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06-14-04 CC
OTSEGO CITY COUNCIL MEETING OTSEGO CITY HALL JUNE 14, 2004 6:30 PM 1. Mayor Larry Fournier will call the meeting to order. Mayor Fournier called the meeting to order at 6:30 PM. Roll Call: Mayor Larry Fournier; Councilmembers: Vern Heidner, Virginia Wendel, Jerry Struthers and Dan Scharber. Staff: Mike Robertson, City Administrator; Judy Hudson, City Clerk/Zoning Administrator; Andrew MacArthur, City Attorney; Dan Licht, City Planner and Ron Wagner, City Engineer. Pledge of Allegiance: Mayor Fournier led in the Pledge of Allegiance. 2. Consider agenda approval. CM Wendel requested to add under Item 9.2. Police Commission Meeting Update. Mike Robertson requested to add Park Shelter Reservations under Item 10.3. Ron Wagner requested to add Otsego Levee Meeting under Item 7.12. Mayor Fournier requested to add under Item 8.3. Property nuisance violation. CM Struthers motioned adoption of agenda as amended. Seconded by CM Wendel. All in favor. Motion carried. 3. Consider the following minutes 3.1. City Council Meeting of May 24, 2004. Mayor Fournier motioned adoption. Seconded by CM Struthers. Voting For the Motion: Mayor Fournier, CM Wendel, CM Struthers and CM Scharber. Abstained: CM Heidner (did not attend meeting). Motion carried. 4. Open Forum: (5 minute limit) Amy Sell is a member of the Otsego Jaycees. They are hoping to have a one -day event on August 7, 2004 with the VFW at their site on Quaday Avenue. They will be selling liquor at their event. Mr. MacArthur explained they need a One Day Liquor License. Mr. Licht explained this is an allowed use on the VFW property. Mr. Robertson explained the Quaday Avenue Construction Project will be started by that time. Rose Cassady, Chair of the Otsego Festival, asked for a contribution for the Otsego Festival, which will be held on September 18, 2004 from 10 AM to 6 PM. CM Heidner motioned to donate to the Otsego Festival Corporation $2,000. Seconded by CM Wendel. All in favor. Motion carried. Council directed money to come from the City Council Contingency Fund. City Council Meeting of June 14, 2004. Page 2. 5. Consent Agenda. (Non -controversial items). 5.1. Approve Claims List. 5.2. Approve Bonestroo Engineering Services for East Plant #2 of $526.39. 5.3. Approve Bonestroo Engineering Services for West Plant of $43,431.07. 5.4. Approve Pay stimate No. 7 to CB&I for Water tower #2 of $85,025.00. 5.5. Approve Change Order No. I to CB&I, Inc. for Water tower #2 of $12,547.00. CM Heidner motioned adoption. Seconded by CM Scharber. All in favor. Motion carried. 6. Dan Licht, City Planner, 6.1. Robert and Anna Cederberg: A. Rezoning from R-2 District to R-3 Residential District. B. Preliminary Plat for development of 4 residential lots. Dan Licht presented the Planner's Report. Mr. Wagner presented the Engineering Report. Dennis Peterson, Surveyor with Bogart and Peterson, said he tried to come up with a better alignment but were unable to make a one -acre lot out of Lot 3. CM Heidner noted that although they gave up 60 feet on the north end of their property and the vacation of 87th Street gave them back 33 feet on the south end of their property. He said that since there are unusual circumstances with this plat he feels there is justification for an irregular lot line. The Council agreed and said the applicant should work with staff to resolve this. CM Heidner motioned to approve a Zoning Map amendment to rezone the subject site form R-2 District to R-3 District based upon a finding that the request is consistent with the Comprehensive Plan. Seconded by CM Scharber. All in favor. Motion carried. CM Heidner motioned to approve the Cederberg Estates Preliminary Plat, subject to the nine conditions listed in the Findings of Fact. Seconded by CM Scharber. All in favor. Motion carried. 6.2. The Village: A. Concept Plan Review for development of a Mixed Use Residential Development consisting of 114 units. Dan Licht presented the Planner's Report. Ron Wagner presented the Engineering comments. Rick Harrison, designer of project asked for allowance on Item No. 8 regarding the side yard setbacks asking for 10 feet on the living side and for 5 feet on the garage side. Dan Licht explained the City has always held firm for 10 feet but could have some flexibility on the bay homes. Mayor Fournier said his concern is with the flag lots and the City has always discouraged flag lots. CM Scharber questioned the need for all the public trails between the public streets. After discussion the City Council requested to add to Condition No. 10 subject to City Council approval. City Council Meeting of June 14, 2004. Page 3. Mayor Fournier motioned to approve a PUD Concept Plan for The Villages, subject to the 11 conditions listed in the Findings of Fact changing Condition No. 8 change to architectural standards and add to Condition 10, subject to City Council approval Seconded by CM Wendel. All in favor. Motion carried. 6.3. Edwin and Elizabeth Specht: A. Preliminary Plat and CUP to create one -acre residential lot. B. Final Plat. Dan Licht presented the Planner's Report. Ron Wagner reviewed his Engineering comments. Ed Specht, applicant, agreed with the conditions. CM Heidner motioned to approve a CUP for lot size less than 20 acres in an A-2 District and the Preliminary/Final Plat for Thompson Manor, subject to the six conditions listed in the Findings of Fact. Seconded by CM Struthers. All in favor. Motion carried. 6.4. DR Horton: A. Rezoning from Agriculture to R-6 Residential Townhouse, Quadraminium and Low Density Multiple Family District. B. Preliminary Plat/PUD-CUP. C. Final Plat for Zimmer Farms 3rd Addition. Dan Licht presented the Planner's Report. Ron Wagner presented the Engineering Comments. The applicant, Tom Bakritges of DR Horton, agreed with the all the conditions. CM Scharber motioned to approve a Zoning Map Amendment rezoning the area of Block 5 from A-1 District to R-6 District based on a finding the request is consistent with the Comprehensive Plan. Seconded by CM Heidner. All in favor. Motion carried. CM Scharber motioned to approve a PUD -CUP Preliminary Plat for the area of Flock 5 and the Zimmer Farms 3rd Addition Final Plat, subject to the seven conditions listed in the Findings of Fact. Seconded by CM Heidner. All in favor. Motion carried. 6.5. Waterfront East: 1. PUD Development Stage Plan for the Otsego Waterfront East. Dan Licht presented the Planner's Report. Ron Wagner presented the Engineering Report. Bob Fields, LandCor, thanked the city for their support in working with the DNR. He said the interchange on Highway 101 is critical to this project. Mayor Fournier said that the City would prefer an asphalt rather than a wood chip trail on the DNR easement. Mr. Licht said he will contact the DNR regarding this. CM Wendel motioned to approve a PUD Development Stage Plan and Final Plat for Waterfront East, subject to the 18 conditions listed in the Findings of Fact. Seconded by CM Scharber. All in favor. Motion carried. City Council Meeting of June 14, 2004. Page 4. Mr. Fields also asked for a reduction in the SAC and WAC Fees for the Hotel and Water Park as outlined in his attached letter of June 11, 2004. Mr. Robertson went over Mr. Fields request. After Council discussion they requested Mr. Fields to provide staff with water bills from other similar hotels. 6.6. Zip Code Request. Dan Licht went over his report. CM Heidner motioned to authorize for the letter to be sent with the following changes - letter should state that the letter is from Otsego, include Dayton's Zip Code, include that Otsego covers 34 square miles, include former township, clarify the distances from the center of the City, note that Otsego is larger than all the communities with Post Offices serving Otsego except for Elk River and that the growth rate of these other communities aren't as high as Otsego, economic factors, and safety concerns. Seconded by CM Scharber. All in favor. Motion carried. 7. Ron Wagner, City Engineer. 7.1. Request for Streetlight Ron Wagner went over the request and said these lights should have been previously installed. There will be no charge and will be done soon. 7.2. Consider Awarding Bid for Kurtti Watermain Improvement Ron Wagner went over the bids. CM Heidner motioned to approve Resolution 2004-33 awarding the bid for the Improvement of Trunk Watermain across the Kurtti property COP 04-01 to Northdale Construction for $72,429.77. Seconded by CM Scharber. All in favor. Motion carried. 7.3. Consider Awarding Bid for Lift Station #4 Improvement Ron Wagner went over the bids. CM Wendel motioned to approve Resolution 2004-34 awarding the bid for construction of Lift Station #4 and Force Main COP 04-04 to Barbarossa & Sons for $387,594.00. Seconded by CM Scharber. All in favor. Motion carried. 7.4. Consider Awarding Bid for 2004 Street Maintenance Program Ron Wagner went over the bid. CM Struthers motioned to approve Resolution 2004-35 awarding the bid for the 2004 Street Maintenance Project 04-06 to Allied Blacktop for $134,132.50. Seconded by Mayor Fournier. All in favor. Motion carried. 7.5. Accept Feasibility eport for Waterfront East Improvement Ron went over the Feasibility Report. Ron said he won't have plans and specs ready for next time, as there are more items he needs to received from the developer. Mayor Fournier motioned to accept Resolution 2004-39 accepting the Feasibility Study for Trunk Watermain, Trunk Sanitary Sewer, Trunk Stormwater and City Streets in Otsego Waterfront East. Seconded by Heidner. All in favor. Motion carried. City Council Meeting of June 14, 2004. Page 5. 7.6. Approve Plans & Specs for Quaday Avenue Improvement CM Struthers motioned to approve Resolution 2004-36 approves Plans and Specs for Quaday Avenue (78th Street to CSAH 37) subject to state aid approval and Resolution 2004-37 relating to Parking Restrictions on Quaday Avenue SAP 217- 107-04 from CSAH 37 to 78th Street. Seconded by CM Heidner. All in favor. Motion carried. 7.7. Approve Plans & Specs for MacIver Avenue Improvement Ron Wagner went over the Plans and Specs for MacIver Avenue. CM Heidner motioned to approve Resolution 2004-38 approving Plans and Specs for MacIver Avenue. Seconded by CM Scharber. All in favor. Motion carried. 7.8. PUBLIC HEARING A. Vacation of a Drainage and Utility Easement for Outlot A, Waterfront West 2°a Addition. Mr. Wagner presented the Engineering Report. Judy Hudson attested that all proper posting and publishing was completed. Mayor Fournier opened the Public Hearing at 8:39 PM. Hearing no public comments Mayor closed the Public Hearing at 8:40 PM. CM Heidner motioned to table until after we receive approval of development on this parcel. Seconded by CM Scharber. All in favor. Motion carried. 7.9. Consider setting Bond Sale for Quaday Avenue Improvement. CM Scharber motioned to approve a Resolution setting Bond Sale for Quaday Avenue Improvement Resolution. Seconded by CM Struthers. All in favor. Motion carried. 7.10. Change Order No. 4 for Mark J. Traut Wells, Municipal Wells 4 & 5 for $3,444.40. CM Scharber motioned to approve Change No. 4 for Mark J. Traut Wells, Municipal Wells 4 & 5 for $3,444.40. Seconded by CM Wendel. All in favor. Motion carried 7.11. Change Order No. 1 for Mark J. Traut Wells, Municipal Well 6 for $14,952.00. CM Heidner motioned to approve Change Order No. 1. Seconded by CM Scharber. All in favor. Motion carried. 7.12. Any other Engineering Items. ems. A. Otsego Levee Meeting_ Ron Wagner said he attended along with Mayor Fournier and CM Struthers. There were about 25 residents. Dana Warner of Army Corp of Engineering discussed how the residents should be maintaining the dike. There was a lot of discussion and they were supportive of maintaining and giving easement. Mayor Fournier said the residents asked if a notice could be put in the Otsego View that their backyards are private and not public property. City Council Meeting of June 14, 2004. Page 6. 8. Andrew MacArthur, City Attorney. 8.1. Quaday Avenue Easement Agreements. Mr. MacArthur reviewed. 8.2. Consider Nuisance Ordinance. Mr. MacArthur reviewed the Ordinance. CM Struthers motioned to adopt Ordinance 2004-15 amending the Otsego City Code to provide for Administrative Enforcement of Code Regulations. Seconded by CM Scharber. All in favor. Motion carried. CM Struthers motioned to approve the Ordinance Summary of Otsego Ordinance No. 2004-15 for publication. Seconded by CM Scharber. All in favor. Motion carried. CM Struthers motioned to adopt Resolution 2004-32 adopting Administrative Enforcement Civil Penalty Schedule. Seconded by CM Scharber. All in favor. Motion carried. Mayor Fournier said he has received a phone call regarding the junk and vehicles on a resident's property. Staff said they have this resident on the Citation List. 9. Council Items: 9.1. East and West Sewer Plant Update. There are no updates. 9.2. Police Commission. CM Wendel reported the Police Commission requested the Speed Wagon on 83`d Street and the shoulder repair of this Street. They would like to see the Noise Ordinance. They won't have a meeting in July but will have two in August. They also requested to lower the speed limit on the service road on CSAH 39 west of Ochoa Ave. 10. Mike Robertson, Citv Administrator. 10.1 Cleanup Month Report The Council agreed this was a successful Cleanup Month and will again do next year. 10.2. Consider Change Order #2 for West Wastewater Treatment Plant CM Struthers motioned to approve Change Order #2 for West Wastewater Treatment Plant for $13,429.00 to Rice Lake Construction Group. Seconded by Mayor Fournier. All in favor. Motion carried. 10.3. Park Reservation Program. Mike Robertson will have this on the next City Council Agenda. 11. Judy Hudson, City Clerk. No updates. City Council Meeting of June 14, 2004. Page 7. 12. Adjourn by 10 PM. CM Scharber motioned to adjourn. Seconded by CM Wendel. All in favor. Motion carried. Meeting adjourned at 9:59 PM. ayor L r Fournier ATTEST Q�w� Ju uds City Clerk/Zoning Adm. <NAME> 14 June 2004 Page 3 We greatly appreciate your consideration of this request. If there is any additional information we may provide or if you have any questions about the community, please do not hesitate to contact City Administrator Mike Robertson at 763.441.4414. Thank you in advance for you assistance. Sincerely, CITY OF OTSEGO Larry Fournier Mayor PC. Mike Robertson, City Administrator Senator Mark Dayton Senator Norm Coleman Representative Mark Kennedy <NAME> 14 June 2004 Page 2 Furthermore, the size of the City and physical barriers segregating the City from the balance of the Zip Code areas results in a greater distance between the community and postal service locations. The distance of the Post Office within each Zip Code to the City of Otsego's boundary is shown in the table below. These distances make service delivery more difficult both for the USPS and for Otsego residents and business, who may need to pick up stopped mail, buy stamps, mail large packages, etc. Post Office Address Distance from Otsego Elk River 560 3` Street 0.25 mi. Rogers 21125 John Milless Drive 3.00 mi. Monticello 331 Broadway Street E 4.50 mi. Albertville 5900 Main Street 1.00 mi. We would note that while identifying the addresses of these Post Offices on the USPS website, typing "Otsego" into the search box did not identify the Elk River or Rogers Post Offices, which are the Zip Codes where a majority of the City's existing population and businesses are located. Population Growth. The City of Otsego is experiencing expansive urban development within the community. As part of its Comprehensive Plan, the City anticipate adding 400 to 600 new dwelling units to the community each year through 2040, resulting in the population projections outlined in the table below. On-going urban development within the City of Otsego is accompanied by similar growth rates in the Cities of Elk River, Rogers, Monticello and Albertville where Otsego's postal services currently originate from. This information suggests that establishment of a Zip Code unique to the City of Otsego at this time is appropriate in anticipate of future service need and also the likely need to establish an Otsego Post Office in the future. The City of Otsego owns land in the central part of the City near City Hall that could be developed in the future as a Post Office location. City of Otsego Projected Population 2003-2040 2000 2003 2005 2010 2015 2020 2025 2040 Households 2,062 3,199 3,471 5,721 8,971 12,221 15,471 21,471 H.H. Size 3.08 3.05 3.00 2.95 2.95 2.90 2.90 2.75 Population 6,346 9,757 10,413 16,877 26,464 35,441 44,865 59,045 Source: U.S. Census 2000 Northwest Associated Consultants, Inc. On-going urban development within the City of Otsego is accompanied by similar growth rates in the Cities of Elk River, Rogers, Monticello and Albertville where Otsego's postal services currently originate from. This information suggests that establishment of a Zip Code unique to the City of Otsego at this time is appropriate in anticipate of future service need and also the likely need to establish an Otsego Post Office in the future. The City of Otsego owns land in the central part of the City near City Hall that could be developed in the future as a Post Office location. FOR CITY LETTERHEAD 14 June 2004 <NAME> District Manager, Customer Service and Sales U.S. Postal Service 100 S. 1 sc Street Minneapolis, MN 55401-9998 Dear <NAME>: This letter is written on behalf of the City of Otsego, Wright County, Minnesota requesting that the United States Postal Service (USPS) consider establishment of a new Zip Code consistent with the boundaries of the municipality. We make this request based on the following factors: Community Identity. The City of Otsego is an incorporated township with an area of over 20,000 acres. Maintaining a strong community identify over such a large area is difficult and the lack of a single Zip Code for the community hinders these efforts. Residents and businesses within the four Zip Codes established to include the City of Otsego tend to identify themselves in more closely with the community in which their Zip Code is based than the Otsego. A Zip Code unique to the City of Otsego would allow for more direct identification of a given address in the community with the City. Physical Barriers. The boarders of the City of Otsego are defined by the Mississippi River, the Crow River and Interstate 94. These physical barriers segregate the City from the postal service areas established by the current Zip Codes and complicate service delivery. A map of the City and of the region is attached to this letter for reference. Service Delivery. The City of Otsego is currently divided between four Zip Codes; Elk River (55330), Rogers (55374), Monticello (55362) and Albertville (55301). The City has previously received authorization from the USPS to use "Otsego" in addressing all mail within the community regardless of Zip Code. However, the City and others have encountered difficultly in sending mail with an "Otsego" address through all but the Elk River post office. Establishment of a Zip Code consistent with the municipal boundaries of the community would improve service delivery for residents and businesses making their address correspond to their City location. ITEM 6.6 NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com ►At:4►,IQC7_1►19111J, TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 9 June 2004 RE: Otsego — Zip Code Request NAC FILE: 176.08 - 04.11 Our office was directed by the City Administrator to prepare a letter to the United States Postal Service requesting a new Zip Code be established based on the municipal boundaries of the City of Otsego. The form of this letter is based on a review of correspondence related to the City of Hermantown, Minnesota's request for a Zip Code. The process after the request is submitted is that the USPS does a feasibility analysis of the proposed Zip Code related to service capacity and areas, cost impacts, facilities and other factors. The draft letter will be reviewed by the City Council at their meeting on 14 June 2004. City Staff is asking for a motion approving the Mayor to sign the letter and for it to be submitted to the USPS. Page 2 of 2 7. The length and size of pipe should be labeled on the plan for the water service. The proposed rim elevation of the sanitary manhole must be shown on the plan. 9. Various green areas around the building and curb have slopes greater than the allowable 10%. 