINCfJ V N3HdhS 3WCH M3N - } o Oro -01 O 0 0 0 0 A � o 0 o Z Q J 0- } T O T J LL N a LL PROPOSED BUILDING LAYOUT ENNIBIT -of- THE BAYHOMES AT REMINGTON COVES PROPERTY OWNERS: Cottage Builders, Inc. 3209 1 st Street South, Waite Park, MN 56387 320-251-4289 L.. 1 11-0 0 Ind . 9— J ena tab r M,gpM1 9 hduNgi?-- a Wi B aT0 WI f OutloE C REWNGIO,V COPES TMST AOg11p4 wlpnl 0.aa1} Nhnaeola oaearaNS b Ma rxpaM plot Mwol. TA DENO�T DENOTES FA15TR1G RETAINMG WALL OENOIE'S ExrSRND CpICRETE SURFACE O DENOTES EXSTING AND PRDPDSED BITRANOUS SURFACE DENOTES (PEEN SPACE ML (TYPICAL OF ALL BUILDINGS UNLESS OTHERWISE NOTED) (SCALE. I IN. = 30 FT.) FaIY p= �SOM�Ila • m Professkinal Land Surveyors 6776 Lake Drive NE Suite 110 Llno Lakes, MN 55414 TOL(UI)361400 F= ("1) 3614M1 70TH STREET NE _____ +_ - .- _------------ ._____+__ - - .. .... OMOTA <aaA..a NW uru Y — — omni AT S-_-________ - \ \ I I I I I I I I I I I I I spry 0 , «v:.-2 eraaeDo NORTH GRAPHIC SCALE 68c`6 -[Sc -OZF: - 3� lOt9`, W, G"HIN !S A'K NYVd 31IFtl sss� xne o d S93(17I(1Q o y}nos anudnr }s si 33rLLOJ - 2J3NdIS30 IHNINQ(lb V NAHd31S 3VNOH M3N - Hakanson Anderson 3601 Thurston Avenue, Anoka, MN 55303 1� Assoc., Inc. Phone: 763/427-5860 Fax: 763/427-0520 MEMORANDUM To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Ronald Wagner, P.E. City Engineer Brian Reiner, Cottage Builders, Inc. Bruce Bonebright, Cottage Builders, Inc. Craig G. Schlichting, P.E., Plowe Engineering, Inc. John A. Rengo, R.L.S., E.G. Rud & Sons, Inc. From: Brent Larson, P.E. Date: January 16, 2008 Re: The Bay Homes at Remington Coves — Sketch Plan Review We have reviewed the Preliminary Plat, dated 12/21/07, and Preliminary Utility and Grading Plans, dated 12/20/07, for the above -referenced project and would offer the following comments: Preliminary Plat 1. The preliminary plat proposes to revise 18 detached Bayhomes (Lots 1-9, Blocks 7 and Lots 1-9, Block 8 of Remington Coves First Addition) to 9 Twin Bayhomes (still 18 units). The preliminary plat vacates all existing drainage and utility easements covering Outlot C, which surrounds all the townhomes, and between Lots 4 & 5, Block 7. It appears that the new preliminary plat reinstates all required drainage and utility easements. 2. The delineated wetland edges shall be depicted in the final plat. 3. The driveways for Block 1, Lots 4, 9, 10, and 12 cross adjacent lot lines into adjacent properties. 4. The locations of a telephone and cable pedestal appear to be located in the proposed driveways for Block 1, Lots 4 and 18 respectively. Existing Conditions 1. All mass grading, utilities, curb and gutter, and streets associated with the proposed plat have been completed with Remington Coves First Addition. CADocuments and Settings\TamiTocal Settings\Temporary Internet Files\Content.IE5\TSRDRSFO\ot2277BayhomesRVWI.doc Utility Plans I . The utility work associated with the The Bayhomes at Remington Coves plat consists of connecting to the existing sanitary sewer and watermain service stubs and extending these services to the townhomes. In situations were the existing services no longer properly align with the new townhome location a 4" cleanout is proposed to be installed on the sanitary sewer service to "bend" the service towards the townhome. In most cases the services are not to be realigned. It does not appear that the services will enter the each townhome in the same location therefore the utility rooms may have to be located in different locations for each house. This should be considered when reviewing the architectural plans. Grading Plans No comments. Other Considerations 1. All storm water management has been address with the Remington Coves submittals. CADocuments and Settings\Tami\Local Settings\Temporary Internet Files\Content.IE5\TSRDRSFO\ot2277BayhomesRV W I .doc Hakanson 1 Anderson Assoc.,Inc. 0 ITEM 9-1 Hakanson 30 - Anderson 3601 Thurston Avenue, Anoka, MN 55303 Assoc., Inc. 763/427-5860 Fax: 763/427-0520 , April 9, 2008 Honorable Mayor and City Council City of Otsego 8899 Nashua Avenue NE Otsego, MN 55330 Re: MSA Street Designations Dear Mayor and Council: Minnesota State Aid (MSA) requires designation of 2008 Needs by May 1, 2008. Therefore we have reviewed the City's State Aid System in order to take maximum advantage of the number of State Aid Miles available. The annual certification of State Aid roads was submitted by Hakanson Anderson Associates, Inc. to State Aid prior to the January 15, 2008 deadline and shows the City of Otsego eligible to designate a total of 22.52 miles. A total of 21.65 miles was designated in 2007 leaving 0.87 miles eligible for designation this year. We would recommend the following option for the Council to consider in designating the 2008 MSA Needs: 1. Add to Existing Route No. 108 — 75th/78th Street Total Miles Description 0.76 Existing Bituminous (0.40 miles) and Non- Existent (0.36 miles) 0.76 The 75th Street Improvement Project (City Project No. 08-01) located along the south side of the Crimson Ponds West property is currently beim designed and is scheduled for construction to start in 2008. The addition to Route 108 includes the 75t Street Improvement Project and will make it eligible for State Aid assistance. If you have any questions, please contact Mr. Ronald Wagner or myself at 763-427-5860. Sincerely, HakansoAnderson Associates, Inc. rent Larson, P.S. Enclosure cc: Mike Robertson, City Administrator Judy Hudson, City Clerk Ronald Wagner, P.E. City Engineer RESOLUTION NO. 2008 - 15 RESOLUTION ESTABLISHING MUNICIPAL STATE AID STREETS WHEREAS, it appears to the City Council of the City of Otsego that the streets hereinafter described should be designated Municipal State Aid Street underthe provisions of Minnesota law. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Otsego that the road described as follows, to -wit: 75th Street NE from Page Avenue NE to Odean Avenue NE be, and hereby established, located, and designated a Municipal State Aid Street of said City subject to the approval of the Commissioner of Transportation of the State of Minnesota. BE IT FURTHER RESOLVED, that the City Clerk is hereby authorized and directed to forward two certified copies of this resolution to the Commissioner of Transportation for his consideration, and that upon his approval of the designation of said road or portion thereof, that same be constructed, improved and maintained as a Municipal State Aid Street of the City of Otsego, to be numbered and known as Municipal State Aid Street 217- 108(75 th /78th Street). ADOPTED , 2008 Motioned By: Seconded By: All in Favor: Those Opposed: Larry Fournier (Mayor) Judy Hudson (City Clerk) 0015RES1 ITEM 9_2 RESOLUTION NO. 2008-16 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for 75TH Street NE Improvements. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated April 3, 2008, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 10:00 a.m. on May 20, 2008, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 percent of the amount of such bid. Adopted by the council this 14th day of April, 2008. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk CADocuments and Settings\Tami\l.ocal Settings\Temporary Internet Files\Content.) E5\TSRDRSFO\ot377ResAccepPlansOrdAds.doc MINNESOTA DEPARTMENT OF TRANSPORTATION CITY OF OTSEGO 75th STREET N.E. IMPROVEMENTS CONSTRUCTION PLANS FOR GRADING, CURB AND GUTTER, BITUMINOUS SURFACING, STORM SEWER DRAINAGE IMPROVEMENTS, SANITARY SEWER, WATERMAIN, AND MISCELLANEOUS CONSTRUCTION BETWEEN OHLAND AVE. NE AND ODEAN AVE. NE S.A.P. 217-108-002 CITY OF OTSEGO PROJECT NO. 08-01 1 II I ��► • I, --/ ' erre- / J o�,.e� �.'. END S.A.P. 217-108-002 STA 37+56 GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION -STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY. ALL FEDERAL. STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. WORK SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONSAS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 REVISION. TRAIL DESIGN DESIGN SPEED: 30 MPH DESIGN SPEED NOT ACHIEVED AT: STA 20+50 — STOP CONDITION STOPPING SITE DISTANCE BASED ON: 4.5 FT. HEIGHT OF EYE 0 FT. HEIGHT OF OBJECT SHEETINDEX THIS PLAN CONTAINS 26 SHEETS 1TITLE SKEET j THE SUBSURFACE UTILITY INFORMATION IN 3 THIS PLAN IS UTILITY QUAUTY LEVEL D. 4-8DETAILS THIS QUALITY LEVEL WAS DETERMINED 9 ACCORDING TO THE GUIDELINES OF 10TRAFFIC CI/ASCE 38-02, ENTITLED "STANDARD 11 GUIDELINES FOR THE COLLECTION AND ?.DEPICTION OF EXISTING SUBSURFACE 13-15 UTLITY DATA. SEE SPECIFICATIONS. I6-20 %1—X6 Hakanson Profenlonol Engineer under the lora of the State of Minnesota. P � Anderson LOCATION I 26052 DATE Assoc.,lnc. CW11 Engineers and Land Surveyors I 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-3860 FAX 763-427-0520 GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION -STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL APPLY. ALL FEDERAL. STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. WORK SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONSAS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 REVISION. TRAIL DESIGN DESIGN SPEED: 30 MPH DESIGN SPEED NOT ACHIEVED AT: STA 20+50 — STOP CONDITION STOPPING SITE DISTANCE BASED ON: 4.5 FT. HEIGHT OF EYE 0 FT. HEIGHT OF OBJECT SHEETINDEX THIS PLAN CONTAINS 26 SHEETS 1TITLE SKEET 2 ESTIMATED OUANTITIES 3 SCHEDULES 4-8DETAILS AND TYPICAL SECTIONS 9 INPLACE TOPOGRAPHY, REMOVALS AND UTILITIES PLAN 10TRAFFIC CONTROL PLAN 11 EROSION CONTROL PLAN 12 SANITARY SEWER AND WATERMAIN PLANS 13-15 STREET AND STORM SEWER PLANS I6-20 %1—X6 SIGNAGE AND PAVEMENT MARKING PLANS CROSS SECTIONS ' = I WRIGHT COUNTY, MINNESOTA DATE DISTRICT STATE AID ENGINEER: REVIEWED FOR TON DESIGN NUWER NUMBER OF FUNCTIONAL COMPLIANCE WITH STATE AW RULES/POLICY LENGTH LENGTH LENGTH 2006 2028 DATE DESIGN SPEED OF LANES PARKING LINES CLASSPICATION APPROVED FOR STATE AID FUNDING: STATE AID ENGINEER FT 630 9700I 14+00 TO 37+56 (0.4e6 0 R BEGIN S.A.P. 217-108-002 SO 1 hereby awlffy that thls plan, p NNlealion, or report was pare repend IW me orunder my direct supervision and mal I am a duly Licsed STA 14+00 mi) (0.446 .156 Profenlonol Engineer under the lora of the State of Minnesota. PROJECT 1�T COLLECTOR LOCATION I 26052 DATE zoo o ?OD Na RONALD J. WAGNER. P.E. LIC. NO. NAKANSON ANDERSON ASSOCIATES, INC. N tar CITY ENGINEER BENCHMARKS: 43381 DATE 881.53. TNN O Sr. QUAD OF 76 ST HE IL 76TH ST HE SHANE M. NELSON, P.E. LIE. N0. 820.37 TOP OF CONCRETE • FES, (WHERE TRASH GUARD BOLTS HAKANSON ANDERSON ASSOCIATES. INC. ONTO THE PPE). EAST GIDE Of ODEAN AVE ME. 300' 4 SOUTH OF HSE D: O SD CORNER Of POND DESIGN ENGINEER DATUMATUM: 1828 ww PROJECT STA. TO STA GROSS BRIDGE NET ADT ADT DESIGN ESAL SOIL TON DESIGN NUWER NUMBER OF FUNCTIONAL LENGTH LENGTH LENGTH 2006 2028 FACTOR DESIGN SPEED OF LANES PARKING LINES CLASSPICATION S.A.P. 217-106-002 FT 630 9700I 14+00 TO 37+56 (0.4e6 0 R 1,200,000 SO 11. SS 2 0 URBAN mi) (0.446 .156 COLLECTOR .I --SII. —I.