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Home My WebLink About2006-07-26 City Council Meeting , tervi{{e 'E.stabli<fiea 189 CITY COUNCIL MEETING 'Vednesday, July 26, 2006 6:30 p.m. COUNCIL MEETING I. CALL TO ORDER 1. Roll Call ll. PUBLIC HEARINGS ID. APPROVAL OF AGENDA IV. APPROVAL OF COUNCIL MINUTES 1. July 12,2006 City Council Work Session Meeting Minutes (Page 1-2) 2. July 12, 2006 City Council Meeting Minutes (Pages 3-13) v. CONSENT AGENDA 1. City of Centerville July 13, 2006 through July 26, 2006 Claims (Page 14) 2. Centennial Fire District Claims through July 20,2006 (Pages 15) 3. Centennial Lakes Police Department Claims through July 14,2006 (Pages 16-18) 4. Volk Sewer & Water, Inc. Pay Request #3 - $134,389.23 (Hunters Crossing 3n1 Addition) (Page 19-22) 5. Burschville Construction, Inc. Pay Request #1- $104,734.60 (21st Avenue Backage Road Utility & Street Improvements) (Page 23-28) 6. Authorize Asbestos Abatement - DA VCO - $4,100.00 (Page 29) 7. Parks & Recreation Committee Recommendation to Purchase Five (5) Mats & Two (2) Additional Boxes of Shredded Rubber Mulch Not to Exceed $2,000 - Laurie LaMotte Park (Page 30-31) VI. A W ARDSIPRESENTATIONS/APPEARANCES VIT. NEW BUSINESS 1. Northdale Construction Company, Inc. Pay Request #9, Final- $3,800.00 (Hunters Crossing 2nd Addition) & Change Order #1 Part A & B - ($3.73) - Total Owing $3,796.27 (Page 32-39) 2. Acceptance of Letter of Resignation, Chair Tedd Peterson - Parks and Recreation Committee (Page 40) 3. Pay Equity Study (Page 41) 4. Removal of Studebaker & Fire Cartrrank from 1694 Sorel Street 5. Res. #06-036 - Community Development Grant (DEED) (Page 42-42b) 6. T -Mobile Request to Amend Agreement for Antennas on Water Tower (Page 43-45) 7. Removal of Drainage Structure from Right-of-Way, Heritage Street (Page 46-52) 8. Consideration of Public Works Director's Recommendation to Replace 1985 Ford Plow/Sand Truck - Not to Exceed $120,000 (Includes All Necessary Attachments) (Page 53- 94) 9. Progress Road Water Extension (7085 Progress Road) (Page 94a) 10. Parks & Recreation Committee's Recommendation - Trail Easement at 1818 Fox Run (Page 95-96) vm. OLD BUSINESS 1. CSAH 14 Joint Powers Agreement - Confd From Previous Metting (Pages 97-107) 2. Proposed Ordinance ###, Second Series Amending Section 30.02 Relating to Mayor and Council A-D (Confd From Previous l\ileeting) (Page 108) 2. Proposed Ordinance ###, Second Series Amending Section 30.02 Relating to Mayor and Council E-F (Coned From Previous Meeting (Pages 109) 3. Consider Improvements to Old Mill Road (From a Point ApproL 200 Feet North of Revoir to North City Limits) (Coned From Prc\ious Meeting) 4. Westview Watermain Extension (7124 Main Street) 5. P & Z Recommendation to Adopt Ordinance Amending Chapter 154.016: Non-Conforming Uses and Structures (Page 110) 6. Authorization to Secure Appraisal of Public Works Site X. ANNOUNCEMENTSIUPDA TES 1. City Administrator, Mr. Dallas Larson 2. CSAH14 (Update) XI. ADJOURNMENT I :'~ i \ 1 ! \, ~.} f ~ i~ ", Council Work Session August 2,2006 h pm Cound ('lldlnh' ~ Council Work Session & Council Meeting August 9,2006,- 630 pm Council Chambers Planning & Zoning Commission August 1,2006 i' 30 pm Cuuncl1 Chambcr:-. Parks and Recreation Committee August 2,2006 (dO pm Council Chambers Fete des Lacs August 4, 5 & 6, 2006 - Parade & Laurie LaMotte Memorial Park - (See Web site for More Detailed Info.) Council Meeting August 23,2006 030 pm Council Chaml!I;:'TS City Council 07-12-2006,9:00 p.m. Summary of Work Session Present were Mayor Mary Capra, Council members Michelle Lakso, Richard Terway, JeffPaar and Tom Lee. Also present were Mark Statz, engineer, and Kurt Glaser, City attorney and John Meyer, Finance Director. John Meyer reviewed a budget worksheet which responded to questions of Mayor Capra regarding future expenditures and obligations. The budget will be reviewed in more detail at a work session on August 2, 2006. Dallas Larson reviewed a memo from Paul Palzer, Public Works Director which proposed purchasing a new dump truck to replace the 1985 Ford. The replacement is recommended this year in order to buy a 2006 mode at a cost of about $120,000. The 2007 model year has many changes in pollution control that will drive the price up about $20,000. The purchase will be placed on the next agenda for consideration. Other budget issues that were discussed included a proposal of T -Mobil to modify the lease agreement for antennas on the water tower and the issue of public works facilities. The T -Mobil proposal was for a 9% rent reduction with a guaranteed income stream of six years. The inflation increase during the term would be removed with a 15% increase after 60 months. The council was not interested in the proposed lease amendment. Alternative public works sites were discussed. The Council is open to moving to a different location and allowing the current public works site to be converted to commercial use. Dallas Larson reviewed emergency planning issues. Police Chief Makela is working on updating the emergency plan. Most city staff will need to complete FEMA emergency response training by the end of September, 2006. This training includes National Incident Management System Courses IS700, IC100 and IC200. The Council was encouraged to complete the IS700 course on-line through the FEMA web site. Ordinance enforcement issues were discussed. Many people have been ignoring the sprinkling restrictions. The Council wishes to enforce the 10:00 a.m. to 6:00 p.m. restrictions by. issuing citations, if necessary. The Council discussed the Rehbein dirt operation in the industrial area. The dirt operation doesn't appear to be a legal use in that zoning district. The Council would like the operation gone as soon as possible in order that the land can be used as it is zoned. Dallas Larson will talk to Mr. Rehbein to see if he will commit to stopping the use by a specific date. The Council discussed the issue of illegal signage in street right of ways. The council would like to see staff remove the signage that is offensive, such as the rental and real estate open house signs that overwhelm the intersection near Comer Express. Other signs / City Council 07-12-2006 Work Session Page 2 that need to be removed include the work at home and other advertising signs that are installed in the right of way. The Council reviewed the downtown streetscape plan as prepared by Bonestroo. They liked the latest version of the streetscape plan. The plan will be forwarded to Anoka County on Friday. The Council selected a preferred street light fixture and identified Metal Halide lighting as best for the downtown application. The Council looked at pictures of the drainage structure installed in Heritage Street by the contractor for St. Genevieve's Catholic Parish. The Council agreed that the structure is dangerous and should be removed from the right of way. The meeting was adjourned at 10:45 p.m. Dallas Larson, City Administrator /- CITY OF CENTERVILLE CITY COUNCIL MEETING JULY 12, 2006 6:30 p.m. Pursuant to due call and notice thereof, the City of Centerville held their regularly scheduled meeting on July 12, 2006, at City Hall, 1880 Main Street. PRESENT: Mayor Mary Capra Council Member Lee Council Member Paar Council Member Terway Council Member Lakso r\Il A None U\J@1!J ABSENT: STAFF: City Engineer Statz City Attorney Glaser City Administrator Larson I. CALL TO ORDER Mayor Capra called the July 12,2006, City Council meeting to order at 6:30 p.m. II. PUBLIC HEARINGS 1. Consider Improvements to Old Mill Road (From a Point Approximately 200 Feet North of Revoir to North City Limits Mayor Capra opened the public hearing at 6:35 p.m. City Administrator Larson explained the proposal to extend services down Old Mill Road. Mayor Capra asked if there is cost information for this project. City Engineer Statz indicated that a feasibility study was reviewed in June with a total project cost of $325,000 and there is an alternate to not construct roadway at this time for $180,000. He then explained the scope of the project. Mayor Capra asked for the condition of the pavement. City Engineer Statz indicated that the existing pavement is in fair condition and could hold out for the five to ten year range for the improvement. o City of Centervil1e COWlci1 Meeting Minutes July 12,2006 Mayor Capra asked if this project were tied to a larger project would that lower the costs and whether there are any other projects coming up. City Engineer Statz indicated the project is large enough to warrant doing it on its own and obtain cost effective prices and said that there would be duplicate costs for restoring the boulevard if the street is not done at the time of the utilities. City Administrator Larson indicated that a change order onto the backage road project may be possible. City Engineer Statz indicated that it might be possible but he is not sure that the contractor would be interested in doing so. Jeff Hanzal of 7381 Old Mill Road indicated that he and his wife started a request for road improvements to the end of their property line and the plan was for minimal impact to the neighbor and they would work with him on the assessments. He then said that they have not been able to work that out and now the City has decided to go all the way to the City limits but, the problem he is having, in discussions with the City and how the assessments are coming up they are being asked to pay for half of the entire road improvement including to the north and they find that tough to handle with the size of the development at three lots that need services. Mr. Hanzal indicated that they would like to bring the road only to their property line and their proposal was to pay $30,000 to his neighbor Mr. Fruth and defer his assessments for five years and then he would be assessed by the City and that would limit the impact. If the City does decide to go all the way to the City limits they will ask for a different way of splitting the assessments amongst the neighbors as they have large chunks of property who will benefit from this in the future. He then asked Council for discussion on the possibilities for assessing on this project. Mayor Capra indicated that she sat in on a meeting with the Administrator and Mr. Hanzal as she was at City Hall at the time of the meeting and told him that developments move utilities and generally the developer pays a pretty good portion of those costs as that brings sales and development of the lots. Council Member Terway asked for assessment information. City Administrator Larson indicated that the standard assessment policy would mean assessments of approximately $40,000 on the smallest up to $100,000 on the largest. He then said that it is based on frontage and how many development lots each parcel has. Council Member Lee said that the developer should pay for a large portion of it but 50% of the entire project seems disproportionate since he gets four lots and the other property owners could get 1210ts. Page 2 of 11 ~ City of Centerville Council Meeting Minutes July 12, 2006 Mayor Capra asked what the costs were for going only as far as was requested and not to the City limits. City Engineer Statz indicated that project was just over half Mr. Hanzal indicated that they have 380 feet from where the sewer is. Council Member Paar said that this was set for 2009 on the report and the road condition report so whether it gets done now or in 2009 the assessments are high because of big properties and they will be higher in 2009. He then said that Mr. Hanzal should pay some more because he is driving the project but, he does not think that he should pay for halfthe project. Council Member Lakso said that she agrees and said that three or more houses in the area would bring more tax base into the City. She then said that it needs to be looked at because it will be done in the short term anyway. Patrick Fruth of 7384 Old Mill Road indicated that he has been working with Mr. Hanzal but the $80,000 to $100,000 they cannot afford and that means they would have to leave. He then said that they are not in need of sewer and would prefer to only go to the property line and not to the City limits. Mayor Capra indicated that the issue with deferring assessments is the City carries that cost and that is something that the City needs to look at within its budget. Mr. Fruth said that they have no need for sanitary sewer and City water but he is willing to work with Mr. Hanzal. He then said that Fred is definitely against this. Motion bv Council Member Terwav. seconded bv Council Member Paar. to close the DubUc hearint!. All in favor. Motion carried unanimouslv. City Administrator Larson suggested a little more research and study. He then said that nobody really wants this and the property owner north of Mr. Hanzal understood it would happen but they are not excited about the figures being discussed for assessments. Mayor Capra indicated she would like to do a change order to the backage road to see if that can be done. City Administrator Larson said that if this was going in the middle of the road then the street should be done but, if it goes into the boulevards, then the street could be deferred. Mayor Capra asked Staff to look into a change order to the backage road and costs to run it to the City limits and only to the property line. She then said she would like to know the costs for restoration of the boulevard. Page 3 of 11 5 City of Centervil1e Council Meeting Minutes July 12, 2006 Council Member Paar said he would like to work this out so that most people are happy. He then said that he would like to see a new road and do it all at once but, when you see how this assessment affects long time residents, he would like to see some other options. He further said that he is not in favor of only going up to Mr. Hanzal and stopping he would like to go all the way to the City limits with the utilities and then do the road in 2009. Council Member Lee said that he does not favor stopping at the property line but would like to go to the City limits. He then said that putting utilities in the easement is an option but he does not see how that is going to save anybody any money because the road needs to be done and will be done in three or four years. He further indicated that he does not feel that the split of 50% for Mr. Hanzal is appropriate and he would like to look into the change order process. Council Member Lakso said that she would like to look more closely at the cost share for the project for the developer. She then said that she would like to have the options listed by the Mayor for review. She further said that she would be a little concerned about putting the utilities in the boulevard as that is not the City's standard but it merits looking into due to the assessments involved on these larger properties. Council Member Terway indicated that he would be concerned about setting precedent regarding who pays what portion for future developments. He then said that he is concerned about making someone have to move out of their house. He further said that nothing is saved by doing part now and part later and he would rather not see this happen if someone has to move out of their home because of it. He also said that it will not be any cheaper in 2009. Council Member Terway said he would like parties to get together to see what could be worked out including the City paying a little more of the project but he would like to do the project correctly because it will be cheaper in the long run if it is done right and done all at once. Council Member Lee asked if the utilities go in when the road is done. Mayor Capra indicated that she would like to see between now and August 2, 2006 some more research and answers on this situation. Mr. Hanzal indicated that he has not been contacted by the City and he paid for the study. He then provided figures that they have put together for consideration provided to Staff Mayor Capra asked Staff to keep Mr. Hanzal and other property owners informed. Council Member Paar said that Mr. Hanzal paid $5,000 and he should be notified at least as early as others involved. Page 4 of 11 /p City of Centerville Council Meeting Minutes July 12,2006 Council Member Paar indicated that there is a code allowance and, since there is a sunset date on septic and wells making them out of code, he then suggested checking with the insurance company to see if it is an option as it is an option to bring electrical up to code but he is not sure if that would work for this. City Administrator Larson indicated that this will be put on the next Agenda and informed those in attendance. m. SET AGENDA Council added the following items to the Agenda: Successful Completion Year 2 & Review of Employment - Public Works Maintenance Worker Mr. Allen Anderson and Westview Water Main Extension. Council Member Paar requested that a checklist for new building projects be added to the Agenda. Motion bv Council Member Paar. seconded bv Council Member Terwav to aoorove the Aeenda as amended. All in favor. Motion carried unanimouslv. IV. APPROVAL OF COUNCIL MINUTES 1. June 28, 2006 City Council Meeting Minutes Mayor Capra requested the Minutes be clarified to state that the City will use universal or international signage for the no loitering or fishing signs. Motion bv Council Member Terwav seconded bv Council Member Lee. to aoorove the June 28. 2006 City Council meetine minutes as amended. All in favor. Motion carried unanimouslv. V. CONSENT AGENDA Council Member Lakso requested that Item 2 be removed for discussion. 1. City ofCenterville June 29,2006 through July 12,2006 Claims 2. Centennial Fire District June 30,2006 Claims 3. Lift Station #3 Repair - Not to Exceed $4,870 (North Star Pump) to Perform Work 4. Pay Request - Stork Twin City Testing Corporation $1,484.50 5. Encroachment Agreement - Mr. and Mrs. Kevin Danielson, 7005 LaMotte Drive (Landscaping/Retaining Wall) 6. Encroachment Agreement - Mr. and Mrs. Adam Bailey, 6878 Mallard Way (Fence) 7. Dead Broke Saddle Club Charitable Gambling License Renewal Page 5 of 11 1 City of Centerville Council Meeting Minutes July 12,2006 8. Successful Completion Year 2 & Review of Employment - Public Works Maintenance Worker Mr. Allen Anderson Motion bv Council Member Terwav. seconded bv Council Member Lakso. to approve Consent A2enda Items 1. 3. 4. 5. 6. 7. and 8 as presented. All in favor. Motion carried unanimouslv. Council Member Lakso said she was looking at the magazine subscription for $304.00 and she would like to see how important that is to the Chief and the department and whether it is worth the expense. City Administrator Larson indicated that he would ask for further clarification but he believes it is a magazine for all fire fighters. Motion bv Council Member Lakso. seconded bv Council Member Paar. to approve Consent A2enda Item 2. All in favor. Motion carried unanimouslv. VI. A W ARDSIPRESENTATIONS/APPEARANCES None. VII. NEW BUSINESS 1. City of Lino Lakes Request for Anoka County Traffic Study Relating to CSAH 54/21 st Avenue Access Issues City Administrator Larson indicated that the City of Lino Lakes and the developer for Hardwood Creek conducted an AU AR and have found concern with access into that area at 54/21st Avenue. He then explained that the City ofLino Lakes has asked Centerville for its support of a requested traffic study in that area. Council Member Lee asked whether speed is going to be looked at because that would concern him as they would then increase it. City Administrator Larson said he would doubt that speed would be reviewed. Mayor Capra and City Engineer Statz indicated that a speed study would be a specific request. Council Member Lee said that he feels it would be ridiculous not to have a controlled intersection there and anything that the City can do to facilitate that should be done. Council Member Lee said that he opposes any kind of realignment of CSAH 14 with this. Council agreed to support but asked to be included in the process. Page 6 of 11 p City of Centerville COWleil Meeting Minutes July 12,2006 Motion bv Council Member Lakso. seconded bv Council Member Paar. to suooort tbe City of Lino Lakes reauest for Anoka County Traffic Study relatin2 to CSAH 54/21st Avenue Traffic Access Issues. 2. Rush Line Conidor Mayor Capra indicated that this was received and the City is being asked for someone to attend the meetings and being asked to join. Council Member Terway said that being involved in corridor issues is important for the City to make it known to the entities that the City is interested in transportation. Mayor Capra supported being part of the task force and she volunteered to attend the meetings. Council Member Paar said he would not support it as it will do nothing for traffic and will cost taxpayers money because people like to drive. Mayor Capra said that she feels it ties in with the I35We Coalition and it is a Task Force to have a say in how it takes place. Motion by Council Member Lakso. seconded by Council Member Terwav. to aporove tbe sam ole Resolution as orovided in the oackets. Ayes - 3. Nays - 2 (LeelPaar). Motion carried. 3. CSAH 14 Joint Powers Agreement City Administrator Larson indicated that Anoka County provided the Joint Powers Agreement and there is a lot to sort out and review along with the MOD and provide comments back to them. He then pointed out that there are a number of cost items to be concerned with that Staff would like to further discuss and iron out. Council briefly discussed the Agreement and agreed that more discussion is needed. Mayor Capra asked whether the streetscape plan was accepted. City Engineer Statz indicated that they have not yet accepted the plan. Council Member Terway indicated he has a lot of questions. Council Member Paar indicated that he thought that the wording that was sent in was close to what would be agreed to and this looks a lot differently than he expected. City Administrator Larson indicated that he and Staff will go through and identify the differences for discussion. Page 7 of 11 9 City of Centerville Council Meeting Minutes July 12, 2006 4. Extension of W estview Avenue City Administrator Larson indicated that the home on far west end of Westview needs to be serviced with watermain and Mr. Palzer did some checking with a contractor in town and they recommend to bore under the street as the street is in good shape. He then said that the cost estimate is approximately $10,000 to do the work for a six inch line with a hydrant if it is stopped at the end of the paving portion. City Administrator Larson indicated that a two inch line to the property with the six inch two properties would be assessed but just putting in a two inch line to serve the one property then it is one affected property owner. City Administrator Larson indicated that they have a failing well and there is an urgent need for water. Council Member Lee said he would like to do the six inch line with a hydrant to do it right. Mayor Capra suggested the City pay for the project and then assess them or charge them as a hook up fee. Mayor Capra asked for a letter to go out to inform them of the project and tell them what the hook up fee is at this time and notify that the fee will increase and will have to hook up by 2012. City Administrator Larson indicated that Staff will work out the specifics of the agreement and bring it back for Council approval at the next meeting vm. OLD BUSINESS 1. Proposed Ordinance #. Second Series, Amending Section 30.02 Relating to Mayor and Council Council Member Lee indicated that he looked at a compensation survey and those that were current and came to an average and that is $7,713 per year for mayor and $5923 for councilor $642.75 and $492.63 per month. So $500 and $400 is what he recommends. Council Member Lee said that he estimated the number of hours per month he averages for the City and he is 8 or 9 hours just on Sunday and that does not include the parade stuff just preparing for meetings so he puts in about 40 hours a month on it. City Administrator Larson indicated that the way it is drafted now there is a per meeting amount of $25 and a monthly salary of$375.00 and $450.00 in the proposed Ordinance. Council Member Paar indicated that there is only one member that is certain to be on Council next year. Page 8 of 11 It) City of Centerville Council Meeting Minutes July 12, 2006 Council Member Lakso agreed that salary should stay current and be in line with surrounding communities. Council Member Terway suggested $525 and $450 as it will not be changed for at least two years. Mayor Capra said it is an excessive drain on personal life and family doing this job and it is not done for the money. She then said she is not so opposed to the figures suggested but she would like to look at them. Council Member Lee said that all members view this as public service and it takes considerable effort to do this every month. Mayor Capra suggested an amendment to remove the additional $25.00 for each meeting but, that for the salary, members are expected to do one monthly worksession included in the salary. City Administrator Larson suggested figuring out what the meeting costs are so that it is clear for deducting and penalizing. Council agreed to have a fine of $50 per missed meetings but not worksession unless excused. Special meetings also as they are important. Council agreed to include one worksession per month. Mayor Capra asked clarification for Council responsibilities in the language and the duty to be a liaison. Mayor Capra said she wants to clarify that there are responsibilities beyond the Council meetings. IX. ANNOUNCEMENTSIUPDA TES 1. City Administrator. Mr. Dallas Larson City Administrator Larson indicated that the City received a letter from Lino Lakes regarding Cedar Street as they are receiving complaints about dust generated from truck traffic. Larson sent a letter in return and Mr. Shudy has agreed to apply chloride to the roadway to control the dust. City Administrator Larson indicated that Circle Pines is not interested in imposing administrative fines. Page 9 of 11 II City of Centerville Council Meeting Minutes July 12, 2006 City Attorney Glaser said that Mr. Burstein had told him that there was no discussion but that they are just not interested. Council Member Lee said he likes the idea of administrative fees and does not see a challenge coming unless the line is crossed and we should not do that. Mayor Capra said that Centerville and Lexington were willing to implement the sex offender ordinance but not Circle Pines. Mayor Capra commended police department on an undercover operation that solved some vandalism crimes in the City. Council Member Lee indicated that the Centennial Lakes Police Department was #6 in the click it or ticket. City Administrator Larson noted that the City was successful in the condemnation on the right-of-way for the backage project. He then explained that during the process the judge selects appraisers from a list and the other party has one appraiser that was not on list submitted and the attorney interviewed them and found out he is a friend of the appraiser hired so the attorney wants to challenge that. Council agreed. 