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2009-11-23 CC Packet
CITY OF CENTERVILLE COUNCIL MEETING AGENDA aerviik stablished rxn Monday, November 23, 2009 6:30 p.m. or shortly thereafter OPEN FORUM 6:30 p.m.: An opportunity for members of the public to address the City Council on items not on the current agenda. Items requiring Council action may be deferred to staff or Boards and Commissions for research and future Council Agendas if appropriate. You will be limited to two (2) minutes and we ask that you conduct yourself in a professional, courteous manner, and refrain from the use of profanity. Failure to abide by this policy may result in the Toss of your privilege to speak. Persons wishing to speak will be required to complete a sign -up sheet and give it to the Mayor or a Staff person by 6:15 p.m. COUNCIL MEETING CALL TO ORDER 1. Roll Call H. PUBLIC HEARING(S) III. APPROVAL OF AGENDA IV. APPROVAL OF MINUTES 1. November 10, 2009 City Council Meeting Minutes (Pages 1 -4) V. CONSENT AGENDA 1. City of Centerville November 10, 2009 through November 23, 2009 Claims (Check #24958 - 24980) (Page 5) 2. Centennial Lakes Police Department Claims through November 12, 2009 (Check #7505 - 7539) (Page 6) 3. Centennial Fire District Claims through November 18, 2009 (Check #4025- 4044) (Page 7) 4. Mr. Tedd Peterson, Public Works Maintenance Technician — Successful Completion of Performance Review & Year 10 5. Authorize Bonestroo to Complete Record Plan Drawings for the 2009 Street Improvement Project — Not to Exceed (56,800) (Page 8 -9) 6. Authorize Bonestroo to Complete Record Plan Drawings for the 2009 Peltier Lake Street Improvement Project — Not to Exceed (59,700) (Pages 10 -11) 7. Res. #09 -0XX — Supporting Community Access TV (Pages 12 -15) 8. Forest Lake Contracting Pay Request #7, 2009 Street Improvement Project (2009.02) - $218,072.77 (Pages 16 -21) 9. Forest Lake Contracting Pay Request #7, Peltier Lake Drive Street & Utility Project (2009.01) - $$101,263.15 (Pages 22 -28) VI. AWARDS/PRESENTATIONS /APPEARANCES VII. OLD BUSINESS VIII. NEW BUSINESS 1. Res. #09 -0XX — Delinquent Utilities to be Certified to 2010 Property Taxes (Pages 29 -31) 2. Email Accounts for Commission/Committee Members (S30/yr. /acct.) 3. Consider Backup Power Option for Well #2 (Pages 32 -37) 4. Requested Modification to Trail Engineering Budget (Pages 38 -40) IX. ANNOUNCEMENTS/UPDATES 1. City Administrator, Dallas Larson X. ADJOURNMENT * *REMINDERS ** * *November 26 & 27, 2009 — City Hall Closed in Observance of Thanksgiving ** Planning & Zoning Commission Meeting — December 1, 2009, 6:30 p.m. Council Chambers Parks & Recreation Committee Meeting — December 2, 2009, 6:30 p.m. Council Chambers City Council Meeting — December 9, 2009, 6:30 p.m. Council Chambers City Council Meeting — December 29, 2009, 6:30 p.m. Council Chambers CITY OF CENTERVILLE CITY COUNCIL MEETING November 10, 2009 6:30 p.m. Pursuant to due call and notice thereof, the City of Centerville held their regularly scheduled meeting on November 10, 2009, at City Hall, 1880 Main Street. PRESENT: Mayor Mary Capra Council Member Linda Broussard Vickers Council Member Ben Fehrenbacher Council Member Jeff Paar Council Member D. Love ABSENT: None. STAFF: City Administrator Dallas Larson City Attorney Kurt Glaser I. CALL TO ORDER Mayor Capra called the November 10, 2009, City Council meeting to order at 6:30 p.m. II. PUBLIC HEARING(S) None. III. APPROVAL OF AGENDA Mayor Capra made the following additions to the Agenda: Consent Agenda, Item 1, added Page 6a, (Check #24935- 24957) New Business, Item 2, added Request of Sedona Homes for release of Letter of Credit securing development agreement New Business, Item 3, added Consider acquisition of tax forfeit parcel - Outlot B, Pheasant Marsh Motion by Council Member Love, seconded by Council Member Paar to annrove the aeenda as amended. All in favor.' Motion carried unanimously. IV. APPROVAL OF COUNCIL MINUTES 1. October 28, 2009 Council Meeting Minutes City of Centerville Council Meeting Minutes November 10, 2009 Motion by Council Member Paar. seconded by Council Member Fehrenbacher to approve the October 28. 2009 Council Meeting Minutes as presented. All in favor. Motion carried unanimously. V. CONSENT AGENDA 1. City of Centerville October 29, 2009 through November 10, 2009 Claims (Check #24914 - 24934) (Check #24935 - 24957) 2. Centennial Fire District Claims through November 2, 2009 (Check #4012 - 4024) Motion by Council Member Paar. seconded by Council Member Broussard Vickers to approve the Consent Agenda as amended. All in favor. Motion carried unanimously. VI. AWARDS /PRESENTATIONS /APPEARANCES None. VII. OLD BUSINESS None. VIII. NEW BUSINESS 1. Res. #09 -032 — Authorization of Condemnation of Trail Project Easement City Administrator Larson reviewed the list of easements that the City needs to obtain in order for the Centerville Regional Trail Link to move forward. The City Council discussed property owner's awareness of the condemnation process and concerns that Staff' should initiate a final courtesy call contacting the remaining persons noted on the list. Concerns regarding Councilmembers not knowing if property owners have been personally spoken to by City Staff and if persons were contesting or just not responding to information that has been sent to them, were also discussed. City Administrator Larson indicated that there were approximately three property owners that he hasn't spoken to personally. It was the consensus of the Council for Staff to make a final courtesy call to the property owners on the easement list that haven't been spoken to ensuring that they understand the process that is commencing. Motion by Council Member Fehrenbacher, seconded by Council Member Paar to approve Res. #09.032 — Resolution Authorizing Condemnation of Private Property for Public Tra and Sidewalk Eas amen • . ' I favor. Motion carried 4/1 ( Councilmember Broussard Vickers opposed.) Page 2 of 4 City of Centerville Council Meeting Minutes November 10, 2009 The City Council then discussed asphalt repair for the Church of St. Genevieve. Funding options were also discussed. It was the consensus of the Council to approve moving forward with the patch/repair for Sorel Street. Motion by Council Member Paar, seconded by Council Member Broussard Vickers to approve moving forward with the repair /patch for Sorel Street for the amount not to exceed $14,500, funded through the Water Fund, per the approval and review of the City Attorney. All in favor. Motion carried unanimously. 2. Request of Sedona Homes for release of Letter of Credit securing development agreement City Administrator Larson reviewed background information stating with the recent completion of the turn lane in front of the Centerville Office Park, Sedona Townhomes, LLC has completed all of the items described in the Development Agreement. Motion by Council Member Love, seconded by Council Member Fehrenbacher to approve the request of Sedona Homes for release of Letter of Credit securing development agreement. All in favor. Motion carried unanimously. 3. Consider acquisition of tax forfeit parcel - Outlot B, Pheasant Marsh City Administrator Larson presented aerial views and background information stating that the City has sixty (60) days to notify the County with the approval of the classification and sale of a forfeited parcel or to notify the County acknowledging the City's desire to acquire any of the parcels. The City Council discussed the forfeited parcel, trail access, possible green space and developable uses. It was the consensus of the Council to direct Staff to contact Anoka County regarding the purchase of the parcel. The City Council further discussed that Staff would verify the development agreement. Motion by Council Member Broussard Vickers. seconded by Council Member Paar to direct Staff to contact Anoka County stating the City's desire to purchase the tax forfeit parcel - Outlot B, Pheasant Marsh. All in favor. Motion carried unanimously. IX. ANNOUNCEMENTS/UPDATES 1. City Administrator, Dallas Larson City Administrator Larson reported on the Minneapolis court case ruling in regard to communication of City information being passed through personal email addresses. He recommended that the City begin providing Planning and Zoning Commissioners with a City email address. Page 3 of 4 City of Centerville Council Meeting Minutes November 10, 2009 City Attorney Glaser agreed, stating with the Open Meeting Laws, the City should provide email addresses for those commissioners that hold public hearings. Mayor Capra stated she appreciates having the City email address and would be in favor of providing email addresses for the Planning and Zoning Commission. The Council discussed the cost of additional email addresses for the Planning and Zoning and Park and Recreational Commissions. It was the consensus of the Council for Staff to obtain the cost for the additional emails and present to Council at the November 23, 2009 City Council meeting. The City Council discussed the rescheduling of the December City Council meetings. It was the consensus of the Council to hold the December City Council meetings on Wednesday, December 9, 2009, and Tuesday, December 29, 2009. 