— 6"w ON: 3.5 FT. HEIGHT OF EYE, 2 FT. ON: OF OBJECT EXCEPTION TO THE DESIGN SPEED FROM STA 14+00 TO STA 23+46 AND 32+11 TO 37+56 DUE TO HORIZONTAL CURVES S.A.P. 217-108-002 CITY PROJECT 08-01 SHEET 1 OF STIMATEDI STORM ROADWAY SSNER NOTES: BASS OF ES71MATED OUANTI7IES: 75TH STREET - EARTHWORK QUANTITIES: BITUMINOUS - 110 POUNDS PER INCH PER SQUARE YARD BITUMINOUS TACK COAT - 0.05 GALLONS PER SQUARE YARD CLASS 5 AGGREGATE BASE - 105 POUNDS PER INCH PER SQUARE YARD SEEDING - 75 POUNDS PER ACRE FERTILIZER - 500 POUNDS PER ACRE MULON TWE 1 - 2 TONS PER ACRE Hokanson Anderson Assoc., Inc. a+ NQr ESTIMATED QUANTITIES SEEz* 0111 EA91— and Land &wvoyos GO 75TH STREET NE 3601 ThaMon Ana.. Anoka. M —00 SSSOS 763-427-5960 FAX 763-427-0520 S.A.P. 217-108-002 / —hokonwn-a+eammnAem n at n I CITY OF OTSEGO. MINNESOTA 205 STORM SEWER SCHEDULE STANDARD PLATES THESE STANDARD PLATES AS APPROVED BY FHWA SHALL APPLY PLATE NO. DESCRIPTION 3000L REINFORCED CONCRETE PIPE 3006G GASKET JOINT FOR R.C. PIPE 3007D _ SHEAR REINFORCEMENT FOR OCS 37 PRECAST DRAINAGE STRUCTURES _31000 _ CONCRETE APRON FOR____ REINFORCED CONCRETE PIPE 3133C RIPRAP AT RCP OUTLETS 3145F CONCRETE PIPE TIES 4005L MANHOLE OR CATCH BASIN 401 OH CONCRETE SHORT CONE AND ADJUSTING RING -— -- ---_ _ (SECTIONAL CONCRETE 4011E PRECAST CONCRETE BASE 402W MANHOLE OR CATCH BASIN CBMH 39 FOR USE WITH OR WITHOUTTRAFFIC LOADS 4022A 3 FT X2 FT OPENING MANHOLE OR CATCH BASIN 4024A 48" DIA. PRECAST SHALLOW DEPTH CATCH BASIN 4026A CONCRETE ENCASED 1 CONCRETE ADJUSTING RINGS 4101D RING CASTING FOR MANHOLE OR CATCH BASIN 4108F ADJUSTING RINDS --------- FOR CATCH BASINS AND MANHOLES 411OF COVER CASTING FOR MANHOLE 4180J MANHOLE OR CATCH BASIN STEP 7035M CONCRETE WALK & 2'X 3' CURB RETURNS AT ENTRANCES 7100H CONCRETE CURB AND GUTTER 27" (DESIGN B AND DESIGN 7111J - --- INSTALLATIONS OF CBMH 43A CATCH BASIN CASTINGS 80001 STANDARD BARRICADES 8002G PERMANENT BARRICADE 9102D TURF ESTABLISHMENT AREAS AT PIPE CULVERT ENDS STORM SEWER SCHEDULE Structure Diameter Design Type Ceetin FES 37A 15"-------- OCS 37 48" SPECIAL 3 CBMH 38A 48" 4020 4 — ---- - CBMH 38 54" 4020 4 -— -- ---_ _ CB 39A 2'X 3' T X X 4 CBMH 39 48" 4020 4 _ CBMH 41 1 54" 4020 1 ------ CBMH 34 66" 4020 1 --------- CB 42 2' X 3' 2'X 3' 1 CB 43B 27" SPECIAL ! —' CBMH 43A 48" 4020 1 CBMH 43 48" 4020 1 I — CBMH 44 48" 4020 1 CBMH 45 48" 4020 1 CBMH 46 48" 4020 1 CBMH 47 54" 4020 1 -- STMH 220 54" 4020 2 — FES P 30" CB 101 30" SPECIAL 5 STMH 102 48" 1 4020 2 MH == MANHOLE FES - FLARED END SECTION SPECIAL = SEE DETAILS FOR CORRESPONDING_ SIZE — - ?YPE 1 CASTRJG - CASTNG SHALL MEET THE REQUIREMENTS OF NEENAH R3067-DRIDL OR APPROVED EQUAL rc vvna,„vv-a"na,a� Qn mcc,, nr rccwww-mcry 10 ur nevucu vrw I HAALA 48.57 OR APPROVED EQUAL ----- -------...---- ----------------------- -- TYPE 4 CASTING - CASTf4G SHALL MEET THE REQUIREMENTS OF NEENAH R3067 V OR APPROVED EQUAL TYPE 5 CASTING - SALVAGED CASTING X x T OPENINGS SHALL BE USED ON MANHOLE LDS WHERE APPROPRIATE - — — — -- - arra SCHEDULES XSIEETS Hakanson Anderson Assoc., Inc. 75TH STREET NEQWI Ehuan and Land Sumta0"63-427Aw0FAXAno7 —427—Minnes5 55303 �u-�z�-xdo rAx yes-an-aszo S.A.P. 217-108-002—a.hahanwn—ondaaon.ae,n CITY OF OTSEGO. MINNESOTA ( L10' BITUMINOUS TRAIL 3 FT. TRANSITIOAAT CONCRETE APRON 2"1/N2'1RNON-WEAR 2350 ((LL�350308) AND GUTTER CONCRETE PLACEDB ON APPROVED SUBGRADE DROP CURB. [ 1 6" (M CLASS S GRAVEL BASE I! (MOONED) Q' WIDTH nl 10 R. D APPROVED SUBGRADE 48' WIDTH A I 2-2'X4' PRE -CAST DARK GREY ---4' TYPICAL SECTION W/ TURN LANE- 75TH STREET CONCRETE TRUNCATED PEDESTRIAN RAMP INSERTS E STA 35+81 TO STA 37+05 3 FT. TRANSITION URBAN STREET SECTION - 10 TON NO SCALE teTYPICAL DROP CURB - BIKE TRAIL 4 No SCALE a 6 2' CLEAR ZONE 3•R 6• ,/2•p VARIES 10.0' c SLOPE3/4• PER FT Imo-—�{I If 2' CLEAR ZONE 5% PREFERRED SLOPE 2" 6ITLIMINOLIS MAT 1/2-R 6" R% YA%. SLOPE ' • 2.0% CLASS 5 GRAVEL •• 1 LVWE4503000 S MAT 4" iNICK CONCRETE APRON �� OAPPROVED SUBGRCC S• CLASS S GRAVEL SECTION A -A X618 CONCRETE CURB CURB&GU�ER (12' WIDE) NO SCALE NO SCALE TYPICAL SECTION - BIKE TRAIL NR azuE Hakanson Anderson Assoc., Inc. I r�°n °P I TYPICAL SECTION AND STREET DETAILS clh ENRINNw. and La" SLNVo70ER S+l }l�(j O 75TH STREET NE o, 5601 63-427 AwG FAX 7 YINNNR45 s5303 T65-uT-saeo FAX T63-42T-os2o S.A.P. 217-108-002 WWWA.konwlt- dimson.WWn 20 op Ts ORRA 0 R R CITY Of OTSEGO. MINNESOTA zwLErS 10' MIN. TRANSITION 10' MIN. TRANSITION 2' 8" i0P CURB A:1 sl Irc S' 12' I 12;,.E 10' 2 ____----_ SHOULDER THRU LANE THRU USHOULDER --'-- ----- 2X MIN. SLOPE PER SLOPE R. _ - EXPANSION JOINT EXPANSION JOINT V2 DESIGN CUTTER 10' BITUMINOUS TRAIL LINE GRADE N0. 4 REBARS ON EACH SIDE OF CASTING 10 FEET LONG IN LENGTH 2" WEAR 2350 (LVWE/50308) 0618 CONCRETE CURB 2 1/2" NON -WEAR 2350 (LVNW350308) AND GUTTER PLACED 8618 CURB 8618 CURB @ GUTTER AT CUTTER TO B61B CURB ON APPROVED SUBGRADE GUTTER CATCH BASIN MATCH CASTING GUTTER MODIFIED 47'RAN7DiNBASE ( ) D APPROVED SUBGRADE a8' WIDTH -_ _ _-____ --___-_-__ / ___-_______ TYPICAL SECTION - 75TH STREET L STA 14+00 TO STA 35+47 1 - 10' TAPER I.- TAPER URBAN STREET SECTION - 10 TON NO SCALE - CURB TRANSITION (8618) AT CATCH BASIN � 40' f 4s' NOT TO SCALE 23' 27' 1 12' I 14' 12' I'o 6' 10' I 2' iHR SHOULDER U LANE I LEFT TURN LANE Rolf TURN LANE 1 ( L10' BITUMINOUS TRAIL 3 FT. TRANSITIOAAT CONCRETE APRON 2"1/N2'1RNON-WEAR 2350 ((LL�350308) AND GUTTER CONCRETE PLACEDB ON APPROVED SUBGRADE DROP CURB. [ 1 6" (M CLASS S GRAVEL BASE I! (MOONED) Q' WIDTH nl 10 R. D APPROVED SUBGRADE 48' WIDTH A I 2-2'X4' PRE -CAST DARK GREY ---4' TYPICAL SECTION W/ TURN LANE- 75TH STREET CONCRETE TRUNCATED PEDESTRIAN RAMP INSERTS E STA 35+81 TO STA 37+05 3 FT. TRANSITION URBAN STREET SECTION - 10 TON NO SCALE teTYPICAL DROP CURB - BIKE TRAIL 4 No SCALE a 6 2' CLEAR ZONE 3•R 6• ,/2•p VARIES 10.0' c SLOPE3/4• PER FT Imo-—�{I If 2' CLEAR ZONE 5% PREFERRED SLOPE 2" 6ITLIMINOLIS MAT 1/2-R 6" R% YA%. SLOPE ' • 2.0% CLASS 5 GRAVEL •• 1 LVWE4503000 S MAT 4" iNICK CONCRETE APRON �� OAPPROVED SUBGRCC S• CLASS S GRAVEL SECTION A -A X618 CONCRETE CURB CURB&GU�ER (12' WIDE) NO SCALE NO SCALE TYPICAL SECTION - BIKE TRAIL NR azuE Hakanson Anderson Assoc., Inc. I r�°n °P I TYPICAL SECTION AND STREET DETAILS clh ENRINNw. and La" SLNVo70ER S+l }l�(j O 75TH STREET NE o, 5601 63-427 AwG FAX 7 YINNNR45 s5303 T65-uT-saeo FAX T63-42T-os2o S.A.P. 217-108-002 WWWA.konwlt- dimson.WWn 20 op Ts ORRA 0 R R CITY Of OTSEGO. MINNESOTA zwLErS 2" THICK CONCRETE ADJUSTING RINGS MINIMUM (2) AND MAXIMUM (4) SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE ALL OTSEGO SANITARY MANHOLES MOISTURE PROOF BOTH SIDES CONSEAL CS -55 (GRAY) OR APPROVED EQUAL DO NOT COAT RUBBER GASKETS OR BOOTS RUBBER WATERPROOF GASKETS REQUIRED FOR PIPE INSERTS A GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARROWS 1 . I . I 1 FORM 1/2 PIPE SECTION OF LARGEST DIAMETER PIPE SECTION ASA NEENAH R-1733 OR EQUAL CASTING (TYPICAL) SEE STANDARD PLATE N0.. 311. GROUT BETWEEN ADJUSTING RINGS AND CASTING. CHIMNEY SEAL (SEE STANDARD _r PLATE NO. 308 OR 310) PRECAST ECCENTRIC REDUCER SECTION POSITION OPENING AND STEPS ON S DOWN STREAM SID I I ® 6" BASE OR INTEGRAL BASE FOR ALL MANHOLES LESS THAN 14 FT CONCRETE SLAB;. •.. ,,.� DEEP INCREASE BASE 2" PER 6 FT OF DEPTH BEYOND 14 FT GROUT FLOW LINE MANHOLE INVERT SHALL AS SHOWN ABOVE BE SLOPED TO PROVIDE MANHOLE NOTES: SMOOTH FLOW FROM REINFORCING SHALL BE A MINIMUM OF A INLET TO OUTLET SINGLE UNE WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SO. IN. PER FT. OF HEIGHT. CASTING AND PRECAST RINGS ALTERNATE $WHEN REQUIRED) SHALL BE SET ON A FULL MORTAR BED. SANITARY SEWER STANDARO MANHOL APPROVED STEPS PER MN/DOT PLATE NO. 4180 J WALLS TO RE CONSTRUCTED OF PRECAST SECTIONS. JOINTS SHALL BE CONSTRUCTED WITH CONFINED O-RING GASKETS WATER TIGHT SEAL APPROVED - BY ENGINEER AND INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. SEE TYPICALS BELOW. SEWER PIPE 1 NUuI I n I II RADIUS ALLOWED MANHOLE BASE POSITIVE MECNMIICAL SEALS FLEIDBLE SLEEVE INTEGRALLY CAST STAINLESS STEEL STRAP COMPRESAN GASKET EAL HIMGWITH OR WORM �DRIVEG SEWER PIPE 11 EWER 1 11 PIPE I II q I II 11 I 11 GASKET RESISTANT SLEEVE NOTES: FLEXIBLE SLEEVE SHALL BE NEOPRENE MATERIAL MEETING THE REQUIREMENTS OF ASTM C-443 OR AS THE FLEXIBLE SLEEVE DIMENSIONS SHALL CONFORM TO PRODUCERS STANDARDS. INFI-S EXTERI NOTES: 1. THE ADJUSTMENT RINGS AND FRAME SHALL BE SEALED WITH AN EXTERNAL RUBBER SEALING SLEEVE AS MANUFACTURED BY INR -SHIELD - OR APPROVED EQUAL 2. THE SEAL SHALL BE MADE OF EPDM RUBBER WITH A MINIMUM THICKNESS Of 60 MILS AND SEALED WITH A NON -HARDENING BUM RUBBER MASTIC. INFI-SHIELD EI(TER6LAL SEAL (PREFERRED) w IGY[ 7 8" 1 4" 6mm 22mm C.I. LIFT HANDLES CROWN Q 3 t" SEE SELF -SEAL DETAIL TREADS 3/16" __AZ8" ' 1� �- `\�� 2" [51mm] HIGH 18mm E [Smm] HIGH E + E 10mm Deem° RAISED LETTERING E 2 1 2 S..E .pepmp pmpapm E 1®I�o—lme=I=a 1/2• w pop o=p= L 0 ' SANITARY SEWER a• 1 3 16^ _mm o° o° m E O -a -a-8 1 - (3) STACKING LUGS 3 a" .p�pepv pmpope Bo O 120• APART 10m 00 � SURFACE DESIGN NO SCALE < y TYPICAL WATER TIGHT SFALS '-' 2 1 2 S..E wlfY° 1/2• w �F [13mm) CII. GROOVE IN LID SEAT FOR1/t• smm] D4. PDL BASKET AD DUROMETER y SELF -SEAL DETAIL NO SCALE - ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC]. IMJ SECTB—R MATERIAL CAST GRAY IRON ASTM A-48. CUSS 358 No SCALE - FINISH: NO PANT WEIGHT: 122/ Hakanson Anderson Assoc., Inc.arr elw En6N wn eM Lone Sunwpn �+/� O"N" SANITARY SEWER DETAILS 75TH STREET NE s 3601 ThurAbn Aw., Anolm, Yh..