2. CSAH 14 Nothing to report. 3. Parade Barricades Council Member Lee indicated that the first quote for barricade rental was high enough to make him consider recommending that the City purchase barricades but, after further research, they have located a different rental company with a more reasonable price. 4. Public Works Checklist Council Member Paar indicated that this was brought to his attention from Tedd Peterson concerning the St. Genevieve drainage structure that is on the work session meeting agenda and he brought up that Public Works should be a bit more involved with the engineers and a Public Works checklist for new construction in the City would be a tool to help keep on top of the way things are supposed to be. Mayor Capra indicated there used to be a check list. City Administrator Larson indicated that this may have not been caught but a checklist may be a good thing to implement. Page 10 of 11 /.1- City of Centerville Council Meeting Minutes July 12, 2006 Mayor Capra announced that National Night Out is Aug 1, 2006 and St. Genevieve is hosting a community potluck out at the park at 6:00 p.rn. and the police officers will be there. Fete des Lacs is August 4,5, and 6 and they are still looking for volunteers. Mayor Capra mentioned to Staff that some residents would be interested in a fall garage sale days and weekend cleanup and anyone interested should contact City Hall. X. ADJOURNMENT Motion by Council Member Lee. seconded by Council Member Paar to adiourn the June 28. 2006 City Council Meetinf! at 8:48 p.m. All in favor. Motion carried unanimously. Transcribed by: Joan Lenzmeier, Recording Secretary TimeSaver Off Site Secretarial, Inc. Page 11 of 11 /3 eroi[{e CITY OF CENTERVILLE 07/21/06 10:42 AM Page 1 *Check Summary Register@ Name 10100 MAIN STREET BANK Paid Chk# 021468 POSTMASTER Paid Chk# 021469 ABDO, EICK & MEYER, LLP Paid Chk# 021470 AID ELECTRIC CORPORATION Paid Chk# 021471 AMUNDSEN, KEVIN Paid Chk# 021472 ANOKA COUNTY PROPERTY Paid Chk# 021473 ASSURANT EMPLOYEE Paid Chk# 021474 BENDER, TERESA Paid Chk# 021475 BURSCHVILLE CONSTRUCTION Paid Chk# 021476 CENTENNIAL LAKES POLICE Paid Chk# 021477 CITIES DIGITAL Paid Chk# 021478 DAVCO TECHNOLOGIES, INC. Paid Chk# 021479 DEPARTMENT OF LABOR & Paid Chk# 021480 GOPHER STATE ONE CALL INC Paid Chk# 021481 HANSON, BRIAN Paid Chk# 021482 HANZAl, JEFF Paid Chk# 021483 INSTRUMENTAL RESEARCH Paid Chk# 021484 INTERNATIONAL UNION OF Paid Chk# 021485 KLENNERT-HUNT, JENNEFER Paid Chk# 021486 LAND MAINTENANCE Paid Chk# 021487 LARSON, DALLAS Paid Chk# 021488 LEAGUE OF MN CITIES Paid Chk# 021489 LOVE,DARION Paid Chk# 021490 MEADOWVIEW HOMES Paid Chk# 021491 MERKEL, LINDA Paid Chk# 021492 MET. COUNCil ENV. SERVo Paid Chk# 021493 MN AWWA Paid Chk# 021494 NATIONAL WATERWORKS Paid Chk# 021495 NORTH STAR PUMP SERVICE Paid Chk# 021496 NORTH DALE CONSTRUCTION Paid Chk# 021497 NORTHERN WATER WORKS Paid Chk# 021498 PANGEL, MARK Paid Chk# 021499 PETERSON, TEDD Paid Chk# 021500 POSTMASTER Paid Chk# 021501 PRESS PUBLICATIONS Paid Chk# 021502 PUBLIC EMPLOYEES INS Paid Chk# 021503 SEELEY, SUZANNE Paid Chk# 021504 STORK TWIN CITY TESTING Paid Chk# 021505 SWEENEY, KRIS Paid Chk# 021506 TIME SAVER Paid Chk# 021507 US BANK CORPORATE TRUST Paid Chk# 021508 VOLK SEWER & WATER Paid Chk# 021509 WINNICK SUPPLY Paid Chk# 021510 WOOD, TOM Paid Chk# 021511 WRIGHT, BOB Paid Chk# 021512 XCEL ENERGY Check Date 7/18/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 7/26/2006 Total Checks JULY 2006 Check Amt $394.67 POSTAGE FOR 2ND QTR UTILITY BI $25,196.07 AUDIT SERVICES FOR YEAR ENDED $15,000.00 PARTIAL BILLING NEW GENERATOR $60.00 6-7,5-16 & 4-15 P & R MEETING $138.00 1986 72ND ST - DOC #1984978.03 $121.50 SHORT TERM DISABILITY FOR 8-1- $25.38 REIMBURSE MILEAGE EXP - FROM $104,734.60 BACKAGE RD & 21ST AVE UT & STR $35,678.93 JULY POLICE SERVICE $3,684.00 lASERFICHE SUPPORT & UPDATES $4,100.00 ASBESTOS ABATEMENT $584.40 BUILDING PERMIT STATE SURCHARG $182.70 SERV THRU JUNE 2006 $40.00 5-2 & 6-6 P & Z MEETING $60.00 4-4, 5-2 & 6-6 P & Z MEETING $38.00 JUNE 2006 WATER TEST $90.00 A. ANDERSON UNION DUES - AUGUS $40.00 4-4 & 5-2 P & Z MEETING $3,413.33 LAWN MAINTENANCE $181.34 REIMBURSE FOR MilEAGE $25.00 2006 ISSUES IN FOCUS - WATER- $40.00 4-4 & 6-6 P & Z MEETINGS $6,400.00 1635 WIDGEON ST 05-093 - SOD E $40.00 6-7 & 4-15 P & R MEETING $12,011.46 AUGUST 2006 SERVICE $190.00 P. PALZER MN SECTION AMERICAN $438.70 11/2 IN WATER METER & PARTS $5,812.50 SERVICE TRIP LIFT STATION #3 $3,800.00 HUNTER'S CROSSING 2ND ADDN PAY $767.01 OPERATING SUPPLIES $40.00 4-4 & 5-2 P & Z MEETING $40.00 5-16 & 4-15 P & R MEETING $320.00 FIRST CLASS PRESORT $28.60 ORD #7 AMENDMENT $19,145.53 AUGUST 2006 INS $60.00 6-7,5-16 & 4-15 P & R MEETING $937.60 HUNTER'S CROSSING 3RD ADDN STR $70.31 REIMBURSEMENT OF MILEAGE $144.00 P & C MEETING 7-11-06 $65,977.50 #33462000 - GEN. OBlG. IMPRV. $134,389.23 HUNTER'S CROSSING 3RD ADDN - P $103.20 SUPPLIES FOR OPERATING $60.00 4-4, 5-2 & 6-6 P & Z MEETING $60.00 4-4, 5-2 & 6-6 P & Z MEETING $3,851.15 1889 CENTER ST - SEWER L1FT- $448,514.71 PLEASE NOTE THAT THERE WILL BE AN UPDATED LIST Of DISBURSEMENTS fOR APPROVAL ON 7-16-06. lot! Centennial Fire District Check Register 7/20/2006 The disbursements listed below are submitted by the Centennial Fire District for your approval: DATE CHECK# NAME ACCOUNT AMOUNT 7/19/2006 15252 Ancom Communications, Inc. 42130 - Equipment Expense 1644.45 7/19/2006 15253 Anoka County Central Communications 42205 - MHz User Fees 671.58 7/1912006 15254 Armor Security, Inc 42110 - Other Maintenance 740.17 7/19/2006 15255 Aspen Mills 42120 - Uniform Expense 79.95 7/1912006 15256 Batteries Plus 42130 - Equipment Expense 269.54 7/19/2006 15257 Centennial Fire Relief Association 43010 - Relief Assocation 7,060.00 7/19/2006 15258 City of Lino Lakes 41000 - Payroll Expenses 64,866.26 7/19/2006 15259 Comcast 421 SO - Office Supplies Expense 95.00 711912006 15260 Connexus Energy 42252 - Station 1 - Electric 406.74 7/19/2006 15261 David Bruder 421 SO - Office Supplies Expense 355.43 7/1912006 15262 Diversified Texturing & Engraving 42130 - Equipment Expense 21.00 7/19/2006 15263 Frattalone's Hardware 42110 - Other Maintenance 113.24 7/19/2006 15264 International Assn. Of Arson Investigators 42200 - Dues and Memberships 75.00 7/19/2006 15265 J. H. Larson Company 42110 - Other Maintenance 48.34 7/1912006 15266 Janet Haapoja 421 SO - Office Supplies Expense 53.24 7/1912006 15267 Keith Demarest 42130 - Equipment Expense 85.00 7/1912006 15268 LoffIer Business Systems 421 SO - Office Supplies Expense 30.87 7/19/2006 15269 McLeod USA 42240 - Telephone 356.11 7/1912006 15270 Metro Fire 42130 - Equipment Expense 127.58 7/1912006 15271 Milo Bennett 421 SO - Office Supplies Expense 371.88 7/1912006 15272 Nextel 42240 - Telephone 143.56 7/19/2006 15273 Qwest 42240 - Telephone 107.14 7/1912006 15274 Xcel Energy 42254 - Station 2 - Electric 669.73 7/1912006 15275 C-N-S Helmet Division Pro-Rider, Inc. 45010 - Safety Camp Expense 784.80 7/19/2006 15276 Office Depot 45010 - Safety Camp Expense 153.31 7/1912006 15277 Susan Booth 45010 - Safety Camp Expense 396.00 Total 79,725.92 1 of 1 /5 CENTENNIAL LAKES POLlCE DEPT Check Regis18r POLICE GL Page: 1 GL Posting Period(s): 07106 - 07106 Jul12, 2006 03:54pm Check lseue 0..(8): 07/1412006 - 07/1412006 Per Date Check No Vendor No Payee Invoice Description Inv Amount 07106 07/14106 5857 30055 CSKAUTO,INC SPEED SIGN SA TTERY 84.09 07106 07/14106 5858 30063 CP TELCOM PHONES/LONG DIST 343.84 07106 07/14toe 5859 131280 MUL TICARE ASSOCIATES, INC PRE-EMP TESTING 87.00 07106 07/14/06 5880 160250 PETTY CASH / BRITNI AUSTIN POSTAGE 99.10 07106 07/14/06 5861 170180 awesT JULY PHONES 167.78 07/06 07/14/06 5862 200050 TWIN CITIES EMEDIA, INC COMPUTER MTC 437.50 CONTRACT WORK 07106 07/14A)6 5863 210110 UNIFORMS UNLIMITED, INC UNIFORMS 960.24 Totals: 2,179.55 M = Manual Check, V = Void Check ~ CENTENNIAL LAKES POLICE OEPT Check Register POLICE GL Page: 1 GL Posting Period(s): 07/06 - 07/06 Jul12, 2006 02:43pm Check Issue 0a1e($): 07101J2006 - 07/1312006 Per Date Check No Vendor No Payee Invoice Description Inv Amount 07106 07/12106 5624 120350 VOID - CINDY LEWIS LABEL TAPE 21.29 - M 07/06 07/12106 5823 120350 CINDY LEWIS LABEL TAPE 21.29 07106 07l131tl6 5824 10590 AMERICAN MESSAGING JULY PAGER SERVICE 25.68 07/06 07/13106 5825 10750 ANOKA COUNTY MAY INTERNET ACCESS 576.48 07106 07113<<16 5B26 11505 JAMES E ARNTZEN DUTY CABINET 'NORK 324.34 CABINET ,PAlNTING,SHELI 305.92 MISC T01ll15826 630.26 07/06 07/13106 5827 11653 AUTO-MEDICS INC FLAT REPAIR 385.17 07108 07/131tl6 5828 20110 BCA - BTS INTOX 5000 RECERT 45.00 AlDRICH 07/06 07/13/06 5829 30055 CSK AUTO, INC VEHICLE BULBS 27.78 07108 07/13106 5S3O 30075 CAMPION, BARROW & ASSOC. INC PERSONNEL TESTING 750.00 07/06 07/13106 5831 30480 CENTENNIAL UTILITIES MAY UTILITY CHARGES 352.16 07/08 07/13,{)6 5832 31137 CONNEXUSENERGY MAY ELECTRIC 1,287.11 07/06 07113106 5833 40300 DELTA DENTAL AUG DENTAL 543.15 07108 07/13106 5834 40700 DON'S CIRCLE SERVICE, INC VEH OfL CHGS & 1,888.01 REPAIRS 07/06 07/13/06 5835 50175 EMERGENCY MEDICAL PROOUCTS, REGULA TOR,RESUSCIT AI 234.36 MISC BREATH SAVER 149.05 Total 5835 383.41 07108 07/13106 5836 60650 FRATTALLONES HARDWARE, INC. VEH CLEANING 20.29 SUPPI..IES 07/06 07/13106 5837 70330 J GARDNER & ASSOCIATES, LLC JR POLICE BADGES 180.00 07106 07/13106 5838 90026 IMAGE PRINTING & GRAPHICS, INC BUSINESS CARDS 58.06 ENVELOPES 41.40 Total 5838 99.46 07106 07/13106 5839 90045 INTERSTATE ALL BATTERY CENTEf: CELL PHONE BATTERY 37.26 07106 07/13106 5840 100125 JOHN'S AUTO PARTS VEH TAil LIGHT ASSY 39.41 07106 07/13106 5841 110204 KNOVVLAN'S SUPER MARKETS LMC TRAINING 13.98 07106 07/13106 5842 1~ lOR MAN EDUCATION SERVICES POLICE LIABILITY 538.00 TRAINING 07/06 07/13106 5843 130204 ROBERT A MAKELA SHOE REIMB 89.99 07108 07/13106 5844 130205 MAlLOY,MONTAGUE,KARNOWSKl, FINAL BILLING 2005 3,522.00 AUDIT 07/06 07/13108 5845 130840 MN DEPT OF PUBLIC SAFETY 2ND QTR CJDN 390.00 CONNECT CHGS 07108 07/13106 5846 131080 MN OFFICE ENTERPRISE TECH MAY WAN USAGE 37.00 07/06 07/13/06 5847 140050 NATL ASSOC OF TOWN WATCH NATL NIGHT OUT 132.00 BANNERS 07106 07/13.()6 5848 140370 NEXTEL COMMUNICATIONS CELL PHONES 296.62 07/06 07/13/06 5849 150100 OFFICE MAX CONTRACT, INC DISKETTES 47.98 07106 07/13106 5850 160420 PITNEY BOWES POSTAGE BY PHOI\ POSTAGE 150.00 07/06 07/13106 5851 170180 QWEST PHONES CENTERVILLE 167.89 07106 07113106 5852 190375 SELECT ACCOUNT JUNE SELECT ACCOUNT 20.00 FEES 07106 07/13106 5853 190625 SPEEDWAY SUPERAMERICA LLC JUNE FUEL 4,171.82 07106 07/13106 5854 200275 TWN CITY AREA LABOR MGMT CNC COMMITTEE EFFECTIVENESS M = Manual Check, V = Void Check /1 CENTENNIAL LAKES POLIcE OEPT Check Register POLICE GL GL Posting Period(s): 07106 - 07106 Check Issue O8te(8): 0710112006 - 07/1312006 Page: 2 Jul12,2OO6 02:43pm Per Date Check No Vendor No Payee Invoice Description Inv Amount TRAINING 40.00 07/06 07113/06 5855 210040 U S BANK SAFETY DEPOSIT BOX 53.00 07106 07/13106 5856 210235 UNITED WSCONSIN GROUP AUG LIFEIOISAB AOO 195.00 CRIMMINS/KIRCHNER To1als: 17,115.91 M :: Manual Check. V :: Void Check /f j f1 j Bonestroo e Rosene ~ Ander/i/< & . ~. Associates Engineers & Architects 2335 West Highway 36. St. Paul, MN 55113 Office: 651-636-4600. Fax: 651-636-1311 www.bonestroo.com July 18, 2006 Dallas Larson City Administrator City of Centerville 1880 Main Street Centerville, MN 55038 RE: Contractors Request for Pay Request #3 Hunters Crossing 3rd Addition File No. 616-05-141 Dear Mr. Larson, Enclosed please find the Pay Request #3 for Yolk Sewer & Water Inc., for the services they provided on the above referenced project. It would be appropriate to pay $134,389.23 to Yolk Sewer & Water, Inc. for the work performed. If you have any questions or concerns, please contact me at 651-492-7740. Sincerely, BONESTROO, ROSENE, ANDERLIK, & ASSOCIATES ~~ Ryan Goodman Copy: Mark Statz - Bonestroo Rosene Anderlik ________~: Paul, St. Cloud, Rochester, MN · Milvy_auke~~.-.-S=..hica~~J~___________ Affirmative Action/Equal Opportunity Employer and Employee Owned /f I........ . ,. ....-........... ...............,... iil~ Englneeis&Ndiiteds Owner: City of Centerville, 1880 Main street, Centerville, MN 55038 Date: July 18, 2006 For Period: 6/21/2006 to 7/18/2006 Request No: 3 Contractor: Volk Sewer & Water Inc., 1566 Ward Lake Dr. NW, Andover, MN 55304 CONTRACTOR'S REQUEST FOR PAYMENT HUNTERS CROSSING 3RD ADDITION - UTILITY AND STREET IMPROVEMENTS BRA FILE NO. 000616-05141-0 SUMMARY Original Contract Amount $ 503,886.97 2 Change Order - Addition $ 2,139.00 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount $ 506,025.97 5 Value Completed to Date $ 432,738.03 6 Material on Hand $ 0.00 7 Amount Earned $ 432,738.03 8 Less Retainage 5% $ 21,636.90 9 Subtotal $ 411,101.13 10 Less Amount Paid Previously $ 276,711.90 11 Liquidated damages - $ 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 3 $ 134,389.23 Recommended for Approval by: BONESTROO, ROSENE, ANDERLlK & ASSOCIATES, INC. ~~~ Approved by Contractor: VtljR ~li'NC. Approved by Owner: CITY OF CENTERVILLE Specified Contract Cornpletion Date: Date: 61605141 REQ3.xls Contract Unit Current Qtiantity Amount No. Item Unit Quantity Price Quantity to Date to Date PART 1 - SANIT AAY SEWER: 1 MOBILIZATION LS 1 6500.00 0.75 $4,875.00 2 REMOVE BARRICADE EA 2 25.00 2 $50.00 3 CONNECT TO EXISTING MANHOLE EA 2 350.00 2 $700.00 4 8" PVC SANITARY SEWER, SDR 35 LF 2140 16.50 2140 $35,310.00 5 4' DIAMETER SANITARY MH, 8' DEEP EA 8 1600.00 8 $12,800.00 6 4' DIAMETER SANITARY MANHOLE OVERDEPTH LF 24 100.00 23.66 $2,366.00 7 IMPROVED PIPE FOUNDATION LF 2140 1.50 454 $681.00 8 CLOSED CIRCUIT TV INSPECTION LF 2140 0.68 $0.00 TOTAL PART 1 - SANITARY SEWER: $56,782.00 PART 2 - WATER MAIN: 9 CONNECT TO EXISTING 8" WATER MAIN EA 2 250.00 2 $500.00 10 8" PVC WATER MAIN LF 1690 20.60 1690 $34,814.00 11 6" PVC WATER MAIN LF 630 16.25 630 $10,237.50 12 6" GATE VALVE AND BOX EA 1 745.00 1 $745.00 13 8" GATE VALVE AND BOX EA 1 962.00 3 $2,886.00 14 SALVAGE AND REINSTALL 8 X 6 REDUCER EA 2 550.00 2 $1,100.00 15 SALVAGE AND REINSTALL HYDRANTNALVE EA 2 650.00 2 $1,300.00 16 HYDRANT WITH VALVE EA 4 2600.00 4 $10,400.00 17 DUCTILE IRON FITTINGS LB 2500 1.75 2333 $4,082.75 18 6" PIPE RESTRAINT EA 30 30.00 26 $780.00 19 8" PIPE RESTRAINT EA 21 40.00 26 $1,040.00 20 IMPROVED PIPE FOUNDATION LF 500 0.01 $0.00 TOTAL PART 2 - WATER MAIN: $67,885.25 PART 3 - SERVICES: 21 1" CORPORATION STOP EA 44 95.00 44 $4,180.00 22 1" CURB STOP AND BOX EA 44 110.00 44 $4,840.00 23 1"TYPE "K" COPPER WATER SERVICE LF 1940 9.00 1962.5 $17,662.50 24 8" X 4" PVC WYE EA 44 50.00 44 $2,200.00 25 4" PVC, SCH. 40 SERVICE PIPE LF 1950 9.00 1974 $17,766.00 26 INSULATION, 2" THICK SF 300 1.50 $0.00 TOTAL PART 3 - SERVICES: $46,648.50 PAAT 4 - STORM SEWER: 27 12" RCP STORM SEWER, CLASS 5 LF 485 19.53 485 $9,472.05 28 12" HDPE STORM SEWER LF 235 15.38 235 $3,614.30 29 15" RCP STORM SEWER, CLASS 5 LF 85 20.83 85 $1,770.55 30 18" RCP STORM SEWER, CLASS 5 LF 332 23.26 332 $7,722.32 31 24" RCP STORM SEWER, CLASS 3 LF 40 30.97 40 $1,238.80 32 15" FLARED END SECTION, INCLUDING TRASH GUARD EA 2 700.00 2 $1,400.00 33 24" FLARED END SECTION, INCLUDING TRASH GUARD EA 1 1200.00 1 $1,200.00 34 CONNECT TO EXISTING CATCH BASIN EA 2 550.00 2 $1,100.00 35 CLASS III RANDOM R1PRAP CY 15 75.00 15 $1,125.00 36 2' X 3' CB EA 4 1000.00 4 $4,000.00 37 4' DIAMETER STORM CBMH EA 4 1400.00 4 $5,600.00 38 4' DIAMETER STORM SEWER MH EA 1 1300.00 1 $1,300.00 39 27" DIAMETER CATCH BASIN EA 1 800.00 1 $800.00 40 SEEDING, INCL. SEED, FERTILIZER, MULCH, AND DISK ANCHOR AC 0.25 2500.00 0.18 0.18 $450.00 41 PROTECTION OF CATCH BASIN, NON-STREET EA 2 200.00 $0.00 42 SIL T FENCE, REGULAR LF 200 3.00 75 253 $759.00 43 EROSION CONTROL BLANKET SY 100 1.50 200 200 $300.00 TOTAL PART 4 - STORM SEWER: $41,852.02 PART 5 - STREETS: 44 TRAFFIC CONTROL LS 1 1100.00 0.5 $550.00 45 SAWING BITUMINOUS PAVEMENT LF 75 5.00 27 $135.00 46 REMOVE BITUMINOUS PAVEMENT SY 50 5.00 145 $725.00 47 SUBGRADE PREPARATION - STREET SY 9600 0.77 9425 $7,257.25 48 SUBGRADE PREPARATION - TRAIL SY 400 1.02 333 $339.66 49 GEOTEXTILE FABRIC SY 9600 1.45 4625 9425 $13,666.25 50 SELECT GRANULAR BORROW (CV) CY 5300 14.66 2590 5240 $76,818.40 51 AGGREGATE BASE, CLASS 5 TN 3600 13.73 2014 3114 $42,755.22 52 AGGREGATE BASE, CLASS 5 - TRAIL TN 150 13.73 40 40 $549.20 61605141REQ3.>ds ~() -- - -- Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 53 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 990 42.33 600 600 $25,398.00 54 TYPE LV 3 WEARING COURSE MIXTURE (B) TN 750 43.86 $0.00 55 BITUMINOUS MATERIAL FOR TACK COAT GAL 400 2.09 $0.00 56 BITUMINOUS WEAR COURSE, TYPE 41A, TRAIL TN 75 53.55 $0.00 57 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 4600 8.06 4471 4471 $36,036.26 58 TRUNCATED DOME PANEL SF 8 20.40 18 18 $367.20 59 6" CONCRETE PEDISTRIAN CURB RAMP SF 60 5.10 62 62 $316.20 60 4" PERFORATED POLYETHYLENE PIPE LF 4600 1.50 1771 4471 $6,706.50 61 SKI OSTER (BOBCAT WITH OPERA TOR) HR 10 75.00 $0.00 62 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 20 150.00 $0.00 63 WATER FOR DUST CONTROL 1000 GAL 30 20.00 $0.00 64 REM AND REPL CONC SIDEWALK- DUPRE ROAD SF 200 4.08 365 365 $1 ,489.20 65 REM AND REPL CONG G & G- HUNTERS CROSSING 2NI LF 30 16.32 81 81 $1,321.92 66 TEMP. ROCK CONSTRUCTION ENTRANCE TN 50 22.00 $0.00 67 PROTECTION OF CB IN STREET - FURNISH AND INSTALL WIMCO EA 8 375.00 8 $3,000.00 TOTAL PART 5 - STREETS: $217,431.26 CHANGE ORDER NO.1 1 REMOVE BLACK DIRT OUT OF ROADBED LS 1142.50 $1,142.50 2 MOVE BLACK DIRT FOR SERVICES LS 260.00 $260.00 3 MOVE FENCE AND BRUSH LS 75.00 $75.00 4 PLACING AND COMPACTING IMPORTED FILL LS 382.50 $382.50 5 PRIME CONTRACTOR OVERHEAD 15% LS 279.00 $279.00 TOTAL CHANGE ORDER NO.1 $2,139.00 TOTAL PART 1 - SANITARY SEWER: TOTAL PART 2 - WATER MAIN: TOTAL PART 3 - SERVICES: TOTAL PART 4 - STORM SEWER: TOTAL PART 5 - STREETS: TOTAL CHANGE ORDER NO.1 TOTAL WORK COMPLETED TO DATE $56,782.00 $67,885.25 $46,648.50 $41,852.02 $217 ,431.26 $2,139.00 $432,738.03 61605141 REQ3.xls ~ PROJECT PAYMENT STATUS OWNER CITY OF CENTERVILLE BRA FILE NO. 000616-05141-0 CONTRACTOR VOLK SEWER & WATER INC. CHANGE ORDERS No. Date Description Amount 1 6/16/2006 This Change Order provides for additional work on this project. $2,139.00 See Change Order. Total Change Orders $2,139.00 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 04/01/2006 05/12106 99,217.50 5,221.95 104,439.45 2 05/13/2006 06/20/06 177,494.40 14,563.78 291,275.68 3 06/21/2006 07/18/06 134,389.23 21,636.90 432,738.03 Material on Hand Total Payment to Date $411,101.13 Oriqinal Contract $503,886.97 Retainaqe Pay No 3 21,636.90 Change Orders $2,139.00 Total Amount Earned $432,738.03 Revised Contract $506,025.97 61605141REQ3.xls $ . fl. Bonestroo 9 Rosene ~ Anderlil< & . \J' Associates Engineers & Architects 2335 West Highway 36. St. Paul, MN 55113 Office: 651-636-4600. Fax: 651-636-1311 www.bonestroo.com July 18, 2006 Dallas Larson City Administrator City of Centerville 1880 Main Street Centerville, MN 55038 RE: Contractors Request for Pay Request #1 Backage Road and 21 st Avenue Utility and Street Improvements File No. 616-05-143 Dear Mr. Larson, Enclosed please find the Pay Request #1 for Burschville Construction Inc., for the services they provided on the above referenced project. It would be appropriate to pay $104,734.60 to Burschville Construction Inc., for the work performed. If you have any questions or concerns, please contact me at 651-492-7740. Sincerely, BONESTROO, ROSENE, ANDERLIK, & ASSOCIATES Ir .(j~ Ryan Goodman Copy: Mark Statz - Bonestroo Rosene Anderlik . St. Paul, St. Cloud, Rochester, MN · Milwaukee, WI . Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned ,23 I........ i.1I1 Hnnn....n.. l~J..~~sAfi~!~s Engi6lie:is&Aichiie<lS Owner: City of Centerville, 1880 Main Street, Centerville, MN 55038 Date: July 18, 2006 For Period: 6/1/2006 to 7/18/2006 Request No: 1 Contractor: Burschville Construction, Inc., 11440 8th Street NE, P. O. Box 65, Hanover, MN 55341 CONTRACTOR'S REQUEST FOR PAYMENT BACKAGE ROAD AND 21ST AVENUE UTILITY AND STREET IMPROVEMENTS BRA FILE NO. 000616-05143-0 SUMMARY Original Contract Amount $ 1,118,251.90 2 Change Order - Addition $ 0.00 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount $ 1,118,251.90 5 Value Completed to Date $ 110,246.95 6 Material on Hand $ 0.00 7 Amount Earned $ 110,246.95 8 Less Retainage 5% $ 5,512.35 9 Subtotal $ 104,734.60 10 Less Amount Paid Previously $ 0.00 11 Liquidated damages - $ 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. $ 104,734.60 Recommended for Approval by: BONESTROO, ROSENE, ANDERLlK & ASSOCIATES, INC. ~~ Approved by Contractor: BU CHVILLE CONSTRUCTION, INC. Approved by Owner: CITY OF CENTERVILLE J Specified Contract Completion Date: Date: 61605143REQ1x1s ~I Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date PART 1 - SITE GRADING: 1 MOBILIZATION LS 1 10000.00 0.5 0.5 $5,000.00 2 TRAFFIC CONTROL LS 1 2250.00 0.5 0.5 $1,125.00 3 SIL T FENCE, REGULAR IF 3600 1.60 2644 2644 $4,230.40 4 CLEAR AND GRUB LS 1 16000.00 0.75 0.75 $12,000.00 5 COMMON EXCAVATION (P) CY 66400 1.93 7985 7985 $15,411.05 6 GRANULAR BORROW (CV) CY 11000 10.90 $0.00 7 SALVAGE AND RESPREAD TOPSOIL, 4" THICK LS 1 12950.00 0.25 0.25 $3,237.50 8 HAUL EXCESS TOPSOIL OFFSITE CY 10000 1.10 4767 4767 $5,243.70 9 SHEEHY PROPERTY ACQUISITION DELAY - SEE SPEC~ LS 1 5000.00 1 1 $5,000.00 10 EROSION CONTROL BLANKETS, CATEGORY 4 SY 2200 1.70 $0.00 11 TEMPORARY ROCK CHECK, CLASS I-IV CY 75 95.00 $0.00 12 GEOTEXTILE FABRIC FOR ROCK CHECK, TYPE IV SY 110 10.00 $0.00 13 12" BIOROLL LF 150 6.50 $0.00 14 24" STORM SEWER CULVERT LF 30 35.00 24 24 $840.00 TOTAL PART 1- SITE GRADING: $52,087.65 PART 2 - SANITARY SEWER: 15 CONNECT TO EXISTING SANITARY SEWER 8" PVC PIP! EA 1 2000.00 1 1 $2,000.00 16 8" PVC SANITARY SEWER, SDR 35 LF 980 26.00 390 390 $10,140.00 17 4' DIAMETER SANITARY MH, 8' DEEP EA 4 1850.00 2 2 $3,700.00 18 4' DIAMETER SANITARY MANHOLE OVERDEPTH LF 9 110.00 7.63 7.63 $839.30 19 INSULATION, 4" THICK SF 650 2.00 $0.00 20 CLOSED CIRCUIT TV INSPECTION LF 980 1.00 $0.00 21 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT LF 980 1.00 $0.00 TOTAL PART 2 - SANITARY SEWER: $16,679.30 PART 3 - WATER MAIN: 22 REMOVE WATER MAIN LF 90 20.00 50 50 $1,000.00 23 SALVAGE HYDRANT EA 1 1000.00 1 1 $1,000.00 24 JACK 12" WATERMAIN WITH CARRIER PIPE LF 55 390.00 57 57 $22,230.00 25 CONNECT TO EXISTING 8" WATER MAIN EA 1 1000.00 $0.00 26 12" X 12" WET TAP EA 1 3200.00 1 1 $3,200.00 27 12" PVC WATER MAIN LF 1450 31.00 450 450 $13,950.00 28 8" PVC WATER MAIN LF 840 21.00 $0.00 29 6" PVC WATER MAIN LF 60 18.00 $0.00 30 12" GATE VALVE AND BOX EA 1 1600.00 $0.00 31 8" GATE VALVE AND BOX EA 2 950.00 $0.00 32 6" GATE VALVE AND BOX EA 4 750.00 $0.00 33 HYDRANT WITH VALVE EA 4 2700.00 $0.00 34 12" FITTING RESTRAINT EA 26 85.00 $0.00 35 8" FITTING RESTRAINT EA 15 48.00 $0.00 36 6" FITTING RESTRAINT EA 32 39.00 $0.00 37 12" 22.5 DEGREE BEND EA 4 380.00 $0.00 38 12" X 6" TEE EA 7 480.00 $0.00 39 8" 90 DEGREE BEND EA 2 235.00 $0.00 40 8" X 6" TEE EA 1 300.00 $0.00 41 8" X 8" TEE EA 1 375.00 $0.00 42 12" X 8" REDUCER EA 1 270.00 $0.00 43 8" PLUG EA 1 100.00 $100.00 44 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT LF 2000 1.00 $0.00 TOTAL PART 3 - WATER MAIN: $41,480.00 PART 4 - SERVICES: 45 6" PVC, SCH. 40 SERVICE PIPE LF 166 16.00 $0.00 46 6" PVC WATER MAIN LF 120 20.00 $0.00 47 6" GATE VALVE AND BOX EA 4 750.00 $0.00 48 8" X 6" PVC WYE EA 4 100.00 $0.00 49 6" PLUG EA 4 80.00 $0.00 TOTAL PART 4 - SERVICES: $0.00 PART 5 - STORM SEWER: 50 42" RCP STORM SEWER LF 445 107.00 $0.00 51 24" RCP STORM SEWER LF 230 37.00 $0.00 52 18" RCP STORM SEWER LF 520 31.00 $0.00 53 15" RCP STORM SEWER LF 