10. The curb in the parking lot should be labeled tip -out where applicable. The B612 curb detail should be updated to show both types of curb. 11. A detail for pavement thickness should be included in the plans. 12. CB and CB/MH sizes should be shown on the plans, or referenced to a detailed storm sewer table. 13. Chimney Seals are required on all sanitary manholes. 14. All sanitary manholes must be moisture proof inside and out with Hi -build Tneme Tar 46H-413 or approved equal (refer to City of Otsego Engineering Manual Standard Plates.) 15. An erosion control detail must be shown on plans. 16. City of Otsego Engineering Manual Standard Plate 311 must be referenced to, or shown on the plans. 17. A hydrology report must be submitted. 18. Sawcuts and milling along the edge of the existing bituminous pavement shall be depicted on the plans. We recommend approval contingent on the above comments being addressed. Resubmittal is required for approval. \\HaOI\Shared Docs\Municipal\Aotsego2xxx\2500\ot2500retailrvwl.doc I mall"131 To: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Andy MacArthur, City Attorney Bob Fields, LandCor Steve Fischer, LandCor Rhonda Pierce, Pierce Pini & Associates From: Ronald J. Wagner, PE Date: June 2, 2004 Re: Otsego Waterfront 3rd Addition Lot 1, Block 1 - Retail We have reviewed the Grading, Drainage, Erosion Control and Utility Plan, dated 4/27/04, for the above -referenced subdivision and would offer the following comments: Grading, Drainage, Erosion Control, and Utility Plan Existing and proposed contours for the entire project area must be shown on the grading plan. Additional spot elevations are necessary along the curb line to verify a smooth connection between the existing and proposed curb. 2. In the northeast corner of the site, the proposed curbing must be shown connecting to the existing curb. Please verify. 3. 91" Street NE is labeled wrong, Please verify. 4. Quaday Avenue NE is not labeled on the grading, drainage, erosion control and utility plan. 5. Insulation is required between the sanitary sewer and storm sewer at the crossing located south of sanitary MH 1. 6. The sanitary sewer material type and classification must be labeled on the plan. (i.e. PVC piping must be SDR 35/SDR 26, depending on depth of bury. Refer to the City of Otsego Engineering Manual.) \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2500\ot2500retailrvwl.doc 2. Submit a Letter of Map Revision to FEMA, as a good portion of the site is located within the floodplain of the Mississippi River. Without this "LOMR" the properties may have difficulties being insured. 3. Submit plans to Minnesota DNR for review. 4. Submit plans to Mn/DOT for review. 5. The plan sheets shall be easy to read. (i.e. overtyping along W, Street on the Preliminary Utility Plan) SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above comments being addressed. Page 5 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2272\ot2272RVW-3.doc STREETS Layout of proposed private and pubic streets and public right-of-way's shall be depicted. Include horizontal curve information. (21-6-2.C.1.) 3. Due to the commercial P.U.D. nature of the site some flexibility will be allowed for design of the private streets. Developer's engineer must work with City staff to determine allowable street design and street sections. PRELIMINARY GRADING PLAN First floor elevations shall be called out on the plan. 2. First floor shall be a minimum of 18" above the adjacent street. (21-7-4.C.) WETLANDS Submit a wetland delineation report or a certificate stating that no wetlands are present. SURFACE WATER MANAGEMENT No storm water data was included. It is our understanding that the developer wishes to work with Mn/DOT to relocate the Mn/DOT pond and combine it with the ponds necessary for the development. The pond will be located within the 300' setback area required by the DNR. SANITARY SEWER COLLECTION SYSTEM Allocatable sanitary sewer REC's (residential equivalent connections) is currently at 128 REC's. The Hotel and Water Park is expected to reduce this number to fewer than 60 REC's remaining. The City has a permit application currently under review at the MPCA for expansion of the existing East Wastewater Treatment Facility. Estimated time for sanitary sewer expansion completion, if the permit is received in December 2003, would be summer of 2005. Other options are borrowing into Dayton's unused portions, requesting additional REC's due to difference between actual usage and projected usage, and the possibility that the MPCA may recognize the plant as a 500,000 GPD plant instead of a 400,000 GPD plant as soon as the 1.5 MGPD permit is approved. ENVIRONMENTAL 1. An Environmental Review has been completed as part of the required EAW process. OTHER CONSIDERATIONS 1. Submit a geotechnical report for review. (21-6-2.6.11.) Page 4 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2272\ot2272RVW-3.doc INFORMATION AVAILABLE Title Sheet, dated 5/06/04, by Loucks Associates Preliminary Existing Conditions, dated 5/06/04, by Loucks Associates Preliminary Site Plan, dated 5/06/04, by Loucks Associates Preliminary Plat, dated 5/06/04, by Loucks Associates Preliminary Grading, Drainage, & Erosion Control Plan, dated 5/06/04, by Loucks Associates Preliminary Utility Plan, dated 5/06/04, by Loucks Associates Preliminary Grading Details, dated 10/20/03, by Loucks Associates Preliminary Utility Details, dated 10/20/03, by Loucks Associates City of Otsego Engineering Manual, March 1999, 5/12/03 Revision City of Otsego Zoning and Subdivision Ordinances, February 1991, Amendments through October 14, 2002 EXISTING CONDITION 1. Right of Way issues between the Developer, the City, and Mn/DOT need to be resolved cooperatively for the development and interchange needs. 2. Boundary lines of adjoining properties appear to be missing. (i.e. Otsego Waterfront West) 3. Zoning classifications are required for land in and abutting the subdivision (21-6- 2.B.2.). PRELIMINARY PLAT 1. Quantrelle Avenue NE and 90th Street NE are under Mn/DOT control and needs Mn/DOT approval for vacation. 2. The vicinity map, located on the title sheet, and throughout the plan sheets, should clearly show the project location and boundaries. Outlining the site location with a bold border and hash marks may be helpful. 3. The addition of a summary table showing the total area of the site would be helpful. Page 3 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2272\ot2272RVW-3.doc TABLE OF CONTENTS INFORMATION AVAILABLE EXISTING CONDITIONS PRELIMINARY PLAT STREETS PRELIMINARY GRADING PLAN WETLANDS SURFACE WATER MANAGEMENT SANITARY SEWER COLLECTION SYSTEM ENVIRONMENTAL OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION Page 2 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2272\ot2272RVW-3.doc Review No. 3 ENGINEERING REVIEW Hakanson Commercial Subdivision Anderson Preliminary Plat Review Assoc., Inc. for the City of Otsego by Hakanson Anderson Associates, Inc. Submitted to: Mike Robertson, Administrator cc: Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Jeff Shopek, P.E., Loucks Associates Bob Fields, LandCor Construction, Inc. Reviewed by: Ronald J. Wagner, P.E. Joseph J. MacPherson Date: June 1, 2004 Proposed Development: Otsego Waterfront East Location of Property: A portion of the E'h of the SE'/ of Sec. 15 T121 N R23W and a portion of the W'/z of Sec. 14 T121 R23W located in Wright County, Minnesota Applicant: LandCor Construction, Inc. 101 Broadway Street West, Suite 210 Osseo, MN 55369 Developer: LandCor Construction, Inc. Owner: Waterfront East LLC Purpose: Provide commercial development along TH 101 and the Mississippi River Jurisdictional Agencies (but not limited to): Wright County Mn/DOT Minnesota Department of Natural Resources Permits Required (but not limited to): Wright County R.O.W. NPDES Mn/DOT R.O.W. Mn/DOT Drainage Permit Page 1 \\Ha01\Shared Docs\MunicipalWotsego2xxx\2272\ot2272RVW-3.doc PASSED by the Otsego City Council this 14th day of June, 2004. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 4 3. The final plat is revised to provide Quantrelle Avenue with right-of-way consistent with the requirements of the Subdivision Ordinance and Engineering Manual. Approval of the PUD Development Stage Plan is further subject to vacation of existing Quantrelle Avenue right-of- way by MNDoT. All public rights-of-way shall be subject to review and approval of MNDoT and the City Engineer. 4. A cross parking and access easement shall be recorded with all lots within the final plat. 5. The trail within Outlot A shall be an asphalt surface if it is to be a City maintained facility, subject to City Staff approval. 6. Lot 12 shall provide the minimum number of parking stalls required by Section 20-21-9 of the Zoning Ordinance. 7. A landscape plan identifying the location, type, size and quantities of proposed plantings within the development and an inventory of existing significant trees to be saved or lost within Outlot A must be submitted and is subject to review by the Planning Commission and approval of the City Council. 8. The PUD Design Guidelines dated are incorporated within the requirements of the PUD District and are subject to City Staff review and approval for consistency with the Zoning Ordinance. 9. All buildings shall use substantially the same exterior treatment on all sides of the building and shall conform to the material requirements of Section 20-17-4.B.1 of the Zoning Ordinance. 10. All signs shall conform to the allowances of Section 37 of the Zoning Ordinance_ 11. All exterior lighting shall conform to the requirements of Section 20-16-10 of the Zoning Ordinance. 12. Trash containers shall be accommodated in accordance with Section 20-16-15 of the Zoning Ordinance. 13. All grading plans shall be subject to review and approval of the City Engineer, and MNDoT as appropriate. 14. All utility plans shall be subject to review and approval of the City Engineer. 15. All easements shall be subject to review and approval of the City Engineer. 16. The applicant shall satisfy park and trail dedication requirements as a cash fee in lieu of land equal to $230,580.00 at the time the development contract is executed. 17. The existing pole building on the property shall be demolished with the first phase of grading. 18. The applicant shall enter into a development contract, subject to review and approval of the City Council. 3 Finding: The proposed use will conform to applicable performance standards of the Zoning Ordinance and specific approvals granted through the PUD process. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use will have a positive impact on the community, expanding retail and service business opportunities and increasing the local tax base. The project also provides for additional public access to the Mississippi River corridor and enhancement of natural buffers protecting its character. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed use is anticipated to generate significant additional traffic. Improvements to provide capacity for existing traffic and that generated by the project are currently be planned for construction in 2006. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed use is not anticipated to have a negative impact to the City's service capacity provided that it is phased with expansion of sanitary sewer and water capacities and adequate improvements are made to local and regional transportation systems as currently planned. F. The planning report dated 2 June 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The engineering review dated 1 June 2004 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. H. The Otsego Planning Commission conducted a public hearing at their regular meeting 7 June 2004 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission recommended by a7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request for approval of the PUD Development Stage Plan and Waterfront East Final Plat is hereby approved based on the current plan and information received to date, subject to the following conditions: Approval of a PUD Development Stage Plan and preliminary plat does not guarantee sanitary sewer capacity. Sanitary sewer capacity shall only be allocated to approved final plats with executed development contracts to assure the City of timely development. 2. Development of individual lots within the PUD District shall require processing of a PUD Development Stage Plan as outlined by Section 20-36-4.D of the Zoning Ordinance. CITY OF 0TSEIG0 WRIGHT COUNTY, MINNESOTA APPLICANT: Landcor Construction, Inc. FINDINGS & DECISION PUD DEVELOPMENT PLAN & FINAL PLAT APPLICATION: Request for a PUD Development Stage Plan and Final Plat for approximately 262,000 square feet of commercial floor space entitled "Waterfront East". CITY COUNCIL MEETING: 14 June 2004 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the East Sanitary Sewer Service District and is guided for commecial land uses by the Otsego Comprehensive Plan, as amended. C. The property was zoned to PUD District by the Otsego City Council on 10 November 2004. D. The area of the subject site within 300 feet of the OHWM of the Mississippi River are within the Wild, Scenic and Recreational River District. E. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20-3-21 of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The 2001 Comprehensive Plan guides the subject site for commercial land use as part of the City's primary service center focused around the TH 101/CSAH 39 intersection. The proposed mix of 260, 000 square feet of commercial uses including a theater, supermarket, retail stores and restaurants is consistent with the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The subject site is situated between TH 101 and the Mississippi River in the northeast part of the community. The only adjacent use is the Highway 101 Market, a garden and landscape supply store. The proposed mix of commercial uses is ideally oriented to take advantage of the access and visibility of the site along TH 101.. Furthermore, the proposed development provides an opportunity to buffer the Mississippi River corridor from the impacts associated with traffic on TH 101. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). 15. All easements shall be subject to review and approval of the City Engineer. 16. The applicant shall satisfy park and trail dedication requirements as a cash fee in lieu of land equal to $230,580.00 at the time the development contract is executed. 17. The existing pole building on the property shall be demolished with the first phase of grading. 18. The applicant shall enter into a development contract, subject to review and approval of the City Council. B. Motion to deny the application based on a finding that the requests are inconsistent with the Comprehensive Plan and PUD District. C. Motion to table. PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Patty Fowler Bob Fields 3. The final plat is revised to provide Quantrelle Avenue with right-of-way consistent with the requirements of the Subdivision Ordinance and Engineering Manual. Approval of the PUD Development Stage Plan is further subject to vacation of existing Quantrelle Avenue right-of-way by MNDoT. All public rights-of-way shall be subject to review and approval of MNDoT and the City Engineer. 4. A cross parking and access easement shall be recorded with all lots within the final plat. 5. The trail within Outlot A shall be an asphalt surface if it is to be a City maintained facility, subject to City Staff approval. 6. Lot 12 shall provide the minimum number of parking stalls required by Section 20-21-9 of the Zoning Ordinance. 7. A landscape plan identifying the location, type, size and quantities of proposed plantings within the development and an inventory of existing significant trees to be saved or lost within Outlot A must be submitted and is subject to review by the Planning Commission and approval of the City Council. 8. The PUD Design Guidelines dated are incorporated within the requirements of the PUD District and are subject to City Staff review and approval for consistency with the Zoning Ordinance. 9. All buildings shall use substantially the same exterior treatment on all sides of the building and shall conform to the material requirements of Section 20-17-4.13.1 of the Zoning Ordinance. 10. All signs shall conform to the allowances of Section 37 of the Zoning Ordinance. 11. All exterior lighting shall conform to the requirements of Section 20-16-10 of the Zoning Ordinance. 12. Trash containers shall be accommodated in accordance with Section 20- 16-15 of the Zoning Ordinance. 13. All grading plans shall be subject to review and approval of the City Engineer, and MNDoT as appropriate. 14. All utility plans shall be subject to review and approval of the City Engineer. 2 ITEM 6.5 NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 7 June 2004 RE: Otsego — Waterfront East NAC FILE: 176.02 — 03.33 The Planning Commission held a public hearing on 7 June 2004 to consider the revised PUD Development Stage Plan and the final plat for Waterfront East. Mr. Bob Fields of Landcor Construction, Inc. was present to discuss changes to the project based on the change to the Wild and Scenic District boundary and on-going planning related to an interchange at CSAH 39 and TH 101. There was one comment from the public in support of the proposed development and the work of the Planning Commission. The Planning Commission discussed several elements of the project including the use of the Outlot along the Mississippi River, supply of off-street parking, and landscaping. After receiving the public comment and discussion, the Planning Commission closed the public hearing. The Planning Commission then voted 7-0 to recommend approval of the applications as outlined below. This application is to be considered at the City Council meeting on 14 June 2004 at 6:30 PM. A. Motion to approve a PUD Development Stage Plan and Final Plat for Waterfront East, subject to the following conditions: Approval of a PUD Development Stage Plan and preliminary plat does not guarantee sanitary sewer capacity. Sanitary sewer capacity shall only be allocated to approved final plats with executed development contracts to assure the City of timely development. 