—M 55303 763-427-5660 FAX 763-427-0520 S.A.P. 211-108-DO2 or 20 r°r.hakamon-anAanencm _ EMII'/�•/^Ti� CITY OF OTSEGO, MINNESOTA sHee.s UNC I E ao AT TAN ' iO 1 Z 1 n NOT LESS M THAN 6" SECTION 'B' AT BEND 6 UNDISTURBED SOIL— PLAN A 2500 PSI CONCRETE 26 DAY STRENGTH 1 Z + o WALL OF H TRENCH NOT 1E55 THAN 6" 0 SECTION 'AA' COVER FITTING ENCASED IN CONCRETE WITH POLYETHYLENE OR BUILDING PAPER PRIOR TO POURING HYDRANT LOCATOR ROD 5 ET LENGTH REO/WHITE WITH SPRING MOUNT 2 1/2" NOSE CONNECTION 4 1/2" PUMPER CONNECTION 3 1NO2 BREAKOFF SECTION NOWNAL GROUND 2'LEFT HAND OPERATING NUT UNE 3.PAIMT BARREL SECTION RED TO GRADE 4.ORAIN HOLES ABOVE NORMAL WATER TABLE TO BE OPEN, DRAIN HOLES BELOW NORMAL WATER TABLE STANOPIPE TO BE PLUGGED. HYDRANTS WITH PLUGGED DRAIN BOTTOM HOLES SHALL BE TAGGED WITH A METAL STRIP. S. ALL CAPS SHALL BE FITTED WITH CHAINS. e PACER TRAFFIC FLANGE HYDRANT (OR APPROVED EQUAL) NO SCALE WATER OR SEWER PIPE POLYSTYRENE INSULATION BOARD MnOOT 3760, AASIITO M 230 STORM PIPE NOTE: INSULATE ALL WATER OR SEWER PIPE CROSSINGS W17MM 2' OF STORM SEWER PIPE PLAN b MINIMUM -r 2D 2 T TWO LAYERS OF LENOTN 3D 12" CLEAR RP.iUUTNNI BOARD 0 Al WN, 4" THICKNESS WIDiMI. STACOER JORM PROFILE INSULATION FOR WATER �AN�A�S�ER PIPE&SE�GESPIPE&SEDGES NOT TO SCALE APPROVED LOCATOR ROD HYDRANT MARKER PACER TRAFFIC FLANGE HYDRANT OR APPROVED EOUAL is 18" UNDISTURBED SOIL MOL VALVES SMALL BE FITTED WITH EXTENSION STEMS. TO BRING THE OPERATING NUT TO WITHIN 1' OF THE SURFACE. WATER MAIN DETAILS X-��OE-T� Hakanson Anderson Assoc., Inc. el.0 Enem. er Lw snow. 75TH STREET NE 3601TOmON, A—, Amke, MWMNNNfe 55303 S.A.P. 217-108-002783-427-5660 FAX 763-427-0520 CITY OF OTSEGO, MINNESOTA vwr.hakanAen-Cn04reen.eeln Tg INRA tl H B _ O MIN. 2 LAYERS OF HYDRANT DRAIN PLASTIC 4 MIL. WATERMAIN MIN. THICKNESS CRUSHED ROCK O1 CU. YD. _ CONCRETE THRUST - BLOCK a BASE TIE BACK THE VALVE SEPARATION NOTE. IB" MINIMUM FROM SANITARY $EWER HYDRANT DRAINS BELOW WATER TABLE TO BE PLUGGED AND THE HYDRANT TAGGED HYDRANT AND VALVE INSTALLATION ADJUST TO FINISHED FIV G AS SPECIFIED OX ASSEMBLY VALVE R BLOCKS E WRAPPED WITH YERS OF 4 MIL IC WATERMAIN, SOLID CONCRETE BLOCKS IN 4" THICK SIZE VARIESIN B" X 12" D CONCRETE BLOCKS MIN 4" THICK MIN B" X 12" MOL VALVES SMALL BE FITTED WITH EXTENSION STEMS. TO BRING THE OPERATING NUT TO WITHIN 1' OF THE SURFACE. WATER MAIN DETAILS X-��OE-T� Hakanson Anderson Assoc., Inc. el.0 Enem. er Lw snow. 75TH STREET NE 3601TOmON, A—, Amke, MWMNNNfe 55303 S.A.P. 217-108-002783-427-5660 FAX 763-427-0520 CITY OF OTSEGO, MINNESOTA vwr.hakanAen-Cn04reen.eeln Tg INRA tl H B _ GALVANIZED GRATE DOWNSTREAM IPSEAm DE OF 1 SIDE OF WEIR SIDE Oi WEIR FORM 1/2 PIPE SECTION Oi B" LONG HINGES LARGEST DIAMETER PIPE h -- MANHOLE (WALL OR BASE) PIPE 1 I ...6" . .. /F6 ANCHOR PRE -CAST GROUT BOTTOM TO SLOPE INTO MANHOLE 12" O.C. TOWARD PIPE AS SHOWN N i SECTION A-A BY ARROWS 1. THE FOLLOWING MAY BE USED AS AN ALTERNATIVE TO THE PRE -CAST ANCHORS: HVA ADHESIVE ANCHOR SYSTEM, WITH HVA ADHESIVE CAPSULES TOP VIEW AND /5 REBAR, AS MANUFACTURED BY HILTI CORP 57" OR APPROVED EQUAL. " CASTING BD6 (MnDOT f CONCRETE ADJUSTING RINGS ,,,—CASTING AS INDICATED •' '-"-'"----' ON PLANS OR SCHEDULE 2. REINFORCEMENT BARS IN WEIR NOT SHOWN. TOP VIEWSTANDARD STANDARD PLATE 4125) MAX. 4-2" RINGS TO BE INSTALLED GROUT INSIDE AND OUTSIDE OF WEIR REINFORCEMENT CASTING SHALL BE SET MIN. Z-2" RINGS TO BE INSTALLED CASTING R ADJUSTING RINGSOF FULL MORTAR BED O WALL AND BASE 27 PRECAST ECCENTRIC SSHI 5 USED FOR LEVELING 8" ,� 30" DIA REDUCER SECTION i HAALA 48-57 PLATE STYLE SHALL BE METAL OR CONCRETE 4 I \ I CONCRETE GRATE OR EQUIVALENT HINGED CRAZE 1r— PRECAST MANHOLE SECTIONS I m PIPE OVERFLOW ELEVATION _ STEPS AS PER MN/DOT 893,91 RCP OUTLET PIPE y 1/4" STEEL _ STANDARD PLATE 4180J �II----'PLATE LOPE I FT WADS TO BE CONSTRUCTED NORMAL WATER FLOW I I, f' _' , _ _ OF PRECAST SECTIONS. JOINTS ORIFICE 886.82 888.82 9 L 2 1/Y DIAMETER, ANCHOR �-- ti '' T SHALL BE CONSTRUCTED WITH 8" POURED CONC. BASE RUBBER WATERPROOF 12" Min. !4 REBAR 49 L10 EMBEDMENT UM 4" 1 2" CCR. I FOR ALTERNATE PRECAST CONFINED 0 -RING GASKETS. CONCRETE BASE SEE GASKETS REQUIRED FOR 12" O.C. EW 5" ? STANDARD PLATES INDEX. MANHOLE INVERT SHALL BE 888,32 6" �. 44 DIA: PIPE INSERTS SLOPED TO PROVIDE SMOOTH SECTION A -A BASE REINFORCEMENT: FOOT FLOW FROM INLET TO OUTLET in .12 SO. IN. PER N. RCP INLET PIPE SEE DETAIL FOR IN EACH DIRECTION, A 1 0' A SEE SECTION A -A WEIR REINFORCEMENT INTEGRAL BASE 1 ^ I I O WALL AND BASE. 3" IM IN. NOTE: 6" BASE FOR ALL MANHOLES LESS THAN THE OVERFLOW ELEVATION SHALL BE AT OR ABOVE AS AN OPTION, BRICK OR CONCRETE 14 FT. DEEP INCREASE BASE 2" PER THE PEAK 2 -YEAR STORM EVENT ELEVATION. BUT BLOCK MASONRY MAY BE USED. 5-4 6 R. OF DEPTH BEYOND 14 FT. NO HIGHER THAN THE 100 YEAR ELEVATION FOR MATERIALS AND CONSTRUCTION CONCRETE SUB 5" PRECAST BASE MAY BE USED FOR SKIMMER STRUCTURE WITH WEIR PLATE STYLE GRATE FOR A8� DIA. OUTLET STRUCTURE METHODS, SEE STANDARD PLATE GROUT FLOW LINE MANHOLES LESS THAN 14 FT. DEEP. 4002• GONE SECTION DETAILS OF AS SHOWN ABOVE ..•" 4002 DO NOT APPLY. STORM SEWER STANDARD MANHOLE 14 2-0 REINFORCING: AD sAM MIN. A MINIMUM OF THREE SINGLE LINE STEEL WIRE FABRIC APPROVED HANDLING HAVING AN AREA OF NOT LESS THAN DEVICES AT 120' SPACING. a• 0.12 SO. IN. PER FOOT OF HEIGHT A A A I A CASTING NEENAH 3067 CONCRETE ENCASED + �' t SD" CATCH BASIN KH OR EOUIVALENT WITH ADJUSTING RINGS Mn/DOT 1 1 GROUT INVERT DL/DR OR VANE GRATE PLATE 4026A MINIMUM 2, MAXIMUM 4, 1P \ 2" THICK ADJUSTING RINGS CASTING NEENAH W3067 ITH I 1/Y' MIN. `7` JDDR ALENT WITH FLOW UNE a eo COVER SLAB REINFORCEMENT CASTING NEENAH }067 � R VANE GRATE 1111 Mn/DOT 4022A CLEARANCE OR EQUIVALENT WITH T Y TM YAWCASTING 4" MIHi COVER SLAB DL/DR TR VANE GRATE 1 11 Mn/DOT 4022A CONCRETE ENCASED `1 4- ONCRETE ENCASED ADJUSTING STEPS AS PER RECAST SEGMENTS AS T P F ADJUSTING RINGS Mn/DOT I RINGS Mn/DOT PLATE 4026A MN/DOT STANDARD _--_____ REWIRED IN 1 FOOT MULTIPLES FLOW UNE e = o PU COE2p SLAG �� 1 j CASTING NEENAH R-4342 OR PLATE 4180) +ALL TO BE PRECAST 5" JT /DOT 4022A EQUIVALENT STOOL TYPE GRAZE I•ECTION OR CONCRETE 48" 4" MIN LIglIMUM 2. MAXIMUM 4. 2" "jEWER BLOCK SEAL PIPE THICK ADJUSTING RINGS a WITH PE PRECAST LOWER SECTION 5• � TA1 + ' 24" X 36"..PRECAST OPENINGS R GROUT INVERT MINIMUM 36" NIGH MAXIMUM 51.NOTES.REQUIRED 48" HIGH Mn DOT PLATE 40051 ~ u~i I ASC MASONOPTION, BRICK OR CONCRETE L, LOWER SECTION W u STRUCTURE Yn/DOT 5.. FOR K MASONRY DONS7RUCilON GROUT INVERT IIPEANDARD OPPLATE ENINGS MET4002 COME SECTISEE ON DETAILS OF . ; ' ' 4•-0"•. , . AS REQUIRED (IN.) I `) SEAL GROUT INVERT PIPE 4002 DO NOT APPLY. RECTANGULAWITH REINFORCINGR GROUT SINGLE UNE'STEEL WIRE FABRIC fOCiIOM A ♦ 1 �� R• HAVING. AN AREA OF NOT LESS THAN o STANDARD STORY MANHOLE rr+r u iNml - n,ar IA! a r sr 4 0.12 30. IN. PER FOOT OF HEIGHT. "1% MINIMUM COVER FLOW UNE -TO TOP OF HPE - 2 FEET wK it ra iWIK MiI xx 2"�I'� • • 8" POURED COW. BAS[ 1. CONCRETE ADJUSTING RINGS MIN. u e F W Ow CONCRFOR ETE ALTERNATE SEE 2-2" RINGS MAX 4-2" RINGS. YC1tlN A� STANDARD PLATES INDEX, 2. CONCRETE RASE SHALL 6" POURED 2 SASE REINFORCEMENT: IN PLACE OR 5" PRECAST SLAB. 48 RICN DIAMETER SHALLOW 0.12 30. IN. PER FOOT DEPTH CATCH BASIN IN EACH IN. MAXIMUM 24 CH DIAMETER PIPE SUE 27 PRECAST CATCH BASIN YARD INLET 2• K S' CATCH BASIN SINN n Hakanson Anderson Assoc", Inc. ^ a ci«I EnyN4an and L Survayon O"EVD 75TH STREET NE GMS 3601 ThurOm A— Anoka. MInn4Role 55303 S.A.P. 217-108-002 ®! 763-427-5860 FAX 763-427-0520 20 x c No. RJW w hakanwn .d—n. a 7'RE GRG RI R CITY Of OTSEGO, MINNESOTA ^Ti / I.W scone HARD SURFACE / Tn• son Mol —Flt 1 iwlM talq mwwroa o. a.rorm�nq s$n I. tkoalml PUBLIC ROAD aoawn W, ma�m� aaiwr OF wlmem ana other oo1wlw1, to so. Dna 'r d.dnq c«amuclyl «eraliw$ in «cdeonce .iln lnex aDecilicali«s. / / errN aarz 2.00 ualeriob tea 4yNy M mpmpri. MW ea me roa..emmte a me uob.iol sD•kiokol;oa, lin x�.- A'k un00T 2573 »,oppropdab erdrRise'.MACHINE SLICED OR Too Erosion ole .damsel oenWsPREASSEMBLED ns meas s 51811 inclue•, MA nol W 4milM to Me roll..inq, .1 'nasoYIN. 2 1/2' Ine aoelMs or « ap•cYNOBOVE GROUND OPTIONStogmqo1 Earllwwn Aetirnl N - TM oaotbn oa moa.aq of .09 molenas ASAPPROVED BY aMN a wM _ WO III• Not P i- aroo a+ll b• .npal•clee Iron6" MINIMU 4THE CITY ENGINEER.^ra$'w' 1a'IneNwnealU""1$°$IWeS•aaM - SOke M potwl ei tl an« awn b• c.mpNNd as 'Oscines the emaet or n m• wedlkoNse.. M.Ia q - MacMnq Mel M usNo W poral Iemwrory orale N. 1. aka 1"-2" WASHED ROCK 6"X6" EARTH FILL I wH«n Ironerwon. �,E W. aII°to"`awkcl vrolpr imr . Oka o :u « o.aemml raa ea aI wosiuon. 8 M0 eC T rr Sedmeet Game - Soom•nt beans MM be used to M. aM Rear wt V FENCE Swim•' Imm .roe./ arse. to pa«I saner auoltr ana po« Ne Belo. eSILT FENCE BO% TO PROTECT DROP INLETS MATERIAL We karMtr«li« at.. $ 6" APRON 5ll Fe«e - Set Iawe Mau a us•a to t,ep .Nim.nl Tram orwa or Braila' PRE CURB AND GUTTER ramal. set I.nc.. on t•n'pararY dna awl a .•mors' .nen M. S' POSTS - B' MAX. ON CENTER 'ameboma mw b p•nnw•ntly wMla•a. as sx[u .an n.s w ex• sola aerls a to r Ira . . ( err[ • artc. sI) MINIMUM 2' PENETRATION Wonar.eye - . d"Ooy. M el a WN i« YM sere aswaol .1 .aroo Isom (D M �� � sen«e sew., '.wean end an.r ar.ctu.ae a. m•ew.e•. BET. /MM�OT 3686 •. ctyraica pawb« IMelwsoar.wa / Z ��„t Kaa„� tn. conl.oaw Mal pole• nese. em.w. arse o o (osis' $ approrea maawb) to cWwt penutrM Dred«•d as a by-W011t r Me la project's wrl� G.. anempM. emin•e %AWc. I-- AtMei.n rale. lyse w'rc Muria, rti_ar. a news. eros,., .papa. whelk At di ee,d f 1 .ern, Me pawto 1 awl a 1 sin bone We ale ole a.w,ee or r RIPRAP ecwrda«e .Xn cele ana bcol ro9uMlya. aw'�1`eYN`a Iso' O 1 swanky r«IYMs n p6 taiMM. cllsnlic 1 wee•. . sMik Renta an II e, rot a locaw aep�•ai to alr.mm...abp 'on•0.”. Ther Mdl ne mcol.a o .wrM.lweeas. GRANULAR wmciel ai.aro. W —1 m dol•. celMan.nM. era Mon ee maton.e +n FILTER BLANKET SEC_ a-e o«o.aone. sun all ante sea — rpuM .. NOTE; B s. Asna°�°use lona .•vuMllme ao..m b..N a e awwrmssesrxem DIMENSION E IS GIVEN ON 1 a moto,1W. 1 a mnww a. ` m 1:.. ....d 1. to �gnite Ire. STD. PL. 3100 Q 3110. m bmM die. ®wresa O SNAKE BAG no 0� 00 : 2' N, puaic o roe mem 'Ned dura' Imcbse o1 nne oroMa a u a _ O anesse—i 1 A ND'inNsa ee neae.wry a supped Duel. a se Msmvleeraa000ieam®sem °O t S. MaNNnpnc. aM rww.al z ane .an. Mal a aa.awMy Reinke :. ncai«ol DROP INLET a 2' conatron as W. a mead' ears' m• arawacM« opsmlbn. Mmp.rary WITH GRATE �� m awn a Ismor.e oda ue sae ro.ew•a to oa n•ory erigina INFRASAFE 2'X31 DEBRIS COLLECTION DEVICE I ' `ooa`ti°" °' p o`u`abM e` ar"Ma a In. Erwin.e`. A J. M•es.r•rrl•rd sM psylrl•nt $ TYPE FF (MONO -MONO FABRIC) SO BAG FIULLED WITH i.s" CLEAN USE EOUIV. D FOR PIPE ARCH (SEE STD. For en sen, a sort for eMM ep«Hic u A Wkse .1 teabned m M. amreerm "SEWER ROCK" PL. 3110 FOR EQUIV. D) draw'. seal u«n sR a arse to tM he'ro'n uroi wpicoble. Parmwl nor M ulel eN bo moa• a We cwWwt '1 Wk, Ibr mel item. S«n ti We ..0. or, Waa ones, ,uMm's neceswry era ina`cae 011 W`Inewasa p'Oi.n of r r 1.0.O m• wen. N. vf ..i ...: RIPRAP 6. Items a awn aM csllNnr'N" Mloib AN ADDITIONAL 16" OF GEOTEXTIIE `� 1{�..BJ Iraawim. oat. l.ma...l oat. a.aeesM B IS WWPED AROUND THE WOOD m 1 • 0.0., • / 2"X a AND STAPLED. Slabossal a« M Yialotien a eon.tmctaa u time Cada s poked $ 1 • • • 1 GEOTE%TIIE SRE SNALL BE m FOR PIPES GREATER THAN OR EQUAL TO 16'". USE 2.0' a— a p'e'al ores • • 6/ I®oewe • • • • 8" YIN. GREATER ON ALL THE CONTRACTOR MAY SUBSTITUTE A OEOTEXIILE groding Goya ae v dew .• • • • 1 SIDES OF THE IN COVER. Sat ,dose aerie b a wcn g 'n.lioal PUCE GEOTEXTIE UNDER FABRIC, SPEC. 3601 FOR THE GRANULAR FILTER INLET CGVff BLANKET UNLESS OTHERWISE SPECIFIED IN THE pan MNt der u in•leeetfen or .— boss, u I— Close s owk.a PLANS. THE FABRIC SHOULD COVER THE AREA Stoclwl. dales/MI Pay to .Mawae M li- nmoml .1 el«upas •'••®•w WOOD 2"X4" EXTENDED Of THE FEET.WRAP AND EXTEND UNDER THE CULVERT $� ..sore B" BEYOND ORATE WNITH APRON 3 FEET. ON BOM 810[3. S.au.lwtau.n skins Rage 'os.eaads. al wcn a.w r 'M 'rads, awe A W. QUANTITIES AS PER YnDOT STANDARD PLATE woo NRotlrp sero mo.min to proi.ct .....Iwce ® ALL DEOIE%TLE USED FOR INLET PROTEC110N I— BE Roam, aft 'lam' $seer p..mon.nt MONOFILAMENT M BOTH DIRECTIONS. MEETING SPEC. 3686 511"A IrraMela/ t$MNn 14 days a men Pamwnl-lot.el eats 9/15 FOR MACHIN SLICED. 4 _ pOUTLETsocks",Ppdyy swesas�`�'eseiraov. $ se w.X r2-"\ No see sees w 2 2 — $ POST CURB AND GUTTER $ FOR USE WITH DITCH GRATE INLET CASTINGS ,W arMX DATE I REI" I "" w a m... dal..Wa ", aN.a w.'a1:" ."