1125 28.00 $0.00 54 15" HDPE STORM SEWER LF 335 21.00 $0.00 ~~ 51605143REQ1.x1s No. Contract Unit Quantity Item TOTAL PART 1 - SITE GRADING: TOTAL PART 2 - SANITARY SEWER: TOTAL PART 3 - WATER MAIN: TOTAL PART 4 - SERVICES: TOTAL PART 5 - STORM SEWER: TOTAL PART 6 - STREETS: TOTAL PART 7 - CSAH 54 RIGHT TURN LANE: TOTAL WORK COMPLETED TO DATE 61605143REQ1.xls Unit Price Current.. Quantity Quantity to Date Amount to Date $52,087.65 $16,679.30 $41,480.00 $0.00 $0.00 $0.00 $0.00 $110,246.95 ~1 PROJECT PAYMENT STATUS OWNER CITY OF CENTERVILLE BRA FILE NO. 000616-05143-0 CONTRACTOR BURSCHVILLE CONSTRUCTION, INC. CHANGE ORDERS No. Date Description Amount Total Change Orders PAYMENT SUMMARY No. From 06/01/2006 To 07/18/06 Payment 104,734.60 Retainage 5,512.35 Completed 110,246.95 Material on Hand Total Payment to Date $104,734.60 Oriqinal Contract $1,118,251.90 Retainaqe Pay No 1 5,512.35 Change Orders Total Amount Earned $110,246.95 Revised Contract $1,118,251.90 61505143REQ1.xls 2f P.O. Box 407 Grey Eagie.MN 56336 SCANNED JUL 1 8 2006 City of Centerville 1880 Main Street Centerville, MN 55038 763-742-8730 July 1, 2006 Proposal Asbestos Abatement Davco proposes to do the asbestos abatement, and disposal of the debris, from the buildings that were inspected by Davco, in Centerville, MN, for the sum of $4100.00 All work to be done according to MPCA guidelines. Please send to: DA VCO Dave Ostendorf P.O. Box 407 Grey Eagle, MN 56336 Thank you, _Dave Ostendorf, em ail signature ~~ll--l ~9 MEMO TO: Honorable Mayor & City Council Members Kim Stephan ~ FROM: SUBJECT: Parks & Recreation Committee Recommendation to City Council DATE: July 21, 2006, 2006 Laurie LaMotte Memorial Park Plav Structure Chairperson Peterson reported to the committee that there is not enough shredded rubber mulch to meet the fall zone requirements at the Laurie LaMotte Memorial Park play structure and (2) more boxes were needed at approximately $500 per box. Committee Member Seeley will contact International Mulch Company to get a quote. Chairperson Peterson also stated the play structure needed installation of (5) - 1" thick rubber skid prevention mats 6 - 8' long under the swings at a price of $845 (mats are $159 each with approximately $50 in shipping) . Motion was made by Chairperson Peterson, seconded by Committee Member Amundsen to recommend to City Council the purchase of (5) - 1" thick rubber skid prevention mats 6 - 8' long to be installed under the swings and an additional (2) boxes of shredded rubber mulch to meet fall zone protection requirements for the Laurie LaMotte Memorial Park play structure, not to exceed $2,000. All in favor. Motion carried unanimously. Actual quote attached from International Mulch Compan} lists tht' price for (2) - 56 Cubit. Foot Bon's of I{edwood Chunks at $1,185.41 which would makc tht' total over $2,000 at $2,030.4J. ~o Jul 21 06 OS:10a International Mulch Camp. 3143361031 p.2 Page I of 1 QUOTE SENT VIA VERBAL PRINT Place Order ~;-'Y::'=.:::R. . l' ,. I -. . f-l,:::"=-~ "'Tlr', ~ I-J: _......... ,:-.,,",=- S'. ~-:::-,..i QUOTE: RMQ-06721-AH-346 7/21/2006 Please direct any questions to Alysia Huck @ 866-936-8524 Billing Address Ted Peterson City of Centerville 1880 Main Street Centerville, MN 55038 651-429-3232phone emaH Shipping Address Ted Peterson Laurie LaMotte Memorial Park - City of Centerville 6970 LaMotte Dr. Centerville, MN 55038 651-429-3232phone Description 56 Cu. Ft. Box of Redwood Chunks NP1500RW Quantity Unit Price Total 2 $439.74 $879.48 Discounted Subtotal $879.48 Shipping 3160 lbs via R&L Shipping & Handling $305.93 QUOTE TOTAL $1,185.41 ~ Retail Price $1,494.41 Advantages of Rubberific Mulch . Long lasting rich color (won't fade) . Will not have 10 be replaced year after year . Won't float . Won't blow away (5 times heavier than wood mulch) . Won't aUract bugs or termites . Won't decompose . Inhibits weed growth . Non-toxic and environmentally friendly ;Pc NOTES This quote is based on your request for two additional boxes of Redwood NuPlay Nuggets. Our current lead time is approximately three weeks to ship, at the latest and approximately two to three days for delivery. Thank you so much and I will talk with you soon! If you have questions please contact me at: alysiah@internationalmulch.com or 866-936-8524 International Mulch Company Home of Rubbenfic Mulch the Original Rubber Mulch 1 Mulch Lane 51. Louis. MO 63044 314.336.1030 phone www.internationalmulch.com Return Policy: We will not accept retums after 7 days from the time of purchase. Packaging must be factory sealed. No open packages will be accepted for return. A 15% restocking fee will be charged on all returned products. All sales final after 7 days. Sorry shipping charges can not be reimbursed. This quote is valid for thirty (30) days from the date listed above. A"er thirty (3D) days please call us to reconfirm, as shipping and handling charges do change periodically. https://wwv.,'.rubberificmulch.com/rmos/quote_print2.asp 7/21/2006 31 , n Bonestroo -=- Rosene ~ Anderlil< & . \j. Associates Engineers & Architects 2335 West Highway 36 . St. Paul, MN 55113 Office: 651-636-4600 . Fax: 651-636-1311 www.bonestroo.com ~~~C~()A-0 1. if I'V fuokoi C^-. c:>r C- July 18,2006 Dallas Larson City Administrator City of Centerville 1880 Main Street Centerville, MN 55038 RE: Pay Request #9 AND FINAL Hunters Crossing 2nd Addition File No. 616-03-132 Dear Mr. Larson, Enclosed please find Pay Request #9 AND FINAL for Northdale Construction Company Inc., for the services they provided on the above referenced project. It would be appropriate to pay $3,800.00 to Northdale Construction Company Inc. for the work performed. Please call me at 651-492-7740 ifthere are any questions or concerns. Very truly yours, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INe. ~~ Ryan Goodman Copy: Mark Statz - Bonestroo Rosene Anderlik · St. Paul, St. Cloud, Rochester, MN · Milwaukee, WI · Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned 32 .................... , ......... . . .................... ..... .. J~g~g~j~) ..Ah.~e.H!~~ 1~~~P9i~t~~ ~1l9ir)lieri&Arihk~cts Owner: City of Centerville, 1880 Main Street, Centerville, MN 55038 Date: July 17, 2006 For Period: 2/11/2006 to 7/17/2006 Request No: 9 AND FINAL Contractor: Northdale Construction Company Inc., 14450 Northdale Blvd., Rogers, MN 55374 CONTRACTOR'S REQUEST FOR PAYMENT HUNTERS CROSSING 2ND ADDITION PHASE 1 UTILITY AND STREET IMPROVEMENTS BRA FILE NO. 000616-03132-0 SUMMARY Original Contract Amount $ 598,749.66 2 Change Order - Addition $ 0.00 3 Change Order - Deduction $ 3.73 4 Revised Contract Amount. $ 598,745.93 5 Value Completed to Date $ 598,745.93 6 Material on Hand $ 0.00 7 Amount Earned $ 598,745.93 8 Less Retainage 0% $ 0.00 9 Subtotal $ 598,745.93 10 Less Amount Paid Previously $ 594,945.93 11 Liquidated damages - $ 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 9 AND FINAL $ 3,800.00 Recommended for Approval by: BONESTROO, ROSENE, ANDERLlK & ASSOCIATES, INC. AA7~ C Approved b Contractor: HDALE ONSTRUCTlON COMPANY INC. ~ Approved by Owner: CITY OF CENTERVILLE Specified Contract Completion Date: August 20, 2001 Date: 61603132REQ9FINALxis 33 Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date PART 1 - SANITARY SEWER: 1 CONNECT TO EXISTING MANHOLE EA 1 1000.00 1 $1,000.00 2 8" PVC SANITARY SEWER, SDR 35 LF 2120 16.99 2112 $35,882.88 3 4' DIAMETER SANITARY MH, 8' DEEP EA 11 1368.65 11 $15,055.15 4 4' DIAMETER SANITARY MANHOLE OVERDEPTH LF 48 103.53 49.15 $5,088.50 5 IMPROVED PIPE FOUNDATION LF 2120 3.20 1528.96 $4,892.67 6 CLOSED CIRCUIT TV INSPECTION LF 2120 0.64 2120 $1,356.80 TOTAL PART 1 - SANITARY SEWER: $63,276.00 PART 2 - WATER MAIN: 7 CONNECT TO EXISTING 12" WATER MAIN EA 1 1159.75 1 $1,159.75 8 CONNECT TO EXISTING 8"WATER MAIN EA 1 1159.75 1 $1,159.75 9 8" PVC WATER MAIN LF 2000 13.95 2031 $28,332.45 10 6" PVCWATER MAIN LF 375 12.09 374 $4,521.66 11 6" GATE VALVE AND BOX EA 1 626.11 1 $626.11 12 8" GATE VALVE AND BOX EA 6 810.36 5 $4,051.80 13 8" PVC WATER MAIN, JACKED W ISTEEL CASING LF 55 157.07 55 $8,638.85 14 SALVAGE AND REINSTALL HYDRANTNALVE EA 1 909.75 1 $909.75 15 HYDRANT WITH VALVE EA 6 2206.80 6 $13,240.80 16 DUCTILE IRON FITTINGS LB 4600 0.92 4386 $4,035.12 17 6" PIPE RESTRAINT EA 24 41.95 24 $1,006.80 18 8" PIPE RESTRAINT EA 45 52.93 45 $2,381.85 19 IMPROVED PIPE FOUNDATION LF 500 3.20 $0.00 TOTAL PART 2 - WATER MAIN: $70,064.69 PART 3 -SERVICES: 20 1" CORPORATION STOP EA 35 70.01 35 $2,450.35 21 1" CURB STOP AND BOX EA 35 128.90 35 $4,511.50 22 1" TYPE "K" COPPER WATER SERVICE LF 1500 7.44 1485 $11,048.40 23 8" X 4" PVC WYE EA 35 104.82 35 $3,668.70 24 4" PVC, SCH. 40 SERVICE PIPE LF 1460 8.29 1525 $12,642.25 25 INSULATION, 2" THICK SF 640 1.85 272 $503.20 TOTAL PART 3 - SERVICES: $34,824.40 PART 4 - STORM SEWER: 26 12" RCP STORM SEWER, CLASS 5 LF 300 22.15 296 $6,556.40 27 15" RCP STORM SEWER, CLASS 5 LF 550 21.68 551 $11,945.68 28 18" RCP STORM SEWER, CLASS 5 LF 750 23.73 750 $17,797.50 29 21" RCP STORM SEWER, CLASS 4 LF 400 26.86 402 $10,797.72 30 21" pve STORM SEWER, SDR 26 LF 71 41.97 71 $2,979.87 31 27" RCP STORM SEWER, CLASS 3 LF 169 35.51 169 $6,001.19 32 12" RCP FLARED END SECTION EA 1 353.98 1 $353.98 33 18" FLARED END SECTION EA 2 398.71 2 $797.42 34 21" FLARED END SECTION EA 2 448.20 2 $896.40 35 27" FLARED END SECTION EA 1 509.97 1 $509.97 36 CLASS III RANDOM RIPRAP CY 40 70.00 60 $4,200.00 37 2' X 3' CB EA 4 1078.97 4 $4,315.88 38 4' DIAMETER STORM CBMH EA 9 1397.40 9 $12,576.60 39 5' DIAMETER STORM SEWER MH EA 1 2247.27 1 $2,247.27 40 4' DIAMETER STORM SEWER MH EA 3 1427.22 3 $4,281.66 41 4' DIA. MH OVERDEPTH LF 6.5 103.53 6.41 $663.63 42 OUTLET CONTROL STRUCTURE (SS-15) EA 1 1719.43 1 $1,719.43 43 OUTLET CONTROL STRUCTURE (SS-18 AND 19) EA 2 1671.50 2 $3,343.00 44 SEEDING, INCL. SEED, FERTILIZER, MULCH, AND DISK ANCHOR AC 0.25 2729.50 $0.00 45 SIL T FENCE, REGULAR LF 200 4.12 $0.00 TOTAL PART 4 - STORM SEWER: $91,983.60 PART 5 - STREETS: 46 MOBILIZATION LS 1 9106.00 1 $9,106.00 47 SUBGRADE PREPARATION - STREET SY 9500 0.50 9500 $4,750.00 48 SUBGRADE PREPARATION - TRAIL SY 1300 0.67 1124 $753.08 49 GEOTEXTILE FABRIC Sy 9500 1.34 9500 $12,730.00 50 SELECT GRANULAR BORROW (CV) CY 5200 11.35 5200 $59,020.00 51 AGGREGATE BASE, CLASS 5 TN 3600 11.39 3891 .2 $44,320.77 52 AGGREGATE BASE, CLASS 5 - SIDEWALK TN 160 11.39 302.03 $3,440.12 53 AGGREGATE BASE, CLASS 5 - TRAIL TN 500 11.39 567.07 $6,458.933t/ 61603132REQ9FINAL.xJs - - n_ - Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 54 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 730 35.02 772.69 $27,059.60 55 TYPE LV 3 WEARING COURSE MIXTURE (B) TN 730 36.31 760.93 $27,629.37 56 BITUMINOUS MATERIAL FOR TACK COAT GAL 400 1.39 500 $695.00 57 BITUMINOUS WEAR COURSE, TYPE 41A, TRAIL TN 140 48.93 261.56 $12,798.13 58 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 4300 7.36 4280 $31,500.80 59 4" CONCRETE SIDEWALK SF 4800 2.72 4923 $13,390.56 60 PEDESTRIAN CURB RAMP EA 2 154.50 2 $309.00 61 4" PERFORATED POLYETHYLENE PIPE LF 4300 3.09 4172 $12,891.48 62 SKIDSTER (BOBCAT WITH OPERATOR) HR 20 75.00 $0.00 63 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 20 150.00 3.5 $525.00 64 WATER FOR DUST CONTROL 1000 GAL 50 20.00 $0.00 65 DOUBLE WOOD BARRICADES (2 PER EA), INCL SIGN PANELS EA 2 386.25 2 $772.50 66 REMOVE AND REPLACE CONCRETE CURB - HUNTERS 1ST LF 30 21.63 20 $432.60 67 REPAIR GATE VALVE - HUNTERS 1ST EA 1 509.82 1 $509.82 68 TEMP. ROCK CONSTRUCTION ENTRANCE TN 100 18.00 50 $900.00 69 PROTECTION OF CB IN STREET EA 13 50.00 $0.00 TOTAL PART 5 - STREETS: $269,992.76 PART 6 -SANITARY SEWER - CENTERVILLE ROAD: 70 8" PVC SANITARY SEWER, SDR 35,10'.12' DEEP LF 650 21.24 653 $13,869.72 71 CONNECT TO EXISTING MANHOLE EA 1 1409.75 1 $1,409.75 72 4' DIAMETER SANITARY MANHOLE EA 2 1368.65 2 $2,737.30 73 4' DIAMETER SANITARY MANHOLE OVERDEPTH LF 6 103.53 3.19 $330.26 74 8" OUTSIDE DROP LF 3.4 203.25 3.4 $691.05 75 IMPROVED PIPE FOUNDATION LF 650 3.20 1306 $4,179.20 76 CLOSED CIRCUIT TV INSPECTION LF 650 0.64 650 $416.00 77 CLEAR AND GRUB LS 1 5000.00 1 $5,000.00 78 LANDSCAPING LS 1 6489.00 1 $6,489.00 79 REMOVE AND REPLACE 6882 DRIVEWAY LS 1 1875.00 1 $1,875.00 80 REMOVE AND REPLACE 6892 DRIVEWAY LS 1 1875.00 1 $1,875.00 81 REMOVE AND REPLACE BITUMINOUS TRAIL SY 45 12.88 21 $270.48 82 TRAFFIC CONTROL LS 1 1545.00 1 $1,545.00 83 SEEDING, INCL SEED, FERTILIZER, MULCH, AND DISK ANCHOR AC 0.5 2729.50 0.5 $1,364.75 84 EROSION CONTROL BLANKET SY 1000 1.80 1525 $2,745.00 TOTAL PART 6 - SANITARY SEWER - CENTERVILLE ROAD: $44,797.51 PART 7 - WATER MAIN - CENTERVILLE ROAD: 85 6" PVC WATER MAIN LF 500 16.81 521 $8,758.01 86 6" GATE VALVE AND BOX EA 1 651.11 1 $651.11 87 HYDRANT WITH VALVE EA 1 2281.98 1 $2,281.98 88 IMPROVED PIPE FOUNDATION LF 300 3.20 $0.00 89 DUCTILE IRON FITTINGS LB 200 0.92 253 $232.76 90 6" PIPE RESTRAINT EA 6 41.95 6 $251.70 91 SODDING, LAWN TYPE SY 500 4.67 400 $1,868.00 92 SEEDING, INCL SEED, FERTILIZER, MULCH, AND DISK ANCHOR AC 0.25 2729.50 0.25 $682.38 93 REMOVE AND REPLACE CULVERT AND DRIVEWAY LS 1 1875.00 1 $1,875.00 TOTAL PART 7 - WATER MAIN - CENTERVILLE ROAD: $16,600.94 PART 8 -SERVICES - CENTERVILLE ROAD: 94 8" X 4" PVC WYE EA 5 179.82 5 $899.10 95 4" PVC, SCH. 40 SERVICE PIPE LF 50 14.30 51 $729.30 96 4" SANITARY SEWER SERVICE DIRECTIONAL DRILLED LF 300 19.80 288 $5,702.40 97 1" TYPE "K" COPPER WATER SERVICE LF 80 13.44 91 $1,223.04 98 1" TYPE "K" COPPER WATER SERVICE DRILLED LF 100 17.36 96 $1,666.56 99 1" CORPORATION STOP EA 4 82.51 4 $330.04 100 1" CURB STOP AND BOX EA 4 213.90 4 $855.60 TOTAL PART 8 - SERVICES - CENTERVILLE ROAD: $11,406.04 CHANGE ORDER NO.1 1 SETTLEMENT AMOUNT - DEDUCT LS -4200.00 ($4,200.00) 2 ADJUSTMENT FOR FINAL QUANTITIES LS 4196.27 $0.00 TOTAL CHANGE ORDER NO.1 ($4,200.00) 61603132REQ9FINAL.xls 35 No. Item TOTAL PART 1 - SANITARY SEWER: TOTAL PART 2 - WATER MAIN: TOTAL PART 3 - SERVICES: TOTAL PART 4 - STORM SEWER: TOTAL PART 5 - STREETS: TOTAL PART 6 - SANITARY SEWER - CENTERVILLE ROAD: TOTAL PART 7 - WATER MAIN - CENTERVILLE ROAD: TOTAL PART 8 - SERVICES - CENTERVILLE ROAD: TOTAL CHANGE ORDER NO.1 TOTAL WORK COMPLETED TO DATE 61603132REQ9FINAL.xfs Unit Contract Quantity Unit Price Current Quantity Quantity to Date Amount to Date $63,276.00 $70,064.69 $34,824.40 $91,983.60 $269,992.76 $44,797.51 $16,600.94 $11,406.04 ($4,200.00) $598,745.93 3~ PROJECT PAYMENT STATUS OWNER CITY OF CENTERVlllE BRA FilE NO. 000616-03132-0 CONTRACTOR NORTHDALE CONSTRUCTION COMPANY INC. CHANGE ORDERS No. Date Description Amount 1 7/17/2006 This Change Order provides for adjustments to this project. ($3.73) See Change Order. Total Change Orders ($3.73) PAYMENT SUMMARY No. From To Payment Retainage Completed 1 03/01/2004 05/07/04 113,493.46 5,973.34 119,466.80 2 05/08/2004 06/09/04 149,634.55 13,848.84 276,976.85 3 06/10/2004 07/02/04 109,111.84 19,591.57 391,831.42 4 07/03/2004 07/26/04 112,494.07 25,512.31 510,246.23 5 07/27/2004 12/23/04 54,528.08 11,005.35 550,267.35 6 12/24/2004 07/20/05 14,967.20 11,310.80 565,540.00 7 07/21/2005 09/12/05 28,814.12 11,898.84 594,942.16 8 09/13/2005 02/10/06 11,902.61 8,000.00 602,945.93 9 AND FINAL 02/11/2006 07/17/06 3,800.00 598,745.93 Material on Hand Total Payment to Date $598,745.93 Oriqinal Contract $598,7 49.66 Retainaqe Pay No 9 AND FINAL Chanqe Orders 1$3.73) Total Amount Earned $598,745.93 Revised Contract $598,745.93 61603132REQ9FINAL.xls 31 .II.....: .:,.:::::.::.::.:..:.:::.::: < ..... 'BQhestroo ./"~~l~rf@& .1\~~9Si~~~~ ~iiiNi~~($~A~~h!iiii:i$ Owner: City ofCenterville, 1880 Main Street, Centerville,:tvIN 55038 Date July 17,2006 Contractor: Northdale Construction Company Inc., 14450 Northdale Blvd., Rogers, MN 55374 Bond No: Bond Company: Travelers Casualty & Surety Co. of America, One Tower Square, Hartford, CT 06183 37SB104262510 CHANGE ORDER NO. 1 HUNTERS CROSSING 2ND ADDITION PHASE 1 UTILITY AND STREET IMPROVEMENTS BRA FILE NO. 000616-03132-0 Description of Work Part A: Part A of this Change Order provides for a settlement reached with N orthda1e Construction, relieving them of their responsibility to provide a pin connection for the curb stop and box. Part B: Part B of this Change Order provides for the adjustment of final quantities Contract Unit Total No. Item Unit Quantity Price Amount CHANGE ORDER NO. 1, PART A SETTLEMENT AMOUNT - DEDUCT LS ($4,200.00) ($4,200.00) . TOTAL CHANGE ORDER NO.1, PART A ($4,200.00) CHANGE ORDER NO.1, PART B 2 ADJUSTMENT FOR FlNAL QUANTITIES LS $4,200.00 $4,196.27 TOTAL CHANGE ORDER NO.. 1, PART B $4,196.27 TOTALCHANGEORDERNO.l,PART A ($4,200.00) TOTAL CHANGE ORDER NO.1, PART B $4,196.27 TOTAL CHANGE ORDER NO.1: ($3.73) 61603132CHOI.x1s 3f .Orig:inal Contract Amount Previous Change Orders This Change Order Revised Contract Amount (including this change order) CHANGE IN CONTRACT TIMES Orig:inal Contract Times: Substantial Completion (days or date): Ready for final Payment (days or date): Increase ofthis Change Order: Substantial Completion (days or date): Ready for fmal Payment (days or date): Contract Time with all approved Change Orders: Substantial Completion (days or date): Ready for fmal Payment (days or date): Recommended for Approval by . BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ~v!ft Date: ?j8/oC; I Approved by Contractor: NORTHDALE CONSTRUCTION ~ 7 /~l? Date I Approved by Owner: $598,749.66 $0.00 ($3.73) $598,745.93 CITY OF CENTERVILLE Date cc: Owner Contractor Bonding Company Bonestroo & Assoc. 61603132CH01.xls 3Cj July 18, 2006 TO: Parks & Recreation Committee Honorable Mayor & City Council Members It is with regret that I am resigning from the Parks & Recreation Committee, effective immediately, due to family obligations. I have enjoyed working with the committee over the years and am still committed to help or answer any questions as time permits. ~~~ -=- ,jo Springsted Springsted Incorporated 380 Jackson Street, Suite 300 Saint Paul, MN 55101-2887 Tel: 651-223-3000 Fax: 651-223-3002 www.springsted.com July 21, 2006 Dallas Larson City Administrator City of Centerville 1880 Main Street Centerville, MN 55038-9794 Dear Mr. Larson: As discussed, Springsted, Incorporated can assist the City of Centerville with its classification and compensation structure. The City has recently updated the job descriptions for all of its positions; therefore, the scope of work would involve job evaluation, market survey, compensation plan, and implementation options. We can assist the City with this project, as discussed for approximately $2,500.00, dependent on the scope of the work requested and the number of on-site meetings involved. We would appreciate the opportunity to assist the City with this project. Let me know if you have any questions or concerns. Sincerely, Ann Antonsen, Consultant Vice President 1/ tervi{{e ~ta6[isfied 1857 1880 'lvlain Street . Centeroilfe} 'lvl:N 55038 (651) 429-3232 . P~(651) 429-8629 CITY OF CENTERVILLE RESOLUTION #06-035 A RESOLUTION AUTHORIZING THE CITY'S PARTICIPATION IN A REDEVELOPMENT GRANT PROGRAM AND APPLICATION SUBMISSION TO THE DEPARTMENT OF EMPLOYMENT AND ECONOMIC DEVELOPMENT ASSOCIATED WITH THE REDEVELOPMENT OF DOWNTOWN CENTERVILLE BE IT RESOLVED that City of Centerville act as the legal sponsor for project(s) contained in the Redevelopment Grant Program to be submitted on July 31, 2006 and that the Mayor is hereby authorized to apply to the Department of Employment and Economic Development for funding of this project on behalf of City of Centerville. BE IT FURTHER RESOLVED that City of Centerville has the legal authority to apply for financial assistance, and the institutional, managerial, and financial capability to ensure adequate project administration. BE IT FURTHER RESOLVED that the sources and amounts of the local match identified in the application are committed to the project identified. BE IT FURTHER RESOLVED that City of Centerville has not violated any Federal, State or local laws pertaining to fraud, bribery, graft, kickbacks, collusion, conflict of interest or other unlawful or corrupt practice. BE IT FURTHER RESOLVED that upon approval of its application by the state, The City of Centerville may enter into an agreement with the State of Minnesota for the above referenced project(s), and that City of Centerville certifies that it will comply with all applicable laws and regulation as stated in all contract agreements. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF CENTERVILLE, MINNESOTA that the Mayor is hereby authorized to execute such agreements as are necessary to implement the project(s) on behalf of the applicant. I CERTIFY THAT the above resolution was adopted by the Centerville City Council on July, 26, 2006 Mayor, Mary Capra Attest: City Clerk, Teresa Bender 1L Department of Employment and Economic Development Brownfields and Community Assistance Unit First National Bank Building, Suite E200 332 Minnesota Street S1. Paul, Minnesota 55101-1351 Redevelopment Grant Application Cover Page Applicant (Public Entity) City of Centerville Head of Applicant Agency: Mary Capra, Mayor (e.g. Mayor) Applicant Address: 1880 Main Street City: Centerville Zip Code: 55038 Project Contact Person for Public Entity: John Meyer Phone: 651 - 429 - 3232 E-mail: imeyer@centervillemn.com Mailing Address: 1880 Main Street, Centerville, Minnesota 55038 Application Author/Preparer: same as project contact Phone: E-mail Mailing Address: 1 FY 06 - 07 11~C0 FY 06 - 07 COST ANALYSIS 15. What are the total redevelopment costs as defined on Page i? $ 13.457.000 16. How much money are you seeking from DEED? 1.000,000 (Up to 50% ofthe total redevelopment cost is eligible) 17. Fill out the budget table below indicating the sources, uses, and amounts of all funds (including TIF, DEED requests, etc.) that will be used for eligible redevelopment costs as defined on Page i. The table should indicate the total project budget, including any costs that have already been incurred. Note: The 50% local match can come from any source. Money paid for eligible work completed up to 12 months prior to submission of this application can constitute local match. BUDGET TABLE Already Date Source of Fund Use of Fund Amount Incurred? Incurred (Y IN) DEED Grant Street ROW Acquisition 241,785 N DEED Grant Street ROW Construction 225,000 N DEED Grant Parking Lot ROW Acquisition 533,215 N City TIF Parking Lot ROW Acquisition 192,140 N City TIF Parking Lot Construction 300,000 N Private Developer Development Sites Acquisition 823,860 N City TIF Water Main Construction 47,250 N City TIF Demolition 109,250 N Private Developer Building Construction 10,984,500 N TOTAL = 13,457,000 4 12/v m 1'\ ..<r ~~N> >; ,~, iVl() '1 C1:l. ,--~ "....t ". ". . ,,< ! . -.. ~ - " 1 .. _J LEASE PROTECTION TERM SHEET To: Dallas Larson From: Bud Pruett, Lease Consultant, agent for T -Mobile Subject: AIN0004A66733 Date: July 13, 2006 cc: T-Mobile Lease File On the terms and conditions set forth herein, T -Mobile would consider protecting your wireless communications facility lease agreement for the site located at: 1875 Fox Run Centerville, MN 55038 New Rent A. New Base Rent B. New Rent Frequency C. New Escalations D. New Escalation Frequency $14574.00 Annually 3.00% Annually New Term A. New Initial Term (mo) B. Number of Renewal Terms C. Renewal Term Length (mo) 60 5 60 New Termination & Guarantee A. New Termination Notice (days) B. New Termination Fee (mo) C. Rent Guarantee Period (mo) 30 12 72 Other A. Please verify or write in the correct legal ownership for this Site. Is this correct? Yes / No B. Please verify or write in the correct physical address for this Site. Is this correct? Yes / No 1875 Fox Run, Centerville, MN 55038 C. Please verify or write in the correct address for notice and correspondence. Is this correct? Yes / No 1880 Main St., Centerville, MN 55038 D. Effective date of the New Amendment? **This proposal is not a binding commitment and is subject to review and approval of documentation by all parties and will expire at the close of business 10 davs from the date ofthis letter unless extended by a T-Mobile officer or director. Participation in this program is not required and T-Mobile will continue to abide by the terms of your original Lease Agreement, including exercising termination rights where they exist. 13 ---- ---------- -------- ? I'; J '-' ,...-- T -Mobile Lease .J ';;>.. ;"" 1'\ ."" '"1 ~/ --- I July 2006 Original Lease Revised Period Year (4%) Lease Period Difference 1 1996 $ 10,500.00 2 1997 $ 10,920.00 3 1998 $ 11,356.80 4 1999 $ 11,811.07 5 2000 $ 12,283.51 6 2001 $ 12,774.86 7 2002 $ 13,285.85 8 2003 $ 13,817.28 9 2004 $ 14,369.98 10 2005 $ 14,944.77 11 2006 $ 15,542.56 12 2007 $ 16,164.27 $ 14,574.00 1 $ (1,590.27) 13 2008 $ 16,810.84 $15,011.22 2 $ (1,799.62) 14 2009 $ 17,483.27 $ 15,461.56 3 $ (2,021.72) 15 2010 $ 18,182.60 $ 15,925.40 4 $ (2,257.20) 16 2011 $ 18,909.91 $16,403.17 5 $ (2,506.74) 17 2012 $ 16,895.26 6 $ 16,895.26 $ 87,550.89 $ 94,270.61 $ 6,719.72 Net Present Value $3,893.12 Cell Site #: Cell Site Name: Address: [[Site #]] [[Site Name)) [[Site Address Ill, [[Site Address 2ll, [[Site City]], [[Site Statell [[Site ZIP]] rrAMENDMENT#l1 AMENDMENT TO LEASE AGREEMENT THIS [[AMENDMENT#)] AMENDMENT TO LEASE AGREEMENT ("Amendment") dated as of the Effective Date (as defined below), by and between [[Landlord Name]], with an office/residing at [[Landlord Address]] (hereinafter referred to as "Landlord") and [[TM Entity]], a Delaware corporation, having an office at 12920 S.E. 38th Street, Bellevue, Washington 98006 (hereinafter referred to as "Tenant"). WHEREAS, Landlord and Tenant entered into a Lease Agreement dated [[Lease Date]]; whereby Landlord leased to Tenant certain Premises, therein described, that are a portion ofthe Property located at [[Site Address I)], [[Site Address 2)], [[Site City]], [[Site State)] [[Site ZIP]] (IIAgreementll); and WHEREAS, Landlord and Tenant, in their mutual interest, wish to amend the Agreement as set forth below; NOW THEREFORE, in consideration of the foregoing and of other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Landlord and Tenant hereby agree as follows: 1. Term. All references to the Term of the Agreement shall be amended to provide that the Agreement has a New Initial Term of [[New Initial Term]] months ("New Initial Term"), commencing on [[New Commencement Date)) and the Term will be automatically renewed for up to [[New Renewal Terms]] additional [[Length of Renewal Term)) month terms (each a "Renewal Term") without further action by Tenant for additional periods of [[Length of Renewal Term]] months. 