2. Department Reports Councilmember Paar reported on the Fire Department Meeting. Councilmember Love reported on the Park and Recreation Meeting. Mayor Capra reported on the Police Governing Board. She also reported on the success of the Good Turn Event. X. ADJOURNMENT Motion by Paar, seconded by Love to adiourn the November 10.2009 City Council Meetin¢ at 7:29 p.m. All in favor. Motion carried unanimously. Mayor Capra adjourned the November 10, 2009, City Council Meeting at 7:29 p.m. Transcribed by: Rochelle Russo, Recording Secretary TimeSaver Off Site Secretarial, Inc. Page 4 of 4 CITY OF CENTERVILLE 11/19/09 10:08 AM Page 1 *Check Summary Register© ter xt i.naN:d�ai Lx%T NOVEMBER 2009 Name Check Date Check Amt 10100 MAIN STREET BANK Paid Chk# 024958 SMITH, JAMES H. 11/13/2009 $410.00 TRAIL EASEMENT - 7064 CENTERV Paid Chk# 024959 BRYCE N & MARYBETH J 11/18/2009 $270.00 1688 HERITIAGE ST - TRAIL EASE Paid Chk# 024960 AFLAC 11/23/2009 $161.00 AFLAC INS. FOR T. BENDER & K. Paid Chk# 024961 ANDERSON, ALLEN 11/23/2009 $225.00 REIMBURSE FOR SAFETY GLASSES Paid Chk# 024962 ARCADE ASPHALT, INC. 11/23/2009 $14,500.00 SOREL STREET PAVEMENT Paid Chk# 024963 BATTERIES PLUS 11/23/2009 $26.67 BATTERIES Paid Chk# 024964 CARLSON PROFESSIONAL 11/23/2009 $193.50 SERV THRU 10 -31 -09 Paid Chk# 024965 DELTA DENTAL 11/23/2009 $423.05 DEC. 2009 DENTAL INS. Paid Chk# 024966 DENTZ, PAUL 11/23/2009 $950.00 DRIVEWAY PAVER RESTORATION Paid Chk# 024967 HAWKINS WATER TREATMENT 11/23/2009 $1,022.15 CHEMICALS FOR WATER Paid Chk# 024968 HD SUPPLY WATERWORKS 11/23/2009 $2,464.54 WATER METERS AND PARTS Paid Chk# 024969 HEALTH PARTNERS 11/23/2009 $3,974.50 DEC. 2009 HEALTH INS. Paid Chk# 024970 KONICA MINOLTA BUSINESS 11/23/2009 $578.52 MONTHLY SERVICE FOR COPIER Paid Chk# 024971 LOOMIS, DAVE 11/23/2009 $484.00 DRIVEWAY PAVER RESTORATION Paid Chk# 024972 MAGILL PROPERTIES, INC. 11/23/2009 $1,350.00 TRAIL EASEMENT - 1990 MAIN ST Paid Chk# 024973 MET. COUNCIL ENV. SERV. 11/23/2009 $14,665.91 DEC. 2009 WASTEWATER SERVICE Paid Chk# 024974 MINNESOTA STATE AUDITOR 11/23/2009 $12,648.10 STATE AUDIT CLAIM # 59126 Paid Chk# 024975 NATIONWIDE RETIREMENT 11/23/2009 $686.31 DEF. COMP FOR PAY PERIOD 24 Paid Chk# 024976 THE CITIZEN 11/23/2009 $148.50 SUMMARY OF ORD. 32 Paid Chk# 024977 U.S. POSTAL SERVICE 11/23/2009 $1,000.60 ENVELOPES W /FOREVER STAMPS Paid Chk# 024978 WINNICK SUPPLY 11/23/2009 $55.63 MC ACETRYLENE - R- OXYGEN Paid Chk# 024979 XCEL ENERGY 11/2312009 $3,799.31 1880 MAIN ST -SERV THRU 11-3 - Paid Chk# 024980 MAGILL PROPERTIES, INC. 11/23/2009 $2,640.00 TRAIL EASEMENT - 1990 MAIN ST Paid Chk# BI- WEEKLY ACH 11/12/2009 $18,495.28 PAY PERIOD 23 Total Checks $81,172.57 NOTE: There will be an updated list of disbursements for approval on 11- 23 -09. .4.':., 71.49:H CENTENNIAL LAKES POLICE DEPT Check Register- POLICE GL Page: 1 Check Issue Dates: 11/1/2009 - 11/12/2009 Nov 12, 2009 12:29PM Report Criteria: Report type: Summary GL Check Check Number Description Check Period Issue Date Payee Amount 11/09 11/12/2009 7505 AMERICAN MESSAGING NOVEMBER PAGER SERVICE 42.18 11/09 11/12/2009 7506 ANOKA COUNTY OCT INTERNET ACCESS 559.13 11/09 11/12/2009 7507 ANOKA COUNTY ATTOR FORFEITURE DISTRIBUTION 73.60 11/09 11/12/2009 7508 ASPEN MILLS UNIFORMS 305.30 11/09 11/12/2009 7509 BCA - BTS INTOX 5000 RECERT 480.00 11/09 11/12/2009 7510 CP TELCOM PHONES/LONG DIST 353.31 11/09 11/12/2009 7511 COVERALL OF TWIN CITI NOV CLEANING SERVICE 796.22 11/09 11/12/2009 7512 DELTA DENTAL DEC DENTAL INS 880.35 11/09 11/12/2009 7513 DEPUTY REGISTRAR #15 TITLE TRANSFER 1996 OLDS F 20.00 11/09 11/12/2009 7514 DON'S CIRCLE SERVICE, VEH REPAIRS & MTC 1,517.40 11/09 11/12/2009 7515 FRATTALLONES HARDW ANTIBACTERIAL PUMPS 149.86 11/09 11/12/2009 7516 GALES AUTO BODY, INC 2007 SQUAD REPAIR 1,725.10 11/09 11/12/2009 7517 HEALTH PARTNERS DEC HEALTH INS 9,380.10 11/09 11/12/2009 7518 HENNEPIN TECHNICAL C M -STEP TRAINING M.LASKO 185.00 11/09 11/12/2009 7519 HOLIDAY FLEET FUEL 583.21 11/09 11/12/2009 7520 IMAGE PRINTING & GRA ADMINISTRATIVE FORMS /BUSI 246.26 11/09 11/12/2009 7521 EMILY KIRCHNER FUEL 43.76 11/09 11/12/2009 7522 KNOWLAN'S SUPER MAR HAND SANITIZER 62.87 11/09 11/12/2009 7523 MICHELLE LAKSO CERT HOURS 577.50 11/09 11/12/2009 7524 MIDWAY FORD INC '07 &'08 VEHICLE REPAIRS 1,216.81 11/09 11/12/2009 7525 O'REILLY AUTOMOTIVE, I MOTOR OILNVIPER BLADES 87.16 11/09 11/12/2009 7526 PERFORMANCE PLUS N95 MASKS 948.00 11/09 11/12/2009 7527 PETTY CASH / BRITNI AU POSTAGE 47.05 11/09 11/12/2009 7528 PRESS PUBLICATIONS PART TIME DATA ENTRY AD 112.00 11/09 11/12/2009 7529 QWEST COMMUNICATIONS 166.98 11/09 11/12/2009 7530 SAFETY SERVICES, INC C E R T EXPENSES 429.82 11/09 11/12/2009 7531 SHRED RIGHT, INC SHREDDING 57.39 11/09 11/12/2009 7532 STAPLES BUSINESS ADV PRINTER INK 228.09 11/09 11/12/2009 7533 STATE OF MINNESOTA SEIZED PROP PROCEEDS 36.80 11/09 11/12/2009 7534 SUNRISE PAINTING & INSTALL WATER REPELLANT 0 6,850.00 11/09 11/12/2009 7535 TELECIDE PRODUCTION COMPUTER MTC 464.97 11/09 11/12/2009 7536 UNIFORMS UNLIMITED, I UNIFORM 233.45 11/09 11/12/2009 7537 UNICARE LIFE & HEALTH DEC LIFE/DISABILITY INS 112.70 11/09 11/12/2009 7538 UPPER MIDWEST COMM OCTOBER PROGRESS BILLING 8,085.44 11/09 11/12/2009 7539 WALLEN - FRIEDMAN & FL LEGAL FEES 1,027.50 Grand Totals: 38,085.31 M = Manual Check, V = Void Check CENTENNIAL FIRE DISTRICT Check Register - FIRE GL Page: 1 Check Issue Dates: 11/3/2009 - 11/18/2009 Nov 18, 2009 01:58PM Report Criteria: Report type: Summary GL Check Check Vendor Description Check Period Issue Date Number Number Payee Amount 11/09 11/18/2009 4025 10600 ANCOM COMMUNICATIONS, IN PAGER REPAIR 198.11 11/09 11/18/2009 4026 11565 ASPEN MILLS UNIFORM 89.58 11/09 11/18/2009 4027 30480 CENTENNIAL UTILITIES STATION 1 UTILITIES 152.14 11/09 11/18/2009 4028 30485 CENTER MART FUEL 148.86 11/09 11/18/2009 4029 30490 CENTERPOINT ENERGY STATION 2 GAS 146.35 11/09 11/18/2009 4030 30575 CITY OF CIRCLE PINES 3RD QTR ACCOUNTING SERVI 1,500.00 11/09 11/18/2009 4031 31008 COMCAST INTERNET STATION 1 188.00 11/09 11/18/2009 4032 31137 CONNEXUS ENERGY ELECTRIC 256.56 11/09 11/18/2009 4033 40010 DALCO HAND TOWELS 168.18 11/09 11/18/2009 4034 40040 DEEP ROCK WATER COMPANY BOTTLED WATER 33.94 11/09 11/18/2009 4035 50130 EMERGENCY MEDICAL PRODU MEDICAL SUPPLIES 26279 11/09 11/18/2009 4036 50150 ENERGY SALES, INC STATION 2 BLDG MTC 68.56 11/09 11/18/2009 4037 120450 CITY OF LINO LAKES FUEL 30,155.18 11/09 11/18/2009 4038 140600 NORTHERN AIR CORPORATIO STATION 2 HEATER MTC BAY 2 1,759.96 11/09 11/18/2009 4039 150140 OFFICE DEPOT, INC OFFICE SUPPLIES 195.91 11/09 11/18/2009 4040 160050 PAETEC PHONES STATION 2 431.25 11/09 11/18/2009 4041 160150 PEARSON EDUCATION EMT CLASS WORKBOOKS 106.96 11/09 11/18/2009 4042 170180 QWEST PHONE EXPENSE 55.66 11/09 11/18/2009 4043 180600 CITY OF ROSEVILLE IT SERVICE CONTRACT 655.58 11/09 11/18/2009 4044 240100 XCEL ENERGY ELECTRIC STATION 2 408.29 Grand Totals: 36,981.86 M = Manual Check, V = Void Check 2335 Highway 36 W St. Paul, MN 55113 Tel 651- 636 -4600 Fax 651- 636 -1311 www.bonestroo.com November 4, 2009 - - # Bonestroo Dallas Larson Administrator City of Centerville �. 1880 Main Street Centerville, MN 55038 Re: Peltier Lake Drive Area Street and Utility Improvements Record Plans City of Centerville Bonestroo File No.: 000616 - 09169 -0 Dear Dallas: The following proposal has been prepared to outline a scope of work and estimate associated fees for the completion of the Record Plan Drawings for the Peltier Lake Drive Area Street and Utility Improvements. Scope Field work required to complete the Record Plan Drawings will include field survey of Rain Gardens (Boundaries, Contours, EOF's, & Curb Cuts), field survey of Storm Sewer (Rims Only), field survey of Water Main Items (Gate Valves , Hydrants, and Curb Stops), field survey of existing Sanitary Sewer MH's (Rims Only). The field survey data work gathered will provide an X, Y, and Z coordinate for the items shot in the field survey. Office work required to complete the Record Plan Drawings will include downloading the Survey Points into AutoCAD, Editing Sheets (Updating line work, labeling ties on plans, and updating text), plotting and preparing final copies to the City, and submittal of Rain Garden information to the Rice Creek Watershed District. The following assumptions have been made in the preparation of this proposal: 1. The City of Centerville Staff will complete all measure downs and documentation including the structure number and measure down depths to each pipe that may enter or exit the structures. The City Staff should also provide any redlines or field changes they documented during construction on a construction set of plans • St. Paul 5t. Cloud Rochester Milwaukee Chicago City of Centerville Page 2 Peltier Lake Drive Area Street and Utility Improvements 11/4/09 2. Curb boxes /curb stops will be marked for the Survey Crew prior to starting Field Survey Work. 3. This work is to be completed during normal working conditions. Additional time may be needed if there is snow cover. Cost Estimate The fee for completing the Field Survey Work, preparing the Final Record Plan Drawings, and submittal to the Rice Creek Watershed District on the Rain Gardens as described above is $9700.00. The work will be billed on an hourly basis with this not -to- exceed limit. The limit includes our billable expenses. Bonestroo could complete any work outlined in the proposal assumptions as City tasks, at our approved hourly rates. Sincerely, BON fir ESTROO Ryan Goodman, PE Bonestroo Copy: Paul Palzer — Public Works Director MRS, CWL2 — Bonestroo file 2335 Highway 36 W St. Paul, MN 55113 Tel 651- 636 -4600 Fax 651- 636 -1311 www.bonestroo.com November 4, 2009 Bonestroo Dallas Larson Administrator City of Centerville 1880 Main Street Centerville, MN 55038 Re: 2009 Street Improvements Record Plans City of Centerville Bonestroo File No.: 