2. Development of individual lots within the PUD District shall require processing of a PUD Development Stage Plan as outlined by Section 20- 364D of the Zoning Ordinance. 3. Sheet 7, the sheet description is incorrectly labeled Sanitary Sewer and Water Main Construction Plans. Revise 4. Sheet 8, the cul-de-sac at the west end of 66th Court NE shall have a 50' radius to back of curb. 5. Sheet 10, there is insufficient cover over the pipe at CB 282, CBMH 281, and CBMH 283. Please revise to maintain a minimum of 1.5' of cover in green areas. 6. Sheet 11, tail water is not allowed to back up past the first structure in a storm sewer system. Currently, there is standing water between the CBMH 277 and CBMH 277A and between CBMH 277 and CBMH 278 at NWL. DETAILS No Comments STORM SEWER AND INLET SPREAD CALCULATIONS Submit for review. HYDROLOGY REPORT 1. No Comments SUMMARY AND/OR RECOMMENDATION We recommend approval contingent on the above comments. Page 5 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2286\ot2286RVW1.doc FINAL PLAT The eastern plat lines of Outlot B for Zimmer Farms 3rd Addition do not match the eastern plat lines of Outlot A for Zimmer Farms 2nd Addition. 2. Match Line A is incorrectly labeled "See Above" and "See Below" this should be "See Right' and "See Left" respectively. CONSTRUCTION PLANS COVER SHEET 67th Street NE is incorrectly labeled 68th Street NE in the Vicinity Map. OVERALL PLAN CB 282 is incorrectly labeled CBMH 282. 2. After removing the temporary hydrant at the east plat line of 2nd Addition, hydrant spacing is insufficient to adequately cover Block 1, Lots 2 & 16, Block 2, Lot 22, and Block 1, Lot 1 of 2nd Addition. 3. Storm sewer structures not located at property lines shall have R-3501 type castings or be moved to a property line. Examples; CBMH 279, CB 2808, and CB 296. 4. CBMH 283 shall be a R-4342 type casting. SANITARY SEWER AND WATERMAIN PLAN Sheet 3, at approximate station 15+30, insulation is required over the sanitary sewer at the storm sewer crossing. 2. Sheet 4, it is unclear why the lowered watermain elevation is maintained for another 20 feet instead of returning to minimum depth after after being lowered under the storm crossing at approximate station 23+27. Either bring the watermain up to minimum depth immediately after the crossing or shorten the riser to Block 2, Lot 13. 3. Sheet 4, the maximum top of pipe elevation is incorrect at station 23+27. The maximum top of pipe should be 949.93. 4. Sheet 5, the 8" x 6" Tee should be an 8" x 6" reducer at the west end of 66th Court NE STORM SEWER AND STREET PLAN 1. Show transverse draintile between catch basins at low points. 2. Sheet 6, a note as to where the information for storm sewer located between Lots 21 & 22, Block 2 and Lots 14 & 15, Block 1 should be included. Page 4 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2286\ot2286RVW1.doc TABLE OF CONTENTS INFORMATION AVAILABLE FINAL PLAT CONSTRUCTION PLANS COVER SHEET OVERALL PLAN SANITARY SEWER AND WATERMAIN PLAN STORM SEWER AND STREET PLAN DETAILS STORM SEWER AND INLET SPREAD CALCULATIONS HYDROLOGY OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION Page 3 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2286\ot2286RVW1.doc INFORMATION AVAILABLE Final Plat, received 5/11/04, by Westwood Professional Services, Inc. Construction Plans, 4/23/04, by Westwood Professional Services, Inc. Revised sheets 5, 15, and 23 for Zimmer Farms Phase I & II, Construction Plans, dated 5/4/04, by Westwood Professional Services, Inc. Grading, Drainage and Erosion Control Plan for Zimmer Farms, 4/02/03 revision with revised sheet 3 dated 5/4/04, by Westwood Professional Services, Inc. City of Otsego Engineering Manual Minnesota Rules, Chapter 4410 — EAW Requirement Trunk Stormwater Facilities Study for Portions of the Otsego Creek Watershed, February 2003 City of Otsego Zoning and Subdivision Ordinances, 10/14/02 National Wetland Inventory Map, 1991 Page 2 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2286\ot2286RVW1.doc Review No. 1 ENGINEERING REVIEW Hakanson Residential Subdivision Anderson for the City of Otsego Assoc., Inc. by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Tom Bakritges, D.R. Horton Fran Hagen, PE, Westwood Professional Reviewed by: Ronald J. Wagner, P.E. Shane M. Nelson, E.I.T. Date: May 13, 2004 Proposed Development: Zimmer Farms 3rd Addition Street Location of Property: A portion of the W/2 of Section 31, T121, R23, south of 70th Street NE and east of Maciver Ave. Applicant: Tom Bakritges D.R. Horton 26860 Kenbridge Court, Suite #100 Lakeville, MN 55044 Developer: D.R. Horton Owners of Record: D.R. Horton Purpose: Zimmer Farms 3rd Addition is a proposed single family residential development in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency Permits Required: NPDES (but not limited to) Page 1 \\Ha01\Shared Docs\MunicipalWotsego2xxx\2286\ot2286RVW1.doc 1. The sidewalk along MacKenzie Avenue shall be shifted to the west and south side of the roadway if feasible, subject to City Staff approval. 2. A 50 -foot setback shall be required along MacIver Avenue within the area of the final plat. 3. The applicant shall provide for the installation of plantings illustrated on the approved landscape plan within the area of the final plat. 4. The applicant shall pay $128,516.00 as a cash fee in lieu of land to satisfy park and trail dedication requirements. The required cash fee in lieu of land includes a $9,664.00 credit for the area of Outlot A, which shall be dedicated to the City. 5. All grading, utilities, streets, easements and construction plans are subject to review and approval of the City Engineer. 6. The applicant shall enter into a development contract with the City, subject to approval of the City Attorney. PASSED by the Otsego City Council this 14th day of June, 2004. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 3 Direction Land Use Plan Zoning Map Existing Use North LD Residential R-6 District Zimmer Farms East LD Residential R-6 District Zimmer Farms South LD Residential R-6 District Zimmer Farms West LD residential R -1A District Agriculture — Albertville j 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use will conform to the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual except as may be allowed and specifically identified on the development plan under the PUD -CUP. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed development provides for logical infill development consistent with the balance of the Zimmer Farms subdivision. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: Development of the 3'6 Addition Final Plat, which includes the area being rezoned, will be accompanied by and provide. for upgrades to Maclver Avenue and 7dh Street, which are critical roadways for traffic generated within the west sanitary sewer service district. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed use provides for utilization of sanitary sewer and water capacities under construction and for a critical transportation system link between 70rn Street and CSAH 37 to move traffic to and from the west sanitary sewer service district. E. The planning report dated 2 June 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Engineering Review dated 3 June 2004 prepared by the City Engineer, Hakanson Anderson Associates, Inc. is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 7 June 2004 to consider the application, preceded by published and mailed notice. Based upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request for approval of the Zimmer Farms 3`d Addition is hereby approved based on the most current plan and information received to date, subject to the following six conditions: 2 CITY OF 0TSEG® WRIGHT COUNTY, MINNESOTA APPLICANT: D.R. Horton, Inc. 03-17-04 FINDINGS & DECISION PUD-CUP/Preliminary Plat and Final Plat APPLICATION: Request for a PUD -CUP and Preliminary/Final Plat for the Zimmer Farms 3rd Addition consisting of 49 single family lots. CITY COUNCIL MEETING: 14 June 2004 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is as follows: Outlot A Zimmer Farms, City of Otsego, County of Wright, State of Minnesota; and, 2. TH PRT OF NW1/4OF NW1/4DES BEG SW COR TH N ODO'0"E ALG W LN250FT TH S89D06'28"E435.65FT TH SODO'0"W250FT TO S LN TH N89D06'28"W ALG S LN435.65FT TO POB B. The property lies within the West Sanitary Sewer Service District and is guided for low density residential and medium-high density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R-6 District for the purpose of developing 49 single family lots and three outlots, which are permitted uses in the R-6 District. D. The Planning Commission and City Council must take into consideration the possible effects of the PUD -CUP with their judgment based upon (but not limited to) the criteria outlined in Section 20-4-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The proposed Zoning Map amendment for Block 5 of the final plat is consistent with the land use orientation of the Zimmer Farms Phase 1 preliminary plat and concept plan approvals in response to the anticipated upgrade of Maclver Avenue and 70`h Street. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The table below illustrates land uses surrounding the subject site. The proposed development plan is compatible with the various existing and planned land uses surrounding the subject site. ORDINANCE NO.: CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE ZIMMER FARMS 3'd ADDITION. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described as follows (the "property"): TH PRT OF NW1/4OF NW1/4DES BEG SW COR TH N ODO'0"E ALG W LN250FT TH S89D06'28"E435.65FT TH SODO'0"W250FT TO S LN TH N89D06'28"W ALG S LN435.65FT TO POB Section 2. The property is hereby rezoned from an A-1, Agriculture Rural Service District designation to a R-6, Residential Quadraminium, Townhouse and Low Density Multiple Family District designation. Section 3. The Zoning Administrator is hereby directed to make appropriate changes to the official Zoning Map of the City of Otsego to reflect the change in zoning classification set forth above. Section 4. This Ordinance shall become effective immediately upon its passage and publication and the filling of a final plat. PASSED by the Otsego City Council this 14th day of June, 2004. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk PASSED by the Otsego City Council this 10' day of June, 2004. Attest: CITY OF OTSEGO By: Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk Direction Land Use Plan Zoning Map Existing Use North LD Residential R-6 District Zimmer Farms East LD Residential R-6 District Zimmer Farms South LD Residential R-6 District Zimmer Farms West LD residential R -1A District Agriculture — Albertville 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use will conform to the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual except as may be allowed and specifically identified on the development plan under the PUD -CUP. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed development provides for logical infill development consistent with the balance of the Zimmer Farms subdivision. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: Development of the 3'd Addition Final Plat, which includes the area being rezoned, will be accompanied by and provide. for upgrades to Maclver Avenue and 70th Street, which are critical roadways for traffic generated within the west sanitary sewer service district. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed use provides for utilization of sanitary sewer and water capacities under construction and for a critical transportation system link between 70th Street and CSAH 37 to move traffic to and from the west sanitary sewer service district. E. The planning report dated 2 June 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Engineering Review dated 3 June 2004 prepared by the City Engineer, Hakanson Anderson Associates, Inc. is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 7 June 2004 to consider the application, preceded by published and mailed notice. Based upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request for approval of a Zoning Map amendment for lands included in the Zimmer Farms 3rd Addition is hereby approved based on the most current plan and information received to date. 2 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA APPLICANT: D.R. Horton, Inc. 03-17-04 FINDINGS & DECISION ZONING MAP AMENDMENT APPLICATION: Request for a Zoning Map amendment rezoning land included as part of the Zimmer Farms 3rd Addition Plat from A-1, Agriculture Rural Service Area to R-6, Residential Townhouse, Quadraminium and Low Density Multiple Family District. CITY COUNCIL MEETING: 14 June 2004 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is as follows: Outlot A Zimmer Farms, City of Otsego, County of Wright, State of Minnesota; and, 2. TH PRT OF NW1/40F NW1/4DES BEG SW COR TH N ODO'O"E ALG W LN250FT TH S89DO6'28"E435.65FT TH SODO'O"W25OFT TO S LN TH N89D06'28"W ALG S LN435.65FT TO POB B. The property lies within the West Sanitary Sewer Service District and is guided for low density residential and medium-high density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A-1 District. The applicant is requesting a Zoning Map amendment to include the property within the R-6 District for the purpose of developing four single family lots and one outlot, which are permitted uses in the R-6 Districts. D. The Planning Commission and City Council must take into consideration the possible effects of the rezoning with their judgment based upon (but not limited to) the criteria outlined in Section 20-3-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The proposed Zoning Map amendment for Block 5 of the final plat is consistent with the land use orientation of the Zimmer Farms Phase 1 preliminary plat and concept plan approvals in response to the anticipated upgrade of Maclver Avenue and 7dh Street. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The table below illustrates land uses surrounding the subject site. The proposed development plan is compatible with the various existing and planned land uses surrounding the subject site. 2. A 50 -foot setback shall be required along MacIver Avenue within the area of the final plat. 3. The applicant shall provide for the installation of plantings illustrated on the approved landscape plan within the area of the final plat. 4. The applicant shall pay $128,516.00 as a cash fee in lieu of land to satisfy park and trail dedication requirements. The required cash fee in lieu of land includes a $9,664.00 credit for the area of Outlot A, which shall be dedicated to the City. 5. All grading, utilities, streets, easements and construction plans are subject to review and approval of the City Engineer. 6. The applicant shall enter into a development contract with the City, subject to approval of the City Attorney. 7. Comments of other City Staff. PC. Mike Robertson Judy Hudson Ron Wagner Andy MacArthur Tom Bakritges Fran Hagen 2 ITEM 6.4 NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 8 June 2004 RE: Otsego — Zimmer Farms; 3`d Addition NAC FILE: 176.02 — 04.15 The Planning Commission considered the application of D.R. Horton, Inc. for approval of the 3rd Addition to Zimmer Farms at a public hearing on 7 June 2004. Mr. Tom Bakritges of D.R. Horton, Inc. was present to represent their project. There were no comments from the public and no major issues raised by the Planning Commission members. The Planning Commission closed the public hearing and recommended approval of the applications as outlined below. These requests will be considered by the City Council at their meeting on 14 June 2004 at 6:30 PM. Decision 1 — Zoning Map Amendment A. Motion to approve a Zoning Map Amendment rezoning the area of Block 5 from A-1 District to R-6 District based on a finding the request is consistent with the Comprehensive Plan. B. Motion to deny the request based on a finding that the request is inconsistent with the Comprehensive Plan. C. Motion to table. Decision 2 — PUD-CUP/Preliminary Plat and Final Plat A. Motion to approve a PUD-CUP/Preliminary Plat for the area of Block 5 and the Zimmer Farms 3rd Addition Final Plat, subject to the following conditions: 1. The sidewalk along MacKenzie Avenue shall be shifted to the west and south side of the roadway if feasible, subject to City Staff approval. MEMORANDUM To: Honorable Mayor and City Council From: Ron Wagner, PE Ken Beck cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Bogart, Pederson & Associates Ed Specht, 8740 Mason Avenue St. Michael, MN 55376 Date: May 24, 2004 Re: Thompson Manor — Preliminary Plat We have reviewed the Preliminary Plat, dated 5/05/04, by Meyer-Rohlin, Inc. for the above - referenced subdivision and would offer the following comments: 1. Existing conditions including 2 -foot contours, water courses, marshes, wooded areas, rock outcrops, power transmission poles and lines are not shown. 2. Subsurface conditions are not shown. 3. A statement certifying the environmental condition of the site was not provided. 4. A geotechnical report was not provided. 5. The location of the proposed well was not provided. 6. The location and sizing of the proposed on-site waste disposal system was not provided. 7. A grading plan with proposed grading, garage floor, first floor and basement elevations was not provided. \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2500\2004\ot2500hmccthompson.doc 5. The applicant shall pay a cash fee in lieu of land of $2,820.00 to satisfy park and trail dedication requirements. 6. A deed restriction is recorded against the parent parcel prohibiting further subdivision unless allowed by the Comprehensive Plan. PASSED by the Otsego City Council this 14th day of June, 2004. CITY OF OTSEGO Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: The proposed use will conform to all applicable performance standards. 4. The proposed use's effect upon the area in which it is proposed. Finding: The preliminary/final plat will have little apparent effect upon the area in which it is proposed. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed use is not anticipated to generate any additional traffic beyond that of a single family home, which can be accommodated by 83'd Street. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding. The proposed use is not anticipated to have a negative impact to the City's service capacity. F. The planning report dated 1 June 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. G. The memorandum dated 24 May 2004 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. F. The Otsego Planning Commission conducted a public hearing at their regular meeting on 7 June 2004 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested conditional use permit and preliminary/final plat for Thompson Manor is hereby approved based upon the most current plans and information received to date, subject to the following conditions: The preliminary plat is revised to illustrate a 65 foot setback from 83d Street. 