2. Modification of Rent. Commencing on [[New Commencement Date]), the Rent payable under the Agreement shall be $[[New Base Rent)] per month, and shall continue during the New Initial Term and all Renewal Terms as provided below. 3. Modification of Future Rent Increases. The Agreement is amended to provide that commencing on [[New Escalation Date]], Rent shall be (fixed, increased on an "annual/term" basis by X% ofthe then current rent. 4. Modification of Tenant's Obligation to Pay - Rent Guarantee. For a [[Rent Guarantee Period]] month period commencing [[Rent Guaranteee Commencement Date]] and ending [[Rent Guarantee End Date]], Tenant's obligations to pay rent during the New Initial Term pursuant to this Amendment will not be subject to offset or termination by Tenant (the "Rent Guarantee Period"). 5. Termination. After the Rent Guarantee Period, Tenant may terminate the Agreement at any time with thirty (30) days prior written notice to Landlord. Furthermore, notwithstanding any other provision of the Agreement or of this Amendment, Tenant may terminate the Agreement, during or after the Rent Guarantee Period, upon Landlord default, or upon casualty or condemnation of the Premises that substantially hinders Tenant's ability to use the Premises. Page 1 of2 Landlord initial: ~I 6. Notices. Section HNoticeSectionll of the Agreement is hereby deleted in its entirety and replaced with the following: NOTICES. All notices, requests, demands and communications hereunder will be given by first class certified mail, return receipt requested, or by a nationally recognized overnight courier, postage prepaid, to be effective when received, refused, or returned undeliverable. Notices will be addressed to the parties as follows: as to Tenant, [[Tenant Vesting]) [[TM Entity]), 8550 W. Bryn Mawr Avenue, Chicago, IT- 60631 - Attn: PCS Lease Administrator, Cell Site # [[Site #)], Cell Site Name [[Site Name]]; with a copy to: [[TM Entity]), 12920 S.E. 38th Street, Bellevue, Washington 98006 - Attn.: Legal Department, Re: Cell Site # [[Site #]J, Cell Site Name [[Site Name)); and as to Landlord, [[Landlord Name]], [[Landlord Address]]. Either party hereto may change the place for the giving of notice to it by thirty (30) days prior written notice to the other as provided herein. 7. Other Terms and Conditions Remain. In the event of any inconsistencies between the Agreement and this Amendment, the terms ofthis Amendment shall control. Except as expressly set forth in this Amendment, the Agreement otherwise is unmodified and remains in full force and effect. Each reference in the Agreement to itself shall be deemed also to refer to this. 8. Capitalized Terms. All capitalized terms used but not defined herein shall have the same meanings as defined in the Agreement. IN WITNESS WHEREOF, the parties have caused their properly authorized representatives to execute this Amendment as of the date and year below ("Effective Date"). LANDLORD: [[Landlord Name]] TENANT: [[TM Entity]] By: By: Name: Name: Title: Title: Tax Id: Date: Page 2 of2 Landlord initial: 46 - RIC:E ~REEK W A YERSHED DISTRIC:Y 4325 Pheasant Ridge Dr. NE #611 . Blaine, MN 55449-3070 Phone: 763-398-3070 . Fax: 763-398-3088 www.ricecreekwd.com Thomas Fitzgerald St. Genevieve Catholic Church 7087 Goiffon Rd Centervile, MN 55038 Re: Rice Creek Watershed District Permit #05-012, St. Genevieve Church The RCWD conducted a routine site inspection at the project identified above on July 13th, 2006. Please adhere to the items listed below to comply with RCWD Rules. 1. Remove sediment deltas that have accumulated in the pond and stabilize pond slopes. Sediment deltas at NE side of pond near outlets and at drainage swale leading to pond on SW comer. 2. Infiltration Basin 2 is silted in. Please stabilize area around this feature and protect it from further silting in. For information on the proper design of these BMP's so they will function after being constructed, please visit our website at www.ricecreek.org/bmp 3. RCWD permit has not yet been obtained. Submittals received to RCWD office, and are in the process of being reviewed by our engineers. These items are part of the RCWD standards and are enforceable under RCWD Rule (MS 103D). The proper maintenance on the pond should be conducted within 14 davs. Please contact me at 763-398-3074 if you have any questions. Sincerely, Kelsey Hallcock District Inspector Cc: City of Centerville, Dawn Dubats, RCWD Env. Ed. Coordinator RCWD Permit File #05-012 % ~'"" : MCLARCH I TECS- I tlf..___ .... .' ' -=- IDJ@~ ARCHITECTS. INC. FAX NO. :651-222-5414 Sep. 06 2005 02:58PM P1 TEl. (651) 222.8451 FAX lJ~rm@UillOW&[L FAX (651) 222-5411.1 TO tIt Y I r (..l; tJ,~~ \it V\rF RE: OATE 400 St. Paul Building, 6 West Rfth street. St. Paul, MN 55102 rA~ .. ~t;\.1~~.S.~ PAGE 1 of ~ PAGES HARD COpy to FOLLOW: NO YES SCANNED JUL 1 4 2006 .EMARKS-.-----.---.--.-c-.t~f.i,~ [C-~~~~t : ~~~ ~ . -.....--. ."-" -.,'..-. .~_.__._--- , I I I I I I - I I ...,.--.....--.------....----~............".. ...,..,~.-.......__....._._...~...._~...__...._.......,_".......,_....-..................-- _.....__._..... ..._........ I-' ..........1-,. ...-.._.....___......, ,'....... _ \.__...........................\.,,\.....__....--...;..._- ~C\M # 11 COF-'Y TO C'1f""""Ir."r"\. FROM :MCLARCHITECS-INC ~ FAX NO. :651-222-5414 . JUL.29'2005 15:27 '--' Sep. 06 200=?_.~~:.?~p~...y? #2022 P. 0021006 '-~: Rice Creek Watei'sh~d. District Perm't AppUcatfoo Namber Applicant: ThOmas P. Fitzgerald St. Genevieve Catholie Church 7087 GQift'oD Road Ceut.erville, MN 55038 Ph~ 6S 1. -762-0458 Px: 651-653-1.071 i Purpose: OS-Ol2 Consultant: Michael MU!pby Larson Engineering ofMN 3524 Labore Road White Bear Lake, MN 55110 Ph: 651-481-9120 .Fx: 651.-481.-9201 .mmu.tpbY@J.lr8omnn.""m Bryan FC)r.d MCL ArQhitect$, Inc. 400 St. Pa.ul. BuiJdi.ll,g 6 West Fifth Street St PaW, MN 55102 Ph: 6S 1-222-845 I fx: 651-222-5414 Final Site Drainage Plan. for an 1.1. ~000r. SF church an.d assoeiated parkin& 14.6:: acres. tocati,on: South. of Heritage Street and west of CenterviIJ.e Road (eSAH 21). CenterviJJe. T -R.-S: 31-22-23 be District Rule: C, D, E & F Rc!:commendati.on: Conditional approval pending receipt of mange. and outstandi,ns items rolBted to: Storm.WRt.er Managem.CJ\t 1. Revised gradi1ti ple.n demonstrating conveyance of runoff fl:om the currently proposed impervl.ous uee.s to the NURP pond. . clearly idenHfying both phases of NUItP pond construction, (initial phase vs. future) and. i.ncll.ldin,g the future infiltration SW!!cs as consistent with th,e proposed..condj,tions hydrologic calculations. 2. R.evised grading plan and hydrologio calcu.lations for the proposed biofiltration basm demonstrati.ng suffic;ent dead storage for the 2.S-inch event OR wat.er quality treatment celoulations demonstr.ating equivalent NURP rem.ovel efficiencies of 900iP TSS and 60% TP (see Findi.n.g 2 for diseussi,on.). Emmons & Olivier R.esources, Inc. . I, - 7/29/05 1ff FROM :MCLARCHITECS-INC FAX NO. :651-222-5414 Sep. 06 2005 02:59PM P3 JUt.29'2005 15:27 #2022 P.003/006 ~enmt-App1ication No~~-() 1.2 St. Genevieve Catbotie Chhrcl1 3. Outlet Detail for the proposed bioBltration basm danonstrating sldmming capability up to the 1 ~yeer event is provided. 4. Revised grading plan ineorpora,ting biotUtration BMP's for the current phase of development (soutbern portion of the site). 5. Slofiltmtion b~in oross section d,etail. inoluding an underdrain, an appropriate native l'lant Jist or seed, mix, cl.ari.tying the proposed amended soil structure and incJucUng otber measures necestw'y to protect th.e feature &om siltation, during construction. (i.e. silt fence Md excavation to a,nat grade after stabilization of upstream areas, et~.). Adm)' . ,mBt:rsq~e 6. Draft legal document with. SBt1sfa.ctory form and description, gllD.tiuI p01'ldfng and flowage eascm,ents over the all onsite hydrologj,Q rcatures (see Ffntting 6 for discussion). 7. Draft Dectaratt.on for Maintenance ofStotmwater Management FBeiUti.es acceptable to District engineer and attorney for proposed on.site stormwater management features (see Finding 7 for discussion). 8. Copy of receipt from County Recorder' and signed/nots.ri.zed legal document(s). Note that legal document(s) are to be submitted by Applicant to County for recon1ing only after approval by Oistrl ot. 9. Finalized plan set sign,cd, by a professional engineer. J.D. Eleetron~c or redl.1oed (llx17) COP), of approved Gradirr.g Plan Set:. 11. .C88h surety in the amount of $3,500. Stipulations: 1..' Futu.re pha_ of developm.en,t will require additional RCWD P<<mitting in,oJ.udi,ng incorporation of additional bioflltration BMP.s. Exhibits: 1. Pcr.mJ,t. AppIieati,on dated Febroery 3, 2005, received Pebruary 3, 2005. 2. Si.te Location Map prepared by f..aJllon Engineering of MN~ undated, rcoei,ved, February 3,2005. Emmons & OlivIer Resources, Inc. ~2- 7/29/05 'h9 7' FROM :MCLARCHITECS-INC FAX NO. :651-222-5414 Sep. 06 2005 02:59PM P4 JUL.29'2005 15:28 #2022 P.004/006 , P'mnit AD~Iicat.inn No;.--.i-Q12 St. Genevieve Catholic Ch.....pjl 3. ale Survey prepared by Lar90n Enaineering of MN, undated~ recei.ved. February 3,2005. 4. MPCA NPDES pennit appliCation, (unsigned) prepared. by Larson Engineering ofMN. undated, rece.i.ved, Febmary 3, 2005. s. HydtoJosic: Calculations prepared by Latson Engineering of MN, Jut revised May 206 200S~ r=eivcd May 23, 2005. 6. Gradfng Plan prepared by Larson Engineering of MN, last revised May 9,2005, received May 23,2005. 7. Eroai.on Control Plan prepared by Lenon. Engineering of MN. last revised May 9, 2005~ received May 23,2005. 8. Utility Plan preps.red by Larson En&ineering of MN, last revised May 9, 2005, recei.ved May 23, 200S. 9. Construction Details Plan prepared by ul10n Enginccrin,g of MN, last revised May 9. 2005, recei.ved May 23, 2005. 10. Oeotecbnical Exploration Report prepared by GME ConsuJtants, me., dated. September 8~ 2004, received February (4,2005. 11. Response Letter to 2-18-05 Engineer's Roport prepued by J...arson EngfneeringofMN, dated M.ay 20,2004, received Ma.y 23,2005. 12. Boundary and. Topographic Survey prepared by E.O. Rud. & Sons, 'no., dated September l.~ 2004, received May 2), 2005. J.3. Paving &. Dimension Plan prepared by Larson Engineering of MN, datal May 9, 2005, received. May 2:), 2005. 14. Pond. Alternative Plan prepared by La.rson. Engineering ofMN', dat.ed May 9, 2005, received May 23,2005. 15. Draft Ponding and Flowage Easements prepared by MCL Architects, Inc., uncJat.~ received July 1 S. 2005. 16. Draft Declamtion fur. Maintenance of Stormwater Facilities prepared. by MCL Archit:ect.8, Jnc., undated., received July 1.8, 2005. 1.7. RCWD Permi.t File 04-035. Findings: 1. The proposed project entails an. 11,000:1; SF. church buildln,g and Emmons & OlivIer. Resour.ces, Inc. -3. 7/29/05 ~ FROt:1 :MCLARCHITECS-INC FAX NO. :651-222-5414 Sep. 06 2005 03:00PM P5 ......._....." ......._M M.~_'.~M___._____.. ..... .M.. Nt JUL.29'2005 15;26 , , #2022 P.005/006 . . Permit Atu'~~on ND;~~:ci-012 St. Genevieve Cat1,oHe Ch~ usociated parking area QI'.1 14.(;:t: a,cres. In, addi,ti~ two future additions to the church building fmd ad.ditiorW parking areas are proposed. Reconsttuction of Lamotte Drive and, Heritage Street was r.eviewed under RCWO Pennit 04-035. 2. Runoff from the eXisting building Ill'l.d parkinS tot drai.ns north stormsewer on Heritage Street. The proposed stormwater mmagcmem plan includes a NURP pond and a biotiltratioft basin. Since more than. 50% of the site is proposed for redevelopment, stormwata: managem.ent is required fur all f.mpervious areas (existil1g and Dew). Dfstdct me CODtl'OI. requirements 4TQ satisfied for both current and fUtw:e phases of the project. District water quality treatment requirem.ent, are satisfied for the current and future impervious e.reas tributary to the proposed NURP pond (both tor the interim pond size and the future pond size). However, a revised grading plan is required demonstratin,g conveya.oce of runoff' ftom t.he CUlTen.tIy proposed impervious areas to the NURP pond, clearly idem.tifying both phases of pond construction (initial phue 'IS. future) and including fb.e future intlltration sweles ool'lsistent with the proposed~ conditions hydrologic calculations. It is unclear whether the proposed ubipfll.trati('o basi,n~' in, the . northern. portion of the site satisfies t.b.e District.s water quali.1:y treatment requirement for both the existing impervious aroas 8l'Jd. the proposed. en,trance dri.ve. As curren.tly designed, this basin. would functi,on as B detention pond, because l'lO und.erdrttin is proposed to faclUWe fl.lb'ation and insu,fficjent deld. storage (2.S-i.neb event) belQw the outlet is provided. If this basin is to function. as a NURP pond, a. revjsed grading plan and, bydroJosi,c calcuJfl.tion's are required demoDBtra,tin.g sufficient dead, ,storage for the 2.S..i.,~h event i.s provided.. If the basin is to funet~onas a biofiltration feature, a. revised, grading plan. and wa.ter quality treatment calcul.a.tions are reqWred demonstrating equivalent NURP removal effl.ciencies of 90% TSS and 60% TP and .2. cr05S~ section. "detail providing aft und.erdrai,n tOt the feature, llmetl.ded SQil ami appropriate native plant Hst or seed mix. Addit'i.on.8.lly, an.outl.et detail for the proposed basin demODBtratUl.g sldmm,ing capability up to the 1 ~yoar event. required. The submitted geotoehn.i.cal soil lmrings indicate c],s,ys throughout the site and a low water tabJ e. Therefore, the bio1ntration is an acceptable BMP in. J.ico of infiltration. Tbe biofiltratf.on. basin proposed in the northern. portion. of th.e site is sized to satisfy thl:l Emmons & Olivier Resources, Jnc. -4- 7/29/05 .:57 FROM :MCLARCHITECS-INC FAX NO. :651-222-5414 Sep. 06 2005 03:00PM P6 . .~., .J9L.29'2005 15:28 'Pmnl.t Application No;-~.O J~ #2022 P.006/006 St. Gen.etieve Catholic Clt~h District infiltrati.on req,ufrement. However, the infiltration standard has Dot been eddr.essed, for the currently proposed impervious areas in the southern portio,n of the site. Therefore, additional. biot11trati.on BMP.s are required to $!tisfy the District's infiltration st.anda.rd.. 3. The District Permit Coor.di.n&t.or has field. verl.fi,ed that there are no jurisdioti.cmaJ wetlands oosite. 4. 'There is DO RCWD resuJatory IOO-year flood elevation established for thi.s site. Both the proposed and existing low floor elevation$ (buildings are slab-an-grade) satisfy District freeboard reqw,rem,ent.s over the proposed pond HWL (901..25) and. the BOF (901.3). S. An acceptable erosl,ori and sediment control plan hag been 8ubmittClld, including a rock: construction cn.tra.n.oe. ailt fence down.Weam of disturbed, 8X'e1l5. fU'Ound tbe pond NWL, at storm.sewer outfalls and. as check clams, revegetation specifications and an imple:m,onta,tion. schedule. 6. The submitted POI1.d.ing and flowage easement document refers to IAttachmcnt A~ for th.e legal d.escri.ption of the casements. Thi.s 8,ttac1unen,t is rr:q'IJired for review by tbe Distriot Engm.eer. Please note that the stonnwater msmag~ent plan has n.ot been approved by RCWD llD.d it is recommended that flll .StonnwlI.ter Managem.ent' pending items be addressed prior to finalizing the pondius and flowage casem.ent document. 7. The submitted. dechu:ati,on for mainten8tl.ce of .tcnnWQ,ter. facilities lists covered facilities as 'Retention Pond~ and. 'Biofiltrati,on Basin., which is consistent with tJle latest grading plan. However, these features IIR to be d.elin.eated and labeled on 'Attac1unent B', whioh. was not included with th.e Bubmittal. This attacbm.erJ.t i.s requ,ired for review by the District Engmeer. Please ttote that 131.0 stDrrrJ.water m,anagemcnt pllW has not been approved.. by RCWD and it is recom.mended that 811 ~Stormwater MBJ)a.g6ml.'nf pend,~ .items ,be addretlsed prior to finalizing the declaration mr mainteo.n.ce of gtormwater fllciJiti.e$. Boaro Action.: ammon! &. Olivier Resources, loco -,. 7/291O~ 5L MEMO \)rPA~ ~ ~Jtr d-CJo~ W :;.(:P~ v/'-ce~' ~~ S)) ~ ---~~ \. 0 ~ Js- -\ >(l~r- . \.)~ 'V. ,-c-V" ~ ~ '2;;. ? cJ() ~ \ SOD 5~. ..---: . J~ U '\0-' I.. Date: 10 July 2006 To: Dallas Larson, City Administrator Paul Palzer, Public Works Director/Building Official ~ From: Re: Snowplow Replacement +111 1 1+++++++++++++++++++++++++++++++++++++++++++++++++++++++++ I have received quotes through the state's vendor bid system for the replacement of the 1985 Ford plow and sander unit. The new truck would be a 2006 Sterling, similar to our 2001, but with many new updates, The plow, box and lighting n'ould be an enbaaced system including a belly scraper, an elliptical box and a new LED lighting system, eliminating the blinding effect of the current strobe system on the driveL Other upgrades include a rear mounted wing plow verses a front mounted wing, relocation of the hydraulic valve bank in a seal exterior box with the hydraulic tank mounted in front of the box above the frame, The electronic controls of the sander will automatical\'j '.:.top sanding when the truck comes to a stop, An aluminum fuel tank instead of steel and an LED strobe on the end of the wing plow. Both the new truck and components are much more user friendly and more reliable for extended life of the vehicle. The total costs are below and the cost to replace tms same truck in 2007 will be $18,000.00 - $20,000.00 due to the new pollution control devices on the truck and a scheduled 15% increase for all ofthe body and plow components form J- Craft. The other issue is that 2007 vehicles will only be able to run on new fuel, which is not yet available, and will have higher maintenance costs associated with the new pollution exhaust system. r would recommend to that the Council approve the purchase of the new truck and components as listed. The truck will take about 4 months for its build and the body, plow and lighting another month. This would leave us with a deliver date in December if we order by August 1 st. I would also like to cbange out the two front strobe lights on the 2001 Sterling with the new LED lights due to the blinding glare of the strobes in the mirrors of the driver (usually they drive with them off now due to this issue). This would add another $1,500.00 to the final cost. The total cost of the new truck without tax or delivery is $116,565.00, of which $58,943- is for the Sterling and $57,622.00 for the body, plow, sander and lighting components. Total anticipated costs are about $120,000.00. The 2001 Sterling was about $105,000.00. 53 l/ ~ -5 .....J EPA The 2007 Challenge for On-Road Trucks Ultra Low' Sulfur Diesel Fuel': ..... .' · ds pprn-'. designated S-15 ,e' 'Same'iubricity .. as todciy's diesel fuel", " '.' . .' BackWards .'compatible - . works in older engines' Diesel Particulate Matter Reduction with. Active. Diesel Particulate Filter .,.~.~~~t;ti!..~~. .:~~~~~i.~.~~~~'! ia'!~i.':.. ;,wt~~~'!".~.t~.~'.~.t~.~', ~.~-~"~.~."~.'.~.~!.'!i ~._ .'!.~~.~.'t..~.,,:'~fI:~., ,.~;~~.,~t~t~!~~~~t~f .~..~.....t..~.-..~ .i.:.'!ia~~!.=..!. ~~ I ' I ' " ) J - ...._~ :.ld. : ~ .or. ,\ ~ . , .... <, . Ash Loaded New.' '~,..' LUbricati"g';.: .... ~~.k~ ~;g~~~ · L~ssthan1 %: . ashcooten(} ',.' '. · BetterIUbrid~~ing properties' and", long~r l.ife.,5f;'. · . BackWards: compatible ... New Minimum Maintenanc, Requiremei!ts · Diesel Particuh:lte Filter (DPR). requiredto' . accumulate" 150,000 miles . before having, to have ash removed .NO~~~' ,- . 'RedGction. ..' :illin . h'''25:':.30%' er.: .. :i" ~ "; ~~i:~'~}f ,.:,-< -, ,..;'~,.:.-~> -, :C'"c.' ~ ':'._;';.~:: . "J::.t~." '::'.'i1::~. . -""'""L' .~-",:(, -" '1III~""factu..rer RUI1.JI1-Use Emission Co..n~'ilulce l'es~i?9. ..... .... In;U~e~rnission Comp,liance' Testing .. . EP.A~i" .'. ..... .... ra:ridomly test . unit~il1 operation ul1i:f~r 6periiting conditions. . nS1Ners 'c.;r'~'.'. . . a EPA Aftertreatment Device Components Exhaust Gas From Engine Temperature Sens t Outlet Manno. Connection 01_ Oxidation catalyst (DOC ONLY) ,~ ~t I ~ ~! - - 100 Ibs. 42" 'I 113" l4" 1901bs. . . I . I 1 , . 1501bs. " I i . ,', Maximum "., ;::'~~~~S}H2J ....J,,,. t.-- -45" Hortzontal. 48" Vertical ---to! -115Ibs. "'~8"'" r-- 45"--; r-- 48" --; Horizontal Vertical -115Ibs. each <,$wers 51 EPA Emission Levels Over the Years 0.6 0.5 - l- OA .c I a. .c .a 0.3 -- ~ 2: 0.2 a.. 0.1 0.01 0.2 1.0 2.0 3.0 4.0 5.0 6.0 NOx (g/bhp-hr) Challenge: NOx and Particulate Matter (PM) have an inversely proportionate relationship. As NOx is reduced PM is increased and vice versa. Criteria Solutions "Certified" engine system High rate EGR or other >~~=,,~>~=="<,~~~~.~~~engine technology Periodic truck testing New engine ATD after truck sale_~'~~=',""""""""""""h'","'~~~~ Sulfur content from New fuel - available: 500 PPM to 15 PPM - At refineries June 1, 2006 _~,.=..~~~'"'~=.,=,==,==".===.,.," - At trucks stops Sept. 1 , 20q6. ~ Ash content 1 % or less Available 1-1-07 API - CJ-4 - ~~.:I,"",:rl:""""",","'.2..""'.1>"-r--"_',_"",""",,,,,,~~",,c,"~~~"~""'-_ Adjust or clean no Partially self cleaning ATD's more frequently than: Multiple modes 150,000 ~.ile~=<2!'~~&oq hour~.,~~_.,,<c..~ __~u~ 100,000 miles or 5 years on Long life parts Including: emissions related devices - ATD's - Exhaust plumbing Revised design criteria Rules Transient emissions testing . Manufacturer run-in ~issions testin2....=. Ultra Low Sulfur Diesel fuel Low ash engine oi~ Diesel particulate filter maintenance EPA Warranty EPA Useful life NUx Reduction 81.7% from 1990 to 2007 185,000 miles or 10 years Class 6/7 435,000 miles or 10 years or 22,000 hours - Class 8 . nS.1NerS 'j;j.~SAt~~" ~ ",)-~.< :.'f~~@!; 51 EPA Aftertreatment Regeneration Intake Throttle ~ Valve ~ Doser: · Meters fuel mist into exhaust Aftertreatment Device: · Passive Regeneration · Dosing to force regeneration EGR~"'" Valve EGR Cooler ~~ DOC DPF '\~~{?&~~~1!~~~f/~ Caterpillar Regeneration System 2-Stage Turbocharger III CGI Mixing Valve III CGI Cooler Aftertreatment _.=- Device ..~'i<'4-;o;.~- ~ _ Clean Gas ~~ Induction (CGI) Line 1 Engine Derate lnitlat~d Engine Shutdown Service Stationary High Idle Soot --------------------------------------- Level "Automatic" Active Regeneration Passive Regeneration Time Filter Regeneration Strategy Passive Regeneration · Exhaust temperatures generates enough heat to burn soot and turn it into carbon dioxide and water ----)- ash. · Filter backpressure is reduced Active Regeneration · Exhaust Gas Temps >600oC/11 OooF · Exterior Spatial Temperature Range 250oC/480oF to 3000C/5700F Skin/Body/ V-Band · Interior filter remains hot for a long period of time (order of hours) swers 59 EPA Western Star EPA07 Exhaust Systems -e. :"/i,';cC' : f";",.;",...! ,;;~&i.... ............. ~Ol~~i-G. Horizontal ATD, Vertical Stacks · Single RH Hz AID, Single RH Vertical Stack · Single RH Hz AID, Dual Vertical Stacks · Dual Hz AID, Dual Vertical Stacks (C15 only) Vertical Frame Mounted ATD · Single RH Vertical AID · Dual Vertical AID (C15 only) i,o DPF Regeneration Control Dash Lamps and Switch DPF Regeneration Switch .$wers ,~'l.~<:-,:-':" &/ No Exhaust Modification The ATD and Exhaust pipes will be part of EPA and safety certification. Relocation will not be allowed. Tailpipe modification will be allowed following specific guidelines for material, temperature protection and maximum backpressure. "..;.swers . .~'< c. };;;c :-: ... ~ JUN-28-2006 17:03 BOYER 6126763805 P.01/25 .- ,. ,w~.OYIIR -,' . .... ..' 'lf~ClD@[A@ ~-- All. ~. iloycr Trucks Rogers 21701 In.dustrial Boulevard Rogers, MN 55374 612-676-3800 ok 800-220-8495 Fax: 612-676-3805 Daryl Anderson Direct Din); 612-676-3804 Fax; 612-676-3805 Emn iJ; cia ndcrson@,boyerfl'llcks.com Facsilnile translnittal TO~A . Fox: ~ ~C./ - ~'$2:;1- &,6~ . Dala: ~. .P~-~~ Ci Urgent c.: For Review :::J Ploaso Commenl P,g." .:?-~ _.___ ..E.~ Reply Notes: ~~. .~ - " ;. --A-~..~~~~~~~~ ';t4 ~. 7 ;JZ-~ -...~ ,. / hP~~v- -,~L " d3 JUN-28-2006 17:03 prepantd. for. PAUL PALZER CITY OF CENTERVILLE-MNOOT CITY HALL 1880 MAIN STR!: CENTERVlUE, MN 55038 Phone:651~29-4750 BOYER 6126763805 P.02/25 Prepared by: Caryl Anderson BOYER TRUCKS ROGERS 21701 INDUSTRIAL BLVD ROGERS. MN 55374 Phone; 612-678-3800 'Q U 0 TAT ION j _~f::'#'l\r:'1!:~~~r.1I:jl;:ili,"~'ii::illi>I'illiiM4'~if.J:l:1';t:~~J~l1l~i!;{~J~~f.t/,'1iml~~~~~;%.t~~':;J;Iill:~ ~ ' ~'r~~~~!!?!Hll..!j~lll.\W~~i!i?-~~"'llllI.IWl~~~~ SET FORWARD AXLI: - TRUCK' .