°"+ oat ®` err a EROSION CONTROL NOTES AND DETAILS XSHEETS Lar awes. PMeelml rasa.. rr. d. „., sMN � HakanG n Anderson Assoc., Inc. « w rN 763427-3dn andLonasl7Xryon75TH STREET NE$3601 Thurslon Aw., Anoka, Minnesota 55303 S.A.P. 217-108-002 q®N763-A27-3680 FAX 7erm.n. -0320 Opts , No. RJW IrWW.hekdnsdn-Ondsnon.eom o1T y p p CITY OF OTSEGO. MINNESOTA m REMOVE RIP RAP i� swa w r>[r REMOVE 16LF CONCRETE CURB AND GUTTER SAWCUT 124LF BIT 570 SF BIT REMOVAL (SHADED) �`-- ` +4 REMOVE RIP RAP REMOVE PERMANENT SAWCUT 45LF BIT BARRICADES 11 I I I I A /lu /i6 0 1 R OVE 152LF CONCRETE r l l y 1 1 11 RB AND GUTTER s d- rn 1 ----- __----- � m 3,6+00 yr— Z— _________—_ _ �� -- `, — X1111'\ 1 l 1"°^/1 ♦\ —_— / 11 I /! 1 \-------- ----- / ' fi' \ ♦� ���_—— 1 `S—� 2+00 31+00 \ 30+00 ♦ ♦ 29600 26+110 A00 ♦ 1 1 2k +00 --------- - -_ - -- REMOVE 30" STM/MH—." SALVAGE CASTING \ / REMOVE 150LF EXISTING \\ DOUBLE YELLOW / " c PAVEMENT MARKING I z REMOVE 44OLF EXISTING LANE LINE / PAVEMENT EDGE MARKING E 0 Hakonson Anderson Assoc., Inc. pTM a INPLACE TOPOGRAPY AND REMOVALS PLAN s9e, CM'Elwln..l+ one t.�,6 swrnvw. O °�'1 GO 75TH STREET NE o, shot Teonron An., Mwko, utnn44otc 66303 S.A.P. 217-108-002 20 763-427-6860 FAX 763-427-0520 ww.tlakonwn—andwnwn.eam q tt1� CITY OF OTSEGO. MINNESOTA errs snran 5d oYo Of a 8, Ld 3 X WHEN PERFORMING WORK ON ODEAN AVENUE, 3 CONTRACTOR TO FURNISH AND INSTALL MN MUTCD - LAYOUT 2 "SHOULDER CLOSURE - WORK ON OR e NEAR SHOULDER" 3 325 FT. -- - - - - - - - - - - - - - - - - - ----- ODEAN AVENUE NE--------- a3HSVTd /M a3HMJ /M 83HSVIJ /M 30VOINUVO 30W310aVS 30VOIa8V6 111 3dAl III 3dA1 III 3d11 3 5 FT. o I 03SOID / o sv Gvoa _ �y m x A ;K SCM£ REf . ZQ ?� /4 1 "An /^g��ye Ax, At i J Outlot � �''I ��,xN W C NOTES: 1� TEMPORARY SIGNS SHALL BE PAID PER ITEM 2563.601 -TRAFFIC CONTROL \ WORK ZONE So svu Orn ATE REVISION .�. W...e �... w_ .� ..... a w ur rd HOkonson Anderson Assoc., Inc. cal and Lana Swvoto 7 QTM �5�1 GO TRAFFIC CONTROL PLAN 75TH STREET NE i o' 0 �• 'I ,, seol 63.427- Tes-an-seso sten A7n 860 FAXAnoka. 3-47-03 55303 FAX hes-azT-oazo vrw.hakan7on-end7non.7om ON 7ffi CIQA R! R R S.A.P. 217-108-002 CITY OF OTSEGO, MINNESOTA 20 SHEETS N RJW O�`y�— l /D\ 1 -`` 1 `\` c - 2 2--- 1 , 7+Do , I ' - _ DO — i-�� 14+ ;_`__- 8=- 8 - - 3 8 STT 1t o 3GE nXT W W Z Z W l W 1 I Li Q /�I 111 III / I rI e2 Q `, I I W I W ,Acc \ G _ 2 01 8 8 5.65 /1 37+DD j6+00 2 _ ------------- 1 —------- o 31+00\ 26-00 e 8 1 x I I EZw o w Yo � t0u[ ,n ,ccT 0 n g : „ a " , ,e, ,,,, ,b , , „�, ®'� [ZWMF" EROSION CONTROL PLAN 10ET ,w ,;. „,,,,, Ems_„ „,, �, „., sal Hakanson Anderson Assoc., Inc. 1 1 e eT w sln..1�6. ya. �c Moo Engin.wt and lone swwyo.. 75th STREET N.E. 36o, Th.nd- A-.. Ana.. Ml.—t.35303 S.A.P. 217-108-002 20 ®• 763-427-5660 FAX 763-427-0520 -aces <x - , er/ w.lwkon.en—onMnon.eam 'lee a she a Ao CITY OF OTSEGO, MINNESOTA OT3T7 \ \ \ Fkl 8" PLUG \ \ F&I 8"X8"X6" TEE / 12LF 6" DIP AND 6" SALVAGE EXISTING HYDRANT ND VALVE FUTURE SANITARY SEWER \ GATE VALVE. OHNE TO EXISTING 8" D . INSTALL SALVAGED HYDRANT AND VALVE 70LF B" PVC SANITARY Fk1 (2) 8" SEWER (SDR 35) O 0.40% 45' DIP BENDS PLUG END L INV AT PLUG = 669.77 At9Q 1700 CONNECT TO EXISTING 8` SANITARY SEWER ••(( MH 1 B 95 695...:..... i........ . _.... '.. :.. .... ..:. ..', .. :.. .: ... ..... ... :.. :.. ..': ..':.. ..... ... 890 890 . ..... I.......... .. .. ..... :'. I ... .. e 85. . $85...1 ..... ........ ..�.......... :....... ....._ i.... .i.... .......... . .� ...: .:.... .... .... .. .... .... .. ..... .,., .... .,... — 680 a 860 ....... . ....... .. .. ..... i.... ..:.. :. :.. .. . ...... r - _ .. MAINTAIN MN. 2 FT. SEPARATNIN-cam I. q <a YATER MAIN AT CROSSING IuI I, ... :..875TOP ... .B75 _ 11 .. .. ..... ---- .... ..... ' ----ir----------------- 870 i . $ZO . :.... ........ .. ... :. t..... ........ ..... ... . '. ..... ..... 6".PMC. SDR. 35 O C J .... .. ... .... ..... .. .... ..... ... _... ------------- ----------- EXISTM STw a 865 ..BkS ....... ( . all - l 860 .8k0 :.... .................. is is02S 1 1 is i g of 24 23 22 ., ^� «� ••a^b4"^ ^^^ «� I .w u.„.a P,NmYnal T.pnr w. xw re N Nr ®S Hakanson Anderson Assoc., Inc. 3601 Th—tanlnA.�. Anka-Wnl 0. 5303 FV a SANITARY SEWER AND WATER MAIN PLAN 75th STREET N.E. S.A.P. Z)1-iDB-DD2 12 or 20 ®R 763-427-5660 FAX 763-427-0520 CITY OF OTSEGO, MINNESOTA :„EE No. R3w www.hak6men-onMnon.wm Ostl Dyp 0737715 RETENTIO POND \ NWL=87 00 ETENTION POND \ YR. 76.82 NWL=888.82 d'! 1 Y .=877.64 2 YR.=890.45 S' 100 R.=878.83 10 YR.=892. �, \ \ \ REMOVE EXISTING CB/MH �l 4 100 YR.=B .70 'Q INSTA NEW CB/MH 34 I p SEE SHEET ES P \ \ EXIST G PIPES I i s 15 CB/MH 38 0+50 END STREET STM/MH CB/MH 38A CONSTRUCTION u a qv* �ES 37A 'P\ v �. — ON1y }o / CB/MH N _ ~ y a3+p0 SH b na+00 17+00 OCS 37 EfT lS t ��oG �'��—�.L_�•.1' � I ��' � /x00' I 13+00 22+00 21 00 — 'V ~' a 09+ ~ —� — EXISTING CB 3S TO REMAIN CB/MH 39 — CB 391 (2X3) —'1 STA 21+09.99 RIM=887.17 INV=882.69 iOLF 15" RCP (CL 5) O 1.— HORIZONTAL CURVE DATA PI STA I OFFSET NORTHING EASTING DELTA ADIUS I LENGTH 73+10.08 —42.8 0 7 4. 145-50-25-1 .00 400A4 77+63.47 12.30 203226.41 577187.46 25'09'48" 500.00 219.59 n7+ 47 —�c �• �nin�l �a c�a»i m se �� it ]fM Mf �N7 Al STA 14+00 BEGIN S.A.P. 217-108-002 I so o so loo NJLE IM iEEi HMNI POINT EEEV s 662.10 II i CB 101 STA 35+8 o END CUR TAPER O i _ _ j 0+53 END STREET - - SEE SHEET 1S ' a l CONSTRUCTION I FES P C 4 STA 35 7( u X A O CONSTRUCTION O '(W/ TRAS GUARD) BEGIN C RB TAPER o �! �°• 1 STM/MH 22D 0+54 END STREET O 4 s.as 37«00 36+oD 4 1 I CB/MH q 4 SEE SHEET '5 OHw STA 37+56 ' 33+00 CB 42 4 4 ,� ENO S.A.P.I « Ce WIN 46 217-108-02 CB MH 43A 34/ i R I n N+ ¢- STM/MH 102 I S0, CB 436 >�> 33+0 = 2+00 31+00 30+00 29+00 28+00 - +00 - 26+00 25+00 2a+00 o-----'�-1--Ir--�--�- +---Ir--r-x CB MH 43 — CB/MH 44 — — CB/MH d5 — I 45Lf 15• RCP (a 5) I SOI O 0.35x L I 15" RCP (CL 5) O 0.35x «m oa w o sa 100 I � 08 � G�' «pR 3cA13 w rEn E «pr b HORIZONTAL CURVE DATA +m LOW POINT ELEV = 825.78 MNRI POINT ELEV = 920.81 PI STA OETSET NORTHING FASTING DELTA RADIUS IENCTH 7 W LOW POINT STA = 52+60.16 NION POINT STA = 31+36.W +85.56 - .51 203028. 575679.67 16'56'07" 500.00 147.79 &- a PN STA = 32+55.40 PLM STA = 31«15 35+63.42 5.79 203106.53 575x11.87 17'21'17" 500.00 151.45 PVI ELEV = 925.50 PVI ELEV = 926.92 1.89 A.D. _ -3.15 .................... ....... .......... .........,... ....., .... ... K 9 .. ..... .... .. .. ..... ... ..,.. .... ... .... ya _83.1 VC 130.00• YC C . _168. n A •IP a 430'.. ... PA sr* z7+05.76 �z _. 1.n.W a n 9 — .— — — — sox 8 ei A.D.A31. _ -2.094 .. 925 i.... _... �i... --- —7. - O O.SOx.... _ 925. iS' v CLS � ..SRO..... . a . _ 920zssu,s" RCP ....,. _ w a:"R�; 31.2 _ 91.5 . 9 . ............... .e .p od W ss ...... « �� '. n o.9Q5 ..... .:.......... :.... ..... .. ..... .. .......... .., . . .... 9Qs... J r! 2 900 „g on ,.o _� m R $ S Lt4 ren :R o o- � �R >u R :� s:>r a a« �` >r I«I'« '�a a j ": C35 34 30 om' =R �: - w 'a^.�& D 439 29 27 37 SHEE ION STREET AND STORM SEWER PLAN > :•mow•-:"r9. "~ar« -•�^ ®wN Hakanson Anderson Assoc., Inc. VSA 141 19v 1r.•..r wrlr=r•m [M— =.w M r.. 75th STREET N.E. 01 M w OAR hil Th StOn ". mn land Survoyars or DM5 3601 63-42 n Aw., Aneko. MNmooM 55303 S.A.P. 217-108-002 20 ®� 763-427-5860 PAx 765-427-0520 CITY OF OTSEGO. MINNESOTA swEEts U . No. RJW .vr.hnkan=wv-OnMnon.eem 798 ORA x OT377 CB 101 II V 5.45 37+00 _ I REMOVE EXISTING C8, SALVAGE EXISTING FRAME AND CASTING. INSTALL NEW STM/MH 102 ON EXISTING PIPE. EXTEND STORM SEWER TO NORTH. NEW CASTING NEENAH R-1733 RETENTION POND WL=888.82 YR. 890.45 10 YR.=892.98 100 YR.= 94. 16LF 18" 4V= (BUFEST STM/MH 220 (W/ TRASH GUARS 10.9 CY CL 111 RIP 00 26+00 25+00 +----~--1—~—�- CBLMH 45 Gil .: oRM.. VRd. ...... ................. ...... .... ...... ..... .. STREET AND STORM SEWER PLAN SHEET mwvo 76th STREET N.E. S.A.P. 217-108-002 7%e CR66 CnY OF OTSEGO, MINNESOTA OT377 RETENTION OND NWL=888.2 \ \ 21" RCP (CL s / 935 .... ......... ......... ...., ..,..... per, e..r.1o% r ... .. 1 \ CB/MH 38 F S 37A CB/MH 38A 1 2 21 • RCP: (CL S) \ + 23+00 � - ~— � ~ CB/MH 39 C/� e o0%' e.. \: 930 i..... .._..:.,.930. .910 925.0 0.33% 925. .905. . N.. o ,n m �n R ftp ..0. ..., .... .924 ...:.........:.........:........ .nilM..,......... ..... ...9.24..990...:........ _e,3...:_i .....f _ PP Rn..,,.... +{y Z Ya +moi: .91.5...:._...... i...._...{........ !l.................f.........i...9.15. .895............1....... ..... .....list..................i...... \� .R� 0.R33%P 91.0 ...:.............. 91.4..89.4. .: ..... ..9a5...........!.........`..........E ................ 9AQ..88S...E.........:....... ..... U 900... �i ..... . i ........ ... i . i .... ....... � .. i ..9A4 . , 884......... .... ... tFz€ � ' 0 " ww. Hakonson Anderson Assoc., Inc. it aw u...r rm.eb,r N N. Nab b. 6pYrr w,w. 6v rn R E- aW Land 3u=' I ry strR '�CMI 5801 63-42 n Aw., FAX 7 -427- 5 53303 Tk A. 763-427-3880 FAX 763-427-0520 Y N . RJW rww.hakanson-ana,nen.ae,n Gil .: oRM.. VRd. ...... ................. ...... .... ...... ..... .. STREET AND STORM SEWER PLAN SHEET mwvo 76th STREET N.E. S.A.P. 217-108-002 7%e CR66 CnY OF OTSEGO, MINNESOTA OT377 RETENTION OND NWL=888.2 \ \ 2 YR.=B.45 10 YR.= 92.98 per, 100 YR 894.70 r \ CB/MH 38 F S 37A CB/MH 38A OCSOCS 3� DD q1 + 23+00 � - ~— � ~ CB/MH 39 C/� Gil .: oRM.. VRd. ...... ................. ...... .... ...... ..... .. STREET AND STORM SEWER PLAN SHEET mwvo 76th STREET N.E. S.A.P. 217-108-002 7%e CR66 CnY OF OTSEGO, MINNESOTA OT377 TYPE III TYPE III BARRICADE BARRICADE tZ Iry - / � 0 1 X 26., x —1 10 4 2 7 ;.0p X 00 2 TRANSITION SOLID WHITE FROMEND RADIUS FOR 100 FT. (TYPCIAL) CONTRACTOR TO FURNISH AND INSTALL ALL w o So loo STRIPING AND TYPE III BARRICADES. ALL SIGNS TO BE FURNISHED AND INSTALLED BY CITY. CO NUM LIM 1331 x Wil -I .16-7 0 ODS 1 5°D z • z 41-91A > >1 E Nm 'A .4 TYPE "I TYPE III TYPE TYPE III BARRIAK BARRICADE BARRICADE E BARRICADE ZO 'o SO 0 0 4 T + x0� 33+0' 1+0 26-00 2 2 6 RIGHT RN 9 0 15 LANE R3 -XI t v so o SCALE 500 R FEET 5 Wil -WITH I WIS-2 DATE REVISION SIGNAGE AND STRIPING PLAN SILET Hakanson Anderson Assoc., Inc. 16 75th STREET N.E. Enqk� �wl Land S-V*V� C" wmzcvo S.A.P. 217-108-002 3601 Thunftn Am. Atoka, Minn—la S3303 OMS 763-427-5560 FAX 763-427-0520 CITY OF OTSEGO. MINNESOTA E i TYPE "C" & "D" POST "U POST"SPLICE 2— 5/16 " STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS PLACED IN TOP AND BOTTOM HOLES. T LATERA BRACE STAINLESS STEEL WASHER AND NYLON WASHER (T= 1/32 " MIN., I.D.= 3/8 " MAX., O.D.= 7/8 " MAX.) SIGN PANEL POST 5/16 " STAINLESS STEEL BOLT WITH NYLON INSERT LOCK NUT. "U POST" MOUNTING TYPE "C" SIGNS !a H i4 TYPICAL TYPE "C" INSTALLATIONS TYPICAL TYPE "D" INSTALLATION NOTES: 1. USE 3# STUB POSTS, RISER POSTS, STRINGERS, KNEE BRACES, LATERAL BRACES AND KNEE BRACE STUB POSTS. ALL SHALL CONFORM TO MN/DOT 3401. 2. FOR TYPE "D" SIGN POSTS LENGTHS AND SPACINGS, SEE SIGN DATA SHEET. 3. TYPE "D" SIGN PANELS SHALL BE BOLTED TO STRINGERS AT 24" MAXIMUM INTERVALS IN ACCOR— DANCE WITH TYPE "D" STRINGER AND PANEL—JOINT DETAIL (SEE STANDARD SIGNS MANUAL). 4. MOUNTING (PUNCHING CODE) FOR TYPE "C" SIGN PANELS SHALL BE AS INDICATED IN THE STANDARD SIGNS MANUAL UNLESS OTHERWISE SPECIFIED. 