000616 - 09170 -0 Dear Dallas: The following proposal has been prepared to outline a scope of work and estimate associated fees for the completion of the Record Plan Drawings for the 2009 Street Improvements. Scope Field Survey work will only be completed within the right -of -way on 73 Street. Field work required to complete the Record Plan Drawings will include field survey of Rain Gardens (Boundaries, Contours, EOF's, & Curb Cuts), field survey of Storm Sewer (Rims Only), Feld survey of existing Water Main Items (Gate Valves), field survey of existing Sanitary Sewer MH's (Rims Only). The field survey data work gathered will provide an X, Y, and Z coordinate for the items shot in the field survey. Office work required to complete the Record Plan Drawings will include downloading the Survey Points into AutoCAD, Editing Sheets (Updating line work, labeling ties on plans, and updating text), plotting and preparing final copies to the City, and submittal of Rain Garden information to the Rice Creek Watershed District. The following assumptions have been made in the preparation of this proposal: 1. The City of Centerville Staff will complete all measure downs and documentation including the structure number and measure down depths to each pipe that may enter or exit the structures. The City Staff should also provide any redlines or field changes they documented during construction on a construction set of plans. St. Paul St. Cloud Rochester Milwaukee Chicago City of Centerville Page 2 2009 Street Improvements 11/4/09 2. This work is to be completed during normal working conditions. Additional time may be needed if there is snow cover. Cost Estimate The fee for completing the Field Survey Work, preparing the Final Record Plan Drawings, and submittal to the Rice Creek Watershed District on the Rain Gardens as described above is $6800.00. The work will be billed on an hourly basis with this not -to- exceed limit. The limit includes our billable expenses. Bonestroo could complete any work outlined in the proposal assumptions as City tasks, at our approved hourly rates. Sincerely, BONESTROO Ryan Goodman, PE Bonestroo Copy: Paul Palzer — Public Works Director MRS, CWL2 — Bonestroo file Baldwin Advocates for Community Access TV Public, Educational, Governmental Channels Need Support Congresswoman Tammy Baldwin has Introduced the Community Access Preservation (CAP) Act of 2009 (H.R. 3745) to address the challenges faced by public, educational, and governmental (PEG) TV channels and community access television stations. Historically, the funding for and broadcast of PEG channels have been negotiated as part of local franchise agreements between cable companies and local franchise authorities. However, twenty-three states have enacted new telecommunication laws that establish state -level franchise authorities. As a result of these recent state -wide agreements and a lack of adequate federal protection, some PEG channels now face significant broadcast and funding obstacles. "Local access channels bring unique voices, perspectives, and programming to television /' said Congresswoman Baldwin. The nature of television programming is changing, as are the methods in which that programming is delivered. These changes should not come at the expense of the diversity and vibrancy of local voices," Baldwin said. PEG channels connect residents with their local government In much the same way C -SPAN connects people to activities In Congress. Local school districts operate channels to feature school board meetings and forums, Interviews, lectures, and sporting events not otherwise broadcast on television. Additionally, communities adopt various genres of PEG programming to reflect local Interests. According to a survey conducted by National Association of Telecommunications Officers and Advisors, religious shows represent 20 -40% of local access programming. PEG stations and channels are locally funded, produced, and viewed and current federal law and a number of state laws are silent as to the basic requirements for PEG broadcasts or do not require dedicated funding beyond an "adequate assurance of financial support." Some franchised cable operators carry PEG channels differently than commercial channels, broadcasting them in reduced resolution, displaying them in menu - format, or simply moving them to a digital - only tier where they are inaccessible to analog cable customers. In some cases, customers must now pay extra fees In order to receive PEG channels. In other cases, operators are refusing to pass through PEG closed captioning unless a special request is made. Thls treatment undervalues PEG channels and their viewers. The Community Access Preservation (CAP) Act would address the immediate issues facing PEG channels by: • Allowing PEG fees to be used for any PEG- related purposes; • Requiring PEG channels to be carried In the same manner as local broadcast channels; • Requiring the FCC to study the effect state video franchise laws have had on PEG channels, and requiring operators to provide the greater of the support required under state laws, or the support historically provided for PEG; and • Making cable television- related laws and regulations applicable to all landline video providers. "Decisions at the state and federal level have combined to create a crisis for PEG. With the CAP Act, Rep. Baldwin effectively addresses the most Immediate problems and opens the door to the future by preserving support for PEG while the FCC conducts Its study. This bill Is critical to us. Wisconsin's rich community access heritage I5 on the line," said Mary Cardona, Executive Director of the Wisconsin Association of PEG Channels. "Community Media has a four decade history of connecting communities with their governments, schools, Churches, friends and neighbors. The future existence of community media i5 being threatened against the Intent of Congress for localism and diversity of voices In media. With the CAP Act, Rep. Baldwin addresses Immediate needs to preserve and protect the Important role PEG channels play in advancing democratic Ideals through community uses of media;" sald Matt Schuster, Chair, Alliance for Community Media. The Community Access Preservation (CAP) Act does not assume a "one size fits all" PEG structure, Instead leaving the decision to negotiate for PEG channels to franchising authorities and the local communities they represent. Baldwin's legislation Is supported by the Alliance for Community Media (ACM) and the National Association of Telecommunication Officers and Advisors (NATOA). CITY OF CENTERVILLE, MINNESOTA RES. #09 -0 REGARDING SUPPORT FOR H.R. 3745, THE COMMUNITY ACCESS PRESERVATION ACT WHEREAS, The City of Centerville, Minnesota (the "City") is a member of the North Metro Telecommunications Commission (the "Commission "), a municipal joint powers board organized pursuant to a Joint and Cooperative Agreement, as amended ( "Agreement "), adopted by the Cities of Blaine, Centerville, Circle Pines, Ham Lake, Lexington, Lino Lakes and Spring Lake Park, Minnesota (the "Member Cities ") pursuant to Minn. Stat. § 471.59; and WHEREAS, public, educational and government ( "PEG ") access channels play a significant role in the City and the other Member Cities; and WHEREAS, PEG channels are a unique and valuable resource for local information and discourse for the residents of the City; and WHEREAS, PEG channels cablecast local government meetings, including (but not limited to) City Council, planning commission, county board and school board meetings, so that citizens are informed about the actions taken by local officials; and WHEREAS, PEG channels contribute to the democratic process by providing opportunities for candidates and others, such as the League of Women Voters, to discuss local issues during election campaigns; and WHEREAS PEG channels provide a window through which residents can view the diversity of cultures, recreational activities and artistic endeavors in their local community; and WHEREAS, PEG channels reflect the unique identity of the communities they serve and produce and disseminate programming that would not otherwise he available to City residents; and WHEREAS, PEG channels further the important federal objective of assuring that cable communications provide the widest possible diversity of information sources and services to the public; and WHEREAS, PEG channels help ensure that cable systems are responsive to the needs and interests of the local community; and WHEREAS, the Commission produces, edits and transmits local video programming for the City and the other Member Cities that is cablecasted on PEG channels, makes video production, editing and studio facilities and equipment available to the City's residents through the operation of a Community Media Center, and actively promotes the development of locally produced cable television programming that is carried on PEG channels in the City; and WHEREAS, it is important to preserve and protect PEG channels and funding for PEG channels and PEG facilities, and to ensure that the channels and PEG facilities continue to be available to the entire community in order to serve the residents of the City; and WHEREAS, H.R. 3745, the Community Access Preservation Act, addresses critical and immediate threats to PEG channels, PEG facilities and PEG access funding, including channels and facilities operated and funded by the City and Commission. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Centerville, Minnesota as follows: I. The City supports immediate passage of H.R. 3745; and 2. The City Council calls on its Congressional delegation to take all possible actions in support of the passage of H.R. 3745, including but not limited to endorsing, co- sponsoring and voting for H.R. 3745, and to work for its rapid passage; and 3. City officers and Commission staff are authorized to take such actions as may be necessary or desirable to support and promote passage of H.R. 3745; and 4. This Resolution shall be effective immediately upon adoption. Passed and adopted this day of , 2009. CITY OF CENTERVILLE, MINNESOTA By: Its: ATTEST: moved the adoption of the foregoing Resolution, and Councilmember duly seconded that motion. Upon a vote being taken thereon the following members of the Council voted in favor thereof: and the following voted against the same: Whereupon said Resolution was declared duly passed and adopted. 2 I, the undersigned, being the duly qualified and acting City Clerk of the City of Centerville, Minnesota, DO HEREBY CERTIFY that I have carefully compared the attached and foregoing extract of minutes with the original minutes of a meeting of the City Council duly called and held on the date therein indicated, which are on file and of record in my office, and the same is a full, true and complete transcript therefrom insofar as the same relates to a resolution of the City Council supporting the passage of the Community Access Preservation Act. WITNESS my hand as such City official and the official seal of the City this day of , 2009. City Clerk (SEAL) 3 Owner: City of Centerville, 1880 Main St., Centerville, MN 55038 Date: November 19, 2009 For Period: 10/31/2009 to 11/19/2009 Request No: 7 Bonestroo Contractor: Forest Lake Contracting, 14777 Lake Dr., Forest Lake, MN 55025 CONTRACTOR'S REQUEST FOR PAYMENT 2009 STREET IMPROVEMENTS BONESTROO FILE NO. 000616- 09170 -0 CITY PROJECT NO. 2009.02 SUMMARY 1 Original Contract Amount $ 1,351,737.25 2 Change Order - Addition $ 51,307.16 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount $ 1,403,044.41 5 Value Completed to Date $ 1,130,415.21 6 Material on Hand $ 0.00 7 Amount Earned $ 1,130,415.21 8 Less Retainage 5% $ 56,520.76 9 Subtotal $ 1,073,894.45 10 Less Amount Paid Previously $ 837,821.68 11 Liquidated damages - $ 18,000.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 7 $ 218,072.77 Recommended for Approval by: BONESTROO Approved by Contractor: Approved by Owner: FOREST LAKE CONTRACTING CITY OF CENTERVILLE Specified Contract Completion Date: Date: 61609170REQ7.gs Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date PART 1 - PROJECT MANAGEMENT: 1 MOBILIZATION LS 1 22000.00 0.2 1 522,000.00 2 TRAFFIC CONTROL LS 1 4000.00 0.3 1 $4,000.00 TOTAL PART 1 - PROJECT MANAGEMENT: 526,000.00 PART 2 - TYPE 111 & IV IMPROVEMENTS: 3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 50 15.00 50.00 4 SILT FENCE, MACHINE SLICED LF 1700 0.40 1252 5500.80 5 REMOVE BITUMINOUS PAVEMENT SY 29300 2.00 26000 552,000.00 6 REMOVE CONCRETE CURB AND GUTTER LF 2250 4.00 3000 512,000.00 7 REMOVE BITUMINOUS DRIVEWAY SY 375 4.00 557 52,228.00 8 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 50 5.00 46 5230.00 9 REMOVE STORM SEWER PIPE LF 100 8.00 18 5144.00 10 REMOVE TREE EA 10 95.00 7 $665.00 11 REMOVE STORM SEWER CATCH BASIN MANHOLE EA 4 300.00 4 51,200.00 12 BOLT REPLACEMENT - HYDRANT AND GATE VALVE EA 15 1100.00 15 516,500.00 13 BOLT REPLACEMENT- GATE VALVE EA 24 400.00 18 57,200.00 14 SALVAGE AND REINSTALL IRRIGATION LINES LF 250 3.00 $0.00 15 SALVAGE AND REINSTALL IRRIGATION HEADS EA 10 80.00 50.00 16 ADJUST EXISTING CURB BOX EA 10 110,00 1 $110.00 17 ADJUST EXISTING VALVE BOX EA 23 300.00 18 55,400.00 18 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 39 500.00 5 36 518,000.00 19 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME AND RING CASTING EA 7 300.00 6 51,800.00 20 ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE FRAME AND RING CASTING EA 16 600.00 12 57,200.00 21 RECONSTRUCT SANITARY MANHOLE LF 11 300.00 8 52,400.00 22 RECONSTRUCT EXISTING VALVE BOX EA 7 300.00 50,00 23 GROUT EXISTING STRUCTURE, INCL. DOGHOUSES, INVERTS, BENCHES EA 25 250.00 18 18 54,500.00 24 SAWING BITUMINOUS PAVEMENT LF 775 3.00 1030 53,090.00 25 SAWING CONCRETE PAVEMENT LF 50 4.00 120 5480.00 26 MILL BITUMINOUS CONSTRUCTION JOINT LF 300 3.00 50.00 27 REMOVE EXISTING 18" TRASH GUARD EA 1 60.00 50.00 28 CLEAN EXISTING STORM PIPE LF 300 5.00 50.00 29 CONNECT TO EXISTING STORM SEWER STRUCTURE EA 1 600.00 1 5600.00 30 CONNECT TO EXISTING RCP STORM SEWER EA 5 600.00 1 5600.00 31 INSTALL 18" TRASH GUARD ON EXISTING FLARED END SECTION EA 1 350.00 50.00 32 15" RCP FLARED END SECTION, INCL. TRASH GUARD EA 2 800.00 2 51,600.00 33 12" RCP STORM SEWER, CLASS 5 LF 135 30.00 128 53,840.00 34 15" RCP STORM SEWER, CLASS 5 LF 365 33.00 406 513,398.00 35 18" RCP STORM SEWER, CLASS 5 LF 48 36.00 50.00 36 CLASS III RANDOM RIPRAP CY 70 70.00 18 51,260.00 37 2' X 3' CB, INCL. R- 3067 -V CSTG AND CONC ADJ RINGS EA 3 1600,00 3 $4,800.00 38 4' DIA STORM SEWER CBMH, INCL. R- 3067 -V CSTG AND CONC ADJ RINGS EA 7 1800.00 7 512,600.00 39 CONSTRUCT 4' DIA CBMH OVER EXISTING STORM SEWER PIPE, INCL. R- 3067 -V CSTG AND CONC ADJ RINGS EA 1 2500.00 1 52,500.00 40 CONNECT DRAINTILE TO EXISTING STORM STRUCTURE EA 42 180.00 36 56,480.00 41 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK WRAP LF 3500 3.00 300 3700 $11,100.00 42 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH COARSE FILTER AGGREGATE, GEOTEXTILE WRAP, AND SOCK WRAP LF 12400 8.00 11554 592,432.00 43 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - STORM SEW LF 300 5.00 $0.00 44 COMMON EXCAVATION (EV) CY 5000 7.00 4000 528,000.00 45 COMMON EXCAVATION (EV) - STORM SEWER CROSSINGS CY 4500 0,01 1548 515.48 46 SUBGRADE EXCAVATION (EV) CY 2000 7.00 259 51,813.00 47 TOLERANCE CLASS 5 - TYPE IV IMPROVEMENTS ONLY LF 6500 2.50 5985 514,962.50 61609170REQ7.ks Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 48 SUBGRADE PREPARATION - STREET SY 10900 0.01 4996 $49.96 49 GEOTEXTILE FABRIC, TYPE V SY 10900 1.40 8000 $11,200.00 50 SELECT GRANULAR BORROW (CV) CY 7000 12.00 4000 $48,000.00 51 AGGREGATE BASE, CLASS 5 TN 5150 8.00 7000 $56,000.00 52 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 225 77.00 160 $12,320.00 53 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 3975 47.50 3081 $146,347.50 54 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 2850 48.00 2926.74 3126.74 $150,083.52 55 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 1850 1.75 1550 1650 $2,887.50 56 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS WEAR COURSE - 2009 LF 6700 1.70 5229 5229 $8,889.30 57 CONCRETE CURB AND GUTTER LF 2250 14.00 3000 $42,000.00 58 CURB REINFORCEMENT BARS, NO. 4 LF 1120 0.50 300 540 $270.00 59 6" CONCRETE DRIVEWAY PAVEMENT SY 55 40.00 55 80 $3,200.00 60 TOPSOIL BORROW (LV) CY 400 12.00 112 $1,344.00 61 SODDING, LAWN TYPE SY 2300 4.00 337 800 $3,200.00 62 TURF REINFORCEMENT MAT SY 50 12.50 $0.00 63 TRANSPLANT TREE - PINE EA 7 150.00 $0.00 64 TRANSPLANT TREE - DECIDUOUS EA 1 150.00 1 $150.00 65 SEGMENTAL RETAINING WALL SF 1750 17.00 $0.00 66 CONSTRUCT RAIN GARDEN SF 8500 3.75 8000 $30,000.00 67 SEEDING, INCL. MNDOT SEED MIX 270 AND EROSION CONTROL BLANKET, CATERGORY 3, BIODEGRADABLE NETTING SY 950 1.90 500 $950.00 68 DITCH EXCAVATION - 73RD STREET, NORTH OF EXISTING FLARED END SECTION LF 50 33.00 $0.00 69 CATCH BASIN PROTECTION EA 18 50.00 18 $900.00 70 STREET SWEEPER (PICKUP BROOM W /OPERATOR) FIR 35 80.00 20 $1,600.00 TOTAL PART 2 - TYPE III & IV IMPROVEMENTS: $851,040.56 PART 3 - TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS: 71 REMOVE BITUMINOUS PAVEMENT SY 1975 3.00 1500 $4,500.00 72 REMOVE CONCRETE CURB AND GUTTER LF 750 4.00 1494 $5,976.00 73 REMOVE BITUMINOUS DRIVEWAY SY 150 4.00 229 $916.00 74 REMOVE BITUMINOUS PATH SY 20 4.00 9.8 $39.20 75 REMOVE STORM SEWER PIPE LF 80 8.00 $0.00 76 SALVAGE AND REINSTALL IRRIGATION LINES LF 100 3.00 $0.00 77 SALVAGE AND REINSTALL IRRIGATION HEADS EA 5 80.00 $0.00 78 BOLT REPLACEMENT - HYDRANT AND GATE VALVE EA 9 1100.00 8 $8,800.00 79 BOLT REPLACEMENT - GATE VALVE EA 9 500.00 9 $4,500.00 80 SALVAGE AND REINSTALL MAILBOX EA 5 100,00 $0.00 81 ADJUST EXISTING VALVE BOX EA 9 400.00 8 8 $3,200.00 82 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 13 500.00 12 12 $6,000.00 83 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME AND RING CASTING EA 3 300.00 4 $1,200.00 84 ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE FRAME AND RING CASTING EA 6 600.00 6 $3,600.00 85 GROUT EXISTING STRUCTURE, INCL. DOGHOUSES, INVERTS, BENCHES EA 5 300.00 $0.00 86 SAWING BITUMINOUS PAVEMENT LF 1500 3.00 376 $1,128.00 87 MILL BITUMINOUS CONSTRUCTION JOINT LF 185 3.00 $0.00 88 EDGE MILL BITUMINOUS 6' WIDE LF 7850 0.80 3707 6707 $5,365.60 89 CLEAN EXISTING STORM PIPE LF 200 5.00 $0.00 90 CONNECT DRAINTILE TO EXISTING STORM STRUCTURE EA 14 160.00 8 $1,280.00 91 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK WR, LF 300 3.00 141 $423.00 92 COMMON EXCAVATION (EV) - STORM SEWER CROSSINGS CY 5500 0.01 1156 $11.56 93 SUBGRADE EXCAVATION (EV) CY 1200 7.00 16.69 16.69 $116.83 94 GEOTEXTILE FABRIC, TYPE V SY 1750 1.40 1461 $2,045.40 95 SELECT GRANULAR BORROW (CV) CY 350 18.00 559 $10,062.00 6160917OREQ7.As Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 96 AGGREGATE BASE, CLASS 5 TN 950 15.00 33.06 533.06 $7,995.90 97 AGGREGATE BASE, CLASS 5 - SIDEWALKS AND DRIVEWAYS TN 75 22.00 54 115 $2,530.00 98 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 30 82.00 10 $820.00 99 BITUMINOUS PATCHING - STREET, TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 575 61.00 100 $6,100.00 100 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 1475 48.00 800 800 $38,400.00 101 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 875 1.75 500 500 $875.00 102 CONCRETE CURB AND GUTTER LF 750 14.00 1494 $20,916.00 103 CURB REINFORCEMENT BARS, NO. 4 LF 300 0.50 20 180 $90.00 104 6" CONCRETE PEDESTRIAN RAMP SY 10 41.00 10 10 $410.00 105 4" CONCRETE SIDEWALK SY 130 27.00 120 120 $3,240.00 106 TRUNCATED DOME PANEL SF 12 40.00 12 12 $480.00 107 TOPSOIL BORROW (LV) CY 150 18.00 32 32 $576.00 108 SODDING, LAWN TYPE SY 1000 5.00 $0.00 109 STREET SWEEPER (PICKUP BROOM W /OPERATOR) HR 10 80,00 2 $160.00 TOTAL PART 3 - TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS: $141,756.49 PART 4 - BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS: 110 CLEAR AND GRUB AND REMOVE LANDSCAPE - BRIAN DRIVE AREA 15 1 2000.00 1 $2,000.00 111 REMOVE TREE - QUEBEC STREET AREA EA 4 95.00 3 3 $285.00 : 112 SALVAGE AND REINSTALL IRRIGATION LINES LF 200 3.00 $0.00 113 SALVAGE AND REINSTALL IRRIGATION HEADS EA 10 80.00 $0.00 114 SALVAGE AND REINSTALL FENCE LF 775 10.00 $0.00 115 DITCH EXCAVATION LF 110 33.00 $0.00 116 CONSTRUCT 4' DIA STORM SEWER MH OVER EXISTING STORM SEWER PIPE, INCL. R- 1642 -B CSTG AND CONC ADJ RINGS EA 1 2400.00 1 $2,400.00 117 6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND GEOTEXTILE WRAP - QUEBEC STREET AREA LF 800 24.00 780 518,720.00 118 6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND GEOTEXTILE WRAP - BRIAN DRIVE AREA LF 515 28.00 72 572 516,016.00 119 6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND GEOTEXTILE WRAP - 73RD STREET AREA LF 175 28.00 175 $4,900.00 120 6" PVC 90 DEGREE BEND EA 7 20.00 8 5160.00 121 6" X 6" PVC TEE EA 10 30.00 50.00 122 6" PVC CLEANOUT EA 2 240.00 8 51,920.00 123 6" YARD DRAIN EA 12 140.00 50.00 124 6" RODENT CAP EA 2 22.00 2 544.00 125 5" BLACK POLYETHYLENE LAWN EDGING LF 300 5.00 317 51,585.00 126 1 1/2" WASHED RIVER ROCK CY 100 60.00 88.5 188.5 511,310.00 127 CLASS III RANDOM RIPRAP CY 16 80.00 4 19 51,520.00 128 TOPSOIL BORROW (LV) CY 45 30.00 108 208 56,240.00 129 SODDING, LAWN TYPE SY 2500 4.00 1921 57,684.00 130 FINAL GRADING AND SHAPING BACKYARDS - 73RD STREET AREA SY 450 1.00 157 5157.00 131 FINAL GRADING AND SHAPING BACKYARDS - QUEBEC STREET AREA SY 1150 1.00 1158 51,158.00 132 FINAL GRADING AND SHAPING BACKYARDS - BRIAN DRIVE AREA SY 900 1.00 500 5500.00 TOTAL PART 4 - BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS: $76,599.00 ALTERNATE NO. 1 - FUNDING AGENCY REQUIREMENTS: 133 ADDITIONAL COMPENSATION NEEDED IF FUNDING AGENCY REQUIREMENTS ARE ADDED TO THE JOB LS 1 14000.00 1 $14,000.00 TOTAL ALTERNATE NO. 1 - FUNDING AGENCY REQUIREMENTS: $14,000.00 61609170REQ7.bs Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date CHANGE ORDER NO. 1 1 CLAIM 1 (WO #3629) L5 1 829.14 1 5829.14 2 CLAIM 2 (WO #5346) LS 1 106.00 1 $106.00 3 CLAIM 3 (WO #4215) LS 1 770.65 1 $770.65 4 REMOVE CONCRETE CURB AND GUTTER (TYPE III AND IV STREETS) LF 2000 4.00 -1460 540 $2,160.00 5 CONCRETE CURB AND GUTTER (TYPE III AND IV STREETS) LF 2000 14.00 540 540 57,560.00 6 REMOVE CONCRETE CURB AND GUTTER (TYPE V STREETS) LE 1000 4.00 -313 687 52,748.00 7 CONCRETE CURB AND GUTTER (TYPE V STREETS) LF 1000 14,00 687 687 59,618.00 8 CEASING ARRA REQUIREMENTS LS 1 - 3000.00 1 (53,000.00) 9 HYDROSEEDING IN LIEU OF WOOD FIBER BLANKET SY 950 -0.38 50.00 10 HYDROSEEDING IN LIEU OF SOD SY 2300 -0.55 $0.00 11 CLAIM 11 (WO #3409) LS 1 227.37 1 5227.37 TOTAL CHANGE ORDER NO. 1 521,019.16 TOTAL PART 1 - PROJECT MANAGEMENT: 526,000.00 TOTAL PART 2 - TYPE III & IV IMPROVEMENTS: 5851,040.56 TOTAL PART 3 - TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND 1 FOX RUN AREAS: $141,756.49 TOTAL PART 4 - BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS: 576,599.00 TOTAL ALTERNATE NO. 1 - FUNDING AGENCY REQUIREMENTS: 514,000.00 TOTAL CHANGE ORDER NO. 1 521,019.16 TOTAL WORK COMPLETED TO DATE 51,130,415.21 61609170RE07.As PROJECT PAYMENT STATUS OWNER CITY OF CENTERVILLE CITY PROJECT NO. 2009.02 BONESTROO FILE NO. 000616-09170-0 CONTRACTOR FOREST LAKE CONTRACTING CHANGE ORDERS No. Date Description Amount 1 8/20/2009 This Change Order provides for adjustments to this project. See $51,307.16 Change Order. 2 10/29/2009 This Change Order provides adjustments to the completion dates for this project. See Change Order. Total Change Orders $51,307.16 PAYMENT SUMMARY No. From To Payment Retainaqe Completed 1 05/04/2009 05/19/09 17,622.50 927.50 18,550.00 2 05/20/2009 06/17/09 102,976.20 6,347.30 126,946.00 3 06/18/2009 07/15/09 194,885.21 16,604.42 332,088.33 4 07/16/2009 08/20/09 268,672.87 30,745.09 614,901.87 5 08/21/2009 09/21/09 49,017.61 33,324.97 666,499.36 6 09/22/2009 10/30/09 204,647.29 44,095.88 881,917.56 7 10/31/2009 _ 11/19/09 218,072.77 56,520.76 1,130,415.21 Material on Hand Total Payment to Date $1,055,894.45 Original Contract $1,351,737.25 Retainaqe Pay No. 7 56,520.76 Change Orders $51,307.16 Total Amount Earned $1,112,415.21 Revised Contract $1,403,044.41 61609170RE07.ds Owner: City of Centerville, 1880 Main St., Centerville, MN 55038 Date: November 19, 2009 For Period: 10/23/2009 to 11/19/2009 Request No: 7 Bonestroo Contractor: Forest Lake Contracting, 14777 Lake Dr., Forest Lake, MN 55025 CONTRACTOR'S REQUEST FOR PAYMENT PELTIER LAKE DRIVE STREET AND UTILITY IMPROVEMENTS BONESTROO FILE N0. 000616 - 09169 -0 CITY PROJECT NO. 2009.01 SUMMARY 1 Original Contract Amount $ 1,534,085.11 2 Change Order - Addition $ 265,418.85 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount $ 1,799,503.96 5 Value Completed to Date $ 1,347,141.77 6 Material on Hand $ 0.00 7 Amount Earned $ 1,347,141.77 8 Less Retainage 5% + $8,000.00 $ 75,357.09 9 Subtotal $ 1,271,784.68 10 Less Amount Paid Previously $ 1,146,521.53 11 Liquidated damages - $ 24,000.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 7 $ 101,263.15 Recommended for Approval by: BONESTROO Approved by Contractor: Approved by Owner: FOREST LAKE CONTRACTING CITY OF CENTERVILLE Specified Contract Completion Date: Date: 61609169REQ7.As Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date PART 1 - PROJECT MANAGEMENT: 1 MOBILIZATION L5 1 75000.00 0.1 0.9 $67,500.00 2 TRAFFIC CONTROL LS 1 4000.00 0.1 0.9 53,600.00 TOTAL PART 1 - PROJECT MANAGEMENT: $71,100.00 PART 2A- TYPE I, II, AND 111 IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: 3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 150 5.00 105 5525.00 4 FLOTATION SILT CURTAIN LF 225 8.00 190 $1,520.00 5 SILT FENCE, MACHINE SLICED LF 3050 1.00 912 5912.00 6 TEMPORARY MAILBOXES LS 1 750.00 1 5750.00 7 DEWATERING LS 1 0.01 1 50.01 8 REMOVE BITUMINOUS PAVEMENT SY 14500 1.00 12913 512,913.00 9 REMOVE CONCRETE CURB AND GUTTER LF 100 6.00 113 225 $1,350.00 10 REMOVE BITUMINOUS DRIVEWAY SY 1425 3.00 263 1000 53,000.00 11 REMOVE CONCRETE DRIVEWAY PAVEMENT 5Y 800 4.00 417 1500 $6,000.00 12 REMOVE FENCE LF 250 2.00 189 5378.00 13 REMOVE WOOD WEIR EA 1 300.00 50.00 14 REMOVE SANITARY SEWER PIPE LF 500 3.00 529 51,587.00 15 REMOVE SANITARY SEWER SERVICE PIPE LF 400 3.00 118 $354.00 16 REMOVE STORM SEWER PIPE LF 700 7.00 652 54,564.00 17 REMOVE FLARED END SECTION EA 2 200.00 2 5400.00 18 REMOVE WATER MAIN LF 50 5.00 27 5135.00 19 REMOVE TREE EA 30 100.00 30 53,000.00 20 REMOVE STORM SEWER CATCH BASIN MANHOLE EA 8 300.00 8 52,400.00 21 REMOVE STORM SEWER CATCH BASIN EA 2 300.00 2 5600.00 22 SALVAGE AND REINSTALL MAILBOX EA 65 50.00 32 65 $3,250.00 23 SALVAGE GATE VALVE AND BOX EA 1 300.00 50.00 24 SALVAGE HYDRANT, GATE VALVE, 8" X 6" TEE, AND PLUG EA 1 600.00 1 5600.00 25 SALVAGE HYDRANT, VALVE, AND 8" X 6" REDUCER EA 1 600.00 1 5600.00 26 REINSTALL SALVAGED HYDRANT AND VALVE EA 2 800.00 2 51,600.00 27 SALVAGE AND REINSTALL SIGN EA 25 85.00 2 2 5170.00 28 SALVAGE AND REINSTALL IRRIGATION LINES LF 1500 3.00 $0.00 29 SALVAGE AND REINSTALL IRRIGATION HEADS EA 30 60.00 50.00 30 ADJUST EXISTING CURB BOX EA 8 50.00 50.00 31 ADJUST EXISTING VALVE BOX EA 2 600.00 4 4 $2,400.00 32 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 38 400.00 18 18 57,200.00 33 ADJUST EXISTING STORM SEWER MANHOLE FRAME AND RING CASTING EA 1 600.00 1 1 5600.00 34 R- 1914 -A CASTING PLACED IN PATHWAY OR SIDEWALK EA 8 300.00 1 1 5300.00 35 RECONSTRUCT EXISTING VALVE BOX EA 1 300.00 50.00 36 RECONSTRUCT SANITARY SEWER MANHOLE LF 14 300.00 10 $3,000.00 37 RECONSTRUCT SANITARY SEWER OUTSIDE DROP LF 10 800.00 0.5 5400.00 38 GROUT EXISTING STRUCTURE, INCL. DOGHOUSES, INVERTS, BENCHES EA 10 90.00 50.00 39 SAWING BITUMINOUS PAVEMENT LF 1675 4.00 829 850 53,400.00 40 SAWING CONCRETE PAVEMENT LF 700 4.00 523 600 52,400.00 41 CONNECT TO EXISTING 8" WATER MAIN EA 4 800.00 4 $3,200.00 42 8" PVC C900 WATER MAIN, DR 18 IF 2800 30.00 87 2826 $84,780.00 43 6" PVC C900 WATER MAIN, DR 18 LF 200 25.00 22 137 53,425.00 44 8" GATE VALVE AND BOX EA 5 1500.00 3 54,500.00 45 HYDRANT WITH VALVE EA 7 4000.00 6 524,000.00 46 DUCTILE IRON FITTINGS LB 5750 2.20 4100 59,020.00 47 HYDRANT EXTENSION LF 3 500.00 2 51,000.00 48 CONNECT WATER SERVICE TO EXISTING PLUMBING INSIDE HOME EA 24 500.00 26 $13,000.00 49 1" CORPORATION STOP WITH 8" SADDLE EA 48 300.00 48 $14,400.00 50 1" CURB STOP AND BOX EA 48 300.00 48 $14,400.00 51 1" WATER SERVICE - MAIN TO CURB STOP LF 1700 14.00 1330 $18,620.00 61609169REQ7jds Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 52 1" WATER SERVICE DIRECTIONAL DRILLED - CURB STOP TO HOME LF 1250 14.00 1700 523,800.00 53 INSULATION, 4" THICK SY 150 20.00 3.6 572.00 54 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - WATER