-.,., . -- 16,000# FLAT LEAF FRONT SUSPENSION CAT C7 275 HP @ 2200 RPM; 2400 GOV RPM 860 LBIFf 111" BeC CONVENTIONAL Sn:SLCAB @ 1440 RPM' NO SLEEPER BO:xJS.LEE.PERCAB,'~, ALLISON 3500 RDS AUTOMATIC TRANSMISSION WITH 4225MM (166")WHEELBASE PTO PROVISION NO FIFTH WHEEL RS-23-160 R-SE.RIES SINGLE REAR AXLE @ 23,000# 7116" X 3-9/16" X 11.1/S" STEEL FRAME (1;11MM X 23.000# FlAT LEAF REAR SPRING SUSPENSION WITH 282.6MMJ,431" X 11.13-)120KSI HELPER AND RADIUS ROD 1600MM (63") REARFAAME OVERHANG AF-16.0..s 16,000# FL1 71.0 KPU3.74 DROP SINGLE ' FRONT AXLE r" "{ .ol"~ ~"''',Ir~ 0:::''' , .~,;lllld: ~". \ I~', t/ :1~ t Illl.,t; . : .., ,'" ,,'.1 ,or" ",:,...IIllo-'+' ., "';;J ~~~c~'l;il!iidi~~ ',d~~<;:' '," ...... ;~n!'~~~:~~~::~\ . FEDERAL' exCISE TAX (Fen TAXES AND FEES OTHER CHARGES $ $ $ PER UNIT TOTAL 59.050 $ 59,050 100 $ 100 0 $ 0 59,150 $ 59,150 (207.0) $ (207.0) 0 S 0 0 $ 0 VEHICLE PRICE EXTENDED WARRANTY DEALER INSTALLED OPTIONS CUSTOMER PRiCe BEFORE TAX TOTAL #OF UNITS (1) $ $ $ S _' ';';""'2'li9"'"'\<;";''''''~:<I_m'',ilI'''"' ." ..~ . " . ,.;~t~~':;"4.~1:_~;':;:'A.~. . .~. ~;~. J:J01:!- . o\U~:!t:~~~~ l _L')' TRADE-IN ALLOWANCE $ (0) $ (0) BAlANCE DUE (lOCALCURRENC~ $ 58,943 $ 58,943 COMMENTS: Projected delivery on _I _I _ provided the order Is received before _I _I _' APPROVAL: Please Indicate your acceptance of this quotation by signing below; Customer: X Date: Application Version 5.3.312 Data Version PRI.-22J_DD7 New File .~.. ""'" STERLING 06/28/20063:39 PM Page 2 of 12 ......."c... &/ JUN-28-2006 17:04 BOYER 6126763805 P.03/25 Prapal'9d by: D8ryl Anderson BOYER TRUCKS ROGERS 21701 INDUSTRIAL BLVD ROGERS, MN 55374 Phone; 612.676-3BOO Prepared for: PAUL PALZER CllY OF CENTERVILLE-MNDOT CITY HALL 1880 MAIN STRE CENTERVllLE, MN 55038 Phone: 651-429-4750 SPECIFICATION PROPOSAL . ~r' WolGht Front WeIght. Rear : S~l!N.~_ PRL-22J (EFF:01l1 0/08) , :::~:;if~:,~~~~:~.:t]~., . ""t.;~., ...,.,,~. _,~:-"bJ.~.::..:... SPECPR021 DATA RELEASE VER 007 .. 'il\r~r.lt-1i~ . Q . ~";'i,'lt.~ '" .o!'" ~ .'"Ii . ...'e ". "..."-" STERLING L 8500 CHASSIS 2007 MODEL YEAR SPECIFIED SeT FORWARD AXLE - TRUCK STRAIGHT TRUCK PROVISION LH PRIMARY STEERING LOCA llON 5.520 4,030 TRUCK CONFIGURATION DOMICILED. USA 50 STATES (WITH CALIFORNIA) UTlLITY/REPAIRlMAINTENANCE SERVIce GOVERNMENT BUSINESS SEGMENT DIRT/SAND/ROCK COMMODITY TERRAIN/DUTY: 100% (ALL) OF THE TIME. IN TRANSIT, IS SPENT ON PAVED ROADS MAXIMUM 8% EXPECTED GRADE SMOOTH CONCRElE OR ASPHALT PAVEMENT - MOST SEVERE IN-- TRANSIT (BETWEEN SITES) ROAD SURFACE STERLING 7500/6500 BASIC WARRANTY EXPECTED FRONT AXlE(S) LOAD: 16000.01bs EXPECTED REAR DRIVE AXLE(S) LOAD: 23000.0 Ibs EXPECTED GROSS VEHICLE WGT CAPACITY : 39000.0 rb5 FRONT PLOW/END DUMP BODY NO rRAILER SPECIFIED 06/2812006 3:39 PM Application Version 5.3.312 Data Version PRL-22J.007 New File ~ STERLING Tllue". Page 3 of 12 ~!J JUN-28-2006 17:05 BOYER prepared for: PAUL PALlER CtlY OF CENTERV1LLE-MNDOT CITY HALL 1880 MAIN STRE CENTERVILLE, MN 5503B Phone: 651-429-4750 6126763805 P.04/25 Prepantd by: Daryl Andel'Gon BOYER TRUCKS ROGERS 21701 INDUSTRIAL BLVD ROGERS, MN 55374 Phone: 612-676-3800 Weight WeIght DeGcrlptlon Front Rear CAT C7 275 HP @ 2200 RPM; 2400 GOV RPM 860 LBIFT'@ 1440 RPM 2004 EPAlCARB EMISSION CERTIFICATION OIL FILL AND DIPSTICK LOCATED FOR ENHANCED SERVICEABILITY DUAL AIR INTAKE,lH AND RH, INSIDE/OUTSIDE 1,~ WITH DONALDSON AIR CLEANER, FIREWALL " MOUNTED , " DR 12V 145 AMP 24-SJ QUADRA MOUNT PAD ALTERNATOR (3) ALLIANCE MODEL 931, GROUP 31, 12 VOLT 40 10 MAINTENANCE FREE 1950 CCA THREADED STUD BATTERIES BATTERY BOX WITH ALUMINUM COVER MOUNTED LONG SIDE TO RAIL, CAB WIDTH SINGLE BATTERY BOX FRAMe MOUNTED RH SIDE UNDER CAB FRAME GROUND RETURN FOR BAITERY CABLES NON-POLISHED DIAMOND PLATE SA TTERY BOX COVER NO JUMP START POST NO CLUTCH BW SERIES 550 13.2 CFM COMPRESSOR. WITH SAFETY VALVE STANDARD AIR COMPRESSOR GOVERNOR TEFLON COMPRESSOR DISCHARGE LINE ELECTRONIC ENGINE INTEGRAL SHUTDOWN PROTECTION SYSTEM SINGLE HORIZONTAL RH MUFFLER WITH CAB 40 10 MOUNTED VERTICAL TAILPIPE, UNDER FRAME RO~T1NG ' FLEXIBLE 8T AINLESS STEEL EXHAUST PIPING 12' DO" (144"+0/-6") eXHAUST SYSTEM HEIGHT ALUMINUM AFTERTREA TMENT DEVlCElMUFFLEfV!''AILPIPE SHIELO(S) BORG WARNER VISCOUS FAN DRIVE CAT SPIN ON FUEL FILTER FUEL LINE PRIMeR PUMP FULL FLOW OIL FILTER 1000 SQUARe INCH ALUMINUM RADIATOR REMOTE MOUNTED SURGE TANK ANTIFREEZE TO -34F, ETHYLENE GLYCOL PRE. CHARGED SCA HEAVY DUlY COOlANT AppllcaUon Version 5.3.312 Data VersIon PRI.-22J,007 New File CP STERLING T II U, c:: fC . 0612812006 3:39 PM Page 4 of 12 ~~ - ---.-- ..'_..,.....,,,~,,.- ,"--.,-,.........'-......, ""'..:',;. . ,..,:'. JUN-28-2006 17:06 Prepared for: PAUL PALZER CITY OF CENTERVILI.E-MNDOT CITY HALL 1880 MAIN SmE CENTERVlLLE. MN 55038 Phone:65142~150 BOYER 6126763805 P.05/25 ,.rup_ II)'. Daryl Anderson BOYER TRUCKS ROGERS 21701 INDUSTRIAL BLVD ROGERS. MN 55374 Phone:812.67~38QO Weight WeIght OescripUon Front Rear GATeS BLue STRipe COOLANT HOSES CONSTANT TORqUe ClAMPS; CONSTANT TORQUE: FOR COOLANT HOSE 1"INSIDE.DIAMETER AND LARGER. 1310 ADAPTER FLANGE FOR FRONT PTO '- ,10 PROVISION PHILLIPS- TEMRO 1000 WA TIn 15 VOLT BLOCK -4 HEATER . CHROME ENGINE HEATER REaCEPTACL.E MOUNTED UNDER LH DOOR IRON FLYWHEEL. HOUSING AIR INTAKE WARMER DELeo 12V 38MT HD STARTER ALLISON 3500 RDS AUTOMATIC TRANSMISSION WITH PTO PROVISION Y<"iMf.~$1f. . ,iz'S_,.....,:JdjJ:. WTEC CALIBRATION. 6 SPEED RDSlTRV (PACKAGE , 13) '<-' , ~ '. MAGNEllC PLUGS. ENGINE DRAIN, TRANSMISSION DRAIN. AXLe(S) FILL AND DRAIN PUSH sUTTON. ELECTRONIC SHIFT CONTROL. DASH MOUNTED WATER TO OIL TRANSMISSION COOLER -IN RADIATOR END TANK TRANSMISSION REAR SUPPORT LEAF SPRING TRANSMISSION OIL CHECK AND FILL WITH ELECTRONIC OIL LEVEL CHECK 230 70 .,..,:~ 10 AF-16.o-S 16.000# Fl1 71.0 KP1/3.74 DROP SINGLE 190 FRONT AXLE MERITOR 16.5X6 Q+ CAST SPIDER CAM FRONT BRAKES. DOUBLE ANCHOR, FABRICATED SHOES NON.ASBESTOS FRONT BRAKE LINING CONMeT CAST IRON FRONT BRAKE DRUMS FRONT BRAKE DUST SHIELDS 5 CHICAGO RAWHloe SCOTSEAL FRONT OIL SeALS STEMCO ALUMINUM VENTED FRONT HUB CAPS WITH WINDOW AND cENTER AND SIDE PLUGS. OIL STANDARD SPINDLE NUTS FOR ALL AXLES GUNITE AUTOMATIC FRONT SLACK ADJUSTERS WITH STAINLESS STEEL CLEVIS PINS ApplicatIon Version 5.3.312 Data Version PRL-22J_OQ7 Nl}W Rle ~ .. '-.- . . " . ~~ . STERLING 06/26/2006 3:39 PM Page 5 of 12 T R U c: It . ~1 JUN-28-2006 17:06 BOYER 6126763805 P.06/25 Pr.epared for: PAUL' PAllER CllY OF.CENTERVILLE-MNDOT CITY HALL 1880 MAIN STRE CENTeRVILLE. MN 55038 Phone: 651-429-4750 Prepared by: Daryl Anderson BOYER TRUCKS ROGERS 21701 INDUSTRIAL BLVD ROGERS, MN 55374 Phone: 612-616-3800 Description POWER STEERING DUAL, TRW THP-60 POWER STEERING WITH RCH 45 AUX GEAR. POWER STEERING PUMP 2 QUART SEe THROUGH POWER STEERING RESERVOIR WeIght Front Weight Rear . ~~, 16,000# FLAT LEAF FRONT SUSPENSION GRAPHITE BRONZE BUSHINGS WITH SEALS - FRONT SUSPENSION FRONT SHOCK ABSORBERS 200' 50 .. RS-2a-160 R-SERleS SINGLE REAR AXLS'@ 23.000# 6.14 REAR AXLE RATIO IRON REAR AXLE CARRIER WITH STANDARD AXLE HOUSING 176T MERITOR MAIN DRIVELlNE WITH HALF ROUND YOKES DRIVER CONTBOUED TRACTION DIFFERENTIAL . SINGLe REAR AXLE MOBIL SYNTHETIC SAE 75W-90W ALL AXLES MER/TOR 16.5X7 Q+ CAST SPIDER CAM REAR BRAKES, DOUBLE ANCHOR, FABRICATED SHOES NON-ASBESTOS REAR BRAKE LINING CONMET CAST IRON REAR BRAKE DRUMS REAR BRAKE DUST SHIELDS CHICAGO RAWHIDE SCOTSEAL REAR Oil SEALS . HALDEX LONG STROKE 1-DRIVE AXLE SPRING PARKING CHAMBERS GUNITE AUTOMATIC REAR SLACK ADJUSTERS WITH STAINLESS STEEL CLEVIS PINS 160 25 25 20 10 5 23.000# FLAT LEAF REAR SPRING SUSPENSION WITH HELPER AND RADIUS ROD SPRING SUSPENSION - NO AXLE SPACERS STANDARD U-BOLT PAD FORe/AFT CONlROL RODS 80 WASCO 4S/AM ASS WITHOUT TRACTION CONTROL ENHANCEMENT REINFORCED NYLON, FABRIC BRAID AND WIRE BRAID CHASSIS AIR LINES STANDARD BRAI<E SYSTEM VALVES AppllcatJonVerslon 5.3.312 Data Version PRL~22J.007 New Fila ~ STERLING 'I'ltUCIl:. 08/2812006 3:39 PM Page 6 of 12 ~f .,~..:., .-_;~,,,, ......'.' ,.<:.C'.''':', -,'.".. .,- , .h..~,: . "..' "-'-, :'.' '~"~';',~";':.~'.""~,,,; .c;"..:;,'-'.,.....:-.".'.;:l,~~\'-".,;.;.!:... JUN-28-2006 17:07 BOYER 6126763805 P.07/25 Prepared by: Daryl Anderson BOYER TRUCKS ROGERS 217011NDUSmlAl BLVD ROGERS. MN 55374 Phone:B12-676-3800 Pntpared for. PAUL PALlER CITY OF CENTERVILLE-MNDOT CITY HALL 1880 MAIN STRE CENTERVILLE. MN 55038 Phone: 651-429-4750 Weight Weight DlIlIcl1ptlan Front Rear RELAY VALVE WITH s.a PSI CRACK PRESSURE NO REAR PROPORrlONING VALVe MERITOR WASCO SYSTEM SAVER 1200 HEATED 20 AIR DR~ER WITH PRESSURE CONTROL VALve AIR DRYER FRAME MOUNTEO . , STEEL AIR BRAKE RESERVOIRS PETCOCK DRAIN VALVES ON ALL AIR TANK(S) , 4225MM (166") WHEELBASE 7/16" X 3-9116U X 11-1/8" STEEL FRAME (11.11MM X 160 250 282.6MMI.437" X 11.13")120KSI 1600MM (63") REAR FRAME OVERHANG FRAME OVERHANG RANGE: 61. TO 70. -20 80 24" INTEGRAL FRONT FRAME EXTENSION 100 SQU~E END OF FRAME STANDARP wEIGHT ENGINE CROSS MEMBER STANDARD MIDSHIP #1 CROSSMEMISER(S) STANOARO.sE~OST CROSSMEMBER STANDARD SUSPENSION CROSSMEMBER . . '1' NO LH OR RH BACK OF CAB Access NO DECK PlATE 16.5~ PAINTED STEEL STRAIGHT BUMPER NO MUOFIAP BRACKETS NO REAR MUDFLAP GRADE 8 THREADED HEX-HEADED FRAME FASTENERS NO FIFTH WHEEL NO 5TH WHEEL LOCATION NO FIFTH WHEEL LEG HEIGHT NO FIFTH WHeEL PLUMBING NO FIFTH WHEEL RELEASElINST. NO RH FUEL TANK -80 -20 80 GALL0Nl302 LITER RECTANGUlAR ALUMINUM FUEL TANK LH RECTANGULAR 9 ALUMINUM FUEL TANK BRACKET(S) Application Version 5.3.312 Data Version PRL-22J.007 New File ~ ~ STERLING ,."ucwc;. 06/28/2006 3:39 PM Page 7 of 12 tf;r; JUN-28-2006 17:07 BOYER 6126763805 P.08/25 Prepared for: PAUl:. PALZER CITY OF CENTERVlLLE-MNDOT CITY HAll.. 1880 MAIN STRE CENTERVlLLE, MN 55038 Phone:651-42~750 Prwpared by: Daryl Anderson BOYER TRUCKS ROGERS 217011NDUSTRIAL BL VO ROGERS, MN 55374 Phone: 612-676-3800 Delierlptlon PLAIN ALUMINUM/PAlNTED STEEL. FUEUHYDRAULIC TANK(S) WITH PAINTED BANDS FUEL TANK(S) FORWARD FUEL TANK CAP(S) eQUIFLO INBOARD FUEL SYSTEM REINFORCED NYLON FUEL HOSE NO FUEL COOLER IN TANK FUEL LEVel SENDER(S) Weight WeIght Front Reaf . ,-10 , ~~L;t 31 S/80R22.5 20 PLY RADIAL FRONT TIRES GOODYEAR G287 31S/80R22.5 20 PLY RADIAL FRONT TIRES 11 R22.5 14 PLY RADIAL REAR TIRES GOODYEAR G328 11 R22.5 14 PLY RADIAL REAR TIRES 78 64 CONMET IRON FRONT HUBS CONMET IROi\r~R HUBS ACCURIDE 29039 22.5X9.00 10-HUB PILOT 5.25 INSET 5-HAND STEel DISC FRONT WHEELS ACCURIDE 28408 22.5X8.2510-HUB PILOT 2-HAND STEEL DISC REAR WHEELS 42 -16 111" BBC CONVENTIONAL STEEL CAB RH CAB DOOR(S) WITH 55 DEGREE DOOR STOP LH CAB DOOR(S) WITIi 55 DEGREE DOOR STOP NO SLEEPER BOXlSLEEPERCAB NO AIR SHIELD OR BRACKETS STERLING VALANCE PANEL AIR CAB MOUNTS 2" FENDER EXTENSIONS LH AND RH EXTERIOR GRAB HANDLES AND RH INTERIOR GRAB HANDLE MOUNTED TO 'N POST RADIATOR MOUNTED SILVER METALLIC PAINTED PLASTlC/ALUMINUM GRILLE FIBERGLASS HOOD WITH LH AND RH BUTTERFL V OPENINGS NO NOISE SHIELD-ENG COMPARTMENT DUAL ROUND AIR HORNS, SINGLE BASE, CAB ROOF MOUNTED ' 4 20 10 10 8 Application Version 5.3.312 Data Version PRL-22J.007 New File ~ ,. ,'''' . '. 5T~"LI.N~ 08/28/2008 3:39 PM Page 8 0(12 TltUClC1 1tJ JUN-28-2006 17:08 BOYER ~rep'a...d for: PAUL PALlER CITY OF CENTERVILLE.MNDOT CITY HALL 1880 MAIN STRE CENTERVILLE. MN 55038 Phone:651~2~750 DesGrlptlon SINGLE ELECTRIC HORN DUAL SNOW SHIELDS AL.L. L.OCKS KEYED THE SAME SINGLE RECTANGULAR HALOGEN HEADLIGHTS WITH SILVER METALLIC PAINTED BEZELS AERODYNAMIC MARKER LIGHTS - SMALL WIRING AND SWITCH FOR CUSTOMER FURNISHED SNOW PL.OW LAMPS . INTEGRAL STOPITAIUBACKUP LIGHTS STANDARD FRONT TURN SIGNAL LAMPS DUAL STAINLESS SreEL HEATED MIRRORS DOOR MOUNTED MIRRORS 96" EQUIPMENT WIDTH LH AND RH a" BRIGHT FINISH CONVEX MIRRORS MOUNTED UNDER PRIMARY MIRRORS LH AND RH FENDER MOUNTED aa STAINLESS STeEL CONVEX MIRRORS WITH TRIPOD BRACKETS NO EXTERIOftS,lJN VISOR (2) 15"X26" TINTED REAR WINDOWS TINTED DOOR GLASS LH AND RH WITH TINTED OPERATING WING WINDOWS RH AND L.H EL.ECTRIC POWERED WINDOWS LOWER RH DOOR WINDOW WITH FRESNEL LENS TINTED WINDSHIELD a LITER WINDSHIELD WASHER RESERVOIR WITHOUT FLUID LEVEL INDICATOR AND WITH REMOTE FIL.L 6126763805 P.09/25 Prepared by: Daryl Anderson BOYER TRUCKS ROGERS 21701 INDUSTRIAL BLVD ROGERS, MN 55374 Phone: 612-676-3800 Weight Weight Front Rear 9 a 4 OASIS TAN VINYL INTERIOR LH MOLDED DOOR PANEL WITH UPPER VINYL AND L.OWER CARPET INSERTS RH MOLDED DOOR PANEL WITH UPPER VINYL AND LOWER CARPET INSERTS DARK TAUPE VINYL MATS WITH SINGLE INSULATION DASH MOUNTED ASH TRAYS AND LIGHTER FORWARD ROOF MOUN:rED CONSOL.E 10 L.H DOOR MAP POCKET (1) COAT HOOK ON BACKWALL OF CAB (2) CUP HOLDERS LH AND RH DASH SAHARA/ASH WING DASH (1) DASH MOUNTED WINDSHIELD FAN 5 Application Version 5.3.:312 Data Version PRL.22J.007 New File ~ .. .., . STERLING TRUCKS 06/2812006 3:39 PM Page 9 of 12 1/ JUN-28-2006 17:08 BOYER Prepared far. PAUL PALlER CITY OF CENTERVILLE-MNDOT CITY HALL 1880 MAIN STRE CENTERVlLLE. MN 55038 Phone: 651-429-4750 Description HEATER, DEFROSTER AND AIR CONDITIONER MAIN FRESH AIR INLET AND MAIN RECIRCULATION FILTERS MAIN HVAC CONTROLS WITHOUT RECIRCULATION SWITCH STANDARD PLUMBING WITH SHUTOFF VALVES SANDEN COMPACT AIR CONDITIONER COMPRESSOR RADIATOR MOUNTED AIR CONDITIONER CONDENSER ' BINARY CONTROL, R-134A CAB INSULATION AUTOMATIC SELF.RESET CIRCUIT BREAKERS CENTER MOUNTED DOME LIGHT AND LH AND RH COURTESY LIGHTS IN KICK PANELS CAB DOOR LATCHES WITH MANUAL DOOR LOCKS EZYRIDER MID BACK AIR SUSPENSION,DRIVER SEAT WITH ADJUSTABLE LUMBAR SUPPORT EZYRIDER ~ID BACK NON-SUSPENSION PASSENGER'SEAT DUAl DRIVER AND PASSENGER SEAT ARMRESTS CLOTH WITH CLOTH INSERT DRIVER SEAT CLOTH WITH CLOTH INSERT PASSENGER SEAT 3 POINT ADJUSTABLE D-RlNG RETRACTOR DRIVER AND PASSENGER SEAT BELTS ADJUSTABLE TILT AND TELESCOPING STEERING COLUMN 2-SPOKE 1 B" (450MM) BLACK STEERING WHEEL(S) DRIVERlPASSENGER INTERIOR SUN VISORS t' I~': 6126763805 P.10/25 , Prepared by: Daryl Anderson BOYER TRUCKS ROGERS 21701 INDUSTRIAL BLVD ROGERS. MN 55374 Phone: 612-676-3800 Weight Weight FrQnt Rear 60 80 40 a 10 STERLING ELECTRONIC GAUGE CLUSTER - ICU3 NO CLUTCH PEDAL WItH NON-ADJUSTABLE FLOOR MOUNTED BRAKE PEDAL AND NON- ADJUSTABLE SUSPENDED ACCELERATOR PEDAL BLACK GAUGE BeZELS MULnPLEXINSTRUMENTPANEL DARK TAUPE CENTER INSTRUMENT PANEL WITH FLA.T GAUGe INSERT LOW AIR PRESSURE LIGHT AND BUZZER 2" PRIMARY AND SECONDARY AIR PRESSURE GAUGES INTAKE MOUNTED AIR RESTRICTION INDICATOR WITHOUT GRADUATIONS Application Version 5.3.312 Data V8rslon PRL-22J.007 New File ~ . ',', .." , !iTI!Jil.LINO 'I'IlUCKS 06126/2006 3:39 PM Page 10 of 12 1J!- JUN-28-2006 17:09 preparwd for: PAUL PALlER CI1Y OF CENTERVILLE-MNDOT CllY HALL 1880 MAIN STRE CENTERVlLLE, MN 55038 Phone:a51~2~750 BOYER Description CRUISE CONTROL-ELECTRONIC, CONTROLS ON STEERING WHEEL SPOKES KEY OPERATED IGNITION SWITCH AND INTEGRAL START POSIl10N; 4 POSITION OFF~UWSTARTIACCESSORY ODOMETER/TRIP/HOURlDIAGNOSTICNOL TAGE DISPLAY: 1X7 CHARACTER. 26 WARNING LAMPS. DATALlNKED,ICU3 DIAGNOSTIC INTERFACE CONNECTOR, 9PIN. SAE J1S67/170aJ1939. LOCATED BELOW DASH 2" ELECTRIC FUEL GAUGE ELECTRICAL ENGINE COOLANT TEMPERATURE GAUGE TRANSMISSION OIL TEMPERATURE INDICATOR LIGHT ENGINE AND TRIP HOUR METERS INTEGRAL wITHIN DRIVER. DISPLAY ELECTRIC ENGINE OIL PRESSURE GAUGE STERLING AMIFM STEREO RADIO (2) RADIO ~~~~7RS (CAB ONLY) 30' AM/FM ANTENNA MOUNTED RH SIDE COWL POWER AND GROUND STUDS MOUNTED ON OVERHEAD CONSOLE ELECTRONIC MPH SPEEDOMETER WITH SECONDARY !<PH SCALE. WITHOUT ODOMETER STANDARD VEHICLE SPEED SENSOR WITH SPEED SIGNAL AT FUSE PANEL ELECTRONIC TACHOMETER 3000 RPM OMIT STANDARD HAND CONTROL BRAKE VALVE DIGITAL VOLTAGE DISPLAV INTEGRAL WITH DRIVER DISPLAY SINGLE ELECTRIC WINDSHIELD WIPER MOTOR WITH DELAY AND ARCTIC TYpe BLADES (3) POsmON ROTARY HEADLAMP SWITCH WITH SEPARATE MARKER LIGHT INTERRUPTER SWITCH, DIMMER WITH INTERIOR DOME ONE VALve PARKING BRAKE SYSTeM WITH WARNING INDICATOR . SIGNAL STAT ELECTRONIC SEl.F CANCELING TURN SIGNAL SWITCH WITH OVERRIDE HEAVY DUTY MECHANICAL TURN SIGNAL FLASHER 6126763805 P.11/25 .-IVt"';:".'" ...' Daryl Anderson BOYER TRUCKS ROGERS 21701 INDUSTRIAl. BLVD ROGERS, MN 55374 Phone: 612-676-3800 WeIght Front Weight Rear ., .'..., 10 PAINT: ONE SOLID COLOR Application Version 5.3.312 Data. VersIon PRL-22J .007 New File ~ STERL.lNG T'R'U C K S 06/28/2006 3:39 PM Page 11 of12 13 ":'".~.-.,- ,,:,,;,.~--:~'. , ,,'. ..;'-,:",'C,;-.....~'h.,\~-"'.' ,-,: :.,..~.;}:~~-;;,c: JUN-28-2006 17:09 BOYER 6126763805 P.12/25 Pl'flplll'ed by: Daryl Anderson BOYER TRUCKS ROGERS 21701 INDUSTRIAL BLVD ROGERS, MN 55374 Phone:612-67~3800 Prepared for: PAUL: PAlZER CITY OF CENTERVILLE.MNDOT CllY HALL 1880 MAIN STRE CENTERVILLE. MN 55038 Phone:' 651-4294760 Description CAB COLOR A; L649SEB MIDNIGHT BLUE MET ELITE ac BLACK, HIGH SOLIDS POLYURETHANE CHASSIS PAINT. VENDOR WHITE FRONT WHEELS/RIMS VENDOR WHITE REAR WHEELSIRIMS BUMPER PAINT: N3713EA MED TITANIUM MeT ELITE 55 Weight Front Wellilht Rear ,; ""i:I~b~!I"""'. :~'.~~~~~ .- Total Weight Front WeigtrtTolal Rear Weight Tolal Total Weight a909 LBS 4ITS LBS~ 11687LBS ~~~ ',;'; ~.; ;. RAW MATERIAL SURCHARGE 200212004 ENGINE EMISSIONS ESCALATOR DELIVERY & ORDER PROCESSING CHARGE TOWING EXTENDED/ROADSIOe SERVICE WARRANTY 1 YEARlUNllMIThD (-to) Weights shown are estimates only. If weight Is critical, contact sales application engineering. Application Version 5.3.312 Data VersIon PRL-22J,007 New File ~ ~ STERLING TRUCK. 06/2812008 3:39 PM Page 12 of 12 1t/ ~ JUL-07-06 02:00PM FROM-J-Craft ..lJa[t!nJ!!J!?o ..i7 ,a~OI7 Or &HISu&.4 ;"rG 7ard ~tp.rt4 ~ ~ ~&~~#<Mr~ rG,e...!. WJ-~~ Date:;LL.;ZJ.C2b. Pages to follow: -L2-. Company:Q..~",-~.w~ ____ Fax Number:&S"I-_~~:'Jl?2:._'J Message: ,__.__.____~___~__._____ ~__~~...___,.__~~..._...~._ _ ...._..._.,.._'---__ .. +320-398-6123 T-727 P.OOl F-504 70127 - 330th Sf. Kimball~ MN 55353 Toll Free: 800-864-3828 Phone: 320-398-6122 Fax: 320-398-6123 www.j-craftfnc.com fill'(oVer leffer ; ,1- , (QV1>>~l'~_~ \,;::;i;.j-i----- ... .. ..... -....-- .....--... --.-,.-..".'--...-. ,_.._-_._._._......_..._..~ .._.__ _ __~ JO"._"~ .__...._.......,_...._..._. ........__ ____ __" . -,--.--..,;....,..---...-.-.........-..-........-...---:...-.--...- "'.----._..,.._..._ ....._..-_. 4, _-... _"M" ...._______...... ____.___ ~~. .___ __NO ........-.--...--"'" ---.. ............--....-----------------. - -----.-..-".. .-,_......-,.,....."...... ........-......-...--..--..-.--. ...--_.. ....~.-..... ....I..\N ..........._..._._..____. "-., ~.r ::.' ;_ ~ Fro~~ 1!J JUL-07-06 02:01PM FROM-J-Craft +320-398-6123 T-727 P.002 F-504 J-Cl;af'C. A D1vision of c~steel Mfg, Inc. 70127-330th Street:. Kimball, MN 55353 PAGE: 1 PAUL PALZSR CENTERV!LLE, CITY OF 1660 MAIN ST. CENTERVILLE MN 55038 Estimate~ Eg031Bl Estimated Lead Time: 10T012 Weeks Sstimate Dace: 07/07/06 Expiration Dace: 09/31/06 CUstomer No: 12545 Contact: Tom Gertgen No End CUstomer Noted ====~__~====~~====_~;======~==~;_~====~~~~=====~======~~~===~-~7=======~=~~~~-~=========~.==-- Ln Item Descript:.ion Qty , . - 'Unit I?ri~e' Extended Price =;__~========~~=~_;========~~~=__~==========~==w;;=========~======_;~~=====~======_;r=====~=~ - , 1 6041396 :2 999991 ULTRAMXR100CENTERVILLE06P770-45-36-36 MN SALES TAX 5 1/2 % 1 1 . 57;522.00 3,745.43 57,522.00 3/745.43 Having reviewed your equipment needs, and pursuant to the current STATE OF MN contract i435403, We are happy to offer this package for your consideration. PLEASE NOTE: 1. This quote is a summary of the. individual prices as indicated on the attached STATE OF MN pricing pages 2. F.O.B. point is J-CRAFT'sKimball, MN facility. ' .,.r ~ . ,_ ~ ~stimate Toeals: 61/367.43 Gl,367.43 ~---================~~~~--;===================~=~~========================~~~-=============== To help insure your sa~isfaction with J-Craft produces, please review all of the information listed on this estimate for accuracy, including proper quantities and specifications as listed when issuing a purchase order. please contact us directly if changes to this estimate are need~d. PO NBR~ DATl::: ACCEPTED 8Y~ F.O.B. Kimball, ~ unless noted otherwise above. ~ JUL-OT-06 02:01PM FROM-J-Craft +320-399-6123 d-CRAflT T-T2T P.003/020 F-504 a Division of Crysteef MfS, Inc. 70127 - 330f1/ Street Kimball, MN 55353 Ph: 320-398-6122 Fx: 320-398-6123 Toll Free: 800-864-3828 "Experts in ContracfDr " Municipal AppliCDt/"nsd Equipment Specifications Ref: EF03181 CENTERVILLE MODEL: 10Q-UL TRA-MXR DIMENSIONS: 10' long x 96" wide O.D. ,.' FRONT PANEL= .' 45" high, 3/16" AR-400 steel const, tubing top rail with inclined mount & rubber flap seal. SIDES: 36" high, 3/16" AR-400 steel panel, ( STRUCK SIDES), 18" radius comers, fully boxed top rails, 7ga 304 STAINLESS STEEL rear cm posts, 3 line sander manifolds @ REAR Corner post area, J-CRAFT "Fold- A-Way" access ladder - LH FRONT. TAILGATE: 36" high, 3/16" AR-400 main panel, 10 ga GRSO reinf, :3 panel design, 1-1/4" dia top & bottom pins, 1".~ thick upper hinges" 3/8" alloy spreader chains, forged-steel latches, airtrip ready linkage. (SEE ALSOc';" KSANDER" FOR flow plates typ!'!), . _ _._,J.-;:. r. . .. . FLOOR: 3/16" AR-400 steel, 48" wide flat area (continuation of side panels) with center seam. UNDERSTRUCTURE: wa" x 13.O#/ft struot (I-BEAM) longsills, w/8" struct ehnl rear bolster. PREP/PAINT: Exterior industrially blasted, EPOXY primed, & Finish coated with "one color" POlyurethane Enamel to Match cab. Underside undercoated. R,USTPROOFING; Applied to body underside. between longsills, vert exterior of longsills. L1GHTSIWIRE: FMVSS 108 compliant, rubber mounted LED clearance lights, LED Cluster of 3, w/Factory sealed wire harness, Ground strap, STROBEl STOP-TAlL-TURN IBACKUP light provisions (in corner posts), with lights provided by strobe System and installed. MUD FLAPS: Rear of rear tires, attached to mounts. (SEE ALSO FENDERS) CABSHIELD: 1/2 type, 24" cabshield, 7 ga const, Stationary "free-standing" style, Adj tubing strobe brkts, Cabshield mounted reservoir, vert. shovel holders, viewing window, Installed and painted. SEE ALSO STROBE SYSTEM Internet htrp:/lW'NW.j-craftinc.com ~ 1WrEF\ _.....~-- -Mombar- email: j-craftinfo@j-c:raftinc.com 11 JUL-OT-06 02:01PM FROM-J-Craft +320-898-6128 .J-CKAfiT T-727 P.004/020 F-504 a Division of Crysrael Mfg, Inc;. 70127 - 330th Street Kimball, MN 55363 Ph: 320-398-6122 Fx: 320-398~6123 Toll Free; 800-864-3828 "Exper/$ in ConfroctD,. '* Municipal AppliazfiDn$" HOIST: J-CRAFT, Model: P770, Overhang: see layout, Dump angle: 50. Double acting, W/solid block rear hinge point & (2) OSHA approved safety props PUMP: ' '... Front frame mounted, Engine crank-shaft driven, LS type. Make: FORCE Including an H.P. ball valve on pressure outlet. Model: P\MIH34L (4 c.i.), . ~~ . Make: FORCE-GRESEN Model: 4020E, 9 function. LS type. Providing comrol for. BOX HOIST, PLOW LIFT, PLOW STEER, WING TOE, WING HEEL, PUSH-BAR, SCRAPER, AUGER, & SPINNER. Including RELIEF on hoist, FLOAT on plOW, Wing-Loc valve for heel cylinder, & external valve ENCLOSURE. SANDER VALVE/CONTROL: Force America model SSC-1100 manually adj electronic control mounted ON TOWER in cab. (SEE "CONTROLS") CONTROLS:-- Morse cable controls, tower mounted off cab floor. NOTE:. hoist control to be 3 IJutton'-type w/functions for sand er sta ndby, sander blast, & tail gate RESERVOIR: 30 gal, CABSHIELD MOUNTED, WJsightJlevel glass, filler-breather, magnetic drain plug, 100 mesh suction screen, and gate type shut off valve. Filled with DEXRON III hydraulic oil. Low oil indicator system w/light provided and included. FILTRATION: Retum line type, INTANK mounted, wlreplaceable element, rond indicator installed. PLUMBING: 2" suction line, 1" main pressure line, 1-1/4" return line, balance to match component port sizing. All swivel fittings 37'" JIC or dry-seal type. MOUNnNG~ Included . FENDERS: SCSI model: M100 black poly fender set, w/bolt-on frame brackets, Installed TAILGATE TRIP: Solenoid activated air valve, w/piping and fittings, & installed STROBE SYS: WHELEN JCRAFT1 ALL LED system , w/Amber micro-edge front light heads on adj tubing cabshieJd front mount(s).'D' type STAINLESS srEEL housings mounted in rear comer posts w/Amber lights. Two TRI 3 lights mounted in the sides of the comer posts, one TRI 3 mounted on the end of the wing. TWO all LED work lights of sander and wing, Switches and flasher module mounted in cab. NOTE: OEM taillights will be mounted at or near stock position Internet http://w.wv.j-craftinc.com A ~-'~~oIOo - Ma"'bQr_ em ail: j-craftinfo@j-craftinc.com 1f JUL-07-06 02:01PM FROM-J-Craft +320-398-6123 .J-CRAflT T-727 P.QQS/020 F-S04 a Division of Crysceef Mfg, fnr;, 70127 - 330th Street Kimball, MN 55353 Ph: 320-398.6122 Fx: 320.398.6123 Toll Free: 800-864-3828 "Experts in Contractor & Municipal Applications" ACC'Y WORK LIGHT: (2) ea rubber encased clear work lights, With switches installed & labeled in dash IE: Sander light & Wing ~M " -.: r~, SNOWPLOW LIGHTS; Combo halogen headlight w/tum signal, mounted on Alum crossbar bracket, W/Selector switch dash mounted, & relay mtd on power dist panel ' .',' ' UNDERBLADE; Falls model IB-11A Fixed angle 11', RH discharge, 1~ thick moldboard, all mtg hdwe & plbg, WlPressure gauge cab mounted. Nitrogen accumulator cushion & auto reset, W/Extemal adj pressure reducing/relief valve included. Blade "down/reverse" alarm system provided and installed SNOWPLOW: Falls Model PR1243, REVERSEABLE ONE WAY SNOWPLOW. complete with all std equip, RUBBER SNOWFLAP, HIGH VIS END MARKERS& plow push unit for Falls #48-8 hitch system. Painted ONE COLOR Falls std LEAD-FREE paint color. Shipped lao~e in dump body. PLOW HITCH: Fall~ ~~det'#48-B RPB heavy-duty hitch system, complete with all std features, all mtg hdwe, wing post provision; plbg, & SA lift cylinder. Installed and painted gloss black. SNOW WING: Falls Model SDL-10 ALL HYD snow wing, SCRAPER mount. complete with all std features, NITRO- CUSH HYD PUSHBAR. wi protective sleeve & all mtg hdwe & plbg, installed complete. and painted HWY ORANGE Falls std LEAD FREE paint color. SANDER: Falls Model #1ASD.9SS STAINLESS STEEL under-gate sander, 9" dia auger. EXTERNAL-REMOVABLE side spill plates, LH poly spinner ass'y, plbg & mtg hdwe. Installed. Internet http://'N\W/,j-craftinc,com ~ IWrI!P\ _....~-""" - Mombor_ email: j-craftinfo@j.craftinc.com 1r; JUL-OT-06 02:01PM FROM-J-Cratt +320-398-6123 T-T27 P,006/020 F-504 ,p~.CJ; ~~D~.~E: 1.9." "" : ,. . Box : ,I. "',( :,;1: ' ,: I : "'.:' :,:1: .,{ ..:" ,'.. ,.. .:. , VENDOR to',PRoVIDe :,:,,:' ", ,{~,PI:.LOWING':,O~T A.IL:. ,;,:~:, "':,;1;' Box - Make & Model List truck type box frts 80x style Width & Length of box Side Panel Description J-CRAFT model 1 OO-UL rRA-MXR Single Axle Elliptical. Crossmemberless 10'0" long x 96" wide 0.0. 30" high, 3/16" AR400 construction, is'' lower radius, fully boxed top rails, w/boarrj pock~ts' standard .J . Front Panel Description , .. 45". .high, 3/16'" :AR400 construqtion, contoured to . body shape, reinforced top rail, with center reiFJforcing. 3/16'; thick AR-400 Ma~rial. approx 48" " . wide Floor Description Under Structure Description 7 ga 304 STAINLESS steel. full depth, located at rear of body. W..a" x 13.0#/ft structural I-BEAM longs ills (no crossmembers), & 8" rear apron. Corner Post Description .~.., ".oj ::..: ;~ 36" high, 3/16" AR-400 main panel" jO ga GR-50 reinforcings. 1-1/4" dia top<;& bottom pins, Airtrip linkage standard. Tailgate E>escription Hinge Description Upper gate hinges constructed of 1" thick steel, supported by dual 1/2" ears Description of peripheral items FMVSS-108 approved (rubber grommet mounted) L.E.D. clearance lights, Wiring harness, and L.E.D. cluster of 3 Included. Access steps at rear body corners_ Airtrip tailgate kit w/manual push-pull valve, Front and Rear mudflaps included. Is Installation included in price? Yes, to an acceptable (prepared) hoist type. 6" (min) behind cab. Yes, Body is grlt.blasted, urethane primed, and top coated with Polyurethane paint per customer's choice. Underside of body Und~rcoated Black. 24 months from "'n-Service" date Is Box Painted? Warranty Detail TOTAL PRICE C$S,424.00 ~ 1.0 BOX 100 ULTRA-MXR Prepared by: .....CRAFT Page 1 of 4 f/J JUL-07-06 02:01PM FROM-J-Craft +320-399-6123 T-727 P,007/020 F-504 1.1 ,Air operated tailgate latch - Solenoid type in lieu of std Price $84.00 ='" 1.2 Box Vibrator - Cougar model OC3200 Installed rice $7~ 1.3 Cabshield, 1/2 type (24") weld-on style attached to body Price $399.00 1.4 Cabshield, 1 f2 type Stationary Free-Standing style, ~1-,452.0~ including (2) vert shovel holders & viewing window. - ~ .' Painted assembled and installed on truck frame. 1.5 Walkrall (3-1/2" open'-grip) full length, both sides of body ~;;-) 1.6 Stow-A-Way Access ladder, w/acoess steps above (e;3) Price $153,:~0 " . , 1.7 Fold-A-WayAccessladder (ea) ~~ 1.8 Shovel Holder, Vertical forl<lrihg style (ea) Price $58.00 . 1.9 3 line sander manifold in RH rear corner poat ~~ 1.10 Dual "split' sander manifolds in rear comer posts Price $77.00 1.11 Fixed center strobe mount (on cabsh[eld) w/conduits Price $79.00 1.12 Self-leveling center strobe mt (on cabshield) w/conduits Price $144.00 1.13., 3~' Struck sides (flush wltailgate), w/lnverted angles ~~ 1.14 Lever Top-Pin (quick release) Tailgate in lieu of standard Price $286.00 1.15 Center material metering door, wlflip-up handle Price $280.00 1.16 5-10" x 25.0#/ft I-BEAM longsills, with TYPE V hoist Price $448.00 attaching bracket Incorporated into understructure 1.17 Alum CAB ROOF MOUNT (deluxe) light bar, w/adj tubes Price $273.00 for strobe mounting, installed on cab roof. Note: Applicable only on trucks with drip rails for mounting 1.18 Obi Face Turn Lights w/steel protectors (cabshield sides) Price $330.00 1.19 A-Frame w/Rollers in lieu of std understructure, for Price $1,681.00 Hooklift Application. 1.20 J-CRAFT (custom buill by Wh.l.nl JCLED1 warning light syste ~4,223.0~ consisting ot (2) 23H 3-light LED Micro-Edges, (2) 7~ - 700 Linear Super-LEOs, (2) Side TlR3 LEOs, 700 Max B-T- T LEOs, & (2) 700 Halogen Backup Lights, in Stainless Steel Housings. System also includes (1) LED Wing Plow light, and (2) 4" dia LED work lights (sander & wing). Installed complete with TPR cables, & switches in cab. 1.21 Whelen DOT-3 system 102-0 (3 strobe) pkg, installed (SS- Price $2,416.00 360 front strobe; Strobe-LEO STr-Halogen Backup rears) 1.0 BOX 100 ULTRA-MXR Prepared by: "-CRAFT Page2of4 II JUL-07-06 02:02PM FROM-J-Cratt +320-398-6123 T-727 P.008/020 F-504 1.22 Whelen DOT-3 system 101-0 (4 strobe) pkg, installed Price $2,881.00 (Micro Edge front strobes; Strobe-LED BTT.Halogen Backup rears) 1.23 Whelen DOT-3 system 106-0 (3 strobe) pkg, installed (SS- Price $2,922.00 360 front strobes; Strobe-LED BTT-Halogen Backup rears) 1.24 Whelen DOT-3 system 103 (2 strobe) pkg, installed Price $1,288.00 (Micro Edge front strobes) 1.25 Hood mounted Snowplow light package (Alum crOSSbar)~11.00~ w/selector switch & relay Installed ~.' . .. ,~~ . 1.26 Hood mounted, Height Adjustable, Snowplow light Price $728.00 package (Alum crossbar) w/selector switch & relay Installed 1.27 Roof mounted Snowplow lights (Alum Crossbar) PricR $668.crO w/selector switch & relay Installed. (Note: Applicable on trucks with drip rails onlYll 1.28 Accessory work light (sealed beam type), wlcab mounted Price $131.00 switch, installed. (IE: Sander, Wing, Cargo,Etc.) ea 1.30 Fenders, SCSI model ~~OO black Poly fender set, rot bra~kets, & hardware, Installed (deletes front flaps) 1.29 Backup Alarm, PRECO model 1020, Installed 1.31 Fenders, Pro-Tech Bright Alum diamond plate material, Price $763.00 full radius, with mounting kit, installed complete 1.32 PulltarpTM model 8-9 Supershield tarp system wfA2.F tarp, Price $1,644.00 sideflaps & tiedowns (manually deployed), installed 1.33 AEROn.c EZ-Cover model 475 manual crank tarp Price $1,953.00 mechanism, w/alum side arms, & weighted Asphalt type tarp w/bungees, Installed. 1.34 AEROrM EZ-Cover model 575 electric tarp mechanism, Price $2,045.00 w/alum side arms, wireless connect, & weighted Asphalt type tarp w/blmgees, Installed. 1.35 AEROThl Crank-N-Go manual crank (chain drive) tarp Price $2,690.00 mechanism, w/S" rise bows. extended rear rollers, 6" wind deflector, anti-lift kit, Asphalt Tarp, & hdwe Installed. NOTE: RequIres either side boarc;:is or struck sides to be flush with tailgate and front panel. 1.36 steel Channel side boards, fitted to body, painted & Price $546.00 installed 1.37 2" Thick OAK (rough sawn) side boards, Installed. (2 Price $427.00 piece construction, tapered from 15" to 6") 1.38 2" x 10" Black POLY BANG-BOARDS, fitted to body and Price $525.00 installed with center supports. 1. 0 BOX 100 UL TRA-MXR Prepared by: ..I-CRAFT Page 3 of 4 f ,;:!... JUL-07-06 02:02PM FROM-J-Cra ft +320-398-6123 T-727 P.009/020 F-504 1.39 12" bolt-on, bolt-together spillshield. 1/4" construction, Price $446.00 painted & fitted to body via sander brkts, shipped loose 1.40 Price per loaded mile to pickup and/or deliver equipment Price $2.00/mile to end user, if fuel is supplied by the Customer. NOTE: If combined with another major component, Only charges for total miles of transportation will be Incurred. Other freight methods or rates quoted upon request 1.41 Price per loaded mile to pickup and/or deliver equipment Price $2.60/mile to end user, if fuel is supplied by the Contract Vendor. NOTE: If combined with another major component, Only charges for total mil~s of transportation will be incurred. -- Other freight methods or rates quoted upon request ; "~.. , .. ., 1.42 Delivery Starting Point J-CRAFr - - Kimball, {\/IT\I , " VENDOR: J-CRAFT CONTACT PERSON: Tom Gertgen ADDRESS: 70127 - 330th Street CITY. STATE, ZIP: Kimball, MN 55353 PHONE NO: 320-398-6122 Ext. 30 TOLL FREE: 800-763-6010 FAX NO: 320-398-6123 E-MAIL ADDRESS:tomQ@i-craftinc.com ~- 1.0 BOX 100 ULTRA-MXR Prepared by: ....-CRAFT Page 4 of 4 19 JUL-07-0S 02:02PM FROM-J-Craft +320-398-6123 T-727 P.010/020 F-504 PRICE'SCHEDULE;:2~O '.:r ... 'II ..... .. .. 'Sox' HbiSi ::" . ,. ' i: .:r . Box Hoist - Make and Model Class & Type Rated Capacity "I' ~~OOR;TOI,PRQVIDE .:iFOLLOWlNb..OETAIL: J-CRAFT Piranha pnOJC NTEA Class 50, Type 1 underbody 17.3 ton -10' body 15.8 ton -11' body 14.2 ton -12' body 2375 PSI 7" d~ x 21" Stroke ; '.2-1/4" dia Haj:d Chrome Plated, Maximum PSI operating pressure Cylinder bore and stroke Piston Rod diameter and description Sub-frame construction Is Installation included in price TOTAL PRICE , Not Applicable Yes,' to a clean frama,buck that will accept'hoist unit, hinge 'pOint, and safety prop withou modification. 24 months from "In-Service" date ~o.oo~ Warranty Detail 2.1 Price per loaded mile to pickup and/or deliver equipment to Price $2.00/mile end user" if fuel is supplied by. .the Customer. NOTE: If combined with another major cOmponent, Only charges for total miles of transportation WIll be incurred. Other freight methods or rates quoted upon request 2.2 Price per loaded mile to pickup and/or deliver equipment to Price $2.60/mile end user, if fuel is supplied by the Contract Vendor. NOTE: If combined with another major component, Only charges for total miles of transportation will be incurred. Other freight methods or rates quoted upon request 2.3 DeRvery Starting Point J-CRAFT - - Kimball, MN ~ VENDOR: CONTACT PERSON: ADDRESS: CITY, STATE, ZIP: PHONE NO: TOLL FREE: FAX NO: E-MAIL ADDRESS: J-CRAFT Tom Gertgen 70127 - 330th Street Kimball, MN 55353 320-398-6122 En 30 800-763-6010 320-398.s123 toma@i-craftinc.com 2.0 Box Hoist pno Prepared by: ....CRAFT Page 1 of 1 ! 1 JUL-07-06 02:02PM FROM-J-Craft +nO-398-6123 T-727 P.Oll/020 F-504 :.1' .. .: ,I" . "(e;~OO~To"PR9.V(DE .';"" ". . :':Fdl:.lOWlN~ DETAlti",' . i" Falls JB-11A Underbody Plow - Make and Model Moldboard description 3/4" thIck x 20" SEF 40/50 carbon steel x 11' long, 17" radius curvature, AASHTO & Carbide punching standard. Moldboard Hydraulic cylinder description 112" x 6" x beveled curved edges Single (LH or RH) 3" x 11-1/2" stroke w/1- 1/2" dla chrome shafts. 7500 psi burst str~ngth. double ,acting, cushioned wIth Nltr01Jen ACCUlllt.ll~tor' system, Including preSsure reducing/reiievlng valve . Moldboard cutting edge description Moldboard maximum PSI operating pre$..'iiure Circle drive description > soapsl (CYlinder Hressure) Circle drive hydr'aullc cylinder descnptiOrl , , (OC>ES NOT APPLY - FIXED ANGLE) (DOES NOT APPLY - FIXED ANGLE) TOTAL PRICE 24 months from "'n-Servlce" date ~45.00~ ~ Warrant:'! Detail 3.1 Installation of underbody plow (includes hoses, fittings, & ~ labor). Based on clean, clear chassis frame and hydraulic (l"'rice $1,291.00 source must exist on chassis. 3.2 1'.'thick moldboard in lieu of3W~thick ~~ 3.3 Carbide Cutting edges in lie of standard Price $924.00 3.4 Dual lift cylinders in lieu of single lilt cylinder (components Price $869.00 only) .3.5 Instanation (extra) for dualliit, cylinders (hoses.& labor) Price $358.00 3.6 Blade 'down/reverse' alarm system, installed ~374.0U 3.7 Price per loaded mile to pickup and/or deliver equipment to Price $2.00/mile end user, if fuel is supplied by the Customer. NOTE: If combined with another major component, Only charges for total miles of transportation will be incurred. Other freight methods or rates quoted upon request 3.8 Price per loaded mile to pic~up and/or deliver equipment to Price $2.60/mile end user, if fuel is supplied by the Contract Vendor. NOTE: If combined with another major component, Only charges for 10tal miles of transportation will be incurred. Other freight methods or rate$ quoted upon request . 3.9 Delivery Starting Point J-CRAFT - w Kimball, MN ~~- VENDOR: J~CRAFT CONTACT PERSON: Tom Gertgen ADDRESS: 70127 - 330th Street CITY, STATE, ZIP: Kimball, MN 55353 PHONE NO: 320-398-6122 Ext.3D TOll FREE: 800-763-6010 FAX NO: 320-398-6123 3.0 Underbody Plow IB-11A Prepared by: .....CRAFT Page 1 of2 J7~ JUL-OT-06 02:02PM FROM-J-Craft +320-398-6123 T-72T P.012/020 F-504 PRI,9E ~CHcl;n.U.ilE 4;'0. {.:./ :"'. wf'~ ~PIOW:EE :-':.,'. '''''1:. .~;.;' .:; ,{' .::'" ":" .!::: . II: . ,,. ,.1;11 . ~.~ .. ,I; :,( .i : y~~OORi'TO .p~9V1DE ,:: FOLL:owiNG :[)ETAIl: :.'J I. Moldboard description Falls SDL-10A Direct Hydraulic RH Scraper Discharge mount (front post behind scraper discharge) with push brace located directly behind rear 30" high, straight moldboard, 10'6" overall long, 10 ga A607-5D construction, double boxed reinforcements,. rolled to 16%" radius. Wing Plow - Make and Model Where mounted on 1ruck Moldboard cutting edge description , . Fix~d' (non-tripping) frog (AASHTO PUNCHED)with (1) piece 5/8" X 6~' X 10' stand~ cutting edge.':Nom: Carbide pUnChil;t9 availabre @ $WC, but must be requested upon order! 18" (level) at Front, 96" at rear; Uft height Hydraulic cylinder description 3Yz" dia with 2" dia chrome double acting toe & heel cylinders, with direct link front lift, and mechanical float capabilitv at toe & heel Wananty Detail 24 months from "In-Service" date ". "",';. TOTAL PRICE ~626.0~ 4.1 Installation of Wing Plow (includes painting, hoses, fittings, ~6~ fasteners, & labor) ~ 4.2 Dripless Quick Couplers in lieu of standard (per ea) Price $53.00 4.3 Trip Moldboard assembly in lieu of std fixed type Price $1,602.00 4.4 Trip Edge assembly in lieu of std fixed edge Price $891.00 4.5 Carbide cutting edge(s) 314" x 6" in neu of Std Price $840.00 4.6 Decelleration (D-Cel) heel cylinder in lieu of standard Price $311.00 4.7 Hydraulic "Nitro-Cushn extendable push bar. Requires Price $936.00 additional double acting valve section. Heel section must be a motor spool section with 500 psi port reliefs. Wing-Loc valve must be added from hydraulic options. 4.8 Hydraulic MNitro-Cush" extendable push bar (with CYlind~1~ shaft protective sleeve). Requires additional double acti~- valve section. Heel section must be a' motor spool section with 500 psi port reliefs. Wing-Lac valve must be added from hydraulic options. 4.9 Left-Hand discharge in lieu of RH discharge Price $468.00 4.10 Double Wing Adaption Assembly. NOTE: must figure (2) Price $698.00 wings, double all wing option prices, include (1) of item 4.17 above, in addition to this add-on. (requires additional hydraulics also) 4.11 100% MsealedD moldboard in lieu 01 standard Price $144.00 4,0 WING SDL-10A Prepared by: -I-CRAFT Page 1 of2 f& JUL-07-06 02:02PM FROM-J-Cratt +320-398-6123 T-727 P.OI3/020 F-504 4.12 Paint wing moldboard (If not purchased with install) Price $189.00 4.13 Paint moldboard Other than standard color or type Price $ Quoted upon request 4.14 7 ga moldboard in lieu of 10 ga standard Price $158.00 4.15 Rubber belting (3/8" x 12") snow deflector & mtg brkt Price $292.00 4.16 High Visibility End markers (pair) shipped loose Pric~ $54.00 4.17 Pric@ per loaded mile to pickup and/or deliver equipment to Price $2.00/mile end user, if fuel is 5uPrtlied by the Customer. NOTE: If combined with another major component, Only charges for- , total miles of transportation will be incurred. Other freight methods or rates quoted upon request ,; 4.18 Price per loaded mile to pickup and/or deliver equipment to Price $2.60/mile end user, if fuel is supplied by the Contract Vendor- NOTE: If combined with another major component, Only charges for total miles of transportation will be incurred. Other freight methods or rates quoted upon reque~t 4.19 Delivery Starting Point J-CRAFT -. Kimball, MI\I ";j-::." :. VENDOR: J-CRAFT CONTACT PERSON: Tom Gertgen ADDRE.SS: 70127. 330th Street CITYI STATE, ZlP~ Kimball, MN 55353 PHONE NO: 320-398-6122 Ext. 30 TOLL FREE: 800-763-6D10 FAX NO: 320-398-6123 E-MAIL ADDRESS:tomQ@j-craftinc.com ~ 4.0 WING SDL-10A Prepared by: ~.CRAFT Page2of2 !1 JUL-OT-OS 02:03PM FROM-J-Craft +320-398-S123 T-727 P.014/020 F-504 P',RI~J::. s~~eDULE; ~,c;J: /'::. .., . .i';" . 1"' .. ;"'" .' ..; F.rontHitCh ',.. ':.,.' '. '.... J.. . . ... ,. . : . ,:~" "V~N~leRTQ'~~.~O~BE'. I. '." ': .,. ':,:;" : .:...FOLI1:0WlNG'DETAIL .. Front Hitch ~ Make and Model Falls model #48-8 (UQH, MTE, Etc.) Uft Cylinder Description SA 4" )( 10" stroke. chrome plated Truck frame mourning requirements 1S" to 24" integral frame extension Warranty Detail 24 months from "In-Service" date TOTAL PRICE ~.OD :) fim~;;-). ... .. . 5.1 Installation of front hitch (includes painting, hoses, fasteners, & labor) .;. '.... 5.2 20 series in lieu of 40 series (eliminates side cheek plates, and Price ($171.00) . requires a truck bumper) 5.3 V-Plow ears added to hitch frame Price $80.00 5.4 Spring return kit (for SA lift cylinders only) Price $63.00 5.5 Quick coupler & dust plug for SA lift cylinder. (in lieu of direct Price $79.00 plumbing) 5.6 Quick couplers and dust plugs for D.A. lift cylinder. (in lieu of direct Price $158.00 plumbing) 5.7 Double Acting lift cylinder in lieu of Std Single Acting Price $ NC 5.8 Rigid or Bulkhead mounted hoses in lieu of standard PrIce $96.00Illne "_...:,j-_i; 5.9 Drlpless.couplers in lieu of std (IE: 'plow rev -or- lift cylinders) per Price $53.00 each 5.10 Application for trUck frame WIDER than 34" PrIce $216.00 5.11 Application for truok frame TALLER than 40". Price $261.00 5.12 Front bumper constructed of structural Channel. For 20 series Price $118.00 only, where OEM bumper not provided 5.13 Pn'ce per. loaded mile to pickup ancIJor deliver equipment to end~rice $2 OhnH user, if fuel is supplied by the Customer. NOTE: If combined with ~ ~ another major component,. Only charges for total miles of ...., It') ,- transportation will be incurred. Other freight methods or rates ...? r quoted upon request 5.14 Price per loaded mile to pickup ancIJor deliver equipment to end Price $2.S0fmlfe user, if fUBI is supplied by the Contract Vendor. NOTE: If combined with another major component, .only charges for total miles of transportation will be incurred, Other freight methods or rates quoted upon request 5.15 Delivery Starting Point J-CRAFT - - Kimball, MN ..10(......""" ~ VENDOR: CONTACT PERSON: ADDRESS: CITY, STATE, ZIP: PHONE NO: rOLL FREE: FAX NO: E-MAIL ADDRESS: J-CRAFT rom Gertgen 10127 - 330th Street KImball, MN 55353 320--398-6122 Ext. 30 800-763-6010 320-398-6123 tomq@J-craftinc_com 5.0 FRONT HITCH #48-8 Prepared by: "'-CRAFT Page 1 of1 if JUL-07-06 02:03PM FROM-J-Craft . " :: . I Two-Way Reversible Snow Plow - Make & Model Moldboard Height Moldboard smooth rolled design at wnat radius Discharge Height Plow Throat depth from vertical to deepest point Moldboard thickness & type of steel Type, size, and number of vertical reinforcement ribs Adjustable outting edge angles to pavement measured from roadway surface through perpedioular. back toward truok. State number of hookup points from moldboard to frame Type and size of reinforcement of frog at either end Type and size of circle frame Size of single acting reversing cylinders Size and type of reinforced snowflap ..; '? " ;~ Type and size of push frame Carbide outting edge (AASHTO punched) size Distance beyond vertical that snow deflectors Integral with moldboard extends Size of adjustable snowshoes Weight of plow (less hitch & hydraulics) Type and number of resettable H.D. compression spring trip mechanisms Paint system, with type of paint Warranty Detail TOTAL PRICE +320-398-8123 T-727 P.015/020 F-504 'I ; '; ':V;ND:q~.T(n~~OVn:II~' ;'.;:( '" ',,;"FOi.L:PWlN~,DETAltL: ~i~"~' :--- ., . ,.1 , . Falls PR1243-E1 REVERSIBLE Plow 43" 18" Radius 43" 15" 10 ga A607 -50 ~i-tensile steel (5) 4" structural, channels (rolled) . . . 15" to 350 Four (4)' 1/2" x 6" X 40" Flat Plate Note: 4" x 4" x 3/4" Frog Angle 15 standard A-frame type, w/(2) %" thick plates straddling plow pushframe, one above and one below main pushframe tubing 3" diameter piston rods (OPTIONAL) 3/8" x 12" rubber belting. Nota: Flap is not a standard item 4" x 4" x 1/4" tubing (OPTIONAL.) 5/6" x 6" Note: 1/2" x 6" steel Is supplied as standard edge 12" 11" dia x 1-1/2" thick (mushroom type) 20S0lbs 2 H.D. 9/16" dia coil spring trip tilt bars, are std Industrial primer & (1) std enamel color applied to plow. Std colors are: Earth Gold, Safety Yellow. Red, Hwy Orange, Black, & White. NOTE: Painting of plow is included with a hitch installation, BUT extra if plow is purchased separately_ 24 months fro .. 'ce" date 6.1 Plow push unit to fit Falls #218 or#418 modified Husting Price $873.00 hitch 6.2 34" wide Husting Hitch in lieu of Std 29" version 6.3 Un-Modified version (direot lift) in lieu of Standard 6.0 2-WAY REV PLOW PR1243-E1 Prepared by. .,J-CRAFT Price $126.00 Price $126.00 Page 1 of3 ii JUL-07-06 02:03PM FROM-J-Craft +320-398-6123 T-727 P.016/020 F-504 6.4 plow push unit to frt Falls #248 or #448 pin & loop hitch Price $576.00 6.5 Plow push unit to fit Falls #26B or#466 RPB Hitch Price $538.00 6.6 Plow push unit to fit Falls #288 or #488 UQH. MTE Hitch ~~ 6.7 Offset plow (via plow push unit) 6" to Right or Left Price $356.00 6.8 H.D. Trip Edge (1-piece) Assembly, in lieu of Std Rigid Tilt Price $824.00 Bars 6.9 H.D. Slotted trip mechanism, in lieu of std Spring Tilt Bars Price $212.00 6.10 Level Lift assembly in lieu of standard lift chains Price $108~00 ,-~ . 6.11 Delete screw ad] skid shoes (not an option w/Slotted Trip Price $(414,00) Deduct . Mechanism) 6.12 Carbide Shoe in lieu of std (price per shoe assembly) 6.13 SnowWheelTM System in lieu of std skid shoes 6.14 Cylindrical steel curb shoe (each) 6.15 Wrap-Around curb shoe (each) 6.16 High Visibility end marker kit (shipped loosel2 per pkg) 6.17 Carbide cutting edge(s), in lieu of std cutting edge 6.18 100% 'sealed' moldboard, in lieu of std drain holes Price $108.00' " Price $2,493.00 Price $n.oo Price $81.00 ~0 Price $1,008.00 Price $144.00 6.19 7 ga thick moldboard in lieu .Q(,~t~;.1 0 ga . Price $158.00 6.20 R'ubb'er belting snoW deflector & mtg braokets, installed O~16.00 snow plow 6.21 Parking Stand (manual pin adj) handy for ploww/o shoes Ptice $149.00 6.22 Parking Stand (screw adj) handy for plow w/o shoes Price $194.00 6.23 Paint snowplow (1 std color) if not purchased with hitch Price $311.00 6.24 Paint colors or types, other than standard Price $ Quoted upon request 0.25 Price per loaded mile to pickup and/or deliver equipment Price $2.00/mfle to end user, if fuel is supplied by the Customer. NOTE: If combined with another major component, Only charges for total miles of transportation will be incurred. Other freight methods or rates quoted upon request 6.26 Price per loaded mile to pickup and/or deliver equipment to end user, if fuel is supplied by the Contract Vendor. NOTE: If combined with another major component. Only charges for total miles of transportation will be incurred. Other freight methods or rates quoted upon request 6.27 Delivery starting Point Price $2.60/mife J-CRAFT - - Kimball, MN ...,..~ VENDOR: J-CRAFT CONTACT PERSON: Tom Gertgen ADDRESS: 70127 - 330th Street CITY, STATE. ZIP: Kimball. MN 55353 PHONE NO: 320-398-6122 Ext 30 TOLL FREE: 800-763-6010 FAX NO; 320-J98-612J 6.0 2-WAY REV PLOW PR1243-E1 Prepared by: ~-CAAFT Page2of3 7tJ -----" -- . .. ...' . ..' ..._.... 'hbUO>.",_'_, '__.'.' JUL-07-06 02:03PM FROM-J-Craft +320-398-6123 T-727 P.017/020 F-504 ~~fE:~~f;I,EP~~~;'~,O;.: ,~. , Sander ." ,,"."- :. "; . "I. II":" _.~~:." . ~ " . t . ~NPQ~ r9,PROVlDE ,;,i~" ~:I . .:: FOLLoWfNG D.ETAlL :~:'''''': "... FALLS 1ASD-9S Sander - Make and Model Type of Sander Stainless Steel Under tailgate type, 9" dia (carbon steel) 6" pitch. sIngle auger, direct hydraulic drive, LH Discharge w/POLY self- leveling spinner assembly, RH berm chute assembly, Dual over-center locks on hopper cleanout door, mtg brackets and mtg tabs welded to hopper, In Stainless Mill Finish 24mpnths from "l~-Service" date TOTAL PRI4,;;S.o0 8_1 9" dia x 4" pitch auger in lieu of std, for Straight Salt App Price $20l1-O0' 8.2 Installation (labor only) of sander unit onto body ~~ Warranty Detail 8.3 Interior (weld-on) sanderltailgate spill plates Price $93.00 ----.- SA Exterior (removable) sanderltailgate spill plates Pric"e $234.00 8.5 Hoses & fittings (TRUCK PORIION, from control valve to . rice $192.00 rear manifold) for sander operation 8.6 Hoses, & fittings (SANDER UNIT PORTION) for sander ~~ operation . ._ " 8.7 Install 'hOses & fittings (TRUc~~o'r- ~ANDER PORTION) C~~ 8.8 Dripless Quick. Couplers in lieu of std Pioneer type Pric@ $295.00 8.9 Dual flow control valve & mtg tower (If not ordered with Price $319.00 hydraulic system or package) 8.10 Prep & Adapt Sander for existing body or for ship-out Price $260.00 8.11 Price per loaded mile to pickup and/or deliver equipment to Price $2.aO/mile end user, if fuel is supplied by the Customer. NOTE: If combined with another major component, Only charges for total miles of transportation will be incurred. Other freight methods or rates quoted upon request 8_12 Price per loaded mile to pickup andlor deliver equipment to Price $2.60/mile end user, if fuel is supplied by the Contract Vendor. NOTE: If combined with another major component, Only charges for total miles of transportation will be incurred_ Other freight methods or rates quoted upon request 8.13 Delivery Starting Point J-C RAFT - - Kimball, M N VENDOR: J-CRAFT CONTACT PERSON: Tom Gertgen ADDRESS: 70127 - 330th Street CITY, STATE, ZIP: Kimball, MN 55353 PHONE NO: 320-398.