5. ALL RISER (VERTICAL) "U POSTS" SHALL BE SPLICED. DRIVEN STUB POSTS SHALL BE AT LEAST 7' LONG. 6. USE STAINLESS STEEL 5/6" BOLTS, WASHERS, AND NYLON INSERT LOCK NUTS AS SHOWN FOR ALL GROUND MOUNTED AND OVERHEAD MOUNTED SIGNS. 7. STAINLESS STEEL WASHER WITH SAME DIMENSIONS SHALL BE PROVIDED BETWEEN ALL NYLON WASHERS AND BOLT HEADS. B. BRACING STUBS SHALL BE NO MORE THAN 4" ABOVE GROUND AND EMBEDDED AT LEAST 3 1/2 '. 9. A—FRAME BRACKET SHALL BE STEEL. CONFORMING TO MN/DOT 3306 AND GALVANIZED IN ACCORDANCE WITH MN/DOT 3394. 10. COLLARS SHALL BE USED TO SHIM OVERLAYS AND DEMOUNTABLE LEGEND AWAY FROM PANEL WHERE INTERFERENCE WITH BOLT HEADS IS ENCOUNTERED. MN/DOT 3352.2A7. 11. 2 AND 3 POST TYPE "C" SIGNS SHALL BE REINFORCED WITH AT LEAST ONE LATERAL BRACE. INSTALLATIONS WHERE THE TOTAL PANEL HEIGHT IS 60" OR MORE SHALL HAVE TWO LATERAL BRACES LOCATED APPROX— IMATELY AT THE QUARTER POINTS. 12. WHERE 2 OR MORE SINGLE POST SIGNS (TYPE "C") ARE MOUNTED SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY AT LEAST 2 POST SECTIONS, BOLTED AT EACH POST AND LOCATED APPROXIMATELY AT THE QUARTER POINTS AS SHOWN IN SKETCH. "C" & "D" SIGN DETAILS DESIGN A Sheet 1 of 3 - 24" 1 Lm Cm ® I 5/16 " STAINLESS STEE �� BOLTS WITH NYLON INSERT LOCK NUTS BRACKET ~- STAINLESS5/16 WITH NYLON INSERT LOCK NUTS AS CLOSE TO SPLICE & OUTSIDE HOLES. Pi TWO SECTIONS BUTTED SECTION A—A LATERAL BRACE OR STRINGER SPLICE DETAIL (EXPLODED VIEW) 3 1/2 x 3 1/2 SHIM PLATE STAINLESS STEEL WASHER AND NYLON WASHER (T= 1/32 " MIN, I.D.= 3/8 " MAX., O.D.= 7/8 MAX.)7 /2" VERTICAL POST A—FRAME BRACKET (STEEL MN/DOT 3306 GALVANIZED PER MN/DOT 3394) 1 CID 5/16 " STAINLESS STEEL BOLT WITH NYLON INSERT LOCK NUT - SECTION B—B I ® 5/16 " STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS PLACED 1 NEAR TOP AND BOTTOM HOLES. KNEE BRACE SPLICE VERTICAL POST STRINGER H-1/2 i H RACE HJ1/2 VERTICAL -LATERAL BRACE TYPICAL "A—FRAME" INSTALLATION TYPE "D" SIGNS KNEE BRACE 9' MIN. 26' +i MTG. HT. 7' MIN. VE.P. �- I TYPICAL MOUNTING 3 MMA " AX. (I)OFFSET STUB POST 1' TOWARD ROADWAY 3.5 RELATIVE TO VERTICAL POST. TYPICAL "A—FRAME" INSTALLATION "C'° & "D" SIGN DETAILS TYPE "C" SIGNS DESIGN A Sheet 2 of 3 State Proj. No. 217-108-002 Sheet No. 19 of 20 Shl R6-1, R1-1 do (R6-3 OR R6 -3o) MOUNTING •— 12"--• 12"— 6" 6" PUNCHING FOR R6 -1(48"x16") I� 12 I 12"� PUNCHING FOR R6 -1(36"x12") BACK TO BACK MOUNTING OF R4-7 AND W9-2 48" 36" 96" --- — —— — —rt 36" PUNCHING FOR R2 -4a SPEED LIMIT (W1-1, W1-2, W1-3, W1-4 OR W1-5) & W13-1 MOUNTING "C" & "D" SIGN DETAILS DESIGN A Sheet 3 of 3 15+50 ROW ROW 884 884 660 — 880 876 876 872 $ 872 -40 -20 0 20 40 60 .12!!!!!!!!!! !!!!!!!!!! !!!!!!!!!! .., I�l�i��f�r■il�4! .., _ Hokonson Anderson Assoc., Inc. a^ a CROSS SECTIONS �'% ■ '� ar6 ftn Ao. mw Lane —ft ��O 75TH STREET NE 3801 7lw Engl Aw.. d L MNn...b 56303 S.A.P. STREET NE 763-427-6860 FAX 763-427-0320/�/ ,,..nam.,.-ena.,, ..,m o caeAinvTe aoe6 CITY Or OTSEGO, MINNESOTA 19+50 -� -1., 40 40 8o 19+00 ROY/ ROW 884 B84 880 — — _ _ B80 876 876 872 -40 -20 0 20 40 672 X 884 686 676 872 18+50 EmmmmmEMMm 18+00 68o 876 U7m_�AE_11�1111111111111111!= �____ sr+ P Hakanson Anderson Assoc., Inc. OWWO CROSS SECTIONS zz 6.c CIA En01na4n and Lana 3ury yon 75TH STREET NE 3 3601 Thunlm A—. Anoka. Wnna4ola 58303 0° ®e 763-427-5860 FAX 763-427-0520 /�/�/�� /�� /� S.A.P. 217-108-002 X6 R.—hekan.m-and4non.a— iHBG I'/ OEGT gY6R Y0A0 CITY OF OTSEGO. MINNESOTA SNEEiS- 23+50 -- -•� � t� nu 60 23+00 20 40 60 22+50 ROW ROW 900 900 896 896 892 892 888 m n 888 -40 -20 0 20 40 80 22+00 25+00 20 w 60 24+50 0 20 40 60 24+00 -40 -20 0 20 40 60--- Em '� Hakanson Anderson Assoc., Inc. CMI Eiglnoon ane leM Sunro7on 3601 n Anoka, Mkmotelo 85!03 0W� `Ian CROSS SECTIONS 75TH STREET NE SNEEE X3 OF rSUN — —a DYS o6B! 63-42 783- 860 80 FAX 765-427-0320 S.A.P. 217-108-002 X6 Row .h.k nv.r.koleonwn-oneonon.00m .� Rd CITY Or OTSEGO, MINNESOTA Snrc» 27+00 924 ROW ROW 924 920 920 976 916 912 912 -40 -20 p0p 20 40 60 ■■iiil■illi., ilililiilli i�lili■illi . . ■moi ���'����f��lli illiNililii . ilil!lE�illli 26+00 920 ROY/ ROW 920 916 916 912 \ — — — 912 909 906 -40 -20 PO 20 40 60 25+50 -49 -20 0 20 40 60 Ell lull ,rl 71m 910 ■ilii iliiililill ■lAllii�qm- M■■ Uu Em yrr ,ilii®i■iiiN liil®�■lil■■ . 928 28+50 928 Rm RM TEMN)RAW lllli■lliill'�ii�1 ilili■■li�J'1i' . iliil■irill illl�lE■iillN . . llil�liilii■■ 28+00 ill■i■■iiiN 1�■llllill■■ ■iAl��l��ii i■�:��■...��-viii . ■lili:7iilllN ■lill�lliiii . -49 -20 0 20 40 60 Ell lull ,rl 71m 910 ■ilii iliiililill ■lAllii�qm- M■■ Uu Em yrr ,ilii®i■iiiN liil®�■lil■■ . 928 28+50 928 Rm RM TEMN)RAW lllli■lliill'�ii�1 ilili■■li�J'1i' . iliil■irill illl�lE■iillN . . llil�liilii■■ 28+00 -40 -20 0 20 40 60 928 924 920 916 illlliili■l liil��ii■ll iilll��■i■il . , sir+ Hakonson Anderson Assoc., Inc. arr �► CROSS SECTIONS SwfE1 �. Pm Th alanE"I--A— mfa L suar.A.TH STREET NE 3601 63-4 7 860 FAXAnoka. -427 cia05 66303 ,�. ass-lw.h k— FAX X63-4 coos2o S.A.P. SEGO, MINN X6 p,qy .wM.hakanwnroMwaoEl.eem mT766 ORG'+FpaERR oap CITY OF OTSEGO, MINNESOTA ill■i■■iiiN iiiii■iiiii iiC.9>_.���.9�■Nii ■lili:7iilllN llilliilil■■ -40 -20 0 20 40 60 928 924 920 916 illlliili■l liil��ii■ll iilll��■i■il . , sir+ Hakonson Anderson Assoc., Inc. arr �► CROSS SECTIONS SwfE1 �. Pm Th alanE"I--A— mfa L suar.A.TH STREET NE 3601 63-4 7 860 FAXAnoka. -427 cia05 66303 ,�. ass-lw.h k— FAX X63-4 coos2o S.A.P. SEGO, MINN X6 p,qy .wM.hakanwnroMwaoEl.eem mT766 ORG'+FpaERR oap CITY OF OTSEGO, MINNESOTA 920 00 ■■■■■■■■■iiii�iliii 29+50 ROW ROW ■■■■■■■■■■■■ 32+50 ROW ROW 32+00 mw ■■�-tttttttttt����t��=i1r■� . MT ■■■■■■■■■■■932 st+n Hakanson Anderson Assoc., Inc.craY a ^ CROSS SECTIONS its CNO EngM— as lana Surv"*m O"E" 75TH STREET NE XS t7M5 3801 Th—ton Aw.. Aneka, Min n..0. 55303 0� _■ 783-427-5580 FAX 763-427-0520 S.A.P. 217-108-002 xe n—hekaaan-enanwn.nm at g 6d m ■ CITY OF OTSEGO, MINNESOTA s„cors ■■■■■■■■■■■ 920 00 ■■■■■■■■■iiii�iliii 29+50 ROW ROW ■■■■■■■■■■■■ 32+50 ROW ROW 32+00 mw ■■�-tttttttttt����t��=i1r■� . MT ■■■■■■■■■■■932 st+n Hakanson Anderson Assoc., Inc.craY a ^ CROSS SECTIONS its CNO EngM— as lana Surv"*m O"E" 75TH STREET NE XS t7M5 3801 Th—ton Aw.. Aneka, Min n..0. 55303 0� _■ 783-427-5580 FAX 763-427-0520 S.A.P. 217-108-002 xe n—hekaaan-enanwn.nm at g 6d m ■ CITY OF OTSEGO, MINNESOTA s„cors 932 928 924 920 34+50 20 40 37+00 TEMPORARY SLOPE EASE. 936 WME ■■■■!!fes■■■■■ 33+50 ZWRAAR. ■■■■IM m =1111 ■■■■■■ems . f■f■■f■■E�■f■f■■■ ■f■f■■�■■■■■■■ 36+50 932 926 924 60 TEMPORARY SLOPE EASE. 935 932 928 924 0 20 40 60 ROW 932 f■ff■f■f■!!E■■f■f■■■ . 35+50 Mmm. ROW f■■■f■f■f■f■■f■f■if� sMM Hakanson Anderson Assoc., Inc. L+TM �► CROSS SECTIONS �c CIW GpMA .and Lend Sunw. 0"EGO X6i DMS 3801 Thwslon Ar... Aneko, Wnn.aeta 55303 i�rTTVV 75TH STREET NE os 763-427-5860 FAX 763-427-0520 S.A.P. 217-108-002 X6 Raw h.kensen—end.r.en.e.m CITY OF OTSEGO, MINNESOTA 936 932 932 928 928 924 924 920 60 WME ■■■■!!fes■■■■■ 33+50 ZWRAAR. ■■■■IM m =1111 ■■■■■■ems . f■f■■f■■E�■f■f■■■ ■f■f■■�■■■■■■■ 36+50 932 926 924 60 TEMPORARY SLOPE EASE. 935 932 928 924 0 20 40 60 ROW 932 f■ff■f■f■!!E■■f■f■■■ . 35+50 Mmm. ROW f■■■f■f■f■f■■f■f■if� sMM Hakanson Anderson Assoc., Inc. L+TM �► CROSS SECTIONS �c CIW GpMA .and Lend Sunw. 0"EGO X6i DMS 3801 Thwslon Ar... Aneko, Wnn.aeta 55303 i�rTTVV 75TH STREET NE os 763-427-5860 FAX 763-427-0520 S.A.P. 217-108-002 X6 Raw h.kensen—end.r.en.e.m CITY OF OTSEGO, MINNESOTA ITEM 9-3 RESOLUTION NO. 2008-17 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for Improvement Project No. 06-06, Quaday Avenue Lift Station No. 1 Phase I Improvements. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated April 8, 2008, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 10:00 a.m. on May 20, 2008, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 percent of the amount of such bid. Adopted by the council this 14th day of April, 2008. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk ot627ResAccepPlansOrdAds.doc CONSTRUCTION PLANS IMPROVEMENT PROJECT 06-06 QUADAY AVENUE LIFT STATION NO.1 PHASE I IMPROVEMENTS FOR CITY OF OTSEGO, MINNESOTA I I I I I I 2 1 16 15tiF 22 3 to 13 e qip� 27 26 ------- ,6 I Zoe 12 �� O PROJECT SITE 4 119 N 11 �� O a I 221 = 10 24 �9rH IST. N.E. g m 0 C N n6i 7 7 I B 6 y� 6�" ���jjj���JJJ 410 cni t� 5 5 F v 79TH u� m t 3 19 13 2 2 8 ®® o I ---1------------ Pl.E---�B�F+ -STREET----- ------------------------- ------- ------ ' I I ' I I ' I I I I i I I I I I I ' I I ' 1 I I I ' I I � I 1 I I I �T I I It I ' I 1 1 1 1 1200 a0 � I 1 ' W I I"1akanson _J_ Anderson UTUTY POLE GUYWIRE THE SUBSURFACE UTILITY INFORI THIS FLAN Is IIIIUiY QUALITY Assoc. IAC. 0 THISDUALITY LEVEL WAS 91110 AccoRWNo ro THE WNDEUNES F RIGHT—OF—WAY UNE q/ASCE 36-02, ENFDLED 'STA CH EnOM— end Lana Survgon To—*- Me, A -ba, 111 .a65303 FAX 763-427-OS20 —av— oINDELINE3 FOR THE a)LIECTIO3601 DEP ICTION OF COSTUB SUYIM763-427-5660 UT UTY DATA.' SEESPNDSFICA GOVERNING SPECIFICATIONS THE 2004 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' SHALL APPLY. LO ALL FEDERAL, STATE AND CAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. WORK SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONS AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA, 1999 REVISION. SHEETINDEX THIS PLAN CONTAINS 7 SHEETS SNEET NO_ DESCRIPTION 1 TITLE SHEET 2 DUSTING CONDITIONS 3 SITEPLAN 4 UFT STATIONPLAN VIEW 5 UFT STATION SECTION 6-7 DETAILS E-1 ELECTRICAL SCHEMATIC O� UTUTY POLE GUYWIRE f.� UTILITY POLE 0 SOIL BORING — — — RIGHT—OF—WAY UNE —w— UNDERGROUND ELECTRIC —av— OVERHEAD ELECTRIC —um— UNDERGROUND TELEPHONE —o— GAS MAIN —>— SANITARY SEWER --os— FORCEWUN WATERMAIN b HYDRANT w VALVE I7<j TEE ------- SECTION UNE ----- PROPERTY LINE FENCE I MrMy aarlMy Il,af MN plan, apael/laation, or report wua pmpamd f.� pP ma or urMer mY direaf wprNNon and Mot 1 am a tluly Uearood P nd 0 4r under Mw laws el iM Stah of Minnesota. CITY OF OTSEGOxm 22186 DATE 4/6/0e WRIGHT COUNTY, MINNESOTA, MIaNAEL D.=.uc. No. MAKAIISON ASSOCIATES, INC. DOW ENGINEER APPROVED 26052 DATE RONALD J. WAGNER P.E. UC. NO. CITY ENGINEER E LI W SALVAGE NYDRANI USING UI VALVE MANI SALVAGE B" GATE EISTINI TRUNK SEWER EXISTING CONDITIONS AND REMOVALS Hakonson Anderson Assoc., Inc. CMI EnglnNn end Lmd � 3101 Thumton An.. Anoka. Wniwwta 33303 763-427-3360 FAX 733-427-0320 W W W.h.k--aMonen.eem M FFEf EXISTING CONDITIONS AND REMOVALSI" �E QUADAY AVENUE UFr STATION NO. 1 a PHASE I IMPROVEMENTS CITY OF OTSEGO, MINNESOTA INSTALL SALVAGED NEW 6" GATE VALV AND 22LF 6" CLS: PROPOSEI CUT INTO EMSTING 6" CL 52 AND 6" C900 PVC PORCEIWN; SALVAGE EIMM 6" GTE VAI 60X, INSTALL 4 DIAMETER MET WITH I" FLDW METER (1VP.). ( (1)-12")6" REDUCER. (1)-6.. 