MAIN LF 1500 4.00 1054 54,216.00 55 CLOSED CIRCUIT TV INSPECTION LF 3800 1.50 $0.00 56 CONNECT TO EXISTING SANITARY SEWER VCP EA 12 400.00 9 $3,600.00 57 CONNECT TO EXISTING SANITARY SEWER MANHOLE EA 6 800.00 6 84,800.00 58 8" PVC SANITARY SEWER, SDR 26, 0' - 13' DEEP LF 450 38.00 303 511,514.00 59 8" PVC SANITARY SEWER, SDR 26, 13' AND DEEPER LF 350 55.00 258 514,190.00 60 RECONNECT 4" SANITARY SEWER SERVICE EA 20 150.00 3 18 52,700.00 61 4" PVC, SCH. 40 SERVICE PIPE LF 400 35.00 100 53,500.00 62 4" PVC, SCH. 80 RISER PIPE LF 250 25.00 50.00 63 8" X 4" PVC WYE, SDR 26 EA 20 150.00 8 81,200.00 64 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - SANITARY SEWER LF 1500 4.00 748 82,992.00 TOTAL PART 2A- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: $329,237.01 PART 2B- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: 65 CLEAN EXISTING STORM PIPE LF 400 5.00 50.00 66 CONNECT TO EXISTING RCP STORM SEWER EA 2 600.00 2 $1,200.00 67 12" RCP FLARED END SECTION, INCL. TRASH GUARD EA 1 700.00 1 $700.00 68 18" RCP FLARED END SECTION, INCL. TRASH GUARD EA 4 700.00 4 52,800.00 69 12" RCP STORM SEWER, CLASS 5 LF 466 25.00 457 511,425.00 70 15" RCP STORM SEWER, CLASS 5 LF 279 28.00 268 57,504.00 71 18" RCP STORM SEWER, CLASS 5 LF 762 30.00 725 521,750.00 72 21" RCP STORM SEWER, CLASS 4 LF 32 32.00 32 81,024.00 73 CLASS 111 RANDOM RIPRAP CY 114 70.00 85 35,950.00 74 2' X 3' CB, INCL. R- 3067-V CSTG AND CONC ADJ RINGS EA 8 1500.00 8 $12,000.00 75 4' DIA STORM SEWER CBMH, INCL. R- 3067 -V CSTG AND CONC ADJ RINGS EA 14 1700.00 14 $23,800.00 76 4' DIA STORM SEWER MH, INCL. R- 1642 -B CSTG AND CONC ADJ RINGS EA 1 1700.00 1 $1,700.00 77 5' DIA STORM MH, INCL R- 1642 -B CSTG AND CONC ADJ RINGS EA 1 1700.00 1 31,700.00 78 2' X 3' CB WITH 2' SUMP, INCL. R- 3067 -V CSTG AND CONC ADJ RINGS EA 1 1800.00 1 $1,800.00 79 4' DIA CBMH WITH 2' SUMP, INCL. R- 3067 -V CSTG AND CONC ADJ RINGS EA 1 2300.00 1 $2,300.00 80 WOOD WEIR EA 2 1600.00 2 2 83,200.00 81 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK WRAP LF 10050 2.00 417 7458 514,916.00 82 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - STORM SEWER LF 400 5.00 154 5770.00 83 COMMON EXCAVATION (EV) CY 12500 8.00 10374 882,992.00 84 SUBGRADE EXCAVATION (EV) CY 5750 1.00 139 174 $174.00 85 SUBGRADE PREPARATION - STREET SY 16500 0.01 15018 5150.18 86 GEOTEXTILE FABRIC, TYPE V SY 16500 1.30 15018 519,523.40 87 SELECT GRANULAR BORROW (CV) CY 9750 14.00 8000 5112,000.00 88 AGGREGATE BASE, CLASS 5 TN 8100 8.00 100 6705 553,640.00 89 AGGREGATE BASE, CLASS 5 - SIDEWALKS AND DRIVEWAYS TN 1000 13.00 325 454 $5,902.00 90 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 375 92.00 100 100 59,200.00 91 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 1625 55.15 1468.17 880,969.58 92 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010 TN 1125 61.70 80.00 93 BITUMINOUS MATERIAL FOR TACK COAT - 2010 GAL 825 2.35 50.00 94 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS WEAR COURSE -2010 LF 3750 1.65 80.00 95 8618 CONCRETE CURB AND GUTTER LF 7800 8.84 7000 861,880.00 96 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 220 9.83 200 $1,966.00 97 SURMOUNTABLE CONCRETE CURB AND GUTTER - HAND WORK LF 100 15.30 $0.00 61609169REQ7.ds Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 98 CURB REINFORCEMENT BARS, NO. 4 LF 100 0.93 50 $46.50 99 INSTALL STEEL PLATE COVERS - BOX CULVERTS ON PELTIER LAKE DRIVE EA 2 2000.00 2 $4,000.00 100 CONCRETE FLUME SF 100 5.40 50 $270.00 101 6" CONCRETE DRIVEWAY PAVEMENT SY 800 44.00 $0.00 102 6" CONCRETE PEDESTRIAN RAMP SY 50 43.00 $0.00 103 4" CONCRETE SIDEWALK SY 1050 25.00 900 900 $22,500.00 104 TRUNCATED DOME PANEL SF 60 32.00 $0.00 105 MILL BITUMINOUS CONSTRUCTION JOINT LF 200 4.50 $0.00 106 TOPSOIL BORROW (LV) CY 2150 2.00 800 800 $1,600.00 107 SODDING, LAWN TYPE SY 13450 2.65 $0.00 108 TURF REINFORCEMENT MAT SY 50 9.50 $0.00 109 SEGMENTAL RETAINING WALL SF 1750 16.00 300 $4,800.00 110 CONSTRUCT RAIN GARDEN SF 12100 3.15 7500 $23,625.00 111 SEEDING, INCL. MNDOT SEED MIX 270 AND EROSION CONTROL BLANKET, CATERGORY 3, BIODEGRADABLE NETTING SY 1350 1.25 500 500 $625.00 112 GRADING AND SHAPING BEHIND THE CURBLINE - TYPE I AND II IMPROVEMENT AREAS ONLY LS 1 1.00 1 1 $1.00 113 CATCH BASIN PROTECTION EA 23 50.00 23 $1,150.00 114 STREET SWEEPER (PICKUP BROOM W /OPERATOR) FIR 25 80.00 11 30 $2,400.00 TOTAL PART 2B- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: $603,953.66 PART 3 - CLEARWATER DRIVE - DIRECTIONAL DRILL WATER MAIN AND SERVICES: 115 SALVAGE AND REINSTALL MAILBOX EA 2 75.00 $0.00 116 REMOVE BITUMINOUS PAVEMENT SY 600 3.00 300 $900.00 117 REMOVE CONCRETE CURB AND GUTTER LF 100 6.00 20 $120.00 118 SALVAGE AND REINSTALL IRRIGATION LINES LF 100 3.00 $0.00 119 SALVAGE AND REINSTALL IRRIGATION HEADS EA 5 90.00 $0.00 120 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 1 600.00 $0.00 121 GROUT EXISTING STRUCTURE, INCL. DOGHOUSES, INVERTS, BENCHES EA 1 90.00 $0.00 122 SAWING BITUMINOUS PAVEMENT LF 300 3.00 $0.00 123 6" WATER MAIN DIRECTIONAL DRILLED LF 375 30.00 375 $11,250.00 124 6" GATE VALVE AND BOX EA 1 1100.00 1 $1,100.00 125 HYDRANT WITH VALVE EA 1 4100.00 1 $4,100.00 126 DUCTILE IRON FITTINGS LB 350 3.00 300 $900.00 127 CONNECT WATER SERVICE TO EXISTING PLUMBING INSIDE HOME EA 3 500.00 3 $1,500.00 128 1" CORPORATION STOP WITH 8" SADDLE EA 5 300.00 5 $1,500.00 129 1" CURB STOP AND BOX EA 5 300.00 5 $1,500.00 130 1" WATER SERVICE DIRECTIONAL DRILLED - MAIN TO CURB STOP LF 350 22.00 300 $6,600.00 131 1" WATER SERVICE DIRECTIONAL DRILLED - CURB STOP TO HOME LF 250 28.00 300 $8,400.00 132 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - WATER MAIN LF 50 5.00 $0.00 133 AGGREGATE BASE, CLASS 5 TN 250 12.00 30 $360.00 134 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 25 110.00 $0.00 135 BITUMINOUS PATCHING - STREET, TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 100 76.00 $0.00 136 BITUMINOUS PATCHING - STREET, TYPE LV 3 WEARING COURSE MIXTURE (B) TN 60 77.00 $0.00 137 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 45 6.40 $0.00 138 SURMOUNTABLE CONCRETE CURB AND GUTTER - HAND WORK LF 100 16.00 20 $320.00 139 TOPSOIL BORROW (LV) CY 50 4.00 $0.00 140 SODDING, LAWN TYPE SY 200 2.65 $0.00 141 STREET SWEEPER (PICKUP BROOM W /OPERATOR) HR 3 80.00 $0.00 TOTAL PART 3 - CLEARWATER DRIVE - DIRECTIONAL DRILL WATER MAIN AND SERVICES: $38,550.00 61609169REQ7.N8 Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date PART 4 - OFF PROJECT - DIRECTIONAL DRILL WATER SERVICES: 142 CONNECT WATER SERVICE TO EXISTING PLUMBING INSIDE ' HOME EA 31 400.00 28 29 $11,600.00 143 1" WATER SERVICE DIRECTIONAL DRILLED - CURB STOP TO HOME LF 1550 21.00 1500 1691 $35,511.00 144 TOPSOIL BORROW (LV) CY 150 10.00 32 32 $320.00 145 SODDING, LAWN TYPE SY 1000 2.65 $0.00 TOTAL PART 4 - OFF PROJECT - DIRECTIONAL DRILL WATER SERVICES: $47,431.00 CHANGE ORDER NO. 1 1 FUNDING AGENCY CONTRACTING REQUIREMENTS LS 1 8000.00 1 $8,000.00 TOTAL CHANGE ORDER NO. 1 $8,000.00 CHANGE ORDER NO. 2 1 REMOVE BITUMINOUS PAVEMENT SY 60 3.00 60 60 $180.00 2 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 30 4.00 50.00 3 ADJUST EXISTING VALVE BOX EA 1 600.00 50.00 4 SAWING BITUMINOUS PAVEMENT LF 100 4.00 30 30 $120.00 5 SAWING CONCRETE PAVEMENT LF 10 4.00 $0.00 6 CONNECT TO EXISTING 8" WATER MAIN EA 2 800.00 2 $1,600.00 7 8" PVC C900 WATER MAIN, DR 18 LF 530 52.00 500 $26,000.00 8 6" PVC C900 WATER MAIN, DR 18 LF 18 25.00 $0.00 9 8" GATE VALVE AND BOX EA 2 1500.00 2 $3,000.00 10 DUCTILE IRON FITTINGS LB 240 3.00 396 51,188.00 11 1" CORPORATION STOP WITH 8" SADDLE EA 8 300.00 6 6 $1,800.00 12 1" CURB STOP AND BOX EA 8 300.00 6 6 $1,800.00 13 1" WATER SERVICE - MAIN TO CURB STOP LF 40 14.00 $0.00 14 1" WATER SERVICE DIRECTIONAL DRILLED - MAIN TO CURB STOP LF 270 22.00 250 250 $5,500.00 15 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - WATER MAIN LF 250 5.00 50.00 16 SELECT GRANULAR BORROW (CV) CY 40 14.00 40 40 $560.00 17 AGGREGATE BASE, CLASS 5 TN 35 12.00 35 35 $420.00 18 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 4.85 110.00 $0.00 19 TYPE LV 3 NON- WEARING COURSE MIXTURE (B) TN 10 76.00 $0.00 20 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010 TN 10 77.00 $0.00 21 BITUMINOUS MATERIAL FOR TACK COAT - 2010 GAL 5 6.40 $0.00 22 6" CONCRETE DRIVEWAY PAVEMENT SY 30 44.00 $0.00 23 TOPSOIL BORROW (LV) CY 25 4.00 25 25 $100.00 24 SODDING, LAWN TYPE SY 225 2.65 $0.00 25 1" CORPORATION STOP WITH 8" SADDLE EA 12 300.00 6 6 $1,800.00 26 1" CURB STOP AND BOX EA 12 300.00 6 6 $1,800.00 27 1" WATER SERVICE - MAIN TO CURB STOP LF 100 14.00 $0.00 28 1" WATER SERVICE DIRECTIONAL DRILLED - MAIN TO CURB STOP LF 282 22.00 300 300 16,600.00 29 TOPSOIL BORROW (LV) CY 25 10.00 25 25 $250.00 30 SODDING, LAWN TYPE SY 200 2.65 $0.00 TOTAL CHANGE ORDER NO. 2 152,718.00 CHANGE ORDER NO. 3 1 MUCK EXCAVATION (EV) CY 3100 15.20 3433 552,181.60 2 LIGHTWEIGHT BACKFILL (WOOD CHIPS) (LV) CY 3750 28.00 2813 $78,764.00 3 SELECT GRANULAR BORROW (LV) (1 -WAY HAUL) CY 1500 16.60 1644 $27,290.40 4 COMMON EXCAVATION (EV) CY 850 -8.00 $0.00 5 SELECT GRANULAR BORROW (CV) CY 1150 -14.00 10.00 6 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SCOK WRAP LF 1000 -2.00 50.00 7 CREW HOURS HR 17 755.00 17 $12,835.00 61609169RE07.bs Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 8 ACCESS ROAD GRAVEL TN 135 8.00 135 51,080.00 9 CREW HOURS HR 2.1 755.00 2.1 51,585.50 10 DRYING /SEPARATING /HAULING OFFSITE LS 1 5600.00 1 55,600.00 TOTAL CHANGE ORDER NO. 3 5179,336.50 CHANGE ORDER NO. 4 1 CLAIM 1 (WO #5349) LS 1 3992.00 1 53,992.00 2 CLAIM 2 (WO #4801) LS 1 381.57 1 5381.57 3 CLAIM 3 (WO #4222) LS 1 2404.26 1 52,404.26 4 CLAIM 4 (WO #4560) LS 1 2699.00 1 52,699.00 6 CLAIM 6 - DEDUCTION FOR ENDING ARRA REQUIREMENTS LS 1 - 1500.00 1 (51,500.00) 7 CLAIM 7 - UNIT PRICE REDUCTION SY 1350 -0.38 $0.00 8 CLAIM 8 (WO #5350) LS 1 3660.72 1 53,660.72 9 CLAIM 9 (WO #3410 AND 3412) LS 1 5178.05 1 55,178.05 TOTAL CHANGE ORDER NO. 4 516,815.60 TOTAL PART 1 - PROJECT MANAGEMENT: 571,100.00 TOTAL PART 2A- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: 5329,237.01 TOTAL PART 2B- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: $603,953.66 TOTAL PART 3 - CLEARWATER DRIVE - DIRECTIONAL DRILL WATER MAIN AND SERVICES: 538,550.00 TOTAL PART 4 - OFF PROJECT - DIRECTIONAL DRILL WATER SERVICES: 547,431.00 TOTAL CHANGE ORDER NO. 1 58,000.00 TOTAL CHANGE ORDER NO. 2 $52,718.00 TOTAL CHANGE ORDER NO. 3 5179,336.50 TOTAL CHANGE ORDER NO. 4 516,815.60 TOTAL WORK COMPLETED TO DATE $1,347,141.77 61609169RE07.4E PROJECT PAYMENT STATUS OWNER CITY OF CENTERVILLE CITY PROJECT NO. 2009.01 BONESTROO FILE NO. 000616 - 09169 -0 CONTRACTOR FOREST LAKE CONTRACTING CHANGE ORDERS No. Date Description Amount 1 4/20/2009 This Change Order provides for additional work on this project. See $8,000AO Change Order. 