&122 Ext.30 TOLL FREE: 80D~763-6010 FAX NO: 320-398-6123 E-MAIL ADDRESS:tom!::t~i~raftinc.com ~~ 8.0 SANDER 1ASD-9S Prepared by: .I-CRAFT Page 1 of 1 7/ JUL-07-06 02:03PM FROM-J-Craft +320-398-6123 T-727 P. 01 8/020 F-504 P~ICE'S.Cf:fSD(JLE,9.Q.' . (. -H,I clr~ll.liics"": .\:.,. ,,:' ;,':" .,' . : .. ," :.. ". .' . '11..1 :'1.... ::" i~' ':VEND.ORiiJ'O,PROV.1DE',' ... I' ," .. ".:. l "-:-. '::. .:,;::. :: :. :FOLLOWING DETAIL' .:., . Hydraulics - Make & Model Force America PVWH34L pump, Force/Parker 4020ELS Add-A-Stack Valve RVC control levers with remote cables to valve.. Hoist control has 'nelltral lock" prOVision Cab controls description Sander control description Force America model SSC-1100 manually adjus~l?le Electronic control, w/stand-by, ".blast, ground-spl;led iriter:ruDt.& liQuid, hookuD. .. Pump drive description Front Frame crnn~Shaft driven Mounted, Engine Pump Type varia~,ie displacement, axial piston type, load sensing, 4.67 cu in/rev max Valve description Closed center load-sensing w/mid-lnlet :,.;. ~." ;. 7 functions: Box Hoist, Auger, Spinner, Plow lift, Plow angle, Wing toe, & Wing heel. Remote cable controls, except Auger& S~lnner 30 gallon, cubical frame mount design, w/filler-breather, sight glass, suction screen, and magnetic plug Number and type of functions Type of valve actuation ., Reservoir Size Hydraulic Components (only) TOTAL PRICE ATF (equivalent to Dexron III) Remote mount, 10 micronspin-on element w/condition indicator,.& return line check valve. Steel construction, frame mount design, w/removable cover 2" dia suction, 1-114" dia return. 1" dia pressure, wlbalance to match equipment port sizing. R2 for pressure lines, R1 for return lines, R4 for suction line. Return line manifold incluAd. 36 months from "'n-Servlce" date C;;29.0 F[uid Type Filter Style Valve Enclosure Hose Recommendation Warranty Detail 9.0 Hydraulics 4020ELS Prepared by: .I-CRAFT Page 1 of 3 92 JUL-OT-06 02:04PM FROM-J-Cratt 9.10 9.11 9.12 9.13 9.14 9.15. 9.16 9.17 9.18 +320-398-6123 T-T2T P.OI9/020 F-504 9.1 Installation (Hoses, Fittings, Oil, Mtg brackets, Pump ~~ valve mounts, control towers, fasteners, & Labor) 9.2 Additional Valve section, w/control (specify function, Price $215.00 7C;L reliefs. etc.) Add or Delete as necessary 9.3 9.4 IN-TANK mounted filter in lieu of Spin-On style High pressure filter & indicator ~OCh~ Price $636.00 9.5 Slim-Une (space saver) 30 gal reservoir in lieu of std 9.6 30 gal ROllnd reservoir in lieu of standard Price $68.00 Price $248.00 9.7 40 gal Round reservoir in lieu of standard Price $~89.00 9.8 Stationary Cabshield' mounted reservoir (painted carbO~~ steel) in lieu of standard .. 9.9 Stationary Cabshield mounted reservoir (stainless steel) in Price $342.00 lieu of standard Low oil indicator system, wlHght mounted in cab Force PVWH45L LS pump (6 ci) in lieu of std ~~ Price $480.00 Constant mesh trans pro, w/Force TXV92 (5.6 ci) pump, Priee $1,398.00 for Allison Trans application, in lieu of std Hot-Shift PTO, w/Foroe TXV92 (5.6 oil pump, for Allison Price $1,633.00 Trans application. in lieu of std Cable pull-off valve (for use w/telescopic hoist) Price $347.00 vying-Lac valve (foruse"ori Wing heel cylinder, when hYd~~OO ~ extendable push-bar options is on wing) VT35 valve/reservoir combination, in lieu of std valve & std Price $1,053.00 tank. 3-Button control (BlastlAir-trip/Stand-by) in lieu of standard ~6.00 _~ hoist control lever. Note: requires solenoid airtrip option from body pricing also. Force 66C-1500 control (in lieu of SSC-1100) w/liquid Price $382.00 drive 9.19 Force SSC-2100 control (in lieu of SSC-1100) same as Price $204.00 SSC-1100, but Ground Based open loop type 9.20 Force SSC-2150 control (in lieu of SSC-1100) same as Price $596.00 88C-1150, but Ground Based open loop type 9.21 Force SSC-2500 control (in lieu of SSC-1100) same as Price $614.00 SSC-1500, but Ground Based open loop type 9.22 Force SSC-5100 digital control (in lieu of SSC-1100) Price $1,651.00 Ground based, erased loop type, w/digital readout 9.23 Aluminum "auger sensor" cover, bolt-on style, for use with Price $91.00 closed loop systems 9.24 UD-4 Switch package 9-25 UD-5 Switch package 9.26 ASC-100 Switch package 9.27 2-port 1/2" Multi-Faster h9~e coupler system Price $265.00 Price $:289.00 Price $745.00 Price $495.00 9,0 Hydraulics 4020ELS Prepared by: "'-CRAFT Page2of3 13 JUL-07-06 02:04PM FROM-J-Craft 9.31 9.32 9.28 9.29 4-port 112" Multi-Faster hose coupler system 6-port 1/2" Multi-Faster hose coupler system Price per loaded mile to pickup and/or deliver equipment to end user. if fuel is supplied by the Customer. NOTE: If combined with another major component, Only charges for total miles of transportation wlll be incurred. Other freight methods or rates quoted upon request 9.30 Price per loaded mile to pickup andlor deliver equipment to end user, if fuel is supplied by the Contract Vendor. NOTE: If combined with another major component, Only oharges for total miles of transportation will be incurred. Other freight methods or rates quoted upon request Delivery Start Point +320-398-6123 T-727 P.020/020 F-504 Price $686.00 Price $830.00 Price $2.00/mile Price $2.60/mile , " J-CRAFT - - Kimball, MN ,< VENDOR: J-CRAFT CONTACT PERSON: Tom Gertgen ADDRESS: 70127 -330th Street CITY, STATE, ZIP: Kimball, MN 55353 pHONE NO: 320-398-6122 Ext 30 TOLL FREE: 800-763-8010 FAX NO: 320-398-6123 E-MAIL ADDRESS:tomo@j-craftinc.com ~ 9.0 Hydraulics 402DELS Prepared by: ..I-CRAFT Page 3 of 3 JI 'Established" 1857 1880 'Main Street, Centervi[(e, ?o1:N 55038 651-429-3232 or rr.u:. 651-429-8629 July 21, 2006 Memo to Council: The well serving the property at 7085 Progress Road has failed. The owner, Paul Montain is proposing to replace the well. The property is located about 200 feet from city watermain at the comer of Progress and Main Street. Since the well failed, the property is temporarily connected to water from an adjoining property. The property urgently needs either city water service or to replace the well. Due to the downtown redevelopment plan, and the uncertainty over when and how this property will be ultimately be used, it may be appropriate to consider allowing the temporary investment in the well. Further, the City is pursuing grant programs for infrastructure needed in the downtown and those programs will not pay retroactively for any work completed before a grant is approved. The property owner is willing to sign an agreement acknowledging that he well is a temporary solution and agreeing to be assessed when the watermain would be installed. For these reasons, I would recommend that the property owner be allowed to construct the well, conditioned upon execution of an agreement recognizing the temporary nature of the private well. Dallas Larson, Administrator 94~ MEMO TO: Honorable Mayor & City Council Members FROM: Kim Stephan SUBJECT: Parks & Recreation Committee Recommendation to City Council DATE: July 21, 2006, 2006 Trial Easement - 1818 Fox Run Chairperson Peterson met with Mr. Andre Ziegler, 1818 Fox Run, at the property on July 7, 2006 to discuss the issue of the bridge on his property/trail easement. According to Mr. Ziegler there are multiple issues. The bridge and also a shed on the property were built by the previous owners, both of which are on the trail easement. The shed is on the north property line. There are also utility boxes on the easement at the street side of the property. Mr. Ziegler was not aware that there was a trail easement through the property when he purchased the property and if a trail were to be installed at this time it would be within six (6) feet of his house. He would like to see the trail easement removed. Mr. Ziegler stated he would be willing to buy the easement from the City. Mr. Ziegler stated the bridge was built because kids were crossing the area to get to the bus stop and were continually making temporary bridges with boards, so a permanent structure was safer. He feels there is a lot of foot traffic and if the bridge is removed it will revert to junk being placed across the creek opposed to a safe bridge. In the pictures supplied to the committee, the grass and weeds were long all around the bridge and it did not appear to be a well beaten path. Committee Member Seeley stated when she took the pictures the creek bed was dry. One side of the bridge abuts City park property on Mill Road. Chairperson Peterson stated the kids who use the bridge to get to the bus stop do not need to use this route as they have a designated bus stop closer to their homes. It has been requested that Mr. Ziegler remove the bridge, according to ordinance, or apply for a permit, encroachment agreement and supply the City a copy of insurance. Mr. Ziegler does not wish to do this and will remove the bridge if that is what the City requires, but questioned whether the City should take responsibility for the bridge since it is on a City trail easement and either maintains the bridge or remove it. The committee does not desire to give up any easements by vacation or sell the park property on Mill Road. The City already owns them and the committee would like to keep them. There are no current plans to develop these areas, but there may come a time when the trail easement will be used, such as with the Safe Route to Schools Grant. 90- Motion was made by Chairperson Peterson, seconded by Committee Member Seeley to recommend to City Council that Mr. & Mrs. Ziegler, 1818 Fox Run, should adhere to the current ordinance by either removing the bridge located in the trail easement or apply for a permit and encroachment agreement. The committee does not wish to vacate this easement. AU in favor. Motion carried unanimously. Removine: Trail Easements from Trail/Sidewalk Maps Chairperson Peterson had asked this item be put on the agenda for discussion as it also pertains to the easement on 1818 Fox Run. In viewing the Trail & Sidewalk Map for Centerville there are multiple trail easements which are shown on the maps which are not paved and do not connect to existing trails or sidewalks. Chairperson Peterson is concerned that this is promoting people to use these as trails possibly incurring liability for the City. There are drainage ditches in some of these easements and one of the easements crosses Clearwater Creek. Chairperson Peterson suggested removing these easements from the Trail & Sidewalk Map. After some discussion the committee felt it was important to leave these easements on the map, but would like them marked as 'Undeveloped Trail Easements'. Chairperson Peterson will update the original and have the changes made by Bonestroo. 9& ~;'tervi[[e 'EstaEfisn cc{ 1857 1880 :Main Street, Centervi[fe, :Jvt2V 55038 651-429-3232 or p~ 651-429-8629 Date DRAFT Doug Fischer County Engineer Anoka County Highway Dept. 1440 Bunker Lake Blvd. NW Andover, :MN 55304 Dear Mr. Fischer: We have reviewed the draft joint powers agreement and found several things of concern. 1) The first item and perhaps of greatest concern is the inclusion of storm drainage system costs in the JPA The memorandum of agreement did not include this item and the cost estimate didn't give a hint that you might be looking for participation. We cannot accept this afterthought. It is outrageous to expect to now allocate these costs-we will not pay for drainage system costs. 2) We have inserted on Page 4 the same language that was in the MOD that indicates Anoka County's intention to secure reimbursement for the trail costs from Metro Parks Trail Program. 3) We deleted city participation in the mobilization and field office. These items were not contemplated by the MOD and in fact were specifically allocated to the County in Exhibit C ofthe MOD. 4) We deleted city participation in traffic control for the same reason as mobilization. 5) We have offered alternative schedule for payment of the City's share. We will provide 20% at bid award and 75% on June 1, 2007, as long as the bulk of Centerville costs are still planned to occur in 2007. Specifically if the downtown area were delayed to 2008, then we would not pay those costs until closer to the expected construction. 6) We deleted the engineering reimbursement for considering alternative designs on CSAH 54. If you expected to be reimbursed, you should have indicated that at the time those discussions were taking place. 7) We inserted in section V. B that the City would receive a credit of $150,000 in providing alternative pond locations which only happened because of the City's insistence thus saving the county at least three times that amount. 9~ D. Fischer Draft Page 2 8) You have the City involved in providing the power source for the traffic signal (Item IX.). This was not mentioned in the MOD, in fact the MOD Exhibit D stated that all traffic signal costs in cities under 5000 would be County responsibility. Since all legs of the intersecting roadways are County, there is no reason for the city to be involved. This is a County expense. 9) Item X. Maintenance provides that the storm sewers are the maintenance responsibility of the City. Nowhere in the MOD was this indicated and in all of the meetings we had, this was never mentioned. I do remember you stating that cities maintained the grit chambers but this was because you didn't have vactor equipment. We have deleted reference to the City maintaining the storm sewer system and ponds. We have attached a redlined version of the agreement with the suggested changes. If these changes are incorporated into the agreement, Centerville is prepared to approve and sign the agreement. Yours truly, Dallas Larson City Administrator Cc: Mike Grochala, Community Development, Lino Lakes Centerville Mayor and City Council ff Anoka County Contract No.2006-0558 JOINT POWERS AGREEMENT FOR THE RECONSTRUCTION OF COUNTY STATE AID HIGHWAY NO. 14 (MAIN STREET) FROM 1-35W to 1-35E (COUNTY PROJECT NO. 02-614-24) This Agreement made and entered into this day of , by and between the County of Anoka, State of Minnesota, a political subdivision of the~tate of Minnesota, 2100 Third Avenue North, Anoka, Minnesota 55303, hereinafter referr~Jg~s<"County",and the City of Centerville, 1880 Main Street, Centerville, MN 55038, herein.~ft~ referred to as the "City". WITNESSETH WHEREAS, the parties of this agreement have19n.g exhiblt~4 concern for the deteriorating condition and traffic capacity of County State Aid Highway 14 (Main Street); and, WHEREAS, the parties of this agr~ment consider itmutua1l~T[esirab1e to reconstruct County State Aid Highway No. 14 (Main S~t) from 1-3.sW to 1-35E t9improve the level of service and safety of the intersections incluqecl thli~in; and~ i. . ' i 'c....,.. .,.... " "', WHEREAS, the parties are IlW!ua1lyagreeci !hattb.e reCOtlStruction of County State Aid Highway 14 (Main Street )ir1CI~<:linl? C<?n.struct!on of a..l:Iiturn~~9PS trail/concrete sidewalk, storm sewer system and other utilities should be done as soon8s possible; and, ~"':~,"--'-'_-," .......... >:>, .. :'. ,/_i WHEREAS,.tl1~:~~ies to.tfris A~eIIlent consideritmutualIy desirable to construct a new permanent tt~S.fOn.tro1 sig:q~l atth~~tersection of.~()}1l?ty Sta.te Aid Highway S4 (20th Avenue N) for thesaretyofthe traveliIlg pU1:>lic; and, . _,',\. ,_.,',.,," .': "C."',',',_ ,',..',' ,,- -, -- :-, ',',_ .:._.,....>.'._..:__'..... . ',..:>:.:.'...-,'.::.,...\':.:.....'...:,.,:....,.' ",..;.,."....:'....'....._,:,.,: ....,':...:...' ,.,-,::.",-."" .:..,.,.:__-..:;'i......::< : WHEREAS,i~~~~ies to this~~eelnent copside~it ~hil1all;desirable to construct conduit and handhole~ at the int~se,ction~ ofCSAH 21 (CentervilleB9ad) for possible future signalization: and,'.. ',,:.":: '...:.:.-. ....,...::-':'-:- " WHEREAS,tpe Ci~i\Vishes;t() constrl1ct streetscape features along portions of County State Aid Highway 14 (Main~~t); and; WHEREAS; the County ha~rebeivedfedera1 funds through the Surface Transportation Program to improve County State Aid Highway 14 (Main Street); and, WHEREAS, the parties agree that the County shall cause the construction of County State Aid Highway 14 (Main Street); and; WHEREAS, the Anoka County Highway Department has prepared plans and specifications for the improvem~nts to County State Aid Highway 14 (Main Street) under Project No. S.P. 02-614- 13 which plan~ and specifications are on file in the office of the County Engineer; and, WHEREAS, the parties have an existing Memorandum of Understanding ("MOU") dated November 23, 2005, regarding said project; and, 99 Anoka County Contract No.2006..Q558 WHEREAS, the parties agree that any extra work performed beyond that shown in the plans as bid shall be the responsibility of the requested party; and, WHEREAS, the parties agree that it is in their best interest that the cost of said proje9r~shared; and, . WHEREAS, Minnesota Statute 471.59 authorizes political subdivisio:ns of the State to enter into joint powers agreements for the joint exercise of powers common to each. NOW, THEREFORE, IT IS MUTUALLY STIPULATED ANPAQ:R.gED: I. PURPOSE '....., The parties have joined together for the j>Urpose of cOhstfucting .the road:W~y, bituminous trail/concrete sidewalk, streetscape, drainage, traffi(} controlsy~emas, well as .other utilities on portions of County State Aid Highway No. 14(Mllin Street) a~i4e~cribed in tlle plans and specifications numbered S.P. 02-614-24 on f1l~jp.the OffiC~.of the Anoka County Highway Department (hereinafter collectively referred to 'astl1e"Project") II. METHOD The County shall proyicl~1l1ren&eering.service~ unlessotherwise stated herein and shall cause the construction of thtl~oject ,in confonnancewith said plans and specifications. The County shall do tlie callingforall bi4s and acc~ptance of all bid proposals. III. cOSTS A." Construction The'~Stimatedi(XmstI"uc1:ioncost ofth~project (including County furnished materials) is $14,245,859}O. Fe<ieral:fuJ1ds availllble for the Project are capped at $6,523,550.00. The federal fwicls shallbt}splitbased on the ratio of eligible cost incurred by each party to the total eligible project cost. Eligible costs are the costs of items that can participate in federal funding as shown .on ExhibitA. Participation in the construction costs is as follows: 1. The City shall provide construction observation for the relocation and reconstruction of their utilities and approve for acceptance the work as it is completed. 2. The City shall pay one hundred percent (100%) of the hydrant and curb box relocation and gate box adjustment as well as water and sewer relocation and construction. The esti.trlated City cost of these items is $397,050.00. 2 /tJo Anoka County Contract No.2006-0558 3. The City shall furnish and deliver to the construction site replacement hydrants for any hydrants, which are being relocated as a part of this project, which they want replaced. . 4. The City shall provide construction observation for the relocation and reconstruction of their utilities and approve for acceptance the work as it is completed. 4a. The City shall be responsible for any deficiencies associated with the relocation and reconstruction of the utilities that arise ciuring or after the completion of the Project. 5. The City shall pay one hundr~ perce#t(IOO%) for the non-participating and non-eligible portion of the storm sewer constf\1<:tion plusa~centage of the eligible portion of storm sewer construction. Storm sewer constnictic;m includes pipes, aprons, trash guards, catch basins, manholes, castings, rip rap, inlet protecti<>:Il,detentionba~~ (including ponds and their outlet structures and grit chambers and/or collt:(;tprs), and IIp<.>rtion.of mobilization The non- eligible and eligible portions are defmed in the State Hydraulics letter: . ',.'.c.,.,_, '.....,.-._. .... ..5g,. ." '.' The t()'al' non-eligible ~iJnat~cost ofthe' storm sewer is $0.00 of which the estimateci cost to the City is $0.00 (100010). .;.....:",'. \.:.'.".:.::;-_.~.',.d. '''-'.: _..".'. ".::".'.~-...:_.;".'..' -'..: ,.:.'."...... .,-.:;...'..'......' ,_.'.'.'..:,.'.',.. ._._.,,'.'::. " "'. ' ::.:';. .. .\:.~,:/iJhe9it)r..~llllJ)ay f~Pe,r~!1t<~O%)l:lf the cost of concrete curb and gutter (less{lle<li~n curb an~gutter) in CenteIVille. The estUnllted total cost of curb and gutter including rpedians is $281,114.00, of which the City's estimated cost is $115,222.00. .......:........"".... '..".._........i:....,-"'.:......:...._'._:.'.......'..c'.":.'.'.,..... .. .-,' :'. ,': ",".." ':' ,'. :: .. ,:,. .." ...... .. .,:.. ..",,',..... .,' :': ,::':',"r::'>"~: ::';:" 7. ..:The Sity:sl1~llpay o~~ hUlldred percent (100%) of the cost of decorative median abo"e'the <:ost of concrete median The City's estimated cost for decorative median is $0.00. ~';";) :,--:': ','/':"---:-' "',--:".:>. ;;:.,::'/' .. .... 8. .Jhe~it)' shaITpay. o~~~undred percent (100%) of the cost of streetscape items incIudiI1g buttl()t liini!ed to:me4i~ plantings, trees, tree grates, street lights, stamped concrete and other aesthetiy treatments the City chooses to include with the Project. The streetscape items shall be designed by a licensed landscape architect and meet the Anoka County Highway Department Landscape/Streetscape Guidelines. The City's estimated cost for streetscape items is $500,000.00. 9. The City shall pay one hundred percent (100%) of the cost of new concrete and/or bituminous driveway pavement for all upgraded driveways. The City's estimated cost for driveway pavement is $6,345.00. ..' to. Any in place driveway pavement disrupted by the construction will be replaced in-kind by the County at no cost to the City. 3 Deleted: split between the Cit,y and Deleted: County based on the ratio of contributing flow detennined by the product of contributing area and nmoff coefficient. The estimated percentage of contnbuting flow from the Cit,y is Thirty Eight percent (38%). The tomI eligible estimated cost of the storm sewer is $1.439,844.00 of which the estimated cost to the Cit,y is $547, 14Q 72. /tJ/ Anoka County Contract No.2006-0558 11. The City shall pay for one hundred percent (100%) of the cost of new sidewalk installed on the project including pedestrian curb ramps with truncated domes. The City's estimated cost for new sidewalk is $97,617.25. 12. In place concrete walk will be replaced by the County to the City. The City shall pay one hundred percent (100%) of the cost of new bituminqus trails. This cost includes pavement, aggregate base, soil correction (including lightweightfill and geotextile fabric if applicable) and additional embankment work necessary t()8()~~~tthe trail as well as any retaining walls and fences that are required due to the trail that\V~l1.lq not be required without the trail. The City's estimated cost for the trail is $484,7n.5.R.Purstiant toit~ earlier agreement Anoka County will applv for funds through the Metro rarksTrail Program fo~ possible reimbursement to the City after construction. Anoka County agrees to place this reimbursement among the County's list of priorities for funding in the first biennium of the capital improvement plan to be funded from the Metropolitan Regional Parks Capital Improvements Program. County staff will do everything within its power to secure such funding including pUfsuirllispecial appropriations from the legislature ifthat appears feasible. 13. 14. The City shall pay one hundred. percent (10001) of the cost of any street lighting included in the project. The design and installation of{)Wamental streetlights shall be in accordance with the County's.sPecifications. The City's estimated cost for street lighting is $ 0.00. . 15. ... As th~City of Centerville has a population of less than 5000 people, the City shall pay zero percent(O<Jio) of the cost of construction an<l. installation of the whole traffic actuated signal system at CSAH 54 (including County supplied materials). 16. The County shall pay one hundred percent (100%) of all interconnect costs. \.< 17. > The 9t}t shaJlpay one hundred percent (100%) of Emergency Vehicle Pre-emption (EVP)costs. The City's estimated cost for EVP is $0.00. (Not in cost estimate at this time) .Y .... 18.' The' fQ~!L~~~lLr~1___~!L~~~_~h~LIE~~tl_~~~tc.>~u~_I!~J!~)_4uQ.ffl~~~__~~U_------ indicated in MOD. 19. Deleted: City shall pay their share of mobilization and field office as detennined by MnIDOT. The City's estimated cost of these items is County shall pay all costs of traffic control as indicated in MOU~____um_______ $85,800.00 Deleted: City shall pay their share of traffic control as determined by MnlDOT. The City's estimated cost of these items is $11,400.00 20. summarized below: The total estimated construction cost to the City for the project is 1 Construction and Adjustment of Local Utilities 2 Grading, Base and Bituminous 3 StormSe'Ver 4 Detenti?n Basins (included in Storm Sewer) 5 Concrete Curb & Gutter $397,050.00 $0.00 $,.;:Q;n__n__ _Uh__m_ _ __ _ _ _ U __ __ _ m__ __u m_ _ _ _------{ Deleted: 547,140.72 $0.00 $115,222.00 4 /JL Anoka County Contract No.2006-0558 6 Decorative Medians $0.00 7 Streetscape Features $500,000.00 8 Driveways $6,345.00 9 Concrete Sidewalk $97,617.25 10 Trails $484,777.50 11 Street Lights $0.00 12 Traffic Signals $0.00 13 EVP $0.00 . 14 Mobilization, Field Office $,;Q;_._u0_______n__~_______________n__u___u____------{ Deleted: 85,800.00 15 Traffic Control $&:< ..... . ___m______n__m_m____________-- Deleted: 11,400.00 Total Estimated Share of Construction Cost To The$J~??_?__________n________.