34LF OF 12" CL52 DIP AND 2 SECURITY I 20' W ENIRA SITE PLAN Hakanson Anderson Assoc., Inc. CWIL Enpl and Lan 360 d 1 Thundan Am, Amka. Inwala .W 763-427-3660 FAX 763-427-0620 W W W.Olka.wnwndanon— l� 0 2 w N FEET SITE PLAN X.E QUADAY AVENUE UFT STATION NO. 1PHASE 1IMPROVEMENTSCITY OF oTSEcO. MINNESOTA Hakonson Anderson Assoc., Inc. °P LIFT STATION PLAN VIEW aUADAY AVENUE UFT STATION NO. 1 4 301 TALL , M NLa. & 55305 PHASE IMPROVEMENTS °L 765 -427 -SSW FAX 763-427-0525 TINW.IIWITYMOR,-K*— SER Nm 8 a m CITY OF OTSEGO• MINNESOTA THEns 62 EXIrnNC LIFT 5U110N EXISTING 8" CONTROL PANEL CONCRETE PAD Emml PUMP - (SEE ELECTRICAL FOR OONfROL PANEL GUIDE RAILS (".) EKISTING EXPANSION)IT UFT -OUT HOIST BASES EXISTING 18" RCP INLET PIPE • PROPOSED P -TRAP ` • . ' PROPOSED 4"X4" WYE Y T EXISTING VALVE MANHOLE '_; .. .•. 4" DIP DRAIN PIPE •' 4' VATTING S' DIAMETER VALVE MANHOLE PROPOSED 12" CL 52 DIP ' • •' < ' EXISTING MANHOLE STEPS EXISTING 4" BUND TO CONNECT TD F)OSIINO 12" CL52 DIP FORCEIINN s 9 FIANCE ON B'718" TEE •.. •....N•µ,T`'}..rLJ x,'it.. .. (SEE NOTE e) ROPOSED 12'7(8" REDUCER EXISTING (HINGES SIDE) .. •..:•;.0': .. + k ACCESS (HINGED SIDLE `:7)<'�•' ' •Y.;:.;.:: CD�(I51ING TE VALVE F' E%ISIING e• PROPOSED CDEAIL ON AIRHE VALVE (SEE DETAIL ON SHEET 8) PROPOSED 8" PLUG SEE (EE DETAIL SEEALVE WITH S �� EXISTING 12' I.D. - .Y..� DISCHARGE PIPES PROPOSED 5" SHEET 6) REINFORCED CONCRETE WET WELL .'�:� ELIITRICAI. coNDUR PROPOSED 9••X8•• WYE SALVAGED B" GATE "N�''"•VALVE ..'' PROPOSED PROPOSED 9" FLOW AND BOX EXISTING EXISTING •.?u' B„ SLEEVE (TYP.)METER ROW 8' PVC 4.`• e PUMP NO. 1 :. + y-;: i.� EXlrnua RF)AOVE EX6TwO 8• BUND FLANGE f: PUMP N0. 2 i; , , PROPOSED 8" e cHAss sz DIP + CL52 DW •'.I•=33( AT (1 -FLANGED END. PROPO 4! DIAMETER METEN MANHOLE (SEE DUAL ON SHEEP 7) CORE INTO EXISTING L "IU INSTALL WATERTIGHT WALL PENEIRA7XIH (SEE DETAIL ON SHEET e) PROPOSED { •• PROPOSED e" DIP DRAIN PIPE •Z'•" CL52 DIP (W FfTTNGS) PROPOSED 1S; ,...• ` r r,r.:' • • PIMP N0. 3 .]�} S• _, PROPOSED e"(MN •• e"-80• BEND FITTINGS)PROPOSED (SEE NOTE 5) !: •,y.,. :J';:ti�:'' CHECK VALVE PLUG VALVE PROPOSED PUP PROPOSED 4' DIAMETER WIDE RAILS T1mTING VALVE MANHOLE VENT PIPE (SEE DETAIL ON SHEET 7) NOTES: CORE INTO DUMB MANHOLE I ( INSTALL WATERTIGHT WALL PENETRATION 1. CONTRACTOR TO VERIFY PUP GUIDE RAIL SPACING DETAIL ON SHEET 5) WITH PUP SUPPLIER. 2. LOCATION AND MOUNTNG ARRANGEMENT OF PUMP BASES SHAD. BE PER MANUFACTURES RECOMMENDATIONS. d CONTRACTOR SHIN- COORDINATE UFT STATION SHUTDOWN WITH CRY WATER AND WASTEWATER I•� OPERA (A MINIMUM 48 -HIM NOTICE SHALL BE PROADED). 4. CONNECT PROPOSED 4" DRAIN PIPE INTO EXIBIING DRAIN PIPE WITH 4'X4" WYE. 5, EOHPYENf ITEM PROVIDED BY OWNER. 0 6. TEMPORARY BYPASS PIPING SHALL BE CONNECTED PLAN PLAN VIEW TD THIS BLIND FLANGE FOR TEMPORARY PUMPING. 7. FOR THRUST BLOCK DETAIL SEE SHEET 6. Hakonson Anderson Assoc., Inc. °P LIFT STATION PLAN VIEW aUADAY AVENUE UFT STATION NO. 1 4 301 TALL , M NLa. & 55305 PHASE IMPROVEMENTS °L 765 -427 -SSW FAX 763-427-0525 TINW.IIWITYMOR,-K*— SER Nm 8 a m CITY OF OTSEGO• MINNESOTA THEns 62 EXISTING a'• VENT PIPE EXISTING ACCESS HATCH _ PROPOSED UD 54 WAGE EXISTWLID AND PROPOSED LID INSTALL AND CA571NC CA51WG, INSTALL NEW LID AND AND CASTING ` r.LmHa, mu ELLv.-e6s.Bo EXISTING GROUND j `+ . •. .,.� :„+.• •.. w . A :AAAA w PROPOSED PUMP�'a�•` �•i� GUIDE RAIL :•1.. EXISTING 6' PROPOSED VALVE PROPOSED 4' '' DIAMETER PROPOSED 4' STEM EXTENSION EXISTING uFr-OUT�� DWAEIER VAWE �..y ;,., WIVE MANHOLE p (TO WITHIN 1' OF HOIST BASE `, MNL SEE GROUND SURFACE) SDETAIL ON SHEET 7) SHEET 7) PROPOSED ••� • • i;. 8• PLUG j'f!�y PROPOSED I" '1PLUG VALVE VALVE * '.^ .�'�;•'•.i H�.• W/VALVE BOX <.: :�: • AND VALVE STEM _ ter:'•,:":.. ' ' Y PROPOSED � ' �•' EXTENSION .4: •:•.a•:1� PROPOSED ` B' CHECK .. "�' • •pROPOSIF.O' ' PROPOSED B• - SO BEND �VALVE �`,•:� ,+� •.� •�'4 T-:BR�B 8" SLEEVE SALVAGED B" (SHORT RADIUS) LATE VALVE W/VALVE BOX PROPOSED `'•,�..' ••} DIP PVC E PIPE ELEV. -858.2 8• CL 52 DIP •:. �.' B• CL 52 —:...: ..' PROPOSED INTERMEDIATE:.: B CL 52 DIP RE i RAIL SUPPORTS AS CORE INTO EXISTING S. 'r'4 •• WgLW (SEE NOTE 4) MANHOLE, INSTAL ELEV - 854.5 PROPOSED WATERTIGHT WALL PENETRATED . (SEE _ •:� : + 8"%8" WYE z DETAIL ON SHEET 6) ROPOSED FLOOR DRAM AND 4" OWN PIPE PROPOSED FLOOR DRAIN EXISTING FLOOR DRAIN AND 4• DRAIN PPE 'i• PROPOSED P -TRAP AND 4" DP DRAIN PIPE STWG 18" RCP EXISTING 12' I.D. INLET W. - 833.94C REINFE WEE ORCED r PROPOSED uFTTNG WELL CHAIN (SEE NOTE 4) •` HIGH LEVEL (FLOAT) ELEV - 8715 THREE 7 PULPS ON (TRANSDUCER) ELEV - 8310 ~� TWO 2 PUMPS ON (TRANSDUCER) ELEV - 8325 N01ES PUMP ON TRANSDUCER) ELEV - 8320 1. LOCATION AND MOUNTING ARRANGEMENT OF PUMP ESE SHALL BE PER MANUFACTURES RECOMMENDATIONS PROPOSED 2 PPE AND FITTINGS 084CTED REPRESENT A 4' PUMP N0. 3 DISCHARGE FROM PUMP. IF OTHER SIZE OF (SEE NOTE 4) PUMP OFF(TRANSDUCER) ELEV - 827.0 DISCHARGE IS UIIu2ED, CONTRACTOR TO REVISE PROPOSED 6GE • X 4• DISCHARGE PIPING TO ALLOW FOR PROPER Low LEVEL ALARM (FLOAT) ELEV - 828.0 CONNECTION AS APPROVED BY THE ENGINEER - 1 CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND MEASUREMENTS PRIOR TO CONSTRUCTION AND PROPOSED 1. INSTALLATION OF NEW PPING AND FRTINGS. ELEV -824.0 PUMP OIARaE ELBOW. ANCHOR TO4. EOLAPYEMT DDI PROVIDED BY OWNER. CONCRETE SLAB ETaSTINc WITH S.S. ANCHOR CONCRETE FILL f `S , .J{ . �'.. f'; •� . y • BOL75 SECTION 1-1 NO SCS HakannsAw.,sonn AndersonAnAssoc., Inc. 1601 ThunbTl Aneko• MA=83303 763-427-6660 FAX ?U-427-0820 W W W.halwlwRwnd�rwn.oem LIFT STATION SECTION aUADAY AVENUE LIFT STATION NO. 1 5 PHASE I IMPROVEMENTS OF CITY OF OTSEGO, MINNESOTA 91EET5 62 SUNLESS STEEL WASHER A -7 'Danal -3/8-w=m72""R., ij —I SEW PANEL-\ jzl� -P. aC STAT 1X111= m LOCK NUT. "U POST* MOUNTING WOTF-- "0 SOILWNro BUBU EMl AND HAVE A NOMML WEWff OF 2 LBS M Fr. AND NALL BE PAN= GREDL imm NN VALll"7*Er U POST ev : BATE . MARKER PQ.536MSTALLATIO sap=- STANDARD PLATE NO. 311 NO SOME I/7 Bat wtn 1/2" TAP W FOMW AIR VALVE DETAIL " Sma WE THIW CON B•zs• FAX S' POM WOMUM 27PSUMMON GLITTER W. maw UK SILT FENCE F PIPE WALL PENETRATION DETAIL ND «...� Hakanson Anderson Assoc., Inc. mimE-* = =-=. m- 710-427-SM FAX 793 -427 -OM ..km-andBFBp,AwN THRUST BLOCKS NO BDAIE m2% BURIED VALVE BOX INSTALLATION OUADAY AVENUE LIFT STATION NO.1 PHASE 1IMPROVEMENTS CITY OF OTSEGO, MINNESOTA SHE 6 7 SHEETS a -FLOOR DANK M COVER SMALL BE TYPE 2--� WITH 27" ECCENTRIC OPENING FOR HS20 LOAONO MNDOT 40M e' aWOX VALVE r MJJO VALVE �—► a �M00R ORARI RUBBER WATERPROOF 0' DIP 52 TORCEMAIN APPROVED STEPS PER MA/DOT PLATE W. 41 SO J BOOT ALL PIPES AT WALLS (fYnaL) W/COTOYFD PLATE N0.TEPS ,4180 J T2'A STEPS YAIBIOLES YGSWIRE r ,0�./jr IW 0PROOf INISEB WATEBrRBOP Ji_ 411.0 M am am WITH CONSEAL CS -SS BOOT ALL PBRB AT METER MANHOLE OASKEB iWRFOR WATER IIWR C016TRUC7ED WIM CONfl1ED 0- SE WALLS (IVMCAU k STEPS LOCATEcamut OPE1010 W POSITION SHOWN a PUN riNM ELEV..8610A ELEV..BSS.O BEND CONCCRETE B• RETE: RARE a' ORARI PY'E SECTION A—A PROPOSED VALVE MANHOLE No SCALE MN COVER SHALL BE TYPE 2 WITH 27" ECCENTRIC OPENMG— MR 1630 LOANMO MOOT 402DJ r DAM aB't APPROVED STEPS PER MA/DOT PLATE W. 41 SO J ALL OTSE00 SANRARY W/COTOYFD PLATE N0.TEPS ,4180 J T2'A YAIBIOLES YGSWIRE r ,0�./jr IW 0PROOf W/JLS 70 EE C016IOUC7[0 PREOLET Ji_ WALLS lb RE CONSIRUCIFD Oi am am WITH CONSEAL CS -SS J� METER MANHOLE OASKEB iWRFOR WATER IIWR C016TRUC7ED WIM CONfl1ED 0- SE (GRAT) OR APPROVED EwarL OAS16B TOR WATER 1IO11T SEAL BEND CONCCRETE B• RETE: RARE a' ORARI PY'E SECTION A—A PROPOSED VALVE MANHOLE No SCALE MN COVER SHALL BE TYPE 2 WITH 27" ECCENTRIC OPENMG— MR 1630 LOANMO MOOT 402DJ r DAM I � I r uAa.wrs.a RASE w NvwcAu miern.PE TYPICAL ENTRANCE SECTION N.T.S. TO HATCH VALVE BOOP, PIPE OR METER S/B' %a'%S'PLATE 1 1/2' DIA THREADED NOO 11/2' OM. STANDARD DOUBLE XIX NUT I" THM GALVAN2ED STEEL WASHER 1/2 a -1/2Y X e" LGNc MRawuM GKVANZEO SIEE ANCHOR BOLTS J a"X12"X12'• GALVANIZED MATE ADJUSTABLE STEEL PIPE SUPPORT N.T.S. Hakanson Anderson Assoc., Inc. a DETAILS tNELT 3WI , .=. 0aEM QUADAY AVENUE LIFT STATION NOA 7 7821 -asp -301011 PAX 7102-4rF-0520 PHASE 1 IMPROVEMENTS """'N°R°"t°"-°"B"Ba'•°°"' CITY OF OTSEGO, MINNESOTA sN7 WET TAP WITH 2" SALL VALVE FOR MAO HSINSTALLATION TTnOR ORARI W/COTOYFD PLATE N0.TEPS ,4180 J T2'A {}� IW O.C.i W/JLS 70 EE C016IOUC7[0 PREOLET Ji_ s' RORORCtO rnxa6l[ RAm >Q"CiMN1E. JOEIB . METER MANHOLE OASKEB iWRFOR WATER IIWR I � I r uAa.wrs.a RASE w NvwcAu miern.PE TYPICAL ENTRANCE SECTION N.T.S. TO HATCH VALVE BOOP, PIPE OR METER S/B' %a'%S'PLATE 1 1/2' DIA THREADED NOO 11/2' OM. STANDARD DOUBLE XIX NUT I" THM GALVAN2ED STEEL WASHER 1/2 a -1/2Y X e" LGNc MRawuM GKVANZEO SIEE ANCHOR BOLTS J a"X12"X12'• GALVANIZED MATE ADJUSTABLE STEEL PIPE SUPPORT N.T.S. Hakanson Anderson Assoc., Inc. a DETAILS tNELT 3WI , .=. 0aEM QUADAY AVENUE LIFT STATION NOA 7 7821 -asp -301011 PAX 7102-4rF-0520 PHASE 1 IMPROVEMENTS """'N°R°"t°"-°"B"Ba'•°°"' CITY OF OTSEGO, MINNESOTA sN7 WET TAP WITH 2" SALL VALVE FOR MAO HSINSTALLATION TTnOR ORARI u• IBN. ADJUSTABLE SIAL PIPE 31IPPORf (S[[ OETAL) BEND s' RORORCtO rnxa6l[ RAm SECTION A—A METER MANHOLE NO SOME I � I r uAa.wrs.a RASE w NvwcAu miern.PE TYPICAL ENTRANCE SECTION N.T.S. TO HATCH VALVE BOOP, PIPE OR METER S/B' %a'%S'PLATE 1 1/2' DIA THREADED NOO 11/2' OM. STANDARD DOUBLE XIX NUT I" THM GALVAN2ED STEEL WASHER 1/2 a -1/2Y X e" LGNc MRawuM GKVANZEO SIEE ANCHOR BOLTS J a"X12"X12'• GALVANIZED MATE ADJUSTABLE STEEL PIPE SUPPORT N.T.S. Hakanson Anderson Assoc., Inc. a DETAILS tNELT 3WI , .=. 0aEM QUADAY AVENUE LIFT STATION NOA 7 7821 -asp -301011 PAX 7102-4rF-0520 PHASE 1 IMPROVEMENTS """'N°R°"t°"-°"B"Ba'•°°"' CITY OF OTSEGO, MINNESOTA sN7 ITEM 9_4 RESOLUTION NO. 2008-18 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING REQUEST FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for Improvement Project No. 08-09, Water Tower No. 3 SCADA Improvements. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated April 7, 2008, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Engineer shall prepare and send Request for Bids for such approved plans and specifications. The Request for Bid shall specify the work to be done, shall state that bids will be opened at 10:00 a.m. on Tuesday May 6, 2008, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk. Adopted by the council this 14"' day of April, 2008. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk ot637ResAccepP1ans0rdRF13wt3 RESOLUTION NO. 2008-19 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING REQUEST FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for Improvement Project No. 08-10, Pressure Control Station No. 1 SCADA Improvements. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated April 7, 2008, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Engineer shall prepare and send Request for Bids for such approved plans and specifications. The Request for Bid shall specify the work to be done, shall state that bids will be opened at 10:00 a.m. on Tuesday May 6, 2008, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk. Adopted by the council this 14th day of April, 2008. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk ot637ResAccepP1ans0rdRFBpcs 1 ITEM 9.5 RESOLUTION NO. 2008-20 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for Improvement Project No. 08-08, Riverpointe Trunk Watermain Extension. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated April 9, 2008, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 10:00 a.m. on May 6, 2008, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit,, cashier's check, bid bond or certified check payable to the clerk for 5.0 percent of the amount of such bid. Adopted by the council this 14th day of April, 2008. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk ot527ResAccepPlansOrdAds.doc RIVERPOINTE TRUNK WATERMAIN EXTENSION CONSTRUCTION PLANS FOR TRUNK WATERMAIN, PRESSURE CONTROL VALVE NO.2 AND PRESSURE CONTROL VALVE NO.3 CITY OF OTSEGO PROJECT NO. 08-08 ---- ----------------- --- ...... ' SAD ............................. -------------------------------- ---------------- -------------------------------- PROJ ----------- ----------------PROJ CT D LOCA ION f z1 s� o W THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY DUALITY LEVEL 0. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02. ENTITLED -STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.' SEE SPECIFICATIONS. WRIGHT COUNTY, MINNESOTA ' ■. ■ HAnderson As=.,Inc. Chil Engin.ars and Lord Sunapm 3601 Thurslon Am.. Anoka. Wmwa/o 55303 763-427-5660 FAX 763-427-0520 8ARKS: 66277 . .3839 . TNN • HE CORNER OF BLIILOONG EA 682.80 . TNH O EAST SIDE M PUWHOUSE. x DATUM: NAVD 29 GOVERNING SPECIFICATIONS THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' SHALL APPLY. ALL FEDERAL. STATE AND LOCAL LAWS, REGULATIONS. AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. WORK SHALL CONFORM TO THE STANDARD UTILITY SPECIFICATIONS AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 1999 REVISION. SHEETINDEX THIS PLAN CONTAINS 10 SHEETS SHEET N0. DESCRIPTION 1 TITLE SHEET 2 WATERMAIN DETAILS 3 EROSION CONTROL DETAILS AND NOTES 4 EXISTING CONDITIONS AND REMOVALS 5-8WATERMAIN PLANS 9 EROSION CONTROL PLANS I here" a.rilly that this plan, opaeNieallon, or mpart woa prspa d by me or NMI under my db.al • p.Mshm and II am a duly Lks.d Pnai.sslonol Elpinsar nd.r /M laws / 1M StaN of Mlnnsaota.na �����1586 DATE�L PETER R. RAATIKKA. P.E. LIC. NO. HAKANSON ANDERSON ASSOCIATES, INC. PROJECT DATE *1 9 SHEETS 07527 JC O AT U b 1 Z 1 o c n NOT LESS a THAN 6' o SECTION 'B' AT BEND 6 UNDISTURBED SOIL— PLAN A 2500 PSI CONCRETE 28 DAY STRENGTH 1 = � o WALL of 1 TRENCH NOT LESS THAN 6" 0 SECTION 'AA COVER FITTING ENCASED IN CONCRETE WITH POLYETHYLENE OR BUILDING PAPER PRIOR To POURING THRUST BLOCKING DETAILS wm LL SECTION 'A - A' HYDRANT LOCATOR ROD 5 FT LENGTH RED/WHITE WITH SPRING MOUNT 2 1/2- HOSE CONNECTION 4 1/2- PUMPER CONNECTION B NOTES,.2"BREAKOFF SECTION NOMINAL GROUND 2. LEFT HAND OPERATING NUT LINE 3. PAINT BARREL SECTION RED TO GRADE 4.DRAIN HOLES ABOVE NORMAL WATER TABLE TO BE OPEN, DRAIN HOLES BELOW NORMAL WATER TABLE STANDPIPE TO BE PLUGGED. HYDRANTS WITH PLUGGED DRAIN HOLES SHALL BE TAGGED WITH A METAL STRIP. BOTTOM S. All CAPS SHALL BE FRIED WITH CHAINS. PACER TRAFFIC FLANGE HYDRANT (OR APPROVED EQUAL) NO SCALE HYDRANTDM�EER R ROD PACER TRAFFIC FLANGE HYDRANT OR APPROVED EQUAL UNDISTURBED SOX, Hakonson Anderson Assoc., Inc. CIA EnShlays w and Land Sarpn 3601 Thurston Ans., Anoka, Mkin"ato $5303 763-427-5560 FAX 763-A27-0520 —.hakanson-an6orsan.aam vU ]wll NNIS ---m — - oaaan on m sn.a, 1• a mr — 'I ROD - 3,_0- GRADE I` 15" 'tT.0 NI VALVE BOX ASSEMBLY Y 0 FROM STORM BASE. VALVE A BLOCKS 1. IXNaI[a suu a aaoo n.z. EW STORY SEWER 2 LAYERS OF 4 MIL O HYDRANT INTI. 2 LAYERS OF WWF Pvu = DRAIN PLASM 4 MIL x m.ramw E Ivarlla No IEP WATERMAIN —WIN 4"" THICK SITE VARIES MIN. THICKNESS Toasu. - CRUSHED RDCK ` ts we"""aaa 1 CU. YD. mail NL >0 w aaANA cruor. O CONCRETE THRUST .---K BLOCK A DAIS Nur Wel w rn aoa ww sr TmNo Olel M lFl Naswo TE BACK THE VALVE 6 A ouFwX ,Ny ..c s,a, FROM SANITARY SEWER DRAWS BELOW WATER TABLE TO BE NRsurii°A w au HYDRANTT� Hakonson Anderson Assoc., Inc. CIA EnShlays w and Land Sarpn 3601 Thurston Ans., Anoka, Mkin"ato $5303 763-427-5560 FAX 763-A27-0520 —.hakanson-an6orsan.aam vU ]wll NNIS ---m — - oaaan on m sn.a, 1• a mr — /N�LLVES SHALL BE FITTED WITH EXTENSION STEMS. TO BRING THE OPERATING NUT TO WITHIN 1' OF THE SURFACE. WATER MAIN DETAILS 2 9 z CITY PROJECT 08-08 �• CITY OF OTSEGO, MINNESOTA OT527E15 ADJUST TO FINISHED FINISHED GROUND AS SPECIFIED GRADE W VALVE BOX ASSEMBLY Y 0 V BASE. VALVE A BLOCKS TO BE WRAPPED WITH 2 LAYERS OF 4 MIL PLASTIC = 2 SOCONCRETE BLOCKS WATERMAIN. —WIN 4"" THICK SITE VARIES YIN B' X 12" SOLID CONCRETE BLOCKS MIN 4 THICK MIN 8' X 12" /N�LLVES SHALL BE FITTED WITH EXTENSION STEMS. TO BRING THE OPERATING NUT TO WITHIN 1' OF THE SURFACE. WATER MAIN DETAILS 2 9 z CITY PROJECT 08-08 �• CITY OF OTSEGO, MINNESOTA OT527E15 HARD SURFACE PUBLIC ROAD t"-2" WASHED i �1ROCK CONSTRUCTION ENTRANCE X b auto MnDOT 2573 MACHINE SLICED OR PREASSEMBLED MIN, 23;1/2' :E..TY GROUND OPTION PROVED BY ENGINEER. 6"X6" EARTH FILL FENCE MATERIAL 6" APRON 5' POSTS - 8' MAX. ON CENTER MINIMUM 2' PENETRATION REF. MnDOT 3888 2 SILT FENCE toe Hakonson Anderson Assoc., Inc. CAM Enpinaar4 and Land Surwayon 5801 Thurman Ave.. Anoka, W"Woola 55303 763-427-3060 FAX 763-427-0520 ,.m Scapa T,a aort anW eonaial of intaNnq m»sans w rlmmin9 tort to canlml pr,a minimise axvar of e.ekrlsnl mtl olMr pYblanlf to ruler and r eurbq cum w. alsnations b aii—aanu rilM1 Ine» aDxilicoliona. 2.03 Mata- MI ma mn moll m»I Ma nalirwnante of m. Noleriol SD iIo Ii.ns .alae b appropriate specilicauona. 3.00 EroY rl am aaeimenl aan4 mamurn TM mao.wn all imbda..1 - M —Ha to Ma lolbwi,. oa .Man on Ms waai,ga wNas -inm Slogky of EarlM1wort Acti.i.» - TM ncawtion OM moving of soil mwenab anal M aanaOUNe » t- tM —m —tate ono sill b anprotacletl nom -- , ine .M time lonala. Sn I. - Saatlira to protect aMurbae o o• MON be .—aalee as .161im on 1M ba Sam w m W pa4llaolbna. r� YWclwq - YWcnlnq atoll b Inad b Pr tampwary Peln.on to soil furl«•a Iron —at- Onarva» - Di—abna MOM b uam Io divan rola Item work anon oto/or la co6acl '-ff Iran work = Iw baoi I aM xle tliapunion. 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M m coxbN linetl b alb, »Yatln, —o"amb or o to i9r.le tree or tm pant. M pubic w — raoef nait —9 IanI l'nm of IM wolecl snox b tonati a oa mcnxry b .,-w. dual. 6. 1bIMwronca am rat ai ,a mpawea ane ana not b aeaquotaly mobbilW b a funclianol ,amnion m long n no ae aura,,, Va Ce»lr«tion apenlian. YI Iemaorory coltlilia as awacMab» dr°MieW byl VME.gir—r. o o. mwH wgbal 7. uaa•wwmm aW esymanl Far YI item OI tai lo, .N .P•cYk snit pMx we e.labx.— in Ina enlroct. sato nen aAl M -m bare nal unit epPlicebb. Poymenl Iw aaan it .x. b moa Ot IM ..unci aril Pica fw toot item. Su.. poymanl aM cm.R- III aprllp.rHpliw Iw as bbw, mal "'. equipment, IoW. boor, aa WMr nam moron y am I -t6 tat to tM cempla— el M..wi. 8. nen. el tori ane cont—tion atoll. Ie.1.a— a.mo„n Dw. SIabACM acc.a• M mltab4i of canto ,- Al bme Ga» 5 pac" Mbanca m pwiig ana SN I— Pybr b Wait, M Iacn 30 days elle aam ax 9ermiMlion Oran teal QAe• M nnaxa0an of tabu hello N time Cbff 5 pl.m Slac" dikx/Yl Par b a "C p" M fbol ramoeol al .1-01. tan» F id, arta..»e A fon. mWnlain to prol.cl occplonce varman»t Pormwlanl-bleu ale 9/15 S.drmnlwbn burls aoagn poen al duan orae open M aaM1 WP o elm alarm •naw .e A nwleMp/ Rk 14 ay W —9h EROSION CONTROL DETAILS AND NOTES IS"3El CITY PROJECT 08-08 CITY OF OTSEGO, MINNESOTA 1 sIIcSE,s ---• ,'- REMOVE 223LF 8" DIP WATER MANN NOTE: WATER MAIN INSTALLED WITH CONCRETE KEYING (SEE DETAIL SHEET X) `AJh All ' �'='_•,;__ - '_ ;Qi ..A;'"� ___� - " - ;• r r � �-'----- ----- '_-_,_ ee==='r_ ,; _---------------- Tj _'_._...-.--.---'\�;. `-.- ,•' ' I --------- �Tri'36 , b ----......------ .,..... \� -''. '.' �•• PI I noon:,, --- I1 '' I # ' RI I''illn'111111�111' III '' "1" I; S r 1' lii I III III 0 111111 III ' -......... '11`11111 111111 -. - -�J-,ISI / r '-'t 1111111111`1 i K 30 o f m Ilw 111111 1111 � 1111111 T i;I', jl;ullli Illiini�il I srxE x neer _ pill, �i11 1111 ++ 11y1 .r�ln 1 X11111 ell `1111 ==I ' REMOVE 44LF 12" I /I RT WATER M iJ I HYDRANT IAND -- G 6" VALVE. LE REMOVE TO12" D I REMOVE 14LF 6" DIP WATER MAIN REMOVE Z G I c III} 1 5 I I I g 1 o G� Caa mat I I F DETAIL / 1 DATE vt °[ a NM R:ab a �■ ®Y3 Hakanson Anderson Assoc., Inc. CMI en d LaM en M r EXISTING CONDITIONS AND REMOVALS CITY PROJECT 08—OS '""' < e/ amoS—'"— ston 55303 3601 ThurMon Aw., 9 a Tai-727-St6o FAX 7 -427-05 FAX 763-427-0520CITY .,n.NWconwn-orWmen.eem ON TR OR A R R AD OF OTSEGO, MINNESOTA s"ce *s oU N . " RJW 07527 REMOVE EASIBIG l2'XI2'X6iEE AND IIF 12' DP AS NEEDED. ROM - - — - - — - _ _ — _ _ Fa 12'X12'XI2• IEE, 12' SLEEVE AND IY DIP AS NEED TO RISIALL I. TESTMD CORP SNML COMSIST OF (1) 1 )' CORPORATXIN, _ EXOTBIO 12" DP WATER MAN - TEE EXTEND 12' OP TO SOUTH APPIIafYATELr 12LF 1• COPPER PPE AND (1) 11- CURB STOP. — \ AFTER TESTING CONTRACTOR TO EXCIVATE TO AND SNOT OFT CORPORATION. AEWDVE COPPER AM ABANDON BY WALLING DIGNM APPROVED PLUG ON CORPORATION F!I TECORP IN T2' BUf1EARr VALVE ------------ — - W/ BOX � =.r la(SEEnlGaof PPE,,ET . -aETe X) + 60 R. PERMANENT EASEMEMI� y`pypTT I lO LLff v I PROW EXIS MG COUNTY TY MOIRBIENT IF O DI N l BE OISTUIDFO. IF R7M COUNTY PRIOR TO COORDINATE x 1 WIRIRIICTION o IT . � Fa 6' Fa (2) 12' IS DIP BENDS 6 FT. 6 Ff. s iT. 1 , w.00 W vsWi _ _ _ _ _ _ _ _ _ !MIME REATMG VIALL3 ERYTMG d'1'----- '�-I----T F12' t PN_______ 2 I . I 50 5Gµ[ w loo fEEi ------ - --- 930 930.,:....... ...,. .... - ROFt P aoPos EO P LE I EYlsr NG f PROFILE f. 920., _ .... _ . ..... _ 910 9.1.0..:_.. _ :..............i. �\....:.., i...... ....._... .......:.. ....,..... .,... .,... ..... -- ..... .. ..... ... ..,.. .. _... 900 900..1... ....... ........ .....`.N.. ..... .... .. ... ..... ............. .... .... ..... \ 890 890 ................. ......... ` ..... ... ..... .... ..... .. .._ . ` `\�`�. 880 880 i........ .. ..... :t. ... ..... . .... ... ... ........ ... .. .... . _.. ..:.. ... ...... ...... ... .. ..:.... ` '-------'- : to IT. TrP. S �{ 8 70 $7R ........... ......... ......... ........ .i... a 860 860 .. . ...... :... ..... ...... .,......... ..i.. _. ..... .... ..... .. ..., ..... .... ..... .. .... a $�. 8: �: a e DA 1 N Hakanson Anderson Assoc., Inc.O CNN Elplc and Lana Survy,m .1 ThNrR1on Aw.. awkW. Wil—awl. 55303 9 WATERMAIN PLAN CITY PROJECT 08-08 STREET NAME 5 or ,� g oM 763-427-SBW FAX 763-427-0520 w hoka--o�d—com m Ts EwBA r R R CITY OF OTSEGO, MINNESOTA 5e9 OT5271iS 0 0 0 0 0 0 0 o m W ol- LO- N 10' OI O:, OI. Ol. e0 O. eD 00. A NI# ei01� 410 feKi Lnee .......' .........:.........:.........:......... ]......... 1 1 , ......_:....... TWO S ......:.........:.........:.........: ....... �. .. .. ._... e[e9 1 1 600 � I I 1 1 r�e6 'r:Ro 1 : ...:... .. ................... .......... .. _.. :..Won � 1 1 1 gg $4n j �... Y N .... ....1 ....... .....:... ...... Win � 1 1 1 1 I r ' r I 1 I 1 o 1 1 YSY Ya J I r-- h ..... ..... I _ tas W: ._._....:. .. ..... ma W: N" 4: K 1 :..._ ...... .. .:.. _... :.........:....... ..... ..... I 1 11 . ....... ........ .. .... ... .. .......... .. 