2. A resubdivision plan must be submitted and the location of the principal building off -set to one side of the proposed lot. 3. Dedication of right-of-way for 83d Street is subject to review and approval of the City Engineer. 4. All grading, utilities and easements are subject to review and approval of the City Engineer. CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Ed Specht 06-08-04 FINDINGS & DECISION CUP/PRELIMINARY AND FINAL PLAT APPLICATION: Request for a conditional use permit and preliminary/final plat to allow for subdivision of one single family lot with an area less than 20 acres within an A-2 District. CITY COUNCIL MEETING: 24 May 2004 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is as follows: NW1/40F SE1/4EX E330FT ALSO W1/20F NE1/4 EX TR DES IN BK287-848(191206) EX TR DES IN BK288-252(191204) EX TR DES IN BK293-47(191207) EX TR DES BK74MIS- 371(194203) EX TR DES BK82MIS274(191208) EX TR DES IN BK305-776(191201) EX TR DES IN BK288-250(191202) EX TR DES IN BK287-467(191203) EX TR DES ON DOC849485(191300) B. The property lies within the Urban Service Area Reserve and is guided for agriculture land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A-2, Agriculture, Long Range Urban Service Area District. Single family uses are a permitted use in this district. D. The proposed lot has an area of one (1) acre. Lots with an area less than 20 acres are allowed as a conditional use within the A-2 District. E. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20-4-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The subject site is within the Urban Service Reserve Area designated by the Comprehensive Plan, which allows single family dwellings at a density of four units per 40 acres as an interim use until sanitary sewer and water utilities may become available. The proposed subdivision of one additional dwelling site is within the two remaining development rights allowed for the parent parcel under the current A-2 District zoning. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The proposed use will be compatible with the present rural character of the area, with several single family dwellings on acre parcels along Mason Avenue and 83`d Street. 6. A deed restriction is recorded against the parent parcel prohibiting further subdivision unless allowed by the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the policies of the Comprehensive Plan and provisions of the Zoning Ordinance and Subdivision Ordinance. C. Motion to table. pc. Mike Robertson Judy Hudson Tim Rochel Andy MacArthur Ron Wagner Ed Specht 2 ITEM 6.3 NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 8 June 2004 RE: Otsego — Thompson Manor; CUP/Preliminary and Final Plat NAC FILE: 176.02 - 04.21 The Planning Commission held a public hearing on 7 June 2004 to consider the application from Mr. Ed Specht to subdivision one lot from his property at the northeast corner of Mason Avenue and 83`d Street. Mr. Specht was present at the public hearing to ask for approval of the applications. There were no comments from the public. The Planning Commission raised no significant issues with the request. As such, the Planning Commission closed the public hearing and voted 7-0 to recommend approval of the application as outlined below. The request will be considered by the City Council at their meeting on 14 June 2004 at 6:30 PM. A. Motion to approve a CUP for lot size less than 20 acres in an A-2 District and the preliminary/final plat for Thompson Manor, subject to the following conditions: 1. The preliminary plat is revised to illustrate a 65 foot setback from 83`d Street. 2. A resubdivision plan must be submitted and the location of the principal building off -set to one side of the proposed lot. 3. Dedication of right-of-way for 83`d Street is subject to review and approval of the City Engineer. 4. All grading, utilities and easements are subject to review and approval of the City Engineer. 5. The applicant shall pay a cash fee in lieu of land of $2,820.00 to satisfy park and trail dedication requirements. 2. There shall be a minimum of 9,000 square feet of lot area per bayhome dwelling. 3. The concept plan is revised to substitute bayhome dwellings for the single family lots of Block 6. 4. The traffic square shall be designated for one-way traffic in a counterclockwise pattern with no direct lot access to a one-way street section. 5. Cul-de-sacs with two-way traffic shall provide a minimum street section width of 28 feet. 6. Public sidewalks not within public right-of-way shall be located within an easement and are not to extend more than 20 feet beyond the right-of-way and that the sidewalk not be closer to a dwelling unit than to the public street. 7. The concept plan is revised to minimize all angled side lot lines. Allowance of flag lots is subject to review for sufficient width at the right-of-way line for driveway access, snow storage and on -street parking. 8. The following setbacks shall be applied to the subject site, subject to approval of a PUD - CUP. Additional flexibility to reduce the separation between the bayhome units may be considered subject to review of proposed architectural designs. 9. Park and trail dedication requirements shall be satisfied as a cash fee in lieu of land in effect at the time of final plat approval. 10. Trail corridors extended between public streets shall be platted within minimum 30 foot wide outlots and dedicated to the City in addition to park and trail dedication requirements. 11. The comments of the City Engineer in their memorandum of 14 April 2004 are incorporated herein. PASSED by the Otsego City Council this 14th day of June, 2004. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 2 Front Side Rear Between Bayhome Bayhome To Pvt. Dr. Wetland 70 St. Local Street 65ft. Livin Gara e loft. 20ft. 20ft. 25ft. 40 ft. 25ft. 1 30ft. 9. Park and trail dedication requirements shall be satisfied as a cash fee in lieu of land in effect at the time of final plat approval. 10. Trail corridors extended between public streets shall be platted within minimum 30 foot wide outlots and dedicated to the City in addition to park and trail dedication requirements. 11. The comments of the City Engineer in their memorandum of 14 April 2004 are incorporated herein. PASSED by the Otsego City Council this 14th day of June, 2004. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 2 CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Solid Ground Development, Inc. 06-09-04 FINDINGS & DECISION PUD -CUP CONCEPT PLAN APPLICATION: Request for concept plan approval of a 114 dwelling subdivision entitled The Village designed based upon coving principles. CITY COUNCIL MEETING: 26 April 2004 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is as follows: NE1/4 OF NW1/4 SECTION 31 TOWNSHIP 121 RANGE 023 B. The property lies within the West Sanitary Sewer Service District and is guided for low density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned A-1 Agriculture Rural Service Area District. The concept plan would require a Zoning Map amendment to R-6, Residential Townhouse, Quadraminium, and Low Density Multiple Family District and PUD -CUP. D. The applicant has requested concept plan approval as provided for by Section 20-36-4.0 of the Zoning Ordinance. E. The planning report dated 2 October 2003 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The engineering review dated 14 April 2004 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting 19 April 2004 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. H. The City Council tabled the application to their meeting on 14 June 2004 to allow an opportunity for the City Council members to visit developments utilizing coving design concepts. DECISION: Based on the foregoing information and applicable ordinances, the request for a PUD - CUP concept plan for The Village is hereby approved, subject to the following conditions: Single family lots shall have a minimum area of 9,000 square feet and minimum width of 60 feet measured at the front and rear building lines. 4. The traffic square shall be designated for one-way traffic in a counterclockwise pattern with no direct lot access to a one-way street section. 5. Cul-de-sacs with two-way traffic shall provide a minimum street section width of 28 feet. 6. Public sidewalks not within public right-of-way shall be located within an easement and are not to extend more than 20 feet beyond the right-of-way and that the sidewalk not be closer to a dwelling unit than to the public street. 7. The concept plan is revised to minimize all angled side lot lines. Allowance of flag lots is subject to review for sufficient width at the right-of- way line for driveway access, snow storage and on -street parking. 8. The following setbacks shall be applied to the subject site, subject to approval of a PUD -CUP. Additional flexibility to reduce the separation between the bayhome units may be considered subject to review of proposed architectural designs. E Front Side Rear Between Bayhome Bayhome To Pvt. Dr. Wetland 70 St. Local Street 65ft. Livin Gara a 10ft. 20ft. 20ft. 25ft. 40 ft. 25ft. 1 30ft. Park and trail dedication requirements shall be satisfied as a cash fee in lieu of land in effect at the time of final plat approval. 10. Trail corridors extended between public streets shall be platted within minimum 30 foot wide outlots and dedicated to the City in addition to park and trail dedication requirements. 11. The comments of the City Engineer in their memorandum of 14 April 2004 are incorporated herein. B. Motion to deny the application based on a finding that the request is inconsistent with the intent of the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Jeffery Bock Rick Harrison John Kolles 2 ITEM 6.2 NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 9 June 2004 RE: Otsego — The Village NAC FILE: 176.02 — 04.10 The Otsego City Council tabled action on the concept plan review for The Village at their meeting on 26 April 2004 to allow individual members to make site inspections to area developments designed with coving principles. City Staff has also met with the developer to discuss street and lot design issues and have reached agreement on these issues if the City Council approves the concept plan. The need to provide streets with 250 foot curve radii will be addressed by changing the street connecting to 67th Street at the south east corner of the plat to a cul-de-sac. Required block connections are still maintained with the planned pedestrian trails and the cul-de-sac will meet the 500 foot limit. You will recall that the Planning Commission held a public hearing on 19 April 2004 and voted to recommend approval of the concept plan subject to the conditions outlined below. This application is to be considered by the City Council at their meeting on 14 June 2004 at 6:30 PM. A. Motion to approve a PUD Concept Plan for The Villages, subject to the following conditions: Single family lots shall have a minimum area of 9,000 square feet and minimum width of 60 feet measured at the front and rear building lines. 2. There shall be a minimum of 9,000 square feet of lot area per bayhome dwelling. 3. The concept plan is revised to substitute bayhome dwellings for the single family lots of Block 6. MEMORANDUM To: Honorable Mayor and City Council From: Ron Wagner, PE Ken Beck cc: Mike Robertson, Administrator Judy Hudson, Clerk Dan Licht, NAC Bogart, Pederson & Associates Bob Cederberg, 8700 O'Brian Avenue Otsego, MN 55330 Date: May 24, 2004 Re: Cederberg Estates — Preliminary Plat We have reviewed the Preliminary Plat, dated 03/30/04, by Bogart, Pederson for the above - referenced subdivision and would offer the following comments: 1. The storm sewer culvert under the gravel drive west of the intersection of O'Brian and 87h Street NE is not shown. 2. Catch basins and storm sewer on 88`h St. are not shown. 3. The drainfields for the existing homes are not shown. 4. Lots 1 and 2 are oddly shaped and the ghost plat shows only 3 lots, rather than the 4 lots shown here. 5. A geotechnical report was not provided. 6. A statement certifying the environmental condition of the site was not provided. 7. A grading plan with proposed grading, garage floor, first floor and basement elevations was not provided. \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2500\2004\ot2500cederbergmemo.doc G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 7 June 2004 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested Cederberg Preliminary Plat is hereby approved, based on the most current plan and information received to date, subject to the following conditions: The preliminary plat is revised to reflect R-3 District lot requirements and other applicable requirements of the Subdivision Ordinance, including a resubdivision plan. 2. A ten (10) foot side yard setback shall apply to the proposed lots, consistent with the requirements of the R-3 District. 3. Park and trail dedication requirements shall be satisfied as a cash fee in lieu of land in effect at the time of final plat approval for each new lot created. 4. The preliminary grading plan is subject to review and approval of the City Engineer. 5. Existing and proposed on-site utilities shall be subject to review and approval of the City Engineer and City Building Official. 6. The preliminary plat is revised to illustrate the access easement recorded in the area of the south line of Lot 4, Block 1. All other easements are subject to review and approval of the City Engineer. 7. The applicant shall enter into a development contract with the City upon approval of a final plat, subject to review and approval of the City Attorney. 8. All refuse is to be removed from the property prior to release of a final plat, subject to approval of the Zoning Administrator. PASSED by the Otsego City Council this 14th day of June, 2004. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 2 CITY OF 06-08-04 0 T S E G 0 FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA PRELIMINARY PLAT APPLICANT: Bob Cederberg and Anna Cederberg APPLICATION: Request for preliminary plat approval of Cederberg Estates consisting of four single family lots. CITY COUNCIL MEETING: 14 June 2004 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the properties are as follows: Lot 1, Block 3 Vasseur's Oak Grove Estates Addition, City of Otsego, County of Wright, State of Minnesota. 2. North 200ft. of Lot 1, Block 3 Vasseur's Oak Grove Estates Addition, City of Otsego, County of Wright, State of Minnesota. 3. Outlot B Meadowlands Addition, City of Otsego, County of Wright, State of Minnesota. 4. Unplatted Land described as follows: TH PRT OF SW1/4 OF NW1/4 DES BEG SE COR OF LT5 BLK5 OTSEGO ACRES 1 ST TH S89D32'51"W ALG S LN OF SD LT5 BLK5 ALSO BEING N LN OF SW1/4 OF NW1/4 TO SW COR OF SD LT5 SD COR ALSO BEING NW COR OF SD SW1/4 OF NW1/4 TH S OD25'14"E ALG W LN,SD LN ALSO BEING NLY EXT OF W LN OF LT1 BLK3 VASSEURS OAK GROVE EST 13.56FT TO NW COR OF SD LT1 TH ELY ALG N LN OF SD LT1 TO NE COR THOF TH NLY 12.04FT TO POB B. The property lies within the Long Range Urban Service Area and is guided for low density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R-3, Residential Long Range Urban Service Area District (General) single family uses are allowed as a permitted use within the R-3 District. D. Lots within the R-3 District must provide a minimum area of one (1) acre and minimum width of one hundred fifty (150) feet to a public right-of-way as measured at the minimum front yard setback line of thirty five (35) feet. E. The planning report dated 1 June 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The memorandum dated 24 May 2004 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. PASSED by the Otsego City Council this 14th day of June, 2004. CITY OF OTSEGO Larry Fournier, Mayor /_NNOMS Judy Hudson, Zoning Administrator/City Clerk ORDINANCE NO.: CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE CEDERBERG ESTATES PRELIMINARY PLAT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described below (the "property"): Lot 1, Block 3 Vasseur's Oak Grove Estates Addition, City of Otsego, County of Wright, State of Minnesota. 2. North 200ft. of Lot 1, Block 3 Vasseur's Oak Grove Estates Addition, City of Otsego, County of Wright, State of Minnesota. Unplatted Land described as follows: TH PRT OF SW1/4 OF NW1/4 DES BEG SE COR OF LT5 BLK5 OTSEGO ACRES 1ST TH S89D32'51"W ALG S LN OF SD LT5 BLK5 ALSO BEING N LN OF SW1/4 OF NW1/4 TO SW COR OF SD LT5 SD COR ALSO BEING NW COR OF SD SW1/4 OF NW1/4 TH S OD25'14"E ALG W LN,SD LN ALSO BEING NLY EXT OF W LN OF LT1 BLK3 VASSEURS OAK GROVE EST 13.56FT TO NW COR OF SD LT1 TH ELY ALG N LN OF SD LT1 TO NE COR THOF TH NLY 12.04FT TO POB Section 2. The property is hereby rezoned from a R-2, Residential Long Range Urban Service Area (Large Lot) District designation to a R-3, Residential Long Range Urban Service (General) District designation. Section 3. The Zoning Administrator is hereby directed to make appropriate changes to the official Zoning Map of the City of Otsego to reflect the change in zoning classification set forth above. Section 4. This Ordinance shall become effective immediately upon its passage and publication and the filling of a final plat. F. The memorandum dated 24 May 2004 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 7 June 2004 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the requested Zoning Map amendment is hereby approved, based on the most current plan and information received to date. PASSED by the Otsego City Council this 14th day of June, 2004. Attest: CITY OF OTSEGO By: Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 3 a. Completion of an unfinished street network. b. Such Development shall have the result of the correction or improvement of a demonstrated area drainage problem. C. The dedication of lands to a legitimate public purpose (i.e., desired parks, public facility structures, right-of-way dedication etc.) The applicant participated as part of the Meadowlands subdivision by providing an second public street access from that site to O'Brian Avenue via what is now 88r' Street. In exchange, the applicant was given Outlot B to be combined with their existing two properties within the Otsego Acres subdivision. Therefore, the proposed subdivision is consistent with the criteria above related to the improvement of the area drainage issue corrected with the Meadowlands subdivision. 2. The proposed use's compatibility with present and future land uses of the area. Finding. The subject site is surrounded in all directions by one acre or two acre single family lots. The proposed subdivision is consistent with these development standards and therefore compatible. 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding. The proposed subdivision is required to conform to all applicable performance standards of the Zoning and Subdivision Ordinances. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed subdivision of the subject site will provide for lots with the same general character as existing development surrounding this site. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding. Although no study has been completed, the proposed use is not anticipated to negatively impact area property values. 6. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The proposed lots will be adequately served by 88`h Street and O'Brian Avenue. 7. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. Finding: The proposed use is not anticipated to have a negative impact to the City's service capacity. E. The planning report dated 1 June 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. 2 CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Bob Cederberg and Anna Cederberg 06-08-04 FINDINGS & DECISION ZONING MAP AMENDMENT APPLICATION: Request for a Zoning Map amendment to rezone land within the Cederberg Estates preliminary plat from R-2 District to R-3 District. CITY COUNCIL MEETING: 14 June 2004 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the properties are as follows: Lot 1, Block 3 Vasseur's Oak Grove Estates Addition, City of Otsego, County of Wright, State of Minnesota. 2. North 200ft. of Lot 1, Block 3 Vasseur's Oak Grove Estates Addition, City of Otsego, County of Wright, State of Minnesota. 3. Outlot B Meadowlands Addition, City of Otsego, County of Wright, State of Minnesota. 4. Unplatted Land described as follows: TH PRT OF SW1/4 OF NW1/4 DES BEG SE COR OF LT5 BLK5 OTSEGO ACRES 1 ST TH S89D32'51"W ALG S LN OF SD LT5 BLK5 ALSO BEING N LN OF SW1/4 OF NW1/4 TO SW COR OF SD LT5 SD COR ALSO BEING NW COR OF SD SW1/4 OF NW1/4 TH S OD25'1411E ALG W LN,SD LN ALSO BEING NLY EXT OF W LN OF LT1 BLK3 VASSEURS OAK GROVE EST 13.56FT TO NW COR OF SD LT1 TH ELY ALG N LN OF SD LT1 TO NE COR THOF TH NLY 12.04FT TO POB B. The property lies within the Long Range Urban Service Area and is guided for low density residential land uses by the Otsego Comprehensive Plan, as amended. C. The property is zoned R-2, Residential Long Range Urban Service Area District (Large Lot). The applicant is requesting an amendment to R-3, Residential Long Range Urban Service Area District (General) to allow for subdivision of the property with one are lots. D. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20-3-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The subject site is included within the Long Range Urban Service area designated by the Comprehensive Plan. Further development of urban type land uses in this area is not to occur unless at least one of the following criteria outlined by the Comprehensive Plan are met: 6. The preliminary plat is revised to illustrate the access easement recorded in the area of the south line of Lot 4, Block 1. All other easements are subject to review and approval of the City Engineer. 7. The applicant shall enter into a development contract with the City upon approval of a final plat, subject to review and approval of the City Attorney. 8. All refuse is to be removed from the property prior to release of a final plat, subject to approval of the Zoning Administrator. 9. Comments of other City Staff. B. Motion to deny the application based on a finding that the request is inconsistent with the policies of the Comprehensive Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Bob Cederberg The Planning Commission discussion focused on the need to meet the requirements of the R-3 District and also the configuration of Lots 1 and 2 with irregular lot shapes. Recognizing that the overall area of the plat is four acres, the Planning Commission modified the recommended conditions of approval outlined in the Planning Report to give the applicant an opportunity to revise the plat to meet all applicable performance standard, yet realize four lots if possible. Our office concurs with this recommendation. The Planning Commission closed the public hearing and voted 7-0 to recommend approval of the Zoning Map amendment and preliminary plat subject to the conditions outlined below. The applications will be considered by the City Council at their meeting on 14 June 2004 at 6:30 PM. Decision 1 — Zoning Map Amendment A. Motion to approve a Zoning Map amendment to rezone the subject site from R-2 District to R-3 District based upon a finding that the request is consistent with the Comprehensive Plan. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan. C. Motion to table. Decision 2 — Preliminary Plat A. Motion to approve the Cederberg Estates Preliminary Plat, subject to the following conditions: The preliminary plat is revised to reflect R-3 District lot requirements and other applicable requirements of the Subdivision Ordinance, including a resubdivision plan. 2. A ten (10) foot side yard setback shall apply to the proposed lots, consistent with the requirements of the R-3 District. 3. Park and trail dedication requirements shall be satisfied as a cash fee in lieu of land in effect at the time of final plat approval for each new lot created. 4. The preliminary grading plan is subject to review and approval of the City Engineer. 5. Existing and proposed on-site utilities shall be subject to review and approval of the City Engineer and City Building Official. 0) ITEM 6.1 NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com T,N_ EelAak, I oil I ►, TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 8 June 2004 RE: Otsego — Cederberg Estates NAC FILE: 176.02 — 04.19 The Planning Commission held a public hearing on 7 June 2004 to consider the applications submitted by Mr. Bob Cederberg for a Zoning Map amendment and preliminary plat for a four lot subdivision. Mr. Dennis Peterson spoke at the public hearing on behalf of the applicant. In response to the issues raised in the Planning Report prepared by our office, Mr. Peterson suggested that the dedication of land for 88th Street to provide a second access for the Meadowland plat was not a requirement of the City placed on that plat and that this area should not be taken from the calculation of required lot area within the proposed plat. This information is not correct as the Meadowlands plat was approved contingent upon the developer securing a second access, although not specifically required at the present location of 88t Street. Mr. Peterson also spoke that there had been an agreement to allow a four lot subdivision of Mr. Cederbergs property. However, there was no such formal agreement even discussed with City Staff or approved by the City Council. The only previous reference to resubdivision of Mr. Cederberg's property was a sketch showing three lots that was prepared by our office and attached as an exhibit to our report on the Meadowlands plat dated 28 June 2001. Two residents spoke during the public hearing. One resident immediately to the south of the plat was concerned that access from vacated right-of-way was required for the plat. This is not the case as all of the lots access either from 88th Street or O'Brian Avenue. The second resident was concerned about the value of potential houses that could be constructed on these lots. City Staff responded that the value of houses constructed on a lot is not subject to City regulation. istification: Addition of third logo facing the northeast will be visible to persons on C.S.A.H 19 . The .;tear coat will minimize the fading of the blue pigments in the logo. Due to the change order, the contract period will be: nine(9) days Original contract period: Substantial completion by August 2, 2004. Change contract period from previous Change Order N/A Contract period including this and all previous change orders Substantial Completion by August 11 2004. This document will become a supplement to the contract and all provisions will apply hereto. Recommended: Accepted: Approved by: Date (--?-7-oy Date For the Owner (Name and Title) Date This information will be used as a record of any changes to the original construction contract. \Uia01\Shared Docs\MunicipaMOTSEGO\514\CONSTRUCTIOMOT514C01A.doc Order No. 1 Hakanson Anderson Date: April 26, 2004 Assoc., Inc. CONTRACT CHANGE ORDER Project: City of Otsego Project 03-02, Elevated Water Storage Tank and Tower #2 Owner: City of Otsego To: CBI, Inc. (Contractor) You are hereby requested to comply with the following changes from the contract plans and specifications: Description of Changes INCREASE DECREASE In Contract Price in Contract Price 1. Add Line Item # 9A, Provide third logo and provide clear coat on all three logo's, Lump Sum @ $ 12,547.00 / LS $ 12,547.00 Totals $ 12,547.00 Net Change in Contract $ 12,547.00 Original Contract Amount $1,162,600.00 Previous contract changes, Change Order # to # 0 Prior approved contract amount $1,162,600.00 Total contract including this and previous change orders $1,175,147.00 Ma01\Shared Docs\Municipal\AOTSEGO\514\CONSTRUCTIOMOT514COlA.doc Pay Estimate No. 7 City of Otsego Elevated Water Storage Tank and Tower #2 •� C:a� \III...L ITEM: 7. Item $1,003,930.00 $31,300.00 $7,200.00 $1,175,147.00 Contract Used $102,723.50 No. Description Qty Unit Unit Cost Amount To -Date Extension $692,350.50 All site work including topsoil salvage and replacement, # 39501 $137,398.50 $837,382.25 Check # 39538 $145,031.75 $875,548.50 excavation, import and compacting of borrow material and # 39706 $38,166.25 $85,025.00 aggregate base, placement of bituminous wear and course filter material and construction of concrete splash pad, 10 apron and sidewalk. 1 LS $24,000.00 $24,000.00 10% $2,400.00 Erosion Control items such as bale check, silt fence and 11 rock construction entrance. 1 LS $4,800.00 $4,800.00 1 $4,800.00 12 All restoration including seeding, fertilizing and mulch I 1 LS $2,500.00 $2,500.00 Total - Bid Schedule "B" - Site Work SUMMARY OF BIDDING Bid Schedule "A" - 1,000,000 Gallon Water Storage Tank and Tower Bid Schedule "B" - Site Work TOTAL Total Work Completed To -Date Less 5% Retainage ess Pay Estimate No. 1 Less Pay Estimate No. 2 Less Pay Estimate No. 3 Less Pay Estimate No. 4 Less Pay Estimate No. 5 Less Pay Estimate No. 6 We Recommend Partial Payment of: $31,300.00 $7,200.00 $1,143,847.00 $1,003,930.00 $31,300.00 $7,200.00 $1,175,147.00 $1,011,130.00 $1,011,130.00 sum of checks $50,556.50 $102,723.50 Check # 38923 $102,723.50 $398,145.00 Check # 39283 $295,421.50 $554,952.00 Check # 39424 $156,807.00 $692,350.50 Check # 39501 $137,398.50 $837,382.25 Check # 39538 $145,031.75 $875,548.50 Check # 39706 $38,166.25 $85,025.00 APPROVALS: CONTRACTOR: CB&I Certification by ontractor: I certthat all items and amounts are correct for the work completed to date. Signed Title: �` Date: ENGINEER: Certification by E g'neer- We recommend payment for work and quantities as shown. HAKANSON ANDER N ASSOCIATES, INC. Signed: Title: Date: OWNER: CITY OF OTSEGO Signed: Title: Date: ot5t4pe#2 PE - 2 Pay Estimate #7 6/1/04 Pay Estimate No. 7 ITEM: 7._ City of Otsego Elevated Water Storage Tank and Tower #2 June 14, 2004 -ionorable Mayor & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 RE: Watertower#2 Pay Estimate No. 7 Contractor: CB & I Contract Amount, Including Change Orders: $ 1,175,147.00 Award Date: May 20, 2003 Completion Date: August 2, 2004 Dear Honorable Mayor and Council Members: The following work has been completed on the above referenced project: Bid Schedule "A" - 1.000.000 Gallon Water Storaqe Tank and Tower Item Contract Used No. Description City Unit Unit Cost Amount To -Date Extension Provide foundation design prepared by Professional Engineer registered in the State of Minnesota, based on 1 loading data in Division 13. 1 LS $10,000.00 $10,000.00 1 $10,000.00 Provide steel tank & tower design, including anchorage prepared by Professional Engineer registered in the State 2 of Minnesota based on the plans ands ecificaitons. 1 LS $10,000.00 $10,000.00 1 $10,000.00 Construct tank & tower foundation including excavation, 3 concrete, backfill, and anchorage pera roved design. 1 LS $84,500.00 $84,500.00 1 $84,500.00 Furnish and install piping, including watermain, riser & overflow, valves, fittings, hydrant, and insulation per plans 4 andspecifications. 1 LS $14,300.00 $14,300.00 10% $1,430.00 Furnish and erect the 1,000,000 gallon fluted pillar elevated water tower and tank including all appurtenances as 5 provided on plans andspecifications. 1 LS $803,500.00 $803,500.00 1 $803,500.00 Furnish and apply coatings on the steel surfaces of the 6 fluted pillar elevated water tower tank asspecified. 1 LS $170,000.00 $170,000.00 45% $76,500.00 Furnish and install electrical and control devices as 7 providedfor in the plans andspecifications 1 LS $26,000.00 $26,000.00 50% $13.000.00 8 Mobilization and Demobilization. 1 LS $10,000.00 $10,000.00 50% $5,000.00 Furnish and apply coatings for logo on the water tank as 9 shown on the plans asspecified. 1 LS $3,000.00 $3,000.00 9A Provide Third Logo and Clear Coat for all three logos 1 LS $12,547.00 $12,547.00 Total - Bid Schedule "A" - 1,000,000 Gallon Water Storage Tank and Tower $1,143,847.00 $1,003,930.00 ot514pe92 PE - 1 Pay Estimate 97 6/1/04 Wentz Associates, Inc. Phone: (952) 831-1180 7300 France Avenue South Fax: (952) 831-2179 Edina, Minnesota 55435 E -Mail: info@wentzassoc.com Over 25 Years of Consulting Engineering Service April 9, 2004 Invoice No.: 03-038.05 Project Title: Otsego West WWTF 503 -0.2.— l0-1 Bill To: Ms. Karen Cavett Bonestroo Rosene Anderlik & Associates 2335 West Highway 36 St. Paul, Minnesota 55113 Contract Type: Lump Sum in the Amount of: $ 14,500 - Construction Documents & Bid CA/Hourly Services Expenses Total Previously Invoiced: $ 15,257.50 $ -0- $ 15,257.50 Payment to Date: $ 15,257.50 Period: 1/1/04 - 3/31/04 Consulting engineering services rendered for Construction Administration. Professional Engineering Services: Mechanical: Engineer: 6-1/2 Hours @ $ 105.00/hour $ 682.50 Sub -Total Services $ 682.50 Total Due This Invoice $ 682.50 Thank you. Thomas A. Wentz IQ - AJBonestroo NUN Rosene "Anderlik & Associates Engineers 6 Architects May 18, 2004 City of Otsego 8899 Nashua Avenue NE Otsego, MN. 55330 Attention: Judy Hudson 2335 West Highway 36 • St. Paul, MN 55113 Office: 651-636-4600 • Fax: 651-636-1311 www.bonestroo.com ITEM 5_3 RE: File No. 503-02-107 West Wastewater Treatment Plant Invoice No. For Professional Services Rendered February 29, 2004 through May 1, 2004 General engineering services performed for West Wastewater Treatment Plant Project - Construction Phase Senior Principal 9.5 Hrs. @ $117.00 $1,111.50 Project Manager 54.0 Hrs. @ $109.00 5,886.00 Registered Engineer 2.5 Hrs. @ $98.00 245.00 Registered Engineer 110.0 Hrs. @ $92.00 10,120.00 Field Supervisor 25.0 Hrs. @ $77.00 1,925.00 Senior Inspector 243.0 Hrs. ® $77.00 18,711.00 Graduate Engineer 7.5 Hrs. @ $75.00 562.50 Graduate Engineer 32.5 Hrs. @ $70.00 2,275.00 Senior Designer 2.5 Hrs. @ $72.00 180.00 Senior Draftsperson 0.5 Hrs. @ $68.00 34.00 Inspector 0.5 Hrs. @ $64.00 32.00 Inspector 11.0 Hrs. ® $57.00 627.00 Project Tech 15.0 Hrs. @ $45.00 675.00 Subtotal $42,384.00 Direct Project Expenses Mileage $243.54 Wentz Associates, Inc. invoice #03-038.05 dated 4/9/04 682.50 Printing 14.25 Telephone 106.78 Subtotal 1,047.07 Total Amount Due This Invoice $43,431.07 All bills due and payable within 30 days. Interest will be charged at the annual rate of Bonestroo, Rosene, Anderlik & Associates, Inc. 12% after 30 days. I declare under penalties of perjury that I am the person making the within claim; that I have examined said claim and that the same is just and true; that the services therein charged were actually rendered and were of the value therein charged; that the fees therein charged are official and are such as allowed by law; and that no part of said claim has been paid. The effect of this verification shag be the same as if b subscribed and swom to under oath. 1__� hh6qk Signature of Claimant • St. Paul, St. Cloud, Rochester, Willmar, MN ■ Milwaukee, WI ■ Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned 4" Bonestroo Rosene SE30 Anderlik & " Associates Engineers & Architects May 18, 2004 City of Otsego 8899 Nashua Avenue NE Otsego, MN. 55330 Attention: Judy Hudson 2335 West Highway 36 • St. Paul, MN 55113 Office: 651-636-4600 • Fax: 651-636-1311 www.bonestroo.com ITEM 5.2 RE: File No. 503-01-102 Wastewater Treatment Expansion Construction Services East Plant #2 Invoice No. 108415 For Professional Services Rendered February 29, 2004 through May 1, 2004 Engineering services for Construction of East Plant #2 Wastewater Treatment Plant Expansion Field Supervisor Senior Inspector Word Processor Reimbursable Expenses Telephone Expense 3.0 Hrs. 3.5 Hrs. @ 0.5 Hrs. Subtotal $77.00 $231.00 $77.00 269.50 $45.00 22.50 Total Amount Due This Invoice $523.00 3.39 $526.39 All bills due and payable within 30 days. Interest will be charged at the annual rate of Bonestroo, Rosene, Anderlik 8t Associates, Inc. 12% after 30 days. 1 declare under penalties of perjury that I am the person making the within claim; that I have examined said claim and that the same is just and true; that the services therein charged were actually rendered and were of the value therein charged; that the fees therein charged are official and are such as allowed by law; and that no part �C/!/f "'V of said claim has been paid. The effect of this verification shall be the same as A by____ 4`h2�CU� subscribed and swom to under oath. I Signature Of Claimant • St. Paul, St. Cloud, Rochester, Willmar, MN • Milwaukee, WI • Chicago, IL Affirmative Action/Equal Opportunity Employer and Employee Owned CITY OF OTSEGO 06/09/04 3:34 PM Page 7 *Check Detail Register© JUNE 2004 Check Amt Invoice Comment E 101-43100-434 Blacktop Patching $140.58 4184 COLD PATCH Total WRIGHT COUNTY HIGHWAY DEPT $182.40 Unpaid WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $50.00 SWENSON CUP/PLAT Total WRIGHT COUNTY RECORDER $50.00 Unpaid XCEL ENERGY E 101-43160-322 Utilities $100.44 Total XCEL ENERGY $100.44 10100 BANK OF ELK RIVER $226,053.87 Fund Summary RIVERPOINTE STREET LIGHTS 10100 BANK OF ELK RIVER 101 GENERAL FUND $69,575.59 203 PARK DEVELOPMENT $3,935.42 250 BUILDING PERMIT FEES $7,830.92 406 Lefebvre Watershed $624.30 426 Quaday & 78th PROJECT $32,952.09 427 MACIVER/70TH ST ACCESS $10,643.78 428 WEST WATER PROJ $9,489.22 430 West Trtmnt Plant -Phase 1 $5,746.35 z5 85th Street Project - East $1,117.52 .7 87TH/OBRIAN IMPROV $75.00 601 WATER FUND $11,828.17 602 SEWER FUND $20,989.14 701 DEVELOPMENT ESCROWS FUND $48,746.37 702 BUILDERS ESCROW FUND $2,500.00 $226,053.87 RIVERPOINTE STREET LIGHTS CITY OF OTSEGO 06/09/04 3:34 PM Page 6 *Check Detail Register© JUNE 2004 Check Amt Invoice Comment E 601-49400-203 Supplies - General $6,544.96 2004-69 METERS Total RMR SERVICES, INC $6,544.96 Unpaid SCHARBER & SONS E 101-43100-220 Repair/Maint Supply (GENERAL) $13.31 314592 91 DISK MOWER E 101-43100-220 Repair/Maint Supply (GENERAL) $272.64 315007 MOWER E 101-43100-220 Repair/Maint Supply (GENERAL) $59.64 315034 MOWER E 101-43100-220 Repair/Maint Supply (GENERAL) $11.38 315473 PAINT Total SCHARBER & SONS $356.97 Unpaid SCHLUENDER CONSTRUCTION E 602-49450-419 SLUDGE HAULING $20,749.50 10554 SLUDGE HAULING 5/5 TO 5/31 Total SCHLUENDER CONSTRUCTION $20,749.50 Unpaid SOFTRONICS E 101-41600-390 Contracted Services $557.46 2080 LABOR/MONITOR E 101-41400-390 Contracted Services $291.21 2080 LABOR/UPS E 250-42410-390 Contracted Services $224.14 2080 LABOR/CABLE Total SOFTRONICS $1,072.81 Unpaid - SUPERIOR LAWN & SNOW E 602-49450-390 Contracted Services $239.64 418 SEWER E 601-49400-390 Contracted Services $326.97 418 PUMPHOUSE/WELL E 601-49400-390 Contracted Services $143.79 418 WATER TOWER E 101-41940-390 Contracted Services $3,419.73 418 CITY HALL/BIKE PATH E 101-41950-310 Miscellaneous $188.52 418 OLD CITY HALL Total SUPERIOR LAWN & SNOW $4,318.65 Unpaid T & S TRUCKING BUFFALO INC E 101-43100-435 Street Sweeping $420.00 152 77TH/PUMPHOUSE G 701-22349 ARBOR CREEK $750.00 152 ARBOR CREEK Total T & S TRUCKING BUFFALO INC $1,170.00 Unpaid TOSHIBA AMERICA INFO SYS INC _ E 101-41400-413 Office Equipment Rental $255.83 39192855 TOSHIBA COPIER Total TOSHIBA AMERICA INFO SYS INC $255.83 Unpaid TROPHIES PLUS E 101-41400-310 Miscellaneous $99.42 NAMES PLATES Total TROPHIES PLUS $99.42 Unpaid UNLIMITED ELECTRIC INC E 250-42410-525 Building Improvements $1,038.56 6336 ADDT'L OUTLETS ADDED Total UNLIMITED ELECTRIC INC $1,038.56 Unpaid WASTE MANAGEMENT E 101-43620-390 Contracted Services $9,454.49 16279-1706-3 CLEAN UP MONTH Total WASTE MANAGEMENT $9,454.49 Unpaid WRIGHT COUNTY AUDITOR -TREASURE E 101-42100-390 Contracted Services $33,306.00 04-6 SHERIFF PATROL JUNE Total WRIGHT COUNTY AUDITOR -TREASURE $33,306.00 --paid WRIGHTCOUNTY DRUG TASK FORCE E 101-41100-801 CONTINGENCY $1,000.00 DRUG TASK DONATION Total WRIGHT COUNTY DRUG TASK FORCE $1,000.00 Unpaid' P ,.