2 5/21/2009 This Change Order provides for additional work for this project. See $67,895.75 Change Order. 3 5/29/2009 This Change Order provides for additional work on this project. See $173,220.50 Change Order. 4 8/20/2009 This Change Order provides for adjustments to this project. See $16,302.60 Change Order. Total Change Orders $265,418.85 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 05/04/2009 05/19/09 38,952.10 2,050.11 41,002.21 2 05/20/2009 06/17/09 257,763.97 15,616.64 312,332.71 3 06/18/2009 07/15/09 187,869.30 25,504.49 510,089.86 4 07/16/2009 08/20/09 300,355.56 41,312.68 826,253.61 5 08/21/2009 09/21/09 105,522.67 46,866.51 937,330.11 6 09/22/2009 10/22/09 256,057.93 60,343.24 1,206,864.77 7 10/23/2009 11/19/09 101,263.15 75,357.09 1,347,141.77 Material on Hand Total Payment to Date $1,247,784.68 Original Contract $1,534,085.11 Retainage Pay No. 7 75,357.09 Change Orders $265,418.85 Total Amount Earned $1,323,141.77 Revised Contract $1,799,503.96 81889169REO7.ds STATE OF MINNESOTA COUNTY OF ANOKA CITY OF CENTERVILLE RESOLUTION #09 - 0 A RESOLUTION ADOPTING DELINQUENT SEWER, WATER & GARBAGE SERVICES FOR RESIDENTS ASSOCIATED WITH THE 3 AND 4TH QUARTER 2008, 1 AND 2 QUARTERS OF 2009 BILLING CYCLES AND ASSESSING SAME TO PARCEL IDENTIFICATION NUMBERS THROUGH COUNTY PROPERTY TAX STATEMENTS PAYABLE IN 2010 WHEREAS, pursuant to proper notice duly given as required by law, the council has met and heard and passed upon all objections to the certification of delinquent municipal utilities and garbage service or a combination of both; and, Total to be Certified to 2010 Property Garbage Water /Sewer /Drain Taxes House Street Name PIN $57.43 $159.67 $217.10 7105 20TH AVENUE 23 31 22 11 0007 $289.27 $50.00 $339.27 1956 72 1/2 STREET 14 31 22 44 0046 $65.51 $50.00 $115.51 1949 72ND STREET 14 31 22 44 0012 $247.19 $503.27 $750.46 1980 72ND STREET 14 31 22 44 0027 $269.51 $296.06 $565.57 7049 BRIAN DRIVE 23 31 22 14 0012 $180.75 $180.75 7138 BRIAN DRIVE 23 31 22 11 0063 $204.32 $415.72 $620.04 7173 BRIAN DRIVE 23 31 22 11 0086 $448.77 $509.11 $957.88 7174 BRIAN DRIVE 23 31 22 11 0092 $661.79 $661.79 7244 BRIAN DRIVE 14 31 22 44 0088 $269.51 $545.96 $815.47 7120 BRIAN WAY 23 31 22 11 0074 $216.03 $569.50 $785.53 7135 BRIAN WAY 23 31 22 11 0069 $269.51 $830.31 $1,099.82 7162 BRIAN WAY 23 31 22 11 0095 $447.55 $447.55 7164 BRIAN WAY 23 31 22 11 0094 $57.43 $156.85 $214.28 1705 CENTER STREET 23 31 22 31 0004 $226.76 5365.76 $592.52 1708 CENTER STREET 23 31 22 31 0017 $359.86 $359.86 1761 CENTER STREET 23 31 22 31 0011 $569.21 5569.21 1793 CENTER STREET 23 31 22 31 0015 $33.75 $50.00 $83.75 1840 CENTER STREET 23 31 22 42 0021 5359.86 $359.86 1902 CENTER STREET 23 31 22 41 0008 CENTERVILLE $119.50 $119.50 6882 ROAD 23 31 22 34 0003 CENTERVILLE $57.43 $91.21 $148.64 6892 ROAD 23 31 22 34 0002 CENTERVILLE $141.13 $141.13 7008 ROAD 23 31 22 24 0135 CENTERVILLE $147.51 $147.51 7056 ROAD 23 31 22 24 0036 CENTERVILLE $269.51 $50.00 $319.51 7087 ROAD 23 31 22 23 0019 $180.49 $683.35 $863.84 7180 CLEAR RIDGE 23 31 22 21 0045 $80.79 $662.67 $743.46 7236 CLEAR RIDGE 14 31 22 34 0054 $69.51 $50.00 $119.51 7239 CLEAR RIDGE 14 31 22 34 0048 $359.86 $359.86 6911 DUPRE ROAD 23 31 22 42 0023 $313.06 $1,432.67 $1,745.73 1823 FOX RUN 14 31 22 43 0053 $198.21 $377.00 $575.21 1862 FOX RUN 23 31 22 12 0038 $1,194.47 51,194.47 2052 GATEWAY CIRCLE 24 31 22 33 0011 $157.77 $517.58 5675.35 1828 HAYFIELD ROAD 23 31 22 12 0054 $69.51 $50.00 $119.51 1810 HOULE CIRCLE 23 31 22 12 0067 $276.80 $50.00 $326.80 1814 _ HOULE CIRCLE 23 31 22 12 0068 $634.18 $634.18 1841 HOULE CIRCLE 23 31 22 12 0061 $359.86 5359.86 1740 MAIN STREET 23 31 22 24 0021 $69.51 5669.28 5738.79 1764 MAIN STREET 23 31 22 24 0002 $220.65 $354.19 5574.84 1858 MAIN STREET 23 31 22 13 0013 $183.23 $183.23 1970 MAIN STREET 23 31 22 14 0026 $285.03 $477.10 $762.13 1988 MAIN STREET 23 31 22 14 0025 $965.48 $965.48 2050 MAIN STREET 24 31 22 23 0009 $141.21 $141.21 7241 MAIN STREET 15 31 22 44 0006 $492.38 $492.38 7281 MAIN STREET 15 31 22 43 0004 $269.51 5899.39 $1,168.90 6959 MEADOW CIRCLE 23 31 22 31 0060 $135.73 $135.73 7154 MILL ROAD 23 31 22 12 0087 $274.51 $359.86 5634.37 7192 MILL ROAD 23 31 22 12 0008 $225.65 $610.40 $836.05 7200 MILL ROAD 14 31 22 43 0014 $269.51 $359.86 $629.37 6908 OAK CIRCLE 23 31 22 42 0015 $691.60 $691.60 7313 OLD MILL ROAD 14 31 22 42 0015 $222.85 $620.54 $843.39 7336 OLD MILL ROAD 14 31 22 42 0029 PARTRIDGE $275.89 $716.79 $992.68 1739 PLACE 23 31 22 34 0049 PARTRIDGE $275.62 $359.86 $635.48 1744 PLACE 23 31 22 31 0002 PARTRIDGE $269.51 $643.31 $912.82 1764 PLACE 23 31 22 34 0051 $285.03 $849.89 $1,134.92 7359 PELTIER CIRCLE 14 31 22 31 0038 $204.63 31,066.37 51,271.00 7373 PELTIER CIRCLE 14 31 22 31 0041 PELTIER LAKE $145.59 $296.06 $441.65 1759 DRIVE 14 31 22 31 0007 PELTIER LAKE $138.87 $138.87 1767 DRIVE 14 31 22 31 0006 $295.86 $615.15 $911.01 7231 PETERSON TRAIL. 14 31 22 43 0050 $269.51 $359.86 $629.37 7128 PROGRESS ROAD 23 31 22 21 0028 $599.30 $705.02 $1,304.32 1870 QUEBEC STREET 14 31 22 43 0086 ROBIN LANE $269.51 $359.86 $629.37 1960 NORTH 23 31 22 11 0017 ROBIN LANE $85.81 $252.86 $338.67 7163 WEST 23 31 22 11 0011 ROBIN LANE 5300.24 $359.86 $660.10 7169 WEST 23 31 22 11 0012 $125.51 $359.59 $485.10 7135 SHAD AVENUE 23 31 22 12 0094 $183.71 $163.71 7146 SHAD AVENUE 23 31 22 12 0028 $359.86 $359.86 7159 SHAD AVENUE 23 31 22 12 0018 $220.65 $359.86 $580.51 7176 SHAD AVENUE 23 31 22 12 0024 $274.51 $359.86 $634.37 7181 SHAD AVENUE 23 31 22 12 0015 $269.51 $359.86 $629.37 1695 SOREL STREET 23 31 22 23 0015 $187.31 $187.31 7214 UNITY AVENUE 14 31 22 44 0029 $326.87 $326.87 7228 UNITY AVENUE 14 31 22 44 0031 $269.51 $618.23 $887.74 7234 UNITY AVENUE 14 31 22 44 0050 $225.04 $584.57 $809.61 7260 UNITY AVENUE 14 31 22 44 0055 $474.44 $474.44 7261 UNITY AVENUE 14 31 22 44 0058 $250.17 $250.17 2032 WILLOW CIRCLE 24 31 22 22 0084 $479.76 $479.76 2052 WILLOW CIRCLE 24 31 22 22 0099 $216.23 $216.23 2072 WILLOW CIRCLE 24 31 22 22 0172 $637.62 $637.62 2078 WILLOW CIRCLE 24 31 22 22 0178 $475.12 5475.12 2096 WILLOW CIRCLE 24 31 22 22 0188 $256.52 $256.52 2118 WILLOW CIRCLE 24 31 22 22 0195 $10,826.52 534,155.81 $44,982.33 TOTAL NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CENTERVILLE, MINNESOTA: 1. Such proposed assessment, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to be benefited by the proposed improvement in the amount of the assessment levied against it. 2. Such assessment shall be payable over a period of one (1) year, the first of the installments to be payable on or before the first Monday in January 2010, and bear only the late payment fee of 10% interest. 3. The owner of any property so assessed may, at any time prior to certification of the assessment to the County Auditor, pay the whole of the assessment on such property, with late fees accrued to the date of payment, to the City Clerk, no certification fee will be charged if the entire assessment is paid within thirty (30) days from the adoption of this resolution; and he /she may, at any time thereafter, pay to the City Clerk the entire amount of the assessment remaining unpaid, with late fees and certification fees. 4. The Clerk shall forthwith transmit a certified duplicate of this assessment to the County Auditor to be extended on the property tax lists of the County. Such assessments shall be collected and paid over in the same manner as other municipal taxes. PASSED AND ADOPTED by the City Council this 23rd day of November, 2009. Attest City Clerk Mayor Hello Dallas — I received two quotes for emergency power for well #2. This would include adding a manual transfer switch and a power plug receptacle to the main control panel. The quotes also include 50 feet of power cord with a plug on one end for connection to the panel. The other end would have to be manually connected to a portable generator of at least 200KVA by a certified electrician. This emergency configuration would not be automatic and it would take half a day to get a generator and have it wired for operation. This does give the city the potential to run one well if the power goes out. The water interconnect with Lino Lakes opens either direction automatically. Well # 2 can pump about 1,140 gallons per minute and the interconnect can provide about 1,600 gpm. The council may want to purchase this equipment in case the power goes out for more than one day. Aid Electric's quote is $4,778.00 with two 100 amp power cords and Rivard Electric "s quote is $5,964.00 for the transfer switch and $2,454.00 for the power cord and plug. The cost is fairly low to provide another source to run the well. Paul fil icTRJC n► 1622 93 Lane NE Blaine, MN 55449 To City of Centerville - Paul Palter Pages: 2 Far 763571 -4735 Date: September 18, 2009 Phones 763-571-7267 Free: Brice Kowa — Re Uft station transfer switch install briarstakfaectsfccoap.cont Paul, Per site review — we are pleased to provide the below cost for the install of a manual transfer switch including: Option #1 with 1 — 200 -amp cord and plug: • Provide and install one 200 -amp, Non- Fused, N3 manual transfer switch mounted on the exterior of the existing control cabinet • Provide and install 1 — 200 -amp receptacle (with S22 configuration) on the bottom of the transfer switch • Provide 50 feet of 200 -amp 4 conductor cord with Plug (and S22 configuration) • Install new wiring from cabinet to Transfer switch • Permiifee Cost not to exceed $6,020.00 Option #2 with 2 — 100-amp cords and plops: • Provide and install 1 200 -amp, Non - Fused, N3 manual transfer switch mounted on the exterior of the existing control cabinet • Provide and install 2 — 100 -amp receptacles (with 822 configuration) on the bottom of the transfer switch • Provide (quantity 2) 50 feet of 100 -amp 4 conductor cord with Plug (and S22 configuration) • Install new wiring from cabinet to Transfer switch • Permit fee Cost not to exceed $4,778.00 T0'd S£LfTLS£9L d1103 aianOnna alY wVZ£ :OT 60/8Z/60 September 28, 2009 • Alternate add to provide a Automatic transfer switch in place of manual: Add $1,100.00 Please call with questions, Thank you, Brian Kovar v %... President • Page 2 20'd SEL6TLSE9L dx03 3IHS3313 aiv wvzc: OT 60/82/60 RIVARD ELECTRIC COMPANY INC. 7087 PROGRESS ROAD CENTERVILLE MN 55038 Phone 651426 -2444 Fax 651426-6153 SEPTEMBER 14 2009 ATT: PAUL CITY OF CENTERVILLE JOB: ADD TRANSFER SWITCH ON WELL @ CITY HALL 460 VOLT WEATHER PROOF TRANSFER SWITCH 1 200 AMP 480 VOLT RECEPTACLE ON TRANSFER SWITCH ELECTRIC PERMIT TOTAL $ 5964.00 AT 4TERNATE 50 -FT 4/0 * 4/0 * 4/0 S.O. CORD 1 200 AMP 460 VOLT MALE CORD CAP TOTAL, $ 2454.00 THANK YOTT PADI. L'd CS1.9- 9Z4-1S9 Plena uoa BZ990 60 96 dos r A I DELECTRIC „ CORPORATION ,•r 1622 97 Lane NE Blaine, MN 55449 To: City of Centerville - Paul Palzer Pages: 2 Pam 763-571-4735 Date: September 18, 2009 Phone: 763-571 -7267 Front Brian Kovar Wt4 Re: 6ift•statten transfer switch install brianaidelectriccorp.com Paul, Per site review — we are pleased to provide the below cost for the install of a manual transfer switch including: s Option #1 with 1 — 200 -amp cord and plug: • Provide and install one 200 -amp, Non - Fused, N3 manual transfer switch mounted on the exterior of the existing control cabinet • Provide and install 1 — 200 -amp receptacle (with S22 configuration) on the bottom of the transfer switch • Provide 50 feet of 200 -amp 4 conductor cord with Plug (and S22 configuration) • Install new wiring from cabinet to Transfer switch • Permit fee Cost not to exceed $6,020.00 Option #2 with 2 —100 -amp cords and plugs: • Provide and install 1 200 -amp, Non - Fused, N3 manual transfer switch mounted on the exterior of the existing control cabinet • Provide and install 2 — 100 -amp receptacles (with S22 configuration) on the bottom of the transfer switch • Provide (quantity 2) 50 feet of 100 -amp 4 conductor cord with Plug (and S22 configuration) • Install new wiring from cabinet to Transfer switch • Permit fee Cost not to exceed $4,778.00 October 19, 2009 Altemate cost for Well #1: Same components as option #2 with some additional conduit work. Change the service configuration to a single disconnect (200 -amp disconnect to be main disconnect for the building so the transfer switch can backup both the pump and all controls in the building). Install the transfer switch inside the building and plugs installed outside. Not to exceed cost $6,106.00 • Altemate add to provide a Automatic transfer switch in place of manual: Add $1,100.00 Please call with questions, Thank you, Brian Kovar President • Page 2 2335 Highway 36 W 51 Paul, MN 55113 Tel 651 636.4600 Fax 6 - 636.1311 www.bonestroo.com November 17, 2009 ott, Bonestroo Dallas Larson Administrator City of Centerville 1::0 Main Street Centerville, MN 55038 Re: Transportation Enhancement Trail Grant Additional Engineering Services Request City of Centerville Bonestroo File No.: 000616 - 08165-0 Dear Dallas: In February, the City Council approved our proposal for Engineering Design services for the Transportation Enhancement Trail Grant project and In April they approved a subsequent revision to our proposal based on the elimination of the bridge and repositioning of trail "Segment L ". Since that time there have been a few other changes In the project scope which necessitate additional work beyond our approved scope of services. The following outlines our scope of services and the associated fees for these additional activities. Elan Easements /R.O.W. Determination Our previous proposal operated on an assumption that we would need fifteen (15) easements. For five (5) parcels along the previous alignment of "Segment L ", we drafted easement figures, but did not provide descriptions since the alignment was shifted prior to making purchase offers. We have drafted easements and written descriptions for twenty (20) parcels. Several of these parcels were along County Road 21 (Centerville Road), where the existing right - of-way records are very limited and have contradicting Information. Recondling these Issues has proved time consuming and necessitated field work to find existing property irons In the area. The north end of Mill Road was another area where the existing property lines shown on the county's half section map were less than exact. With the tight margins between needing easements and not needing easements, it was important to spend time researching the actual C ai eein, U 11'11 ': City of Centerville p 2 TE Trail Grant 11/17/09 property line locations in this area, This research, along with a shin in the trail alignment resulted In the avoidance of easements in this area. Additional Meetings Our previous proposal stated that our scope included our attendance at three (3) Parks Board meetings. In an effort to ensure thorough communication with the Board, and to allow the evaluation of several different alternatives, our attendance was necessary at a total of four (4) regular board meetings and one (1) joint meeting of the Parks and Recreation Committee and City Council. Fountain Design At the time of our previous authorizations, the make -up of the Trailhead Park was known only in general terms. After numerous meetings with the Parks and Recreation Committee, we now have a refined view of the various park elements. The design of most of these elements can be considered part of our original proposal. However, the fountain feature in the center of the park requires detailed mechanical designs and a specialized specification due to its complexity and the proprietary nature of some its materials. We have attached a proposal for this design from a sub - consultant. Additional time from Bonestroo will be needed to coordinate this work and incorporate it into the federally compliant plans and specifications. F The fees for the work described above are outlined in the table below. The work will be billed on an hourly basis with a not -to -exceed limit as shown below. The limit Includes our billable expenses. Fee Summary Dam Previous Current Total AIM, Authorization t o Date Preliminary Work (9/24/08) $34,200 $0 $34,200 Design Work (2/19/09), $136,300• $0 $136,300 Scope Revisions (4/17/09) $23,600 $0 $23,600 Scope Revisit s (11/ - Additional Easements/ROW $0 $4,600 $4,600 - Additional Meetings :•' $0 . , $14050 $ - Fountain Mechanical Design $0 $1,200 $1,200 -CoordmStkln;of tountaln pes , _ $0.. $$00 ., ,.: $SO0:_ Total $194,100 $7,350 $201,450 City ofCenterville Page 3 iF Trail Grant 7117/09 The following shows the justification for the costs of each item: Additional Easements /ROW Previous proposal had 15 easements = $9,200 This is $613 /easement. Figuring 5 additional full easements and 5 half easements (sketches only) = 7.5 easements x $613 /easement = $4,600 Additional Meetings Preparation, attendance and follow -up = 4 hours per meeting at $126 /hour = $504 per meeting x 2 mtgs, = $1008 plus printing and mileage expenses = $1,200. At most of the meetings, both Mark Statz and Geoff Martin (Landscape Architect) attended. Mark felt this was prudent to ensure strong communication with the parks committee. Our initial proposal did not account for two attendees at each meeting. We are NOT asking for additional compensation for this practice. Fountain Mechanical See attached proposal from an outside consultant. Coordination time of approximately 4 hours ( +/- $500) is necessary to meet with the subconsultant and provide them with the necessary infomiation needed to prepare their proposal and guide them through the design. Schedule Below is the updated schedule for activities leading up to the bid. Submit Final Plans to Anoka County for Review December 2009 Submit Final Plans to MNDOT January 2010 Receive "ROW Certificate" March 2010 MNDOT Approves Plans for Submittal to Feds March 2010 Open Bids May 2010 Sincerely, BONESTROO Mark Statz, PE City Engineer 651- 604 -4709 copy: ELM, CWL2, RJG — Bonestroo file