___0_~_mm__u________------ Deleted: 2,245,352.47 City Estimated Federal Funds available to the City Total Cost less Federal Funds Total Construction Cost to City :',:.-,':'\,> :,::.'.-:' ..,-,:>,:';'::',-:),':: ,'::: The total estimated constI"llgti~g cost t9~~i'gitx (1essf~~fal Funds) f()rt~e project is $ ~__~~_~):I.2~_9..Il__!~~__~~~~l;t~_R~g.i~_~__f:.:__~~~_~i,~__J~~_~,~~_J>.~j~P~!!9_Il~_~~~~~~!!9_I?,.__------{ Deleted: 1,485,367 .27 engineering will be at a rat~9~~i~t fercent (8~) ()ft!i~ir de~gnated share. Tht:: estimated cost to the City for constructiog~~~~S0*7iS $2Z2~__Ig~~~<:Iut<?!~_~~t_~~~~~_~jS~~<?~_~~t.!9__------- :::: ~::~::7 the City for the Project is $211:';~~-'__~__~';_~__n____;_______~_';_~.:'______:_~__h_nnn____n_________~_n__n._________n___--/ Upon a",ardRfthe ~~ract, ~eCity sl1anpayt~'the G9~ty, upon written demand by the County, ~~t.xJ~~l?!-:Il~__QQ~)-2[j~~.Pgn:j2!!-9Lfu~-.2?.;~t2f.!~~-J?f9j~! _~!~l!!~_<:I_~!_~l??_?:__AI1__.:----- Deleted: ninety five additiona17~%shal1 be p~~~le to; Anoka ~lll1f{g~~unel.2007. The City's share of the ":::" Deleted: 95 constructigl1~st?f~e p'roj~~.~~~l. inclu1~g~~'~g~ructi?~ and construction engineering ", Deleted: 1,581,145.69 expense and doesnCltinclud~!t<!il1Wi~ative exp~s.~sii:l.qUrre4 by the County. $7$9,985.20 '.' $.211-Ln_________._n_____________. _____________.-- ----{ Deleted: 1,485,367.27 \1J150,OOO+~__________________n____h__h________-.-- - { Deleted: 1.485.367.27 Ul'?l1. fmalf?~plet~8~,?~;~p.~project2theCity'~i~are of the construction cost will be based uponll~tua1 cotistrucfjo~'R9,$t\If n~ssllry, adj~ments to the initial ninety five percent (95%) char~ed will ~~a4e ip.th~J()~ of9re4it or adgitional charges to the City's share. Also, the remaining five I>o/ct:nt (5~] oft~;..c:;jty'~.J>9rtion of the construction costs shall be paid. B. Design , Deleted: <#>Analyze and provide plans .: for CSAH 54 south ofCSAH 14 using a .: rural design for an office park : development on the west side of CSAH .: 54. The City's cost for this design is ",/, $6,550.001 .. Deleted: <#>Analyze and provide 1: ____________ ___c________________ _n_____.__________ _ __.____._ _______n_________ ______________ ___. __ _ _ _ _ _ _._ __ ____ J ../ ~rv~':~~ ~i~~~":=;:ts y____ ____h.__. ____________________n_____h______ h_______ _ _ n_n___n______________n______________ ___h_h__h__h____ ___h____n_ _ _J section. The City's cost for lhis design is LIncorporate Streetscape plan and specifications into Project. The City's -'" $5,200.001 estimated cost for this design is $6,800.00 ....i Formatted: Bullets and Numbering ,- Formatted: Bullets and Numbering ............... " Deleted: The design cost for this is $16,150.00 of which the City's cost is $0.00. , '.<...::::.... :,.'.-: ',. : ""::., TheCity shall be resP~~iblifor design costs for plan changes and additions the City requestedfollowing the appro~al of the Memorandum of Understanding. The following changes/additions have been requested by the City: LRevise ponding and drainage computations to relocate two ponds on north side of CSAH 14 (Rehbein property) to south side of CSAH 14. ,]J.1_e:.~j!Y:_~~~l!_~_// 5 /J3 Anoka County Contract No.2006..o558 credited $150.000 toward its share ofproiect costs for providing alternative pond sit es. L The total estimated design cost for the City is $P-:?g2:.u__________7__L~~__i:-m-.m-~.......< Deleted: 18,550.00 Formiltted: Bullets and Numbering Upon award of the contract, the City shall pay to the County, upon \\',Qttelid(:J]land by the County, on hundred percent (100%) of its portion of the design cost of the Pfoj~t~n.nated at $ f!:~QQ:__I~_~_~.i~~~_~~_gK_tp~_':!~~i_~_~~!_~f_fu~_E!"91~~!_~Q~})__iR~!'::lg~_~_I?Jy._g~~~~_~~@!~_~[__.----.{ Deleted: 18,550.00 expense and does not include administrative expenses incurred by the C01lntY. County shall credit toward City share. $150.000 in computing the amount due from City. IV. TERM This Agreement shall continue until terminated as provided hereinafter. V. DISBURSEMENT OF FUNDS All funds disbursed by the County or City pursUlInt to this Agx-eelllent shall be entity pursuant to the method provided by law. . by each VI. CONTRACTS AND PURCHASES All contracts let and purchas~smadepursuanttothisAgreemetlt shall be made by the County in conformance to the State laws. VII. STRICT ACCOUNTABILITY A strict acc9~tipgs~all be Illade ?fall fundsll1l~lJ.:eportof all receipts and disbursements shall be made upoIl.r~qu~St by eith~ party, . VIII' . TERMINATION ," '" This Agx-eement m~Ybe teiixll11at~bYeitheipllity at any time, with or without cause, upon not less than thir:ty (30)\d~ys ~~en lloti<;e d~Myo/ed by mail or in person to the other party. If notice is d~livered~x mail;itshaUb~d.eerp(;dto be received two (2) days after mailing. Such termination shall notbe etIective'.witWresp~t to any solicitation of bids or any purchases of services or goodS which occurred prior to !>l.lc~ notice of termination. The City shall pay its pro rata share of costs which the County incurr~prior to such notice of termination. IX. SIGNALIZATION POWER The f~~~~.Y_~E!!:g_~~_~~~_~!~__~~~~~~.>__~~_~!!_9-~_?~~~~_.tE~_~~~J..1~!~<?~_~f_~__~~~g~~!~_~l~?~~~__------{ Deleted: City power source to the service cabinet for the intersection of Main Street and CSAH 54 (20 Avenue North) including necessary extension of power lines. The ..~~I}E!X_~~_~!L~__!~~__!~~~___------{ Deleted: City agency in this. matter. Upon completion of said traffic control signal installation, the ongoing cost of the electrical power to the signal shall be the sole cost and expense ofthe.f~~_tx:_n_h__h____------{ Deleted: City X. MAINTENANCE 6 /tJJ Anoka County Contract No.2006-0558 1. Maintenance of the completed watermain, sanitary sewer, ~~_!!!lY__gljL~~~l?_~~___------ Deleted: storm sewer (except catch -J I 11 ) sh 11 be th 1 bl' . f th C' basins and catcl1 basin leads), detention anUlor CO ectors a e so e 0 Igatlon 0 e Ity. basins (including ponds andtheiroutIet structures 2. Maintenance of all trails and sidewalks, including snow plowing, shall.lle the sole responsibility of the City. 3. Maintenance of streetlights and cost of electrical power to the streetlights shall be the sole obligation of the City. 4. The City shall be responsible to maintain all streets<1l~f~atUJ:esin~alled with the Project Maintenance shall be performed in accorc:l~ce.~th the. "Anoka County Highway Department landscape/Streetscape GuideliIles dated June 2000." 5. Maintenance of the completed signals and signaleqllipment shall be the sole obligation of the County. 6. The County shall maintain the traffic signal controller, traffic signal. and pedestrian indications, loop detectors and associated wiring of the said traffic control signals at the sole obligation of the County. 7. Painting of the trafficsi~.als shall. be the sole ()bligation of the County. Any variation of painting CQlorstandards will be billed to th~ City. 8. Timing of the traf'fi~signalsshall be determined by the County. 9. Only the County shall have aCcess tothecontrollercalJinets. : ., -c-, 10. The traffic control signals shall be the property of the County. 11''l'n~;Si%~~all bei~Rnsi1Jle for ~~iI1tellance of the luminaries, luminaire relamping, an,d.ltUIlinaire painting. l2.A~fmaiIlieIiance.ofth~E\lP SystelIlS~hall be completed by the County. The City ~hall be billed by the County on a quarterly basis for all incurred costs. H'B"XP Etiptter U~i~' niaxbe installed on and used only by Emergency Vehicles ......ft:spondiIlgto anewergenc)'as dermed in Minnesota Statutes ~169.0l, Subdivision 5, . ~4 9169.93. The. pty.. shall pr,ovide a list to the County Engineer, or the County's 4111y appoiIlted rt:Presentati"e,of all such vehicles with emitter units on an annual basis. . . . 14. Malfunctions oftheEVP Systems shall be immediately reported to the County. 15. All timing of said EVP Systems shall be determined by the County. 16. lothe event said EVP Systems or components are, in the opinion of the County, being misused, or the conditions set forth are violated, and such misuse or violation continues after receipt by the City, written notice thereof from the County, the County shall remove the EVP Systems. Upon removal of the EVP Systems pursuant to this .. paragraph, the field wiring, cabinet wiring, detector receiver, infrared detector heads 7 /()~ Anoka County Contract NO.2006-0558 and indicator lamps and all other components shall become the property of the County. XI. NOTICE For purposes of delivery of any notices hereunder, the notice shall be effective if delivered to the County Administrator of Anoka County 2100 Third Avenue North, An9ka,Minnesota 55303, on behalf of the County, and the City of CentervilIe, 1880 Main Street, CentervilIe, MN 55449, on behalf ofthe City XII. INDEMNIFICATION ;..., The City and the County mutually agree to indenmify and h?ldharmIess each other from any claims, losses, costs, expenses or damages resultiIlg .from the~~ts or omissions o{ the respective officers, agents, or employees relating to activities conducted by either party under this Agreement. XIII. ENTIRE AGREEMENT REQl.JIlWMENT OF A\llRITING It is understood and agreed that this Agreement supersedes all the subject matter parties to the subject provisions of this duly signed by the parties. 8 jJt Anoka County Contract No2006-0558 IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their bands on the dates written below. COUNTY OF ANOKA CITY OF By: Margaret Langfeld, Chair Anoka County Board of Commissioners Dated: ATTEST Administrator By: By: Dan Klint .. Assistant Anoka County Attorney James Hoeft City Attorney Dated: Dated: 9 /01 CITY OF CENTERVILLE ANOKA COUNTY, MINNESOTA ORDINANCE # SECOND SERIES AN ORDINANCE AMENDING CHAPTER 30 OF THECENTERVll.LE CITY CODE BY AMENDING SECTION 30.02 RELATING TO MAYOR AND COUNCIL THE CITY OF CENTERVILLE ORDAINS: Section 1. Code Section 30.02 shall be amended to read as follows: 30.02 MAYOR AND COUNCIL OBLIGATIONS, SALARY OF MAYOR & COUNCIL/SPECIAL REQUIREMENTS FOR ELECTED OFFICIALS TO BE CONSIDERED FOR CITY EMPLOYMENT (A) Obligation to attend meetings. It is the obligation of each elected official to attend regular and special meetings and; the Council may compel the attendance of members. There will be no penalty for members missing up to three (3) regular or special meetings per year; thereafter a missed meeting will result in a , unless excused by majority vote of the Council. (B) Salary of Mayor. The salary for the Mayor is hereby established at $ per month plus an additional $25.00 for each special Council meeting and workshop attended. (Effective date 1/1/2007) (C) Salary of Council members. The salary for Council Members is hereby established at $ per month plus $25.00 for each special Council meeting and workshop attended. (Effective date 1/1/2007) (D) Eligibility for employment. An incumbent mayor or council member may not be considered for regular employment with the City unless such person has resigned from such elected office before making application for employment. A former Mayor or Council Member may not be considered for the positions of Administrator, Finance Director or Public Works Director unless at least has elapsed since holding such elected office. Section 2. Effective Date. Sections 30.02 (B) & (C) shall be effective on January 1,2007. The balance of this ordinance shall be effective immediately upon its passage and publication according to law. PASSED AND DULY ADOPTED this Council of the City ofCenterville. day of , 2006 by the City CITY OF CENTERVILLE BY: Mary Capra, Mayor ATTEST: Teresa Bender, City Clerk Version 3 1 /tJjJ CITY OF CENTERVILLE ANOKA COUNTY, MINNESOTA ORDINANCE#_ SECOND SERIES AN ORDINANCE AMENDING CHAPTER 30 OF THE CENTERVILLE CITY CODE BY AMENDING SECTION 30.02 RELATING TO MAYOR AND COUNCIL THE CITY OF CENTERVILLE ORDAINS: Section 1. Code Section 30.02 shall be amended to read as follows: 30.02 MAYOR AND COUNCIL OBLIGATIONS, SALARY OF MAYOR & COUNCIL/SPECIAL REQUIREMENTS FOR ELECTED OFFICIALS TO BE CONSIDERED FOR CITY EMPLOYMENT (A) Obligation to attend meetings. It is the obligation of each elected official to attend regular and special meetings and; the Council may compel the attendance of members. There will be no penalty for members missing up to three (3) regular or special meetings per year; thereafter a missed meeting will result in a (kdud' HI rn compef)~a(iul] of $)() per meeting, unless excused by majority vote of the Council. (B) Salary of Mayor. The salary for the Mayor is hereby established at $" :" 1,1 I per month plus an additional $25.00 for each special Council meeting and workshop attended. (Effective date 1/1/2007) (C) Salary of Council members. The salary for Council Members is hereby established at $ i'~ II ili l per month plus $25.00 for each special Council meeting and workshop attended. (Effective date 1/1/2007) (D) Eligibility for employment. An incumbent mayor or council member may not be considered for regular employment with the City unless such person has resigned from such elected office before making application for employment. A former Mayor or Council Member may not be considered for the positions of Administrator, Finance Director or Public Works Director unless at least has elapsed since holding such elected office. Section 2. Effective Date. Sections 30.02 (B) & (C) shall be effective on January 1, 2007. The balance of this ordinance shall be effective immediately upon its passage and publication according to law. PASSED AND DULY ADOPTED this Council of the City of Centerville. day of , 2006 by the City CITY OF CENTERVILLE BY: Mary Capra, Mayor ATTEST: Teresa Bender, City Clerk Version 3 1 /IJtj CITY OF CENTERVILLE ANOKA COUNlY, MINNESOTA ORDINANCE # _, Second Series AN ORDINANCE AMENDING CITY CODE, CHAPTER 154.016: NONCONFORMING USES AND STRUCTURES THE CITY COUNCIL OF THE CITY OF CENTERVll..LE ORDAINS: Section 1. Section 154.016 of the Centerville City Code is hereby amended by adding the following paragraphs as subsections (G) and (H): (G) Construction of one detached accessory building, not exceeding 200 square feet will be considered an incidental alteration, and may be permitted in conjunction with a legal, non-conforming use, provided its purpose is solely for storage and that setback, lot coverage and other requirements of the district are complied with. (H) Construction of an uncovered deck or open porch, not exceeding 100 square feet, construction of fences and construction of above ground pools up to 15 feet in diameter shall be considered incidental alterations, and may be permitted in conjunction with a legal, non-conforming use, provided lot coverage and other requirements of the district are complied with. Seetioll 2. EtTective Date. This Ordinance shall be effective immediately upon its passage and publication according to law. ADOPTED this _ day of Centerville. , 2006, by the City Council of the City of Mary Capra, Mayor ATTEST: Teresa Bender, City Clerk jltJ =~ UNORTHSTAR COMMUTER RAIL July 12, 2006 Ms. Teresa Bender City Administrator City Of Centerville 1880 Main St Centerville MN 55038-9794 Dear Ms. Bender, We have much to celebrate thanks to elected officials, community and business leaders, and other Northstar Commuter Rail supporters who have continued to advocate for a new transportation alternative. Regional projects such as this are critical to investing in cost-effective transportation projects that support business and keep the state competitive. Over the past several months, the Northstar project has achieved many significant milestones toward delivering the state's first commuter rail line. Here are a few recent highlights: Minnesota Legislature Finalizes State Funding for Northstar Project's Construction On June 1, Gov. Tim Pawlenty signed the 2006 bonding bill, authorizing $60 million in state bonding for construction of the Northstar project. More than 200 elected officials, business leaders and Northstar supporters attended the bill signing event at the site of the future Northstar Elk River station. Combined with the Legislature's approval of $37.5 million in 2005, this year's bill completes the state's capital share needed to pursue the 50 percent federal matching funds for the Northstar project's construction. Gov. Pawlenty, the chief authors of the Northstar legislation - Rep. Kathy Tingelstad (R-Andover) and Sen. Don Betzold (DFL-Fridley) - and others noted the significance of delivering commuter rail to one of the fastest growing corridors in Minnesota. While the work of so many allowed us to achieve this milestone, these state leaders and Minnesota's congressional delegation deserve our collective thanks for their leadership and personal commitment to the Northstar project. The Next Steps for the Northstar Project Completion of the state's capital commitment gives the Northstar Corridor Development Authority (NCDA) the green light to work toward final design and to secure federal funding for construction. The NCDA is hopeful that the Federal Transit Administration (FTA) will approve a 50 percent federal match in time to begin construction in 2007. The project team will then build stations and finalize operating agreements over the next three years before opening the service in 2009. Watch for construction updates at www.mn- GetOnBoard.com. BNSF Railroad Agreement in Principle Guarantees Northstar Trains Use of Train Tracks The Northstar project cleared another major hurdle this spring when the State of Minnesota, NCDA and BNSF Railway reached an agreement in principle that will allow Northstar to run on existing BNSF train tracks indefinitely from Big Lake to downtown Minneapolis. Highlights from the agreement in principle include: ~.:I;,'IJJ,~if#ili!!I!!Ii~'ytJi~'f!4;;:ii~''if/Vt:t'';:'Y,;I'''''''''' Northstar Corridor Development Authority 2100 3rd Avenue, Anoka, Minnesota 55303-2265 1-888-478-NSTAR (6782) (763) 323-5700 Fax: (763) 323-5682 www.mn-GetOnBoard.com 00114 . A guaranteed number of passenger rail trips per day on BNSF tracks throughout the life of the Northstar Commuter Rail line. Northstar trains will provide five trips to Minneapolis and one reverse trip during weekday mornings, five trips to Big Lake and one reverse trip during weekday afternoons/evenings and three round trips on each weekend day. Service for events can also be negotiated. In total, Northstar trains are expected to provide capacity for more than 2 million rides per year. Flexibility to negotiate additional service or an extension of the line in future years. . . Revised Cost Estimates Prepare Northstar Project for Final Design Because the FTA now locks in the federal contribution for transit projects at the start of the final design process, the NCDA has adjusted the project's total construction budget to $307.3 million to address risks identified by the FTA that might arise during final design. The adjusted budget will maximize federal matching funds, which maintains the funding contribution ratios of federal - 50 percent, state - 33 percent, and local - 17 percent. The state and local shares have been approved. The support of local communities across the state has helped the Northstar Commuter Rail project achieve significant milestones. We look forward to working between now and 2009 to complete this important regional asset to a comprehensive, statewide transportation system. To learn more about the Northstar project or how you can help advance it, please contact the NCDA at (763) 323-5729 or at 1-888-478-6782. For the latest news on the Northstar project, please visit our web site at www.mn-GetOnBoard.com. Thank you for your continued interest. Sincerely, il- -I1.A_~t Duane Grandy Chair, Northstar Corridor Development Authority COUNTY OF ANOKA OFFICE OF COUNTY ADMINISTRATION GOVERNMENT CENTER 2100 3RD AVENUE. ANOKA, MINNESOTA 55303-2265 (763) 323-5700 July 13,2006 TIM: Y ANTOS Deputy County Administrator Direct #763-323-5692 RECEIVED JUl 1 7 2D08 The Honorable Mary Capra Mayor, City of Centerville 1880 Main Street Centerville, MN 55038-9794 CENTERVllLE, MN Dear Mayor Capra: For your information and file, please be advised that the Anoka County Board of Commissioners, at the most recent meeting of Tuesday, July 11, 2006, adopted the enclosed Resolution #2006-104, Relating to the Issuance of a Permit for Archery Deer Hunting in Designated Areas of the Rice Creek Chain of Lakes Regional Park Reserve. Should you have any questions regarding this matter, please contact Jeff Perry, Anoka County Natural Resources Specialist at 763-767-2861. Sincerely, ~}~ Tim Yantos Deputy County Administrator TY:tp Enclosure ~las Larson, Administrator, City of Centerville John VonDeLinde, Parks and Recreation Director cc: FAX: 763-323-5682 Affirmative Action / g~9pportunity Employer TDD/TTY: 763-323-5289 BOARD OF COUNTY COMMISSIONERS Anoka County, Minnesota DATE: July 11, 2006 OFFERED BY COMMISSIONER: Lang RESOLUTION #2006-104 RELATING TO THE ISSUANCE OF A PERMIT FOR ARCHERY DEER HUNTING IN DESIGNATED AREAS OF THE RICE CREEK CHAIN OF LAKES REGIONAL PARK RESERVE WHEREAS, the Anoka County Board of Commissioners has been informed by the Anoka County Parks and Recreation Department that the deer population in the Rice Creek Chain of Lakes Regional Park Reserve is in excess of an ecologically sustainable deer herd; and, WHEREAS, the Parks and Recreation Department has surveyed the deer population to be in excess of 38 deer per square mile in areas of Rice Creek Chain of Lakes Regional Park Reserve; and, WHEREAS, an excess deer population creates a danger to users of roads and highways surrounding and within the park; and, WHEREAS, the management goal of the Parks and Recreation Department is to sustain a deer population density of 15 to 20 deer per square mile at the Rice Creek Chain of Lakes Regional Park Reserve based on aerial survey indices and other deer management variables: NOW, THEREFORE, BE IT RESOLVED that the Anoka County Board of Commissioners hereby authorizes the director of Parks and Recreation to issue 50 permits for archery deer hunting by state licensed hunters possessing a valid 2006 Anoka County Archery Deer Hunting Permit ($10.00 fee) in the designated areas illustrated in map (attached). This permit is effective from October 6, 2006, to, and including, December 31,2006, with certain restrictions. BE IT FURTHER RESOLVED that the Anoka County Board of Commissioners does hereby request that the Parks and Recreation Department conduct an analysis of the effect of the permit upon the deer population and that the analysis be conducted after the permit sunset date on December 31, 2006, and before the next following deer hunting season for consideration by the county board. BE IT FINALLY RESOLVED that the Cities of Blaine, Lino Lakes, Circle Pines, and Centerville be notified of the passage of this resolution and be provided a copy of it. STATE OF MINNESOTA) COUNTY OF ANOKA ) 55 1, John "Jay" McLinden, County Administrator, Anoka County, Minnesota, hereby certify that I have compared the foregoing copy of the resolution of the county board of said county with the original record thereof on file in the Administration Office, Anoka County, Minnesota, as stated in the minutes of the proceedings of said board at a meeting duly held on July 11,2006, and that the same is a true and correct copy of said original record and of the whole thereof, and that said resolution was duly passed by said board at said meeting. Witness my hand and seal this 11th day of July 2006. ~~~EN COUNTY ADMINISTRlI.TOR YES NO DISTRICT#I-BERG x DISTRICT #2 - LANG x DISTRICT #3 - LANGFEW x DISTRICT #4 - KORDIA.K x DISTRICT #5 - LEDoux x DISTRICT #6 - Srv ARAJAH x DISTRICT #7 - ERHART x RESOLUTION #2006-104 Page 2 tlJ .~ ct HJ . '(j') W iX (f) ,j l.i.r~ .~.~ ~~'~cL l.lJ --3': .~,~.,g ./l!: @. z .:~.3~':~; .~. ~. '(:9. ~B'~ 1;35E :;t. :& ill I (J' te <C o to '. '. ...J" (Q'---1CL <:> .' . oA" J~r~ ~,.,. 'J;-.,.. . ~gl 1-35E z~,. uJ ~ ::> 0 u u. ><: -' 0 0 uJ Z Cl uJ ::i >< a:: u w Z a:: f-- '0 0 ~ ;;,; 0 ~ :r .,;~~i;' ,,::' NU. 0, '002 ' 'WLU<( tit(/) '-LULU. . O::-'';{' t;LUo 'W(/) io::~@ <il-';{ (3(/)2 LU :::> Cl. a..2W (f) W o '+\j;'t ervi{{e <Esta6fisn elf 1857 1880 :Main Street, Centervi[(e, :M:N 55038 651-429-3232 or <Fa:{. 651-429-8629 July 20, 2006 Doug Fischer County Engineer Anoka County Highway Dept. 1440 Bunker Lake Blvd. NW Andover, MN 55304 Dear Mr. Fischer: We understand that you received a letter from Lino Lakes requesting that the County undertake a study of the transportation system,in area of 20th Avenue and CSAH 14 to determine if other alternatives may be more effective in handling traffic than is currently proposed. The City Council was informed of the request at their meeting of July 12, 2006. CenterviIle has from the beginning questioned if the planned transportation improvements along CSAH 14 from 20th Avenue (CSAR 54) east to the I35E interchange provide the best end result. We think that the process has focused too much on intersection spacing policies and not enough on the actual traffic impacts of the selected design. Therefore, the City Council of Centerville requests that the County take the necessary steps to conduct the transportation study that has been suggested by Lino Lakes, with an eye toward incorporating any appropriate changes into the I35E interchange reconstruction plan. Thank you for considering this request. Yours truly, !p~~ Dallas Larson City Administrator Cc: Mike Grochala, Community Development, Lino Lakes CenterviUe Mayor and City Council