�,.�:,�.......�...�.�.., WRIGHT COUNTY HIGHWAY DEPT ..,.,.,.. ,_,...,. E 101-43100-393 Street Signs $41.82 4183 POSTS CITY OF OTSEGO 06/09/04 3:34 PM Page 5 *Check Detail Register© JUNE 2004 Check Amt Invoice Comment G 701-22353 PLFRM ORRIN THOMP $34.00 13564 PLEASANT CRK FARMS G 701-22402 WATERFRONT 4 HEMPEL $34.00 13564 WATERFRONT 4 G 701-22395 Quaday Addition (2) $615.57 13564 QUADAY ADDITION G 701-22397 SUNRAY FARMS 2ND $51.00 13564 SUNRAY FARMS G 701-22403 BOB CEDERBERG ESTATE $357.00 13564 CEDERBERG G 701-22391 ANGEL ACRES $63.52 13564 ANGEL ACRES G 701-22394 DUERR PROP $68.00 13564 DUERR G 701-22380 RIVERPLACE 1ST $68.00 13564 RIVER PLACE G 701-22406 KITCROSS 5/6 $144.50 13564 KIT CROSS 5/6 G 701-22393 THE VILLAGE CONCEPT PLAN $212.73 13564 THE VILLAGE G 701-22392 MISSISSIPPI COVE $238.00 13564 MISSISSIPPI COVE G 701-22399 SCHUMACHER CUP $293.12 13564 SCHUMACHER CUP G 701-22405 THOMPSON MANOR $306.00 13564 THOMP MAN G 701-22389 TMOBILE CUP $42.50 13564 T MOBILE CUP G 701-22328 WATERFRONT EAST $851.33 13564 WATERFRONT EAST E 101-41570-303 Planning Fees $1,499.15 13565 GENERAL E 101-41570-303 Planning Fees $381.51 13565 TEMP SIGNS E 101-41570-303 Planning Fees $255.16 13565 ZONING ORD E 101-42420-310 Miscellaneous $94.25 13565 ADMIN ENFORCE E 101-42420-310 Miscellaneous $29.95 13566 HOEL E 101-42420-310 Miscellaneous $20.25 13566 SIRIOS E 101-42420-310 Miscellaneous $51.18 13566 CODE ENFORCEMENT E 101-42420-310 Miscellaneous $74.20 13566 LIEN E 101-42420-310 Miscellaneous $102.00 13566 GENERAL E 101-42420-310 Miscellaneous $88.70 13566 SWANSON HOME BUS E 101-41570-303 Planning Fees $1,200.00 13567 MEETINGS E 101-41570-303 Planning Fees $2,000.00 13568 APRIL -MAY COMP Total NORTHWEST ASSOC CONSULTANTS $11,269.38 Unpaid NOVA COMMUNICATIONS E 250-42410-570 Office Equip and Furnishings $340.00 3820 NEW BLDGING NUMBERS Total NOVA COMMUNICATIONS $340.00 $129.88 Unpaid PRINCIPAL FINANCIAL GROUP Print/Binding (GENERAL) $116.51 E 250-42410-123 Health $214.50 BLDG - JUNE E 101-41600-123 Health $36.39 FINANCE - JUNE E 101-43100-123 Health $253.68 PW - JUNE E 101-41400-123 Health $253.68 ADMIN - JUNE Total PRINCIPAL FINANCIAL GROUP $758.25 Unpaid PUBLIC EMPLOYEES RETIREMENT FD G 101-21704 PERA $1,013.10 PPE 6/5 CK DTD 6/9 E 250-42410-121 PERA $313.99 PPE 6/5 CK DTD 6/9 E 101-41600-121 PERA $72.65 PPE 6/5 CK DTD 6/9 E 101-41550-121 PERA $190.79 PPE 6/5 CK DTD 6/9 E 101-41400-121 PERA $202.40 PPE 6/5 CK DTD 6/9 E 101-43100-121 PERA $318.71 PPE 6/5 CK DTD 6/9 Total PUBLIC EMPLOYEES RETIREMENT FD $2,111.64 Unpaid REED BUSINESS INFORMATION E 428-49400-350 Print/Binding (GENERAL) $97.41 2596967 E 430-43256-350 Print/Binding (GENERAL) $129.88 2596967 E 101-43100-350 Print/Binding (GENERAL) $116.51 2596967 E 101-43100-350 Print/Binding (GENERAL) $116.51 2601614 E 430-43256-350 Print/Binding (GENERAL) $129.88 2601614 E 428-49400-350 Print/Binding (GENERAL) $97.41 2601614 Total REED BUSINESS INFORMATION $687.60 Unpaid RMR SERVICES, INC KURTTI TRUNKWTRMAIN WEST LIFT STAT ST MAINT SEAL COATING ST MAINT SEAL COATING LIFT STATION KURTTI TRUNK WATERMAIN CITY OF OTSEGO 06/09/04 3:34 PM Page 4 *Check Detail Register© JUNE 2004 Check Amt Invoice Comment E 250-42410-321 Mileage/Travel $564.73 MILEAGE 1526.3 E 250-42410-320 Telephone $60.00 CELL PHONE (MAY) Total HAROLD LEONARD $624.73 Unpaid ICMA RETIREMENT TRUST E 101-41400-121 PERA $192.31 PPE 6/5 CK DTD 6/9 G 101-21705 Other Retirement $230.00 PPE 6/5 CK DTD 6/9 Total ICMA RETIREMENT TRUST $422.31 Unpaid LONG & SONS E 101-41940-389 Cleaning Services $745.50 MAY CLEANING E 101-41940-203 Supplies - General $72.15 TOWELS/T PAPER Total LONG & SONS $817.65 Unpaid MARTIN BENEFIT ADMINISTRATORS E 101-41400-350 Print/Binding (GENERAL) $50.00 3401 MONTHLY FLEX ACCT Total MARTIN BENEFIT ADMINISTRATORS $50.00 Unpaid MENARDS E 101-43100-203 Supplies - General $15.91 64839 POST HOLE DIGGER Total MENARDS $15.91 Unpaid MN CITY/COUNTY MANAGEMENT ASS E 101-41400-355 Dues & Memberships $69.00 MEMBERSHIP DUES - MIKE Total MN CITY/COUNTY MANAGEMENT ASSO $69.00 Unpaid MONTICELLO ANIMAL CONTROL E 101-42710-390 Contracted Services $35.00 464 PICK UP DOG Total MONTICELLO ANIMAL CONTROL $35.00 Unpaid NAGELL APPRAISAL & CONSULTING E 426-43100-310 Miscellaneous $1,200.00 11811 PARCEL 9 RIGHT OF WAY E 426-43100-301 Legal Services $1,200.00 11812 PARCEL 9 NO PINE AGGREG E 426-43100-301 Legal Services $1,200.00 11813 PARCEL 10 JOHNSON E 426-43100-301 Legal Services $1,200.00 11814 PARCEL 14 D&Y FAM E 426-43100-301 Legal Services $1,200.00 11815 PARCEL 16 D&Y FAM LMT Total NAGELL APPRAISAL & CONSULTING $6,000.00 Unpaid NAILBENDER CORP INC E 702-41400-310 Miscellaneous $2,500.00 ESCROW REFUND 7299 LEBEAUX Total NAILBENDER CORP INC $2,500.00 Unpaid NAPA OF ELK RIVER INC E 101-43100-220 Repair/Maint Supply (GENERAL) $8.50 72618 CAT LOADER E 101-43100-310 Miscellaneous $4.25 72619 MISC - BRUSH E 101-43100-310 Miscellaneous $7.81 72658 EPDXY/CARB CLN/NUT E 101-43100-310 Miscellaneous $4.36 76888 CHAR ALUM SPRAY PAINT E 101-43100-310 Miscellaneous $26.60 77076 BULB/EMER LAMP Total NAPA OF ELK RIVER INC $51.52 Unpaid NORTHWEST ASSOC CONSULTANTS G 701-22401 ZIMMERFARMS 3RD $442.00 13564 ZIMMER FARMS 3 G 701-22359 SWENSON REZONE $51.00 13564 SWENSON CUP G 701-22404 SILVER CRK WIEDENBACH $716.19 13564 BOULDER CRK G 701-22398 PRAIRIE OAKS $791.07 13564 PRAIRIE OAKS G 701-22396 ARBOR CREEK 2ND $17.00 13564 ARBOR CRK 2 G 701-22387 ARBOR PLACE PPREZONE $17.00 13564 ARBOR PLACE G 701-22315 OTSEGO MEADOWS GOLF $25.50 13564 RIVERWOOD NATIONAL G 701-22366 MARTIN FARMS $34.00 13564 MARTIN FARMS CITY OF OTSEGO 06/09/04 3:34 PM Page 3 *Check Detail Register© JUNE 2004 Check Amt Invoice Comment Unpaid GOVERNMENT TRAINING SERVICE E 101-41400-360 Education/Training/Conferences $209.00 11020 CONFERENCE - MIKE Total GOVERNMENT TRAINING SERVICE $209.00 Unpaid HAKANSON ANDERSON ASSOC INC E 427-43100-302 Engineering Fees $10,643.78 10503 MACIVER AVE E 428-49400-302 Engineering Fees $5,049.21 10504 WEST WATER TOWER E 101-41560-302 Engineering Fees $311.58 10505 CITY MAP E 101-41560-302 Engineering Fees $735.00 10506 STAFF MEETING E 101-41560-302 Engineering Fees $75.00 10507 MSAA G 701-21993 Otsego Farms $41.67 10508 OTSEGO FARMS G 701-22315 OTSEGO MEADOWS GOLF $9,471.28 10509 RIVERWOOD NATIONAL G 701-22321 RIVERPOINTE 2ND $253.01 10510 RIVERPOINTE 2ND G 701-22349 ARBOR CREEK $1,144.64 10511 ARBOR CREEK G 701-22356 KITTR CROSS PPRZ $5,336.41 10512 KITTREDGE CROSSING G 701-22353 PLFRM ORRIN THOMP $1,363.13 10513 PLEASANT CRK FARMS G 701-22380 RIVERPLACE 1ST $5,702.04 10514 RIVER PLACE G 701-22361 SUN RAY FARMS $2,889.16 10515 SUNRAY FARMS G 701-22369 DR H ZIMMER PROP $2,856.96 10516 ZIMMER FARMS G 701-22328 WATERFRONT EAST $90.00 10523 WATERFRONT EAST G 701-22384 FOREST HILLS $1,093.14 10525 FOREST HILLS G 701-22374 KITTREDGE FINAL $700.04 10526 KITT CROSS 2,3,4 G 701-22393 THE VILLAGE CONCEPT PLAN $285.81 10527 THE VILLAGE G 701-22398 PRAIRIE OAKS $45.00 10529 PRAIRIE OAKS G 701-22392 MISSISSIPPI COVE $195.81 10530 MISS COVE G 701-22387 ARBOR PLACE PPREZONE $1,270.69 10531 ARBOR PLACE G 701-22392 MISSISSIPPI COVE $90.00 10532 MISS COVE G 701-22394 DUERR PROP $630.00 10538 HERITAGE - DUERR G 701-22397 SUNRAY FARMS 2ND $2,607.76 10539 SUNRAY FARMS 2ND G 701-22396 ARBOR CREEK 2ND $1,182.00 10542 ARBOR CREEK 2ND G 701-22391 ANGEL ACRES $330.81 10543 ANGEL ACRES G 701-22388 DENTAL OFFICE SHEILDS $284.63 10543 SHIELS E 428-49400-302 Engineering Fees $1,485.53 10544 WELLS 4 & 5 E 430-43256-302 Engineering Fees $5,088.45 10545 W PUMP HOUSE/TANK E 601-49400-302 Engineering Fees $4,812.45 10546 WELL 6 E 428-49400-302 Engineering Fees $2,538.08 10547 KURTTI WATERMAIN E 430-43256-302 Engineering Fees $75.00 10548 W LIFT STATION G 701-22312 FEMAFLOODAREAPARISH $330.00 10549 FEMA E 203-45210-302 Engineering Fees $164.01 10550 PRAIRIE PARK E 203-45210-302 Engineering Fees $2,172.09 10552 WELL AT PRAIRIE PARK E 203-45210-302 Engineering Fees $1,599.32 10553 LILY POND E 435-43100-302 Engineering Fees $311.26 10554 85TH ST ODEAN/NASHUA E 435-43100-302 Engineering Fees $305.63 10555 PAGE 39/PAGE E 437-43100-302 Engineering Fees $75.00 10556 87TH STREET IMPROVEMENT E 250-41560-302 Engineering Fees $75.00 10557 TRUNK HWY 101 G 701-21940 The "Point 1 & 2" - Big Ed's $79.60 10558 THE POINTE 2ND G 701-21958 Crimson Ponds III $86.25 10559 CRIMSON PONDS 4TH G 701-22377 OTSEGO WEST PP $441.51 10562 OTSEGO PRESERVE E 435-43100-302 Engineering Fees $500.63 10563 85TH ST E 426-43100-302 Engineering Fees $26,952.09 10564 QUADAY 78TH/37 E 101-43100-302 Engineering Fees $3,088.40 10566 04 ROAD MAINT PROJECT G 701-21936 Mississippi Pines PUD 00 $121.27 10568 MISS PINES G 701-22366 MARTIN FARMS $3,600.72 10569 MARTIN FARMS E 406-43100-302 Engineering Fees $624.30 10572 LEFEBVRE CRK EASEMENT E 101-41560-302 Engineering Fees $1,068.75 10573 MISC ENG Total HAKANSON ANDERSON ASSOC INC $110,273.90 Unpaid HAROLD LEONARD CITY OF OTSEGO 06/09/04 3:34 PM Page 2 *Check Detail Register© JUNE 2004 Total ELK RIVER BITUMINOUS $651.25 Unpaid ELK RIVER PRINTING & PARTY PLU E 101-41400-350 Print/Binding (GENERAL) $266.25 19424 LETTERHEAD Total ELK RIVER PRINTING & PARTY PLU $266.25 Unpaid FINKEN'S WATER CARE E 101-41950-310 Miscellaneous $29.82 Check Amt Invoice Comment Miscellaneous E 101-41940-220 Repair/Maint Supply (GENERAL) $28.75 11479 FIRE EXT CITY HALL $112.25 E 101-43100-220 Repair/Maint Supply (GENERAL) $111.06 11479 FIRE EXT SHOP Total DEHMER FIRE PROTECTION $139.81 Unpaid Uniforms DJ'S TOTAL HOME CENTER 1043488330 UNIFORMS E 101-41400-390 E 101-43100-310 Miscellaneous $36.27 797868 PATCH DRIVE/RUG CLEAN/MISC Uniforms E 101-45200-310 Miscellaneous $40.14 800472 SAFETY SNAP/QUICK LINK/EYE BOL $94.63 E 101-43100-310 Miscellaneous $21.02 800833 QUICKRETE CONCRETE 1043502981 E 101-43100-310 Miscellaneous $8.29 804997 BIT/EXT DRILL BIT UNIFORMS E 101-43100-310 Miscellaneous $6.91 806043 MISC SAW WALLBOARD Total G E 101-43100-310 Miscellaneous $4.04 806069 RSTP SPRAY ALUMNM GLENS TRUCK CENTER INC Total DJ'S TOTAL HOME CENTER $116.67 E 101-43100-220 Unpaid $207.68 ECM PUBLISHERS INC 75 FORD TRACTOR Total GLENS TRUCK CENTER INC $207.68 E 101-41400-350 Print/Binding (GENERAL) $55.40 168189 NOTICE OF PUBLIC HEARING E 101-41400-350 Print/Binding (GENERAL) $67.71 168190 ORDINANCE 2004 -10 E 101-41400-350 PrinUBinding (GENERAL) $95.40 168191 ORDINANCE 2004-21 E 428-49400-350 Print/Binding (GENERAL) $221.58 168647 TRUNK WATERMAIN E 101-43100-350 Print/Binding (GENERAL) $276.98 168648 STREET MAINT E 430-43256-350 Print/Binding (GENERAL) $323.14 168649 LIFT STATION 4 E 101-41400-350 Print/Binding (GENERAL) $172.34 168650 ORDINANCE E 101-41400-350 Print/Binding (GENERAL) $178.50 168651 ORDINANCE E 101-41400-350 Print/Binding (GENERAL) $58.47 168652 NOTICE OF PUBLIC HEARING Total ECM PUBLISHERS INC $1,449.52 Unpaid ELECTION SYSTEMS & SOFTWARE E 101-41400-201 Office Supplies $171.43 535631 DOG TAGS/LINKS Total ELECTION SYSTEMS & SOFTWARE $171.43 Unpaid ELK RIVER BITUMINOUS E 101-43100-434 Blacktop Patching $27.69 5580 BLACKTOP PATCHING E 101-43100-434 Blacktop Patching $62.84 5581 BLACKTOP PATCHING E 101-43100-434 Blacktop Patching $560.72 5586 BLACKTOP PATCHING Total ELK RIVER BITUMINOUS $651.25 Unpaid ELK RIVER PRINTING & PARTY PLU E 101-41400-350 Print/Binding (GENERAL) $266.25 19424 LETTERHEAD Total ELK RIVER PRINTING & PARTY PLU $266.25 Unpaid FINKEN'S WATER CARE E 101-41950-310 Miscellaneous $29.82 13620 90TH ST E 101-43100-310 Miscellaneous $32.30 13474 05TH ST E 101-41940-390 Contracted Services $112.25 CITY HALL Total FINKEN'S WATER CARE $174.37 Unpaid G & K TEXTILE LEASING SYSTEM E 101-43100-225 Uniforms $50.21 1043488330 UNIFORMS E 101-41400-390 Contracted Services $71.83 1043493249 MATS E 101-43100-225 Uniforms $79.05 1043493250 UNIFORMS E 101-43100-225 Uniforms $94.63 1043498086 UNIFORMS E 101-41400-390 Contracted Services $71.83 1043502981 MATS E 101-43100-225 Uniforms $55.09 1043507873 UNIFORMS E 101-43100-225 Uniforms $54.55 1043507873 UNIFORMS Total G & K TEXTILE LEASING SYSTEM $477.19 Unpaid GLENS TRUCK CENTER INC E 101-43100-220 Repair/Maint Supply (GENERAL) $207.68 1241390011 75 FORD TRACTOR Total GLENS TRUCK CENTER INC $207.68 CITY OF OTSEGO 06/09/04 3:34 PM Page 1 *Check Detail Register© JUNE 2004 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ABC ARROW BLDG CNTR E 101-43100-220 Repair/Maint Supply (GENERAL) $13.90 2073567 94 FORD TRK Total ABC ARROW BLDG CNTR $13.90 Unpaid ADAM'S PEST CONTROL INC E 101-41940-390 Contracted Services $79.88 159762 QUARTERLY SERVICE Total ADAM'S PEST CONTROL INC $79.88 Unpaid AIRGAS, INC.�- E 101-43100-210 Operating Supplies (GENERAL) $21.73 105699377 ACETYLENE/HAZMAT/CYL/OXYGEN Total AIRGAS, INC. $21.73 Unpaid - , ARROW TERMINAL LLC E 101-43100-203 Supplies - General $220.10 24184 MISC SUPPLIES Total ARROW TERMINAL LLC $220.10 Unpaid B & D PLUMBING & HEATING INC E 101-41940-402 Repairs/Maint Buildingss $120.00 10069 FURNACE REPAIR/CITY HALL Total B & D PLUMBING & HEATING INC $120.00 Unpaid BANK OF ELK RIVER -1 E 101-41400-410 Rentals (GENERAL) $50.00 SAFETY DEPOSIT BOX Total BANK OF ELK RIVER -1 $50.00 Unpaid BERLIN TIRE CENTER, INC E 101-43100-220 Repair/Maint Supply (GENERAL) $23.71 2790021920 93 CASE TRACTOR Total BERLIN TIRE CENTER, INC $23.71 Unpaid BOISE CASCADE OFFICE PRODUCTS E 101-41400-201 Office Supplies $108.52 653723 OFFICE SUPPLIES Total BOISE CASCADE OFFICE PRODUCTS $108.52 Unpaid CARLSON TRACTOR &EQUIP. CO. E 101-43100-220 Repair/Maint Supply (GENERAL) $29.27 CO2035 SWITCH E 101-43100-410 Rentals (GENERAL) $355.50 L00360 MIGHT TROMMEL SCREEN Total CARLSON TRACTOR & EQUIP. CO. $384.77 Unpaid CASE CREDIT E 101-43100-220 Repair/Maint Supply (GENERAL) $32.59 21093 TRUEMAN WELTERS Total CASE CREDIT $32.59 Unpaid CHARTER COMMUNICATIONS E 101-41400-390 Contracted Services $100.01 MONTHLY CABLE Total CHARTER COMMUNICATIONS $100.01 Unpaid CITY OF ST. MICHAEL E 250-41560-302 Engineering Fees $5,000.00 NE WRIGHT CO TRANS PLAN Total CITY OF ST. MICHAEL $5,000.00 Unpaid CRAGUN'S CONF CENTER E 101-41400-360 Education/Training/Conferences $230.26 506997-1 MIKE - CONFERENCE Total CRAGUN'S CONF CENTER $230.26 Unpaid CROW RIVER FARM EQUIPMENT E 101-43100-203 Supplies - General $78.31 105376 MISC SUPPLIES Total CROW RIVER FARM EQUIPMENT $78.31 Unpaid DEHMER FIRE PROTECTION CITY OF OTSEGO 06/09/04 3:32 PM Page 2 *Check Summary Register@ JUNE 2004 Name Check Date Check Amt Total Checks $226,053.87 FILTER: None CITY OF OTSEGO 06/09/04 3:32 PM Page 1 *Check Summary Register© JUNE 2004 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ABC ARROW BLDG CNTR $13.90 94 FORD TRK UnPaid ADAM'S PEST CONTROL INC $79.88 QUARTERLY SERVICE UnPaid AIRGAS, INC. $21.73 ACETYLENE/HAZMAT/CYL/OXYGEN UnPaid ARROW TERMINAL LLC $220.10 MISC SUPPLIES UnPaid B & D PLUMBING & HEATING INC $120.00 FURNACE REPAIR/CITY HALL UnPaid BANK OF ELK RIVER -1 $50.00 SAFETY DEPOSIT BOX UnPaid BERLIN TIRE CENTER, INC $23.71 93 CASE TRACTOR UnPaid BOISE CASCADE OFFICE PROD $108.52 OFFICE SUPPLIES UnPaid CARLSON TRACTOR & EQUIP. C $384.77 MIGHT TROMMEL SCREEN UnPaid CASE CREDIT $32.59 TRUEMAN WELTERS UnPaid CHARTER COMMUNICATIONS $100.01 MONTHLY CABLE UnPaid CITY OF ST. MICHAEL $5,000.00 NE WRIGHT CO TRANS PLAN UnPaid CRAGUN'S CONF CENTER $230.26 MIKE - CONFERENCE UnPaid CROW RIVER FARM EQUIPMEN $78.31 MISC SUPPLIES UnPaid DEHMER FIRE PROTECTION $139.81 FIRE EXT CITY HALL UnPaid DJ'S TOTAL HOME CENTER $116.67 MISC SAW WALLBOARD UnPaid ECM PUBLISHERS INC $1,449.52 ORDINANCE 2004 -10 UnPaid ELECTION SYSTEMS & SOFTWA $171.43 DOG TAGS/LINKS UnPaid ELK RIVER BITUMINOUS $651.25 BLACKTOP PATCHING UnPaid ELK RIVER PRINTING & PARTY P $266.25 LETTERHEAD UnPaid FINKEN'S WATER CARE $174.37 13620 90TH ST JnPaid G & K TEXTILE LEASING SYSTE $477.19 UNIFORMS Paid GLENS TRUCK CENTER INC $207.68 75 FORD TRACTOR UnPaid GOVERNMENT TRAINING SERVI $209.00 CONFERENCE - MIKE UnPaid HAKANSON ANDERSON ASSOC $110,273.90 MISS PINES UnPaid HAROLD LEONARD $624.73 MILEAGE 1526.3 UnPaid ICMA RETIREMENT TRUST $422.31 PPE 6/5 CK DTD 6/9 UnPaid LONG & SONS $817.65 MAY CLEANING UnPaid MARTIN BENEFIT ADMINISTRAT $50.00 MONTHLY FLEX ACCT UnPaid MENARDS $15.91 POST HOLE DIGGER UnPaid MN CITY/COUNTY MANAGEMEN $69.00 MEMBERSHIP DUES - MIKE UnPaid MONTICELLO ANIMAL CONTROL $35.00 PICK UP DOG UnPaid NAGELL APPRAISAL & CONSULT $6,000.00 PARCEL 16 D&Y FAM LMT UnPaid NAILBENDER CORP INC $2,500.00 ESCROW REFUND 7299 LEBEAUX UnPaid NAPA OF ELK RIVER INC $51.52 CAT LOADER UnPaid NORTHWEST ASSOC CONSULT $11,269.38 PLEASANT CRK FARMS UnPaid NOVA COMMUNICATIONS $340.00 NEW BLDGING NUMBERS UnPaid PRINCIPAL FINANCIAL GROUP $758.25 ADMIN - JUNE UnPaid PUBLIC EMPLOYEES RETIREME $2,111.64 PPE 6/5 CK DTD 6/9 UnPaid REED BUSINESS INFORMATION $687.60 ST MAINT SEAL COATING UnPaid RMR SERVICES, INC $6,544.96 METERS UnPaid SCHARBER & SONS $356.97 91 DISK MOWER UnPaid SCHLUENDER CONSTRUCTION $20,749.50 SLUDGE HAULING 5/5 TO 5/31 UnPaid SOFTRONICS $1,072.81 LABOR/CABLE UnPaid SUPERIOR LAWN & SNOW $4,318.65 CITY HALL/BIKE PATH UnPaid T & S TRUCKING BUFFALO INC $1,170.00 77TH/PUMPHOUSE UnPaid TOSHIBA AMERICA INFO SYS IN $255.83 TOSHIBA COPIER UnPaid TROPHIES PLUS $99.42 NAMES PLATES UnPaid UNLIMITED ELECTRIC INC $1,038.56 ADDT'L OUTLETS ADDED JnPaid WASTE MANAGEMENT $9,454.49 CLEAN UP MONTH JnPaid WRIGHT COUNTY AUDITOR -TRE $33,306.00 SHERIFF PATROL JUNE UnPaid WRIGHT COUNTY DRUG TASK F $1,000.00 DRUG TASK DONATION UnPaid WRIGHT COUNTY HIGHWAY DE $182.40 POSTS UnPaid WRIGHT COUNTY RECORDER $50.00 SWENSON CUP/PLAT UnPaid XCEL ENERGY $100.44 RIVERPOINTE STREET LIGHTS CITY OF OTSEGO 06/02/04 10:54 AM Page 2 *Check Detail Register© JUNE 2004 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $40.00 250 BUILDING PERMIT FEES $150.00 601 WATER FUND ($28.00) 702 BUILDERS ESCROW FUND $15,000.00 $15,162.00 CITY OF OTSEGO 06/02/04 10:54 AM Page 1 *Check Detail Register© JUNE 2004 10100 BANK OF ELK RIVER $15,162.00 