11" _... ..... ,ace :. .. rus � O: O O: O: O: O 01: e0: pl. Of. 01. Ol 00. m: O: O: rl ID YD m a Ir NmR-wRREaw/ NmwE-NmARW6 wEw twE NORIRAIIEN KA MES K Ir Om1sAY HELY MW-K)stE ARMA A waYE r/wtw 10x Ir 6urm, WAVE r/YAAw TEF O xIK Ir m (m IV IE[I r IO tYEIY I[ Py Ix71r rr[ ay { ToIF IY or yw \ / D trp FN 16•X16'K' TEE 12"S ge Ir -1N Im IY BNIEwEY mm: \ I/ftw Fox SWL 1^. T N 6* &T 6' UK YAWL W/ BOc INKS RI BE t016nAIClm W ,*� Y^ FR= SECONS. ANTIS WWE E WWII{ 6Hww GOODSFOR UI 6Alils Na rAm WHO sE { aYwq VK *am rY leauo<-pueNe/ UNNA WE ITRDaw-smewa wow 11Kf _ Ix^ NAaIOFEF Ix^ NTMI VEw ww FM e e Ix'slx' 1Iw IYDY rw BUIIEAFLY EDRF sm WN Nr6 Af 1K1Af (TONAL) am RIKI (1101 E6NwAt ANSWER TOM TO 1!' TE END cow Dam WATER Il1N SECTION A—A PRESSURE REDUCING SYSTEM DETAIL K11TE REVISigN � A.aT ,NN M Y 111.. OtlNOw. � ,� w Hey M s s —V—N \ \ / FN 16•X16'K' TEE \ N 6* &T 6' UK YAWL W/ BOc ,*� Y^ NYOR1NTq FN 16' 45. 000 ` ```�z., m FM E7051N0 IY WAIq BUIIEAFLY AIVE1 + ! F61 16'Y16YI2' / TEE CONNECT TO 16' 06 Fid 16'4Y S' MO PROFO6[D 6P TO 1!' TE END cow Dam WATER Il1N O w/ APPROVED FATTENER BY OTHM) 11' WATER ARM AR To ' v \ Ftl 12• pAEREY VA J �J E Fb IYEI2•%1 TEE 0 r VALVE �/ W(1 ' WAR.W J \ FR1 t2' Ar KID \\ COIREtt EX5TN0 WATER MMAN \\ \/ YKKWTE Epi OF WETLAND J 0 {CNE 10 N TEEN SaoN SHEET " w w YA.w .F.,r. r r 1... Awx IAN n.1.rr 'i E.N•••.r r r r r WN. r w..1. •� HakanponAnderson Assoc.,Inc.WATERMAIN PLAN and CITY PROJECT 08-0 8 Ews 3601 tunlonNw.. Anoka. IlkNteNels 35303 of OWZ" STREET NAME sg ®W 763-427-5860 FAX 763-42?-0520�N9 g.;; Dek ws • W.1rY 1� DaWA p e W CITY OF OTSEGO, MINNESOTA ,x^ wsw¢-xmlluo/ IK541E-9V511Ni KlK Ii' M Ir wIO xMaNnx, 015Ii15 �Ilml 1011wm M wl mms A,r 6wm, A r wmsnv WlK N/rI1K mw Nrv4K xw ' Im ,r M (a./ N ,r ON / ro ,SU y,• ( ro \ / Nom' x tr ,rNr• m 4x ( — mi Ir w owm ro N,0 I2•• -4r wxx M wnr6xM Ir -,7 KW rILK N/KLK IOx SWC 11 3' r "pun w 96-m xKp LbaNg —�. rw,s ro w Tw61wL'lao a Kut YMxq � Llan s¢xaa. ,awls 91Ys l mluclo xNx toxRlD o-l1c 11 mis m o iA9i1S Rw.a31 kwi >w mm waa, gI1K xa Mxs, T T 10^ Ikp9m-mvxi/ 1m96-0tlN1Mi mw 10' X 12 xmKa Ir C,r lmd= ,r gNl9x]Y ,]^ wI110xLY KLK O O YYK "i Be f'^ rwL rOnxsm, N] RKS 9 rw,s NxOnwa ]xaar wnx so,s ww C W(Wn 00 'mm sr ,r SECTION A—A PRESSURE REDUCING SYSTEM DETAIL SILT FENCE Rce M�892.49 —Cl]NC $ APRON \ Y -- / > M- .5 CB I\ \ \ RIM -892. SILT FENCE Cb Hokonson Anderson Assoc., Inc. CMI En9ln end Lord Sunryon 3601 Th.M- Aa., Anoka. MInnNNola 33303 763-427-3660 FAX 763-427-0520 rnrw.hakanxan-o,dm m.mm MH n- m 0 m )0 X!xL N iTE* WATERMAIN PUN s8`T CITY PROJECT 08-08 STREET NAME OF OTSEGO, MINNESOTA sx 527 --- ---- ------- - - (-2 N N '+ Jerson Assoc., In Hakanson An( C. L1,U EngW— OW Land Surveym 3601 Twml- A.., Ark., Mb—saft 55303 EGOCITY EROSION CONTROL PLAN PROJECT 08-08 9 .1 re 763 -427 -SM /AX 76 3-427-0320 CITY OF OTSEGO, MINNESOTA 9 00. gizad, U4. I Ian R" -77 ORGANIZATIONAL CHART Citizens of Otsego nt Powers Mayor Adv Boards: ,eao Creek I I and Planning Comm Council I (Park and Rec Comm City Atty City City Eng Administrator City Planner Public City works Clerk I I Streets Deputy Clerk Secretary ITEM 12_1 Joint Powers Otsego Creek Sheriff N City Eng City Planner ORGANIZATIONAL CHART 2008 Citizens of Otsego Mayor and Council City Administrator Police Fire Utilities Adv Boards: Planning Comm Park and Rec Heritage Comm Comm City Building Public Finance Clerk Official Works Director 1 Econ Develop Deputy Clerk Inspectors Streets Acct Clerks Recreation Licensing Technicians Parks W/S Billin Human Resources Elections Bldg Mai t? Fleet Maint Assessing Zoning oint Powers Creek Public Safety I Police Fire Emerg M mt City Clerk I Deputy Clerk Licensing Elections ORGANIZATIONAL CHART 20?? E City Planner Community Develop I Planning Econ Dev Zoning Housing Citizens of Otsego Mayor and Council City Administrator Building Official I Inspectors Technicians Bldg Maint Public Works I Streets Parks Fleet Maint Utilities Adv Boards: Planning Comm Parks & Rec Police Comm Heritaae Comm Finance Director I AccoQllin in W/S NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 10 April 2008 RE: Otsego — Pawn Shop Regulations NAC FILE: 176.08 The City Council directed that the Police Commission and Planning Commission review the need for regulations addressing the location and operation of pawn shop uses within Otsego. The Police Commission will begin discussion of the issue at their meeting on 13 May 2008. On 9 May 2008, City staff received a call regarding regulations the City has on locating of pawn shops within an existing commercial building. At this time, the Zoning Ordinance would define a pawn shop simply as a retail store allowed as a permitted use in any of the City's business zoning districts, including the zoning district applied to this particular site. To ensure that the City has adequate time to consider the need for regulations for pawn shop uses, City staff recommends adoption of an interim ordinance establishing a 12 month moratorium on the location of pawn shops within Otsego in the form attached hereto. The interim ordinance will be considered at the City Council meeting on 14 April 2008. C. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Sandy Lindenfelser, Special Licensing Andrew MacArthur, City Attorney ORDINANCE NO. 2008-08 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA AN INTERIM ORDINANCE ESTABLISHING A MORATORIUM ON PAWN SHOPS IN THE CITY OF OTSEGO THE CITY COUNCIL OF THE CIT OF OTSEGO DOES HEREBY ORDAIN: Section 1. Purpose. This interim ordinance is hereby established for the following reasons: A. To halt the establishment or approval of any Pawnbroker or Pawn Shop businesses within the City of Otsego B. To provide the City of Otsego with a period of time to complete a previously approved study of Pawnbrokers and Pawn Shops and to use that study to reevaluate the existing official controls, based on a previously approved study, related to Pawnbrokers or Pawn Shops in light of issues that have arisen upon review of the existing Otsego Zoning Ordinance, and the Otsego City Code. C. In order to protect the safety, health, and welfare of existing residents, to ensure proper planning process, ensure proper land use controls, and to provide adequate time for analysis of zoning and land use controls related to Pawnbrokers or Pawn Shops. D. To allow the City time to take the necessary steps to evaluate proper regulation of Pawnbrokers or Pawn Shops to minimize any potential detriment to existing businesses, residences and other institutions in the City of Otsego. E. To protect the health, safety, and welfare of the citizens and property owners in the City of Otsego. Section 2. Definitions. The definitions used herein are adopted for the limited purpose of this Interim Ordinance: PAWNBROKER: (a) Except as provided in paragraph (b) of this section, "Pawnbroker" means a person engaged in whole or in part in the business of lending money on the security of pledged goods left in pawn, or in the business of purchasing tangible personal property to be left in pawn on the condition that it may be redeemed or repurchased by the seller for a fixed price within a fixed period of time. (b) The following are exempt from the definition of "pawnbroker": any bank regulated by the state of Minnesota, the comptroller of the currency of the United States, the Federal Deposit Insurance Corporation, the board of governors of the Federal Reserve System or any other federal or state authority and their affiliate; any bank or savings association whose deposits or accounts are eligible for insurance by the Federal Deposit Insurance Corporation or any successor to it and all affiliates of those banks and savings associations; any state or federally chartered credit union; and any industrial loan and thrift company or regulated lender subject to licensing and regulation by the department of commerce. PAWNSHOP: The location at which or the premises in which a pawnbroker regularly conducts business. Section 3. Authority. The City Council of the City of Otsego is empowered by Minn. Stat. 462.355, Subd. 4 to pass an interim ordinance, applicable to all or a part of its jurisdiction, for the purpose of protecting the planning process and the health, safety, and welfare of its citizens. Section 4. Temporary Prohibition. For twelve months from the date of adoption of this Interim Ordinance prohibiting Pawnbrokers or Pawn Shops within the City, or until such earlier time as the Otsego City Council determines by resolution that the reasons for the moratorium no longer exist, no application for any type of proposed Pawnbroker or Pawn Shop or application which will result in permitting either a principal or accessory Pawnbroker or Pawn Shop in the City of Otsego not specifically exempted from this interim ordinance shall be accepted or processed by the City of Otsego. Section 6. Exceptions. There shall be no exceptions to the provisions of this interim Ordinance. Section 7. Misdemeanor. Any person, persons, firm, corporation or other entity violating any provision of this ordinance shall be guilty of a misdemeanor, and upon conviction thereof, shall be punished pursuant to Minn. Stat. 609.02, plus costs of prosecution. Section 8. Injunctive Relief. In the event of a violation of this ordinance, the City of Otsego may institute appropriate actions or proceedings, including requesting injunctive relief to prevent, restrain, restrain, correct, or abate such violations. Section 9. Separability. It is hereby declared that the several provisions of this ordinance are separable in accordance with the following; if any court of competent jurisdiction shall adjudge any provision of this interim ordinance to be invalid, such judgment shall not affect any other provisions of this ordinance not specifically included in said judgment. Section 8. Effective Date. This ordinance shall take effect from and after its passage and publication, and shall remain in effect until twelve (12) months from the date of passage and publication, unless a shorter period of time is approved by proper resolution of the City of Otsego City Council. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 14th day of April, 2008. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk RESOLUTION NO. 2008-21 RESOLUTION ORDERING PREPARATION OF FEASIBILITY REPORT ON IMPROVEMENT WHEREAS, it is proposed to extend water and sewer along Quantrelle Avenue NE. NOW THEREFORE BE IT RESOLVED by the City Council of the City of Otsego, Wright County, Minnesota as follows: 1. That the proposed improvement be referred to Hakanson Anderson Associates, Inc. for study and who is hereby authorized and directed to report to the City Council with all convenient speed advising the Council in a preliminary way as to whether the proposed improvement is feasible and the estimated cost of the improvement as recommended. Adopted by the council this 14"' day of April 2008. Motioned By: Seconded By: All in Favor: Those Apposed: Larry Fournier, Mayor Judy Hudson, Clerk CADocuments and SettingsWami\l.ocal Settings\Temporary Internet Files\Content.Outlook\09RYFWAz\ot364ResOrdedngFeasRpt.doc