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid CHRISTIAN BUILDERS INC E 702-41400-310 Miscellaneous $1,000.00 15110 84TH ST LNDSCP REFUND Total CHRISTIAN BUILDERS INC $1,000.00 Unpaid CO-OPERATIVE HOME BUILDERS INC E 702-41400-310 Miscellaneous $1,000.00 8195 PARELL LNDSCP REFUND Total CO-OPERATIVE HOME BUILDERS INC $1,000.00 Unpaid COUNTRYSIDE HOMES INC R 601-37150 WATER SALES ($28.00) SEE ATTACHED LETTER E 702-41400-310 Miscellaneous $1,000.00 8037 PADRE WAY LNDSCP REFUND Total COUNTRYSIDE HOMES INC $972.00 Unpaid HAWTHORNE HOMES INC _ E 702-41400-310 Miscellaneous $1,000.00 7812 PALMGREN LNDSCP REFUND Total HAWTHORNE HOMES INC $1,000.00 Unpaid HEARTHSTONE BUILDERS E 702-41400-310 Miscellaneous $1,000.00 7880 PARK AVE LNDSCP Total HEARTHSTONE BUILDERS $1,000.00 Unpaid J. D. ROOFING & CONSTR INC E 702-41400-310 Miscellaneous $1,000.00 8176 PALMGREN LNDSCP REFUND Total J. D. ROOFING & CONSTR INC $1,000.00 Unpaid JOHN & GINGER PUFAHL E 702-41400-310 Miscellaneous $3,000.00 ESCROW REFUND HOME REMOVAL R 250-32270 SEPTIC PERMITS $150.00 SEPTIC SYSTEM REFUND Total JOHN & GINGER PUFAHL $3,150.00 Unpaid.,.. LARS &AMY CARLSON E 702-41400-310 Miscellaneous $1,000.00 7815 PARK AVE LANDSCAPE ESCROW Total LARS & AMY CARLSON $1,000.00 Unpaid M.J.B. CUSTOM HOMES INC E 702-41400-310 Miscellaneous $1,000.00 10147 JAMES LNDSCP REFUND E 702-41400-310 Miscellaneous $1,000.00 9793 101ST ST LNDSCP REFUND Total M.J.B. CUSTOM HOMES INC $2,000.00 Unpaid MONARCH HOMES, INC. E 702-41400-310 Miscellaneous $1,000.00 8253 PARELL AVE LNDSCP REFUND Total MONARCH HOMES, INC. $1,000.00 Unpaid . -.... WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $40.00 BAUER CUP/SURVEY RECORDING Total WRIGHT COUNTY RECORDER $40.00 Unpaid ZIEGLER CONSTRUCTION CO INC E 702-41400-310 Miscellaneous $1,000.00 13888 88TH ST LNDSCP REFUND E 702-41400-310 Miscellaneous $1,000.00 13861 88TH CRT LNDSCP REFUND Total ZIEGLER CONSTRUCTION CO INC $2,000.00 10100 BANK OF ELK RIVER $15,162.00 CITY OF OTSEGO 06/02/04 10:53 AM Page 1 *Check Summary Register0 JUNE 2004 FILTER: None Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid CHRISTIAN BUILDERS INC $1,000.00 15110 84TH ST LNDSCP REFUND UnPaid CO-OPERATIVE HOME BUILDER $1,000.00 8195 PARELL LNDSCP REFUND UnPaid COUNTRYSIDE HOMES INC $972.00 8037 PADRE WAY LNDSCP REFUND UnPaid HAWTHORNE HOMES INC $1,000.00 7812 PALMGREN LNDSCP REFUND UnPaid HEARTHSTONE BUILDERS $1,000.00 7880 PARK AVE LNDSCP UnPaid J. D. ROOFING & CONSTR INC $1,000.00 8176 PALMGREN LNDSCP REFUND UnPaid JOHN & GINGER PUFAHL $3,150.00 ESCROW REFUND HOME REMOVAL UnPaid LARS & AMY CARLSON $1,000.00 7815 PARK AVE LANDSCAPE ESCROW UnPaid M.J.B. CUSTOM HOMES INC $2,000.00 9793 101ST ST LNDSCP REFUND UnPaid MONARCH HOMES, INC. $1,000.00 8253 PARELL AVE LNDSCP REFUND UnPaid WRIGHT COUNTY RECORDER $40.00 BAUER CUP/SURVEY RECORDING UnPaid ZIEGLER CONSTRUCTION CO IN $2,000.00 13888 88TH ST LNDSCP REFUND Total Checks $15,162.00 FILTER: None CITY OF OTSEGO 05/27/04 1:47 PM Page 3 *Check Detail Register© MAY 2004 Check Amt Invoice Comment 10100 BANK OF ELK RIVER $135,414.60 Fund Summary 101 GENERAL FUND 203 PARK DEVELOPMENT 210 ER Fire District 212 Rogers Fire District 250 BUILDING PERMIT FEES 315 W & S DEBT SERVICE FUND 428 WEST WATER PROJ 429 WWTP-East Phase 2 430 West Trtmnt Plant -Phase 1 601 WATER FUND 702 BUILDERS ESCROW FUND 10100 BANK OF ELK RIVER $10,034.14 $5,945.57 $60,515.00 $6,669.09 $2,552.78 $1,550.00 $136.25 $526.39 $43,431.07 $3,054.31 $1,000.00 $135,414.60 CITY OF OTSEGO 05/27/04 1:47 PM Page 2 *Check Detail Register© MAY 2004 Check Amt Invoice Comment E 101-43100-202 Gas & Oil $336.54 01893 GAS Total HALLMAN OIL COMPANY $1,298.66 Unpaid HEARTHSTONE BUILDERS E 702-41400-310 Miscellaneous $1,000.00 15584 79TH ST LNDSCP REFUND Total HEARTHSTONE BUILDERS $1,000.00 Unpaid ICMA RETIREMENT TRUST E 101-41400-121 PERA G 1 01-21 705 Other Retirement Total ICMA RETIREMENT TRUST Unpaid MEDICA E 250-42410-123 Health E 101-43100-123 Hearth E 101-41400-123 Health E 101-41600-123 Health $192.31 PPE 5/22 CK DATED 5/26 $230.00 PPE 5/22 CK DATED 5/26 $422.31 $2,177.82 BLDG -JUNE $2,211.12 PW - JUNE $2,177.82 ADMIN - JUNE $614.91 FINANCE - JUNE Total MEDICA $7,181.67 Unpaid MID CENTRAL DOOR COMPANY E 101-41940-402 Repairs/Maint Buildingss $215.00 8919 GLASS CUT INTO DOOR Total MID CENTRAL DOOR COMPANY $215.00 Unpaid PUBLIC EMPLOYEES RETIREMENT FD G 101-21704 PERA $803.16 PPE 5/22 CK DATED 5/26 E 101-41600-121 PERA $70.34 PPE 5/22 CK DATED 5/26 E 101-41400-121 PERA $196.70 PPE 5/22 CK DATED 5/26 E 101-43100-121 PERA $299.87 PPE 5/22 CK DATED 5/26 E 250-42410-121 PERA $303.96 PPE 5/22 CK DATED 5/26 Total PUBLIC EMPLOYEES RETIREMENT FD $1,674.03 Unpaid PURCHASE POWER E 101-41400-206 Postage $145.68 POSTAGE SUPPLIES Total PURCHASE POWER $145.68 Unpaid RANDY'S SANITATION E 101-43100-325 Garbage Service $40.54 51904 13474 95TH ST E 101-41940-325 Garbage Service $65.27 51904 8899 NASHUA Total RANDY'S SANITATION $105.81 Unpaid RMR SERVICES, INC E 601-49400-203 Supplies - General $3,054.31 2004-55 WATER METERS Total RMR SERVICES, INC $3,054.31 Unpaid TARGET STORES E 101-43100-203 Supplies - General $24.62 1103841173 DAWN SOAP Total TARGET STORES $24.62 Unpaid US HOME CORPORATION R 315-34406 Water Availabilty Charge $1,550.00 REFUND PO4-195 WAC FEES Total US HOME CORPORATION $1,550.00 npaid ,..-r.�..,. m..�-..�,.,..� -.gym.-.:...._.. �__w_,,....�.a,.....,,,,.a......_m--...�-:.m.._n.�....,-.. WRIGHT COUNTY RECORDER , .............�.._..._ E 101-41400-340 Recording Fees $20.00 VACATION 67ST/DR HORTON Total WRIGHT COUNTY RECORDER $20.00 Unpaid ZIEGLER INC E 101-43100-220 Repair/Maint Supply (GENERAL) $6.03 80149723 88 GRADER Total ZIEGLER INC $6.03 CITY OF OTSEGO 05/27/04 1:47 PM Page 1 *Check Detail Register© MAY 2004 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ADAMS INTERIORSu E 101-41940-403 Improvements to Bldgs $255.60 21715 4 MINI BLINDS Total ADAMS INTERIORS $255.60 Unpaid AFFORDABLE SANITATION E 101-45250-410 Rentals (GENERAL) $353.13_259 HC UNITS Total AFFORDABLE SANITATION $353.13 Unpaid BOISE CASCADE OFFICE PRODUCTS E 101-41400-201 Office Supplies $420.49 313974 OFFICE SUPPLIES Total BOISE CASCADE OFFICE PRODUCTS $420.49 Unpaid BONESTROO ROSENE ANDERLIK E 429-43256-302 Engineering Fees $526.39 108415 EAST WWTP EXT E 430-43256-302 Engineering Fees _$43,431.07 108416 WEST WWTP Total BON ESTROO ROSENE ANDERLIK $43,957.46 Unpaid BRAUN INTERTEC E 428-49400-302 Engineering Fees $136.25 412743 PUMP HOUSE 3 Total BRAUN INTERTEC $136.25 Unpaid CENTERPOINT ENERGY MINNEGASCO R 250-32260 BUILDING PERMITS $30.00 REFUND PO4-163 CANCELLED G 250-21801 BUILDING PERMIT SURCHARGE _ $0.50 REFUND PO4-163 CANCELLED Total CENTERPOINT ENERGY MINNEGASCO $30.50 Unpaid CITY OF ELK RIVER E 210-42200-390 Contracted Services $60,515.00 2004146 2004 FIRE CONTRACT Total CITY OF ELK RIVER $60,515.00 Unpaid CITY OF ROGERS E 212-42200-390 Contracted Services $6,669.09 2004 FIRE CONTRACT Total CITY OF ROGERS $6,669.09 Unpaid DAMON FARBER ASSOCIATES E 203-45210-390 Contracted Services $693.75 16150 PARKS CONSTRUCTION E 203-45210-390 Contracted Services $5,251.82 16151 LILY POND BID Total DAMON FARBER ASSOCIATES $5,945.57 Unpaid ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) $58.47 167860 NOTICE OF PUBLIC HEARING E 101-41400-350 Print/Binding (GENERAL) $52.32 167860 NOTICE OF PUBLIC HEARING Total ECM PUBLISHERS INC $110.79 Unpaid FIRST STATE TIRE RECYCLING E 101-43620-390 Contracted Services $51.20 38536 CLEAN UP E 101-43620-390 Contracted Services $136.40 38537 CLEAN UP Total FIRST STATE TIRE RECYCLING $187.60 Unpaid FORTIS BENEFITS INSURANCE CO E 101-43100-130 Employer Paid Ins (GENERAL) $40.50 PW - JUNE E 250-42410-130 Employer Paid Ins (GENERAL) $40.50 BLDG -JUNE E 101-41400-130 Employer Paid Ins (GENERAL) $40.50 ADMIN - JUNE E 101-41600-130 Employer Paid Ins (GENERAL) $13.50 FINANCE - JUNE Total FORTIS BENEFITS INSURANCE CO $135.00 Unpaid HALLMAN OIL COMPANY E101-43100-202 Gas & Oil $962.12 01892 OFF ROAD DIESEL CITY OF OTSEGO 05/27/04 1:46 PM Page 1 *Check Summary Register© MAY 2004 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ADAMS INTERIORS $255.60 4 MINI BLINDS Unpaid AFFORDABLE SANITATION $353.13 HC UNITS UnPaid BOISE CASCADE OFFICE PROD $420.49 OFFICE SUPPLIES UnPaid BONESTROO ROSENE ANDERLI $43,957.46 EAST WWTP EXT UnPaid BRAUN INTERTEC $136.25 PUMP HOUSE 3 UnPaid CENTERPOINT ENERGY MINNE $30.50 REFUND PO4-163 CANCELLED UnPaid CITY OF ELK RIVER $60,515.00 2004 FIRE CONTRACT UnPaid CITY OF ROGERS $6,669.09 2004 FIRE CONTRACT UnPaid DAMON FARBER ASSOCIATES $5,945.57 PARKS CONSTRUCTION UnPaid ECM PUBLISHERS INC $110.79 NOTICE OF PUBLIC HEARING UnPaid FIRST STATE TIRE RECYCLING $187.60 CLEAN UP UnPaid FORTIS BENEFITS INSURANCE $135.00 PW - JUNE UnPaid HALLMAN OIL COMPANY $1,298.66 OFF ROAD DIESEL UnPaid HEARTHSTONE BUILDERS $1,000.00 15584 79TH ST LNDSCP REFUND UnPaid ICMA RETIREMENT TRUST $422.31 PPE 5/22 CK DATED 5/26 UnPaid MEDICA $7,181.67 ADMIN - JUNE UnPaid MID CENTRAL DOOR COMPANY $215.00 GLASS CUT INTO DOOR UnPaid PUBLIC EMPLOYEES RETIREME $1,674.03 PPE 5/22 CK DATED 5/26 UnPaid PURCHASE POWER $145.68 POSTAGE SUPPLIES UnPaid RANDY'S SANITATION $105.81 8899 NASHUA UnPaid RMR SERVICES, INC $3,054.31 WATER METERS 1nPaid TARGET STORES $24.62 DAWN SOAP Paid US HOME CORPORATION $1,550.00 REFUND PO4-195 WAC FEES unPaid WRIGHT COUNTY RECORDER $20.00 VACATION 67ST/DR HORTON UnPaid ZIEGLER INC $6.03 88 GRADER Total Checks $135,414.60 FILTER: None CITY OF OTSEGO 05/26/04 10:55 AM Page 1 *Check Detail Register© MAY 2004 10100 BANK OF ELK RIVER $293,184.16 Fund Summary 10100 BANK OF ELK RIVER 428 WEST WATER PROJ $218,858.53 601 WATER FUND $74,325.63 $293,184.16 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ENCOMM MIDWEST INC E 428-49400-500 Capital Outlay (GENERAL) $157,161.97 PAY 9 WWTP/PUMP HOUSE/WELL PUMPS 4 & Total ENCOMM MIDWEST INC $157,161.97 Unpaid TRAUT WELLS E 601-49400-500 Capital Outlay (GENERAL) $74,325.63 1 PAY WELL 6 E 428-49400-500 Capital Outlay (GENERAL) $61,696.56 PAY 8 WELL 4 & 5 Total TRAUT WELLS $136,022.19 10100 BANK OF ELK RIVER $293,184.16 Fund Summary 10100 BANK OF ELK RIVER 428 WEST WATER PROJ $218,858.53 601 WATER FUND $74,325.63 $293,184.16 CITY OF OTSEGO 05/26/04 10:54 AM Page 1 *Check Summary Register@ MAY 2004 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ENCOMM MIDWEST INC UnPaid TRAUT WELLS FILTER: None $157,161.97 WWTP/PUMP HOUSE/WELL PUMPS 4 & 5 $136,022.19 WELL 4 & 5 Total Checks $293,184.16 CLAIMS LIST CITY COUNCIL MEETING June 14, 2004 TO: Judy Hudson ITEM 5-1 Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have any questions regarding this service, please let me know. Claims Register Approved contract payments PAYROLL 6/09/04 GRAND TOTAL 05-26-2004 $ 293,184.16 05-27-2004 $ 135,515.60 06-02-2004 $ 15,162.00 06-09-2004 $ 226,053.87 $ 22,183.81 $ 692,099.44 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper CITY COUNCIL MEETING ENGINEER'S AGENDA June 14, 2004 7.1: Request for Street Light A formal request for street lights was submitted by Mr. Jared Charles of 7864 Parkington Ave to the council. The intersection for the requested light was Parkington and Park Ave. It was also noticed that Park and Park Circle intersection does not have a light. I spoke to Mr. Wayne Bauerschmitt of Wright -Hennepin last week and he stated he would be able to place a street light at those location in two to four weeks. 7.2 Consider Awarding Bid for Kurtti Watermain Improvement 7.3 Consider Awarding Bid for Liftstation #4 Improvement 7.4 Consider Awarding Bid for 2004 Street Maintenance Project Above three bid opening are on June 10th, therefore bid tabulations will be brought to council meeting on Monday evening for council consideration 7.5 Request tabling of Waterfront East Feasability Report as work on report is not complete. 7.6 Approve Plans & Specs for Quaday Ave. Improvement Plans have been sent to Wright County and State Aid for review and approval 7.7 Approve Plans & Specs for MacIver Ave. Improvement Plans have been sent to Wright County for review and approval. Albertville has also been given a set for comment. Bid Opening has been set for July 8th with Council approval at the July 12th Council meeting. 7.8 Public Hearing on easement vacation 7.9 Consider Setting Bond Sale for Quaday Ave. Improvement 7.10 Any other Engineering business \\Ha01\Shared Docs\Municipal\AOTSEGO\Agendas\2004\councilagendal0.doc CITY OF 0 TSEG 0 CONSTRUCTION PLANS FOR EXCAVATION, AGGREGATE BASE, CURB & GUTTER, BITUMINOUS SURFACING, & STORM SEWER IMPROVEMENTS QUADAY AVENUE N.E. IMPROVEMENT PROJECT 0402 SAP 217-107-04 E 1/2 OF SEC. 27 & W 1/2 OF SEC. 26, T121 N, R 23W GROSS LENGTH= 4332 FT. OR 0.82 MI. NET LENGTH= 4332 FT. OR 0.82 MI. REF. PT.=INT. OF 78TH STREET N.E. q AND C.S.A.H. 37 '� Ankerson "'Anderson Assoc.,Inc. WRIGHT COUNTY, MINNESOTA END S.A.P. 217-107-04 STA 43+32.55 ROJECT CATION BEGIN S.A.P. 217-107-04 SCALES STA 0+43.00 P AN IHiOfIEE 110RZ. SD a 50 100 STOPPING STE MTAKCE BASED d1: ROADWAY 3.5 FT. HEIGHT DF EYE 6 IN. HEIGHT OF OBJECT PROJECT STA TO STA. ADT ADT R TON SIGMA DESIGN NUMBER NUMBER CC (2004) (2014) VALUE DESIGN N-18 SPEED OF LANES PARKING LANES P 17- - 4 s 2503 11 662 4 SCALE N I'm PROFAE VERT. 5 0 5 10 S-1 N FEET CROSS SECTIONS NgEZ. to 0 1. 20 SLUE IN FELT CROSS SECT—S VERT. 5 0 5 1a —E FEET GOVERNING SPECIFICATIONS THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' SHALL GOVERN. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS. AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. I CITY OF OTSEGO PROJECT 04-02 1 SHEET INDEX THIS PLAN CONTAINS 60 SHEETS 1TITLE SHEET 2 ESTIMATED QUANTITIES 3 DRAINAGE TAB 4 CONSTRUCTION NOTES k STANDARD PLATES 5 TYPICAL SECTIONS 6-9 DETAILS 10-12 RIGHT—OF—WAY! EASEMENT AOUISITION PLAN 13-14 INPLACE TOPOGRAPHY AND REMOVALS PLANS 15-18STREET AND STORM SEWER PLAN 19 STORM SEVER PROFILES 20-23 INTERSECTION DETAIL SHEETS 24-26 SANITARY SEWER AND WATERMAIN PLAN 27-29 POND GRADING PLAN 30 TRAFFIC CONTROL PLAN 31-35 SIGNING AND STRIPING PLAN 36-50 CROSS SECTIONS I hweby certify lhol this plan, specification, or report w prepared by me or under my direct supervision and that 1 o du1Y Licensed Professional Engineer under the lows of the Slate of Minnesota RONALD J. WAGNER P.E. CITY ENGINEER WAYNE A. FINGALSON, P.E. WRIGHT COUNTY ENGINEER STATE AID APPROVALS License No. Data Date DISTRICT STATE AID ENGINEER Date REVIEW FOR COMPLIANCE WITH STATE AID RULES / POLICY STATE AID ENGINEER: Dole APPROVED FOR STATE AID FUNDING REVISION S.A.P. 217-107-04 SHEET / OF 50 SHEETS ®��®��www■w■�w■��®wwwwww ®�®w■�www■■ww■w■w■�®wwwoww �����www■�ww■w■�w■o®wwwww �����■�ww��w.w■�w■owmwwww ES71!•�.rfan��:l:>r1T.r:i�i£����������:1L��V ���� ��� wwwww■w■w■�w■�®wwwwww ®�■��ww��w■w■w■�®wwwoww ����0�ww�w■w■w■w■�oowwwww waw®r��■�ww��w■w■��owmwwww ®���ww���w■�w■owwwmww �w��®0���w�w■�w■�w■oowwwww waw��®�www■�w■w■w■w■®wwwoww �w��®ww�ww����w■�®®wwwww waww���®®www■������owwwwww �®�®�www■w■�w■�w■®wwwwwo ®�0�www■�w■��®owwwwww ����®�www■�■w■�w■�®owwwww w����w�®�w■�w■w■�©wwwwww ��ww��www■��w■w■��ww�www �w®�®�www■w�w■w■w\w■®wwwwOw ���®�www■���w■w■owwwwmw ������ww®w■�■���o0wwwww ■�®�0�www■®w■w■w■�omwwwww �■�a��w�ww�w■�®��owwww®w ������w■�����■oww®www ���w���ww®w■w■w■��o®wwwww ����®�www■w■��w■w■®owwwww ■������w�wwww■wsw•w■w■w■owwwwww ����0�www.���w■�omwwwww ���®�www■��w■w■w■®®wwwww ������®w■�w■�w■w■©mwwwww �����www■w■w■�w■�®wwwwww ®w��w0��ww®w■�w■w■�owwwwww �����www■w■w■w■�w■o®wwwww �����ww�w��w�w■w�O®wwwww ���®Sww�w��w■w■w■oOwwwww �wa■���w�ww�w■�w�w■�oowwwww ����®�wiww■w■w■w■w■w■owwwwww ���®�ww����w■�®®wwwww ®�®�www■w■�w■��owwwwww ��wv��®®ww��w■w■�w■owwwwww waw�aw•®®ww��w■�w■w■owwwwww �®0®®ww��w■���owwwwww ��0®®wwww■w■����w■owwwwww �■�■w•®®ww�w■w■���owwwwww '��0®®www■w■w■w■�w■owwwwww ��0®�www■w■�w■w■w■owwwwww GATE REVISION I Mnby c.1M In'..b., ®OR .pw'Akawn '°0. q'wi° ° .«„ E,4— , ..•nota' ""' , , Hakanson Anderson Assoc., C1+11 Engi... nna Eona S.—y— 3601 lh— Ave.. M .. Minn. 55]0] ]63-e2]-5860 FM ]63-42]-0520 Inc. IMPROVEMENT PROJECT 04-02 . S.A.P.17-107-04 DRAINAGE TABULATIONS OUADAY AVENUE N.E. CITY DE OTSEGO. MINNESOTA '3 3 50 S.1- "�` RM 5/17/04 , �! 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BEDDING AND BACKFILL SHALL CONSIST OF UNIFORM SUITABLE GRADING MATERIAL MATCHING ADJACENT SOILS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. WHENEVER THE WORD "INCIDENTAL" IS USED IN THIS PLAN, IT SHALL MEAN THIS WORK WILL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE. GRADING GRADE IS DEFINED AS THE BOTTOM OF THE PAVEMENT SECTION, I.E.. THE BOTTOM OF THE CLASS 5 AGGREGATE BASE. TOPSOIL SHALL BE DEFINED AS MATERIAL MEETING Mn/DOT SPECIFICATION 3877, NATURAL TOPSOIL. INPLACE SLOPE DRESSING, OR NATURAL TOPSOIL THAT HAS BEEN BURIED. SWAMP SOILS WITH ORGANIC CONTENTS EXCEEDING 20 PERCENT SHALL BE CONSIDERED UNSUITABLE SOILS. UNSUITABLE MATERIALS SHALL BE DEFINED AS MATERIAL NOT MEETING Mn/DOT SPECIFICATION 3149.281. UNSUITABLE MATERIAL MAY NOT BE PLACED WITHIN A 1V:1.5H SLOPE DOWNWARD AND OUTWARD FROM THE GRADING SHOULDER PI OR ABOVE THE ELEVATION OF THE BOTTOM OF THE SELECT GRANULAR MATERIAL. ALL EARTH MATERIALS NOT DESIGNATED FOR SALVAGE, AND ALL DEBRIS, SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE RIGHT—OF—WAY. USE A SHRINKAGE FACTOR OF 125% FOR MATERIAL SALVAGED FROM THE INPLACE ROAD CORE, 125% FOR OTHER GRADING MATERIALS EXCAVATED FROM THE PROJECT, AND 125% FOR BORROW MATERIALS. WHERE CONNECTING TO INPLACE ROADWAYS AT THE TERMINI OF PROPOSED NEW CONSTRUCTION. CUT VERTICALLY TO THE BOTTOM OF THE INPLACE SURFACING OR TO THE BOTTOM OF THE NEW SURFACING DESIGN, WHICHEVER IS DEEPER: THEN AT A IV -.20H TAPER TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION. DISPOSITION OF EXCAVATED MATERIAL SHALL BE IN ACCORDANCE WITH SPECIFICATION 2105.30. SUITABLE GRADING MATERIAL ON THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILTS, DEBRIS, ORGANIC MATERIAL, AND OTHER UNSTABLE MATERIAL. THE MATERIAL SHALL HAVE A CLASSIFICATION OF SP, SM, OR SP—SM, (USCS CLASSIFICATIONS). STRIP ALL INPLACE TOPSOIL AND SLOPE DRESSING IN AREAS TO BE DISTURBED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. IN AREAS OF STREET, SHOULDER, AND INTERSECTION CONSTRUCTION, THE EXPOSED SAND SHALL BE SURFACE COMPACTED TO 100% OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY, ASTM D698, IN AT LEAST THE UPPER 3 FT. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRADE SHALL BE CONSTRUCTED OF SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLACED IN 8" TO 10' LOOSE LIFTS, AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY TO 3' BELOW GRADING GRADE, AND TO 100% THE REMAINING 3'. IN ANY PAVEMENT WIDENING THE CONTRACTOR SHALL STRIVE TO SUBSTANTIALLY MATCH BACKFILL MATERIAL WITH IN PLACE SOILS TO FORESTALL ABRUPT FROST DIFFERENTIAL. GRANULAR FILL SHALL NOT BE PLACED BESIDE NON GRANULAR SOILS AND VICE VERSA. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED IN ACCORDANCE WITH Mn/DOT SPEC. 2104.3. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.05 gol/sy BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS. THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58-28. SPEC. 3151 SHALL BE USED FOR ALL BITUMINOUS MIXES ON THIS PROJECT. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF Mn/DOT SPECIFICATIONS 2360, "PLANT MIXED ASPHALT PAVEMENT", AND SPECIFICATION 3139, "GRADED AGGREGATE FOR BITUMINOUS MIXTURES", CONTAINED IN THE SPECIAL PROVISIONS AND THE 2000 EDITION OF Mn/DOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. COMPACTION OF ALL BITUMINOUS MIXTURES SHALL BE BY THE MAXIMUM DENSITY METHOD. ALL ASPHALT SHALL BE SUPPLIED FROM A CERTIFIED PLANT. UTILITY COMPANIES WILL RELOCATE THEIR FACILITIES CONCURRENTLY WITH THE CONSTRUCTION OPERATIONS UNDER THIS CONTRACT. CONTRACTOR SHALL SCHEDULE CONSTRUCTION IN COOPERATION WITH UTILITY RELOCATION. PLACE 4" MIN. TOPSOIL, FERTILIZER, AND SEED OR SOD ON ALL DISTURBED AREAS. USE SEED MIX 60B AS DIRECTED BY THE ENGINEER. APPLY AT A RATE OF 150 POUNDS PER ACRE, AND FERTILIZE WITH 500 POUNDS PER ACRE 10-10-10. ON ALL SEEDED AREAS, APPLY HYDRAULIC SOIL STABILIZER TYPE 6 AT A RATE OF 1.25. TONS PER ACRE. DATE I REVISION pM•ap ..na, Ina — a•a•. .mac s¢ET RJE HakaWd E. Anderson Assoc., Inc. CONSTRUCTION NOTES AND 4 wr. cn E•n An .na Lone s..rsoc. IMPROVEMENT PROJECT 04-02 STANDARD PLATES RAA 4/14/04 3601 71xXalon An.. AnMo, Mnnnae 55303 S.A.P. 217-107-04 .ONuO J. *-1. V.E �•- "n' 763-427-5850 FAX 763-427-0520 CITY OF OTSEGO. MINNESOTA SD •.\w_ \wa w•K,•-am•\o•ro-a.\aw\o•r.-sTa•n..rts.a.a DaN a/Xa/04 Z.-OL—RJE OT340 w.lgkona-uriMnm S,•t[i. STANDARD PLATES THESE STANDARD PLATES AS APPROVED BY FMA SHALL APPLY PLATE NO. DESCRIPTION 3000L REIFORCED CONCRETE PIPE 3DOSG GASKET JOINT FOR R.C. PIPE 3007C _ SHEAR REMFORCEMEN7 FOR PRECAST DRAINAGE STRUCTURES 31ODG CONCRETE APRON FOR .. _. _... REINFORCED CONCRETE PIPE _ 31330 RIP RAP RCP OUTLETS 7115E _AT CONCRETE PIPE TES 4010H CONCRETE SHORT CONE AND ADJUSTING RING (SECTION& CONCRETE) 4011E PRECAST CONCRETE BASE 40201 MANHOLE OR CATCH BASIN COVER .._._FOR USE WTH OR VWTHOUT TRAFFIC LOADS ._. 4022A 3 FT X2 FT OPENING MANHOLE OR CATCH BASIN COVER 4024A 4C DIA. PRECAST SHALLOW DEPTH CATCH BASIN 4026A CONCRETE ENCASED CONCRETE ADJUSTING RINGS _ ADJUSTING RINGS FOR CATCH BASINS AND MANHOLES 4143E STOOL GRATE AND CONCRETE FRAME (MEOWN DRAINS) 41600 CURB BOX CASTING FOR CATCH BASIN 71006 CONCRETE CURB AND GUTTER DESIGN B AND DESIGN V TIM INSTALLATION OF CATCH BASIN CASTINGS 60001 STANDARD BARRICADES 60026 PERMANENT BARRICADE 9102D TURF ESTABLISHMENT AREAS _...... (AT PIPE CULVERT ENDS) ... _. __.... DATE I REVISION pM•ap ..na, Ina — a•a•. .mac s¢ET RJE HakaWd E. Anderson Assoc., Inc. CONSTRUCTION NOTES AND 4 wr. cn E•n An .na Lone s..rsoc. IMPROVEMENT PROJECT 04-02 STANDARD PLATES RAA 4/14/04 3601 71xXalon An.. AnMo, Mnnnae 55303 S.A.P. 217-107-04 .ONuO J. *-1. V.E �•- "n' 763-427-5850 FAX 763-427-0520 CITY OF OTSEGO. MINNESOTA SD •.\w_ \wa w•K,•-am•\o•ro-a.\aw\o•r.-sTa•n..rts.a.a DaN a/Xa/04 Z.-OL—RJE OT340 w.lgkona-uriMnm S,•t[i. B' FROM QUAKER TO 78TH STREET 4' FROM C.S.A.H. 37 TO OUAKER 40' 40. - 50. 2' 2'y 46' B-B 0.5' 0.5' 3 23' ft 23' Z a 0.5' 1D.5 12' 12' 10.5' 0.5' rc 0 y 2% MIN. � SLOPE it 2.OX 2 1/2' BITUMINOUS WEAR 8618 CONCRETE 2' BITUMINOUS WEAR 2350 TYPE LV4 4' CLASS 5 CURB @ GUTTER PLACED ON APPROVED SUBCRADE 3" BITUMINOUS NON-WEAR 2350 TYPE LV 6' CLASS 5 FROM 0.00 TO 23.00 AND 2..00 TO 43.60 12" CLASS 5 FROM 23.00 70 29.00 QUADAY AVENUE N.E. NO SCALE R/W 12' 6' 2' [NST. THRU LAI[ R T TURN LANE/BVASS LANE/ ACCELERATION LANE 0.02 0.0_ 2 _ I•y� EXRT. WlOUNO 44— ORA0ING GiAOE MA1CH Ex1STMG C.SAH. 37 SEC1 C.S.A.H. 37 TURN LANE/BYPASS LANE NO SCALE NOTES: (HTE REVISION I e. a...xw.w.. s— -_. 6— w= " I Hakanson Anderson Assoc., Inc.RJE CWH Engi... 1.. ,1 Lana s.n,.Yo.: 3681 1nunlan As., AnoLo. uime.olo sss03 763-427-5860 FAX 763-427-0520 IMPROVEMENT PROJECT 04-02 S.A.P. 217-107-04 TYPICAL SECTIONS OUADAY AVENUE N.E. AND C.S.A.H. 37 Cltt OF OTSEGO. MINNESOTA s((* OF 50 vlL(Ts MSR WL: yA 4 14 w omBB n[w. RJE 07340 rr.naFanson—onO.rxon.com rM PW w[Gxfi lOEx YCROI rlrrlY ]I• IKW r w.sKi w�i n uri"ooes lmra �cua« STANDARD STORM MANHOLE MINIMUM COVER FLOW LINE - TO TOP OF PIPE e 2 FEET A `A` J TOP %ME r�r Ma :oust° r�wc wia «orts xv anm, sxo- u ca«ortrt �.a.u5°NA.si•io wrsr.ucuax «oos srx n•«ow w•rt rM mwr uox. cat scow, rcr.xs o< oKui rcxi r .. a�ra"'rs r°�it n �r.ewc nri sa . e"'rt"a rmr rarirteri� r • ��`F�� r wrm cut use r� � l icK«•rt wtcsr w cra orrtcnaaoi 27' PRECAST CATCH BASIN YARD INLET 10 11-1 NOTE: t, ca«rnTrt •DAI511«D RWDS W. 2-2' KINDS r Rw1.s 2. cc«mE¢ usE sH•u r PDUKEo w nxtt oR s' PKEc•sr AN. 2* x 3' CATCH BASIN w stns 1--2" WASHED ROCK ROCK CONSTRUCTION ENTRANCE wD sr E rA m� me � wx� `A miC]rde o.l tr mm_ 1 O PcxunKw Ilul' MAILBOX SUPPORT xrtr, ww «n«tomn I rt tt Po:, °°n.x rM• . - awe. w.xtxw�w,. a1Woo L�a RJE HakaM1 En Anderson Assoc., Inc. DETAILSCivil Engineers rtna Eona s«n,°Yorx IMPROVEMENT PROJECT 04-02 • 1K 0. 3601 mart°° Aw.. w . Yw , 553D3 S.A.P. 217-107-04 OUADAY AVENUE N.E.J. w•cHER, P.[ 0®R SMO. 76J -K27-5860 fAX ]63-•2]-0520 jso Z_ RJE OTSxO ••.no•onxon-oneuww.com Citt OF OTSEGO, uINNESO7A MANHOLE COYER SMALL BE TME II MIM 2r ECCENTRIC OPENING NEEN)JI R-17}} CASTING NS GROUT INSIDE AND 0U1190E OF O CASTWG ADANSINGS CONCRETE AD STING RINGS I .w 2 g MANHOLE TO BE CONSTRUCTED In OF PRECAST CONOIETE SECTIONS i MN. CUSS II RENIFOICEMENT PRECAST LW CAST N PLACE LOMER SECTION POURED OR PRECAST CONCRETE MANHOLE BASE 1O BAY 6' - 12 It DEEP SLAB—T MANHOLE e• - 12 N TD 20 11 DEEP 10" - OVER 20 It DEEP xP r.ME w IM I.— pow ntl Wtl(T IIP[ ROW I SISAL tYCTIDx A I) AIMOwi 1Tr aii'wrts Mss tllw n. -II mN xmxON.ssnsE. NA sIAI it usii i[ss�ilMwl`T. n. rcna' STORM SEWER STANDARD MANHOLE N SCM R• m 1 KIN1 OIAIPRm SEC. B -B � o I )IW.)Il�r Am A L LlIB r P.` A. r KrzIn Q SEC A A m rnI p [pI.L W N'. 18 xG m � .s"`.YtMi r.a c .. irxa'�rl lwlw wo Elrtlo vuR ms cuAlt m Iuwmis M rcI IxmT svwOxlO Nett RIP—RAP ATR.C.P. OUTLET NOL -wrtanL wxA Ke[Emow n[v+twx snMy N At OR MOA to uM x -AMI sTMN [Axt nEVArxM n¢ wAW SKIMMER STRUCTURE w I—rox"i'� .r MDY[ raaurlo nniY 11AALAmN-S)w� +tt fail IIu.Wt YC1Y6 ' M [T 41On[Fa. Ei6Tr Y+ SIRUCWIrt M Out1Ei PPE U— W NAZI [Mtn �nr.. �w 12�YK 1 Itt V �Ils R� I I ur. rmt ]BI6 nax SLOPES SHALL BE NO STEEPER _ IMA1 rr[ THAN THOSE SMOMH. Nrz 2w MUT TYPICAL TREATMENT BASIN O—MIN x0:<HE STRAW(HAY BALE BARRIER PLACEMENT SILT FENCF SKIMMER STRUCTURE NO SCALE No YAL (PREFERRED) GATE REVISION Iw.YY —Y 11x1 IM een .e.rl"sacra, ®O A sHEEf RJ 110 Hakanson Anderson Assoc., Inc. DETAILS 7 L'c.n'rI Neln)oM Enp:x.r ulJ.r IM wR MR Cwil Eng;-ra rand L,ne SI,r.-.y— IMPROVEMENT PROJECT 04-02 lo.. a ln. sw1. a wIn.W1e. of CKP 1 28 a 3601 TDN.7- W MWM, 3-427- 55]05 OUADAY AVENUE N.E. LI®► nEW. S.A.P. 217-107-04 IIOrMID J. wAGNER, P.E 76}-427-5860 FAI ]61-12]-0520 S� +:..r...eW.r.r�n-wol�orvo-Iry..Yo1Mo-rct..) Oa. 1/ze/w LK,,p, -x60'12_ RJE 07}IO vv.nohonson-anAerson.com CITY OE OTSEGO. MINNESOTA 5nEE15 a0 �A.NT m.,a eaa �r �w "'ani a L " ] IT Nosc oR.KcmN i.¢rirt1gMn =r 'r 9 [ ,R• w[e carxceoe n resrn[rt m,rte o; I.nswr[o m �,AN. uasnsem so. •, _ r r[rz[r` p nr u `:`.i - f � r-'• na."': rte[ o/: Norts: ,. rr Nt.mN on _ r""4ECTION 'B' A SECTION 'A' ({ e14"� s im'io aAv[ rA ] O e w rwe[a /�� iE • J/e• o-lrRe,lnis Iuw xaa µ � aua,[0 m `� p r •[aaLT� nAwrr[ ` .we M°tci..°rp'�e .w O aneuK: seNzr ' :.. VF aao 9 carocrz _ F . eArz P.. •. 6 h w. SIeE,r. P. eorrol O ,a R HYDRANT & VALVE INSTALLATION NO SCALE Y SECTIISN 'AA' PACER TRAFFIC FLANGE HYDRANT croarn nw [turzo (OR APPROVED EQUAL) n FL i n +au °u°[ uawrsslo 10Asr�in� ' rwv4n `y v[•[ ew A—Al wKw< est Aa[els• mrtwsac~�"`� [ saw ,nnasrtrt xaas , as wxs w aiY ] SnU CaIxA[rt 60A5 etx a ei]5 pp wit ,J' a aa4 uaas TYPICAL BUTTERFLY VA & i rt BOX INSTALLATION _12" & OVER WATERMAINTYPICAL RESILIENT WEDGE NO SCALE VALVE & BOX INSTALLATION 10" & UNDER WATERMAIN NO SCALE DATE REVISION I P y -Y Ilwl IM am. epeoliaiw,. Km l S"EE ) wwe a m�>•r mr I r DETAILS B WE Hakanson Anderson Assoc. Inc. LcenleN nil„: vn°�� a.a.. o,e rw nac Cirvil Engineers one Lana sarv.To.s IMPROVEMENT PROJECT 04-02 a.e a u. sml. as .ao. CKP 1/28/04 3671 -427- Ave.. FAX 7 3-427- 55373 QUADAY AVENUE N.E. 50 aao •. n[to. ]KS-42]-SK60 EAz ]63-42]-0527 S.A.P. 217-107-04 +w.-ev."r.".,.-wa•wrvo-e.JA.e�or]w-aces Kms V2SIIN ] " .,e'No�1s55] RJE OT34D.".Iwsanson-anderson.com 51IEETs CITU OF OTSECO, MINNESOTA OT34o M�NMrW P M WWM tPQ M�59YDNG31 _ �� D.q[T !K POAAA Y[Ou.i['Y 5413 P IILN![ 31IIA IYPKAI MAA TOIT 3[NS II[laN 1MU TaSIGI NNs101[ REEVE NOTES: MANN0.E NOTES - aK.ww PRECAST MECHANICAL JOINT R MANH Im �r S°!rb iroy�OPE eY .lW33 uslStr nd.11n[I1°nYC ' SECTION A-A� X•""`oi se NW NX..S. at la '0a iK'"a •'°w"R."`. ,°Nrs .oMs atm To. aIWM OPICA[A IIpiMW LYIYrt .I.IalO1R A IIO [ MO! WM Sa[S eq WNIL YM YPXOAO .gnX3 • iM q .PMOIfO sAPs PIX q/p01 P4R Mp..tW J Tdi N51 K III K ID.W"r3 wPI oJIIAR � . ® RD�X IZI MIEr1W 1111[T C e.Y Is Wrzq.L YII AYY Y Pfn K 9aYN JIO'.t art °! WM !Y!W I. rT. SANITARY SEWER STANDARD MANHOLE UuqpUV�giamiul�ir GSTWc USING 1 • . Ore aT uta aK. cKVns 6EK 1�5 IPE GtiR1ER PIPC rr � SFAL aNDLL � 3.35. o SAND BLOW iSl R ltflllls� S xR CIIW NO WYRA C..in ip• • N b le.e nsW Dips, ns m0leriol, .ilh a n01 ywkl 1 ,lh 35.000 PSIC (_.. por•.Xu.r. inch °,.g,).In, she. a Is solci6. SECTION AA r g. �� Y Cosing Pip. Wali Thickness (in.) OXl.ie. lliomal~ Ungar Npnv.y 12' l0 21• 0.250 0.2" to.x9o1 <WT JO' 36 l0 42• 0.500 A pPJWsIDx nlT j.. • "EawcRX.1. q ap`°a3M ar pSTYa a m L \ SAND BLOW FILL � — -' `. R4A� fRX aalacw• Is Glp ln911 XD A�5 WSPEOREO 0", 7 w• TYPICAL CROSS GUTTER I le TJPIa I I _JJ CURB TRANSITION AT CATCH BASIN WOOER PWE VMiEs I• Mn. Nn NOT TO SCALE Nalde Diameter 11 CX ;n, Min 2• great! Mm 0.1.1.. D11-11 PI C..rk, PIPE JACKING DETAIL ND SULE MTF I REVISION 1 Ms6y c.rlily IMI Ila. DNw, yscilkWon. ~'•D° •° ~•°~""""~•" ^� w« hN l.m 1py P.ae.iaral Ela..~ 1.a. Ih. b.. a ills— R3E Hakanson Anderson Assoc., Inc. Ci.n Engin.an one Lona s.rveyo.3 IMPROVEMENT PROJECT 04-02 DETAILS 6XEET 9 r W 3e[: IM SIWa a N+rrwlP' CRP I/28/G4 Mil 3601 T —In Aw.. Malo. Mrilafdo 55303 763-421-5860 FAS 763-427-0520 ..h Ikon .nd.r.on.com S.A.P. 217-107-04 UUADAY AVENUE N.E. CITY OF OTSEGO. MINNESOTA 50 sNEETs I. X\wad.Bid -.yWawsKn-rDw\orrw-aa\e.s\sraw-lT.p ANls , e J. -In. P.E No. 3" �R � W' RUE OT340 EMMERICH QUADAY AVE. N.E. DEVELOPMENT MGNT a wA - >• j//Vii' EMMERICHaQ---�_ DEVELOPMENT ` i i /y / syr • `r, \\ _ � .� �— .— ,R,a_. — � � — �-�� \ J� RIGHT Oi' WAY LEGEND = DENOTES NEW RIGHT OF WAY TAKING DENOTES TEMPORARY EASEMENT DENOTES NEW DRAINAGE AND UTILITY PERMANENT EASEMENT RJE Hakanson Anderson Assoc., Inc. RIGHT WAY AND l.a 610 �anw wa..a4w ie:.r Ma'..'win. ..R 6,R cEnglna,>a ,na Lona S.—y— PROJECT D4-02 EASEMENT ACQUISITION PLAN ]0 M. of ,M 61R,R q Wrvrwla. GKR W 3601 7h ,al Are., Mob, W—t, 55703 QUADAY AVENUE N.E. AOINW J. —ER. Pc. S.A.P. 217-107-04 RmBR R[M. 76]-12]-5660 fA% ]63-127-OSIO SD ..\� •r•ays•. r.I.n•->ouw,J.o-s+b.,�o.Jw-Ro..M pR.. I/30/o. ,R_ ,y_ 21DW_ RJE OT340 r..lw4onwn-anderson.com Cltt OF OTSECO, MINNESOTA SnEctS LENGTH OF TEMPERARY NEW HIGHWAY RIGHT -0F PARCEL I.D. NUMBER EASMTENT WIDTH OF SLOPE/ DRAINAGE LENGTH OF ROW WIDTH WIDTH PARCEL (PIN) OWNER EASMENT IN CONSTRUCTION EASENT NEW STATION FEET EASMENT (ACRES) STATION R.O.W. FROM T TO (ACRES) FROM TO FEET P-9 118-500-2743-00 North Pines Aggregate Inc. +75 20 0.126 9.243 0+50 16+50 80 8+76 9+25 Y0 P-10 118.500-2741-02 James d Joyce Johnson 16+50 18+00 1 15 0.052 - 16+50 19+15 1 VARIES 18+00 19=50 10 0.034 P-11 118-500-2741-03 Gild Billie Dadcenwald Gilbert 28+00 28+50 10 0.016 30+00 30+13 15 P-12 118-500-27.14.00 D d Y Family Ltd. 30+13 32+25 15 1 0.073 P-13 118-500-2742-02 Gillbed d Bille Darkenwald - - 0 P-14 I 118.500-27.42-03 D d Y Family Ltd. 39+25 1 42+50 20 0.149 P-15 118-500-26-32-01 VFW 17+50 19+25 10 0.049 19+25 30+13 17 19+25 19+50 15 P-16 118-500-26-22-01 D d Y Family Ltd. 30+75 32+50 to 0.269 30+13 43+33 17 38+50 42+50 25 RJE Hakanson Anderson Assoc., Inc. RIGHT WAY AND l.a 610 �anw wa..a4w ie:.r Ma'..'win. ..R 6,R cEnglna,>a ,na Lona S.—y— PROJECT D4-02 EASEMENT ACQUISITION PLAN ]0 M. of ,M 61R,R q Wrvrwla. GKR W 3601 7h ,al Are., Mob, W—t, 55703 QUADAY AVENUE N.E. AOINW J. —ER. Pc. S.A.P. 217-107-04 RmBR R[M. 76]-12]-5660 fA% ]63-127-OSIO SD ..\� •r•ays•. r.I.n•->ouw,J.o-s+b.,�o.Jw-Ro..M pR.. I/30/o. ,R_ ,y_ 21DW_ RJE OT340 r..lw4onwn-anderson.com Cltt OF OTSECO, MINNESOTA SnEctS QUADAY AVE. N.E. JAMES & JOYCE JOHNSON P-10 GILBERT & BILLIE DARKENWALD P-11 :\!\ X41 ;.y,� >•> ;:,s..•• .,vu��v��vam�� ��o�ti ��u �����o uv�w���� ����vv LLC- looSCALC w EECI LEGEND DENOTES NEW RIGHT OF WAY TAKING DENOTES TEMPORARY EASEMENT DENOTES NEW DRAINAGE AND UTILITY PERMANENT EASEMENT UAiC XLVgiUX i M.r� crnny �n"t inn An, rpcAKalron, E>OX p. SX[El Hakason Anderson Inc. RIGHT OF WAY AND LkrmN v"°".a: bna wnry . �,., I u.Ae are cn En ors aa one Assoc.,Ass IMPROVEMENT PROJECT 04-02 EASEMENT AQUISITION PLAN a.. W IM fiblr b wle. OKP I 3p oa Jeal Th"'Iw A�.A w. wwmwlo 55303 QUADAY AVENUE N.E. a pmX A. ro ]63-427-5660 FAX 763-427-0520 S.A.P. 217— 107-04 50 •km �vWr voYeu-XwWvsw-u.4•v\msw-n+ Oely I)36� JwAGNEA, Y.E. RJE rw OT34p ww.hakanson—anesr,on.00m CITY OF OT5EG0, MINNESOTA SIIEETi QUADAY AVE. N.E. � z GILBERT & I w BILLIE I U) FAMILY LTD. DARKENWALD FAMILY LTD. FAMI Y LTD. P-12 P-13 P-12 P-14 I � � I +_-4-°° 4 4 \ \\ \ (C� r _ = D & Y FAMILY LTD. P-16 -z 'p- 0 so 00 LEGEND s E w cn =DENOTES NEW RIGHT OF WAY TAKING DENOTES TEMPORARY EASEMENT -. DENOTES NEW DRAINAGE AND UTRJTY PERMANENT EASEMENT DATE REVISION I —w-4 tool 1M M ar.oNialin "••°'°„�••°,i0,a”; ate^• Enyn.w 1806 p: R Hakanson Anderson Assoc., Inc. c.0 Englne.r. one Lane s�...20.. 3601 II—M n A«.. An.NO. MS -. 55705 765-427-5860 FAN 767-427-0520 Ml ...NOM°naon-pneera—om IMPROVEMENT PROJECT 04-02 S.A.P. 217-107-04 RIGHT C WAY AND EASEMENT ACQUISITION PLAN OUADAY AVENUE N.E. CITY OF OTSEGO. MINNESOTA SnEEl 12 or 50 SMEEi6 E..«.aw°P.a«.ar ww 1« a.•,a u. 61•b a M«rww' —C -1 CNP 170 W .li«.vgWi..•.r.•-aooaWraw-uWwra.o-.o.. poNKO J. w ICR. P.E 0•l. 1/Jo/a 4r. 1a..3 L amp RE A. RJE 0T340 \ /' '.\ '•\ so 0 6o too \ � • • / /' � \ \ SULC N 7fFl \ \ / / CLEAR AND GRUB 0.22 ACRES \ y \ I REMOVE RIPRAP • . ` \ y 9 IREMOVE \ \\ M.RCP APRON REMOVE 105LF 15" PVC REMOVE PUG L REMOVE RIPRAP \ \ REMOVE 4 •� BARRICADE SIGNS FOUR EXISTING MAILBOXES TO BE TEMPORARILY RELOCATED TO THE INTERSECTION OF —FH� SALVAGE AND REINSTALL 48MF ELECTRIC FENCE DUADAY AVENUE NE AND 78TH STREET N.E. EXACT LOCATION TO BE DETERMINED N THE FIELD (INCIDENTAL) °\ REMOVE 380 SY EX. BITUMINOUS REMOVE 36 Sy EX BITUMINOUS \�••� \ \`\��a \ •� '\ REMOVE 13LF CONCRETE CURB )) \ I REMOVE 45LF 15' RCP I 1 —� 41 \ TmN REMOVE 50 `� q, I IYRCP 4 RELOCATEZ REMOVE BIlUMNOUS REMOVE 4OLF REMOVE 27LF REMOVEIE HYDRAN7/VALVE SPILLWAY CONCRETE CURB CONCURB 4 SALVAAN / GE D REINSTALL REMOVE 5OLF REMOVE 140 SY GATE VALVE MARKER 15' RW REMOVE AT NEAREST CURB AND CUTTER JOINT, CONCRETELURB SAWCVT 42 LF AND MILL EXISTING 2* LEGEND REMOVE 45Lf A 15' RCP RELOCATE REMOVE HYDRANT/VALVE PLUG TO NEAREST JOINT X 2• BITUMINOUS SPILLWAY ,i . DENOTES EXISTING BITUMINOUS REMOVALS SALVAGE AND REINSTALL DENOTES EXISTING CONCRETE REMOVALS STOP / STREET SIGN DATE REVISION i Mn6y array tM RN plon. ro«Riawn, ,b an' �tw .w°.°iM a.• a tti sta. a w•. —v RJE Hakanson Anderson Assoc., Inc. n En9inAn Anderson Lone swrsoc. IMPROVEMENT PROJECT 04-02 REMOVALS PLAN AVENUE Swfr 13 of LA. ora: CKP 4/13/04 Al 360t 7Mxslon Aw., At•E•, u;M.wm 55303 763-427-5660 FAX 763-427-0520 S.A.P. 217-107-04 OUADAY N.E. 50 II6Da rt[ s0. RJE OT340 nWfD a. tvsLNEA, o.E .\..a_ Awa wel.m.-7owWtNo-sn�a.a\otwa-rcw.... pa4 t/XI/W Eg, ,y, -2§2u— .w.hokanson-onMrson.com CITY OF OTSEGO. MINNESOTA .HEIS \ SALVAGE AND REINSTALL 375Lf OF CHAIN LINK FENCE I REMOVE 3OLF U /I 15. 5 PVC a REMOVE TREE o 4 / +oo0 Nx+s a ,f-� co 4'l,-lj REMOVE TREE P� u I REMOVE 1R RCP APRON u REMOVE OONCRETE CURB TO NEAREST JOINT _ RELOCATE =19RANT/VALVE ��.-—_' REMOVE is, PVC PVC RELOCATE HYDRANT/VALVE SALVAGE AND RELOCATE GATE AT NEAREST CURB AND GUTTER REMOVE 146LF JOINT, SAWCUT IB13 LF AND MILL 1• % 2 E%ISTINC BITDMINOU$ CONCRETE CURB FOUR TO BE TEMPORARILY RELOCATED TO THE INTERSECTION OE RELOCATED THE IAND I I I 44 N 78TH OUADAY AVENUE NE AND 78TH STREET N.E. EXACT LOCATION TO BE DETERMINED IN THE FIELD (INCIDENTAL) I i I I I / `ryy C SEPIiC V y .'=L I I I I %10AND WILL 2_' 2' EXISTING BITUMINOUS at)1.J �~ GO .E L) I I I ali. REMOVE 210 SY EX. BITUMINOUS I I I —PIP OIIR �. ------------------- C.SA.H. 37. SAWCU610 Li NO MILL 2_' A % 2 EXISTING BITUMINOUS I LEGEND DENOTES EXISTING BITUMINOUS REMOVALS +i'�•'i,�.'.'r{;:' DENOTES EXISTING CONCRETE REMOVALS 50 0 w Im 1T —L r 1 I� rtn DATE REVISION I MrNy •«sa7 Inez nn �. ycxKo roe. u..m.a P�•••a"•�"°M^•p^1 RIDBf RK Hakanson Anderson Assoc., Inc. c�.il Engineers one Lana s,,...X�.• 3601 iMmsbn Ave., AnokP. Nn—I. 553W 763-427-5860 FAX 763-427-0510 lit IMPROVEMENT PROJECT 04-02 S.A.P. 217-107-04 REMOVALS PLAN OUADAY AVENUE N.E. SIIEEI 14 a 50 • RONND s.. we CRP 4 I1 W OOt d +_W4_w•W+�•�wANWEYFMWVMJN-d.rs ___ /. sMONER, P.E OON f/30/Us Li. Ko. INN— R,� OTSIO ww.6okonzon-mEwWn.cOm CRY OF OTSEGO, MINNESOTA SI1EE15 50 0 50 I00 SUCC M RC1 \� SEE SHEET 20 FOR INTERSECTION \ VV 885 880 875 QUADAY AVE. N.E. �A — 3o, POND 2 (PROPOSED) / • / ' 500 a ��! =' _ \ \ / // / NB OYR EVENT -869.75\\\ \ t00YR EVENT -871.01 \\\ / � • �' •� i ,a1f3aS�• a. — ` _ � _ _ � — _1\ �� � \ � � � -^ � 11 ,�SY RIPRJ�°� �\\\`\\ 010 500 _— 12 / . • / h / / 8.3CY RIPRAP i g _ �. \ \ a4 � \ / 9� � � �\._ 007 • __ � • � . sa„°"ax+� � \ \ J\ \\� �. 404 / // // / POND 1 (PROPOSED) NWL-865.65 ` ` C� r(/' �� • , \. \ w �// I OYR EVENT -869.75 \ Ara '`�' a•' / / I// // tOOYR EVENT -871.01 _ l\ Nq 0/ WIDE BITUMINOUS BIKE -TR -AE= J - —" — �,\ \ \�\ 'izy� �� �c�i' =_`C - \ '� \ m •!,\ ' �.. 13 r; • '/ //� % RIPR� / /�� S wF/(ANO II `� =� i / i / ...Nam 015 _ , \ •� u03 c9 is I 16 \ • \ •;\ P' , t-- .--_ �^t ✓gier— —_ / _ _ �, - SUPERELEVATION CURVE 1 a>2 `� _ — �fA1 _ �. `- _ _ TANGENT RUNOUT .96.0' 10 BIKE TRAIL 3,• \ - ___ STA -0+78.00 / II SVPERE VATT = 96.0* • -- BEGIN CURB AND CUTTER LEFTAVD RICHT 7 ^i — NOTE: SEE SHEET 19 FOR PROPOSED STORM SEWER PROFRES 1 STATION ROPE - • STA -0+15 2+25.01 -2.00X NC TANGENT) _.BECIN STREET CONSTRUCTION 4+17.01 2.o0X (FULL SUPER) ...._ ..._... . _.._. _'. ..... ..... ... _...._ _.... - .....-.... ... .... _ ..... _ .... ..... ....... _...... ..... Bi 75.18 ZOOM (INCL SUPER) ......... . ....... .... 10+67.16 -2.00; INC TANGENT R R E C aavc xo ppNiEuv.nsu • , .. ...... - .... ........................... EOR.PpNT [IEV -.6a •2 ... ... )acN p T STA.) 00.. ... .. ... ... ... POINTS . .43 NO' K. .. 3 72.59 6 PMPm BstT W4.43 R i H STA 079.6 .. t .: :..PROPOSED. F. An .;A,O. !Capp.... 81 �. ,�. P 3 LOW POINTSTA. 12,23.951 PM STA '. 12 .:-- .. . .. N ... ft. .. .... PM AEOV. 717233 Y .,�11 6 R 1 �0.701F : 6 R 59 C' S 1 i' 2 x. 1 ...... .................................................... - - - .. EXISTING £ PROFILE 4601E.... ..... _ _ . ... ..... ..... ....1.525... 885 880 1 875 1 870 __ ___q_ __________ _________ __________ r :. STAA1 7�....... .. .. ... 3 :.. OINW86A00 ... .: .. R��iP �.S'►IV 19043 ... .. .... .... ... . ____ _ .:--�_ -- __-___�_____-- �.. : ____ 18��RCP. 18" .... O STA. 127+24..... 865 _ INV -86_ - . .. ...... .... lsriv 66140 860 _ ...:. ...- .._. ... .. 60 855 i' ........ ....... .. .. 55 850 .......... e 50 _ eo g ^e �s i z' Re gZ 8 e aq 0 0� m^ D. 0 oo �e ye 07 08 s a 0 o of g< e64 GATE REVISION 0 1 2 3 wre6r cen4r IMI INs 4 5 9 10 11 12 13 14 eN". vpscacptun a repv° eOi °'�parOl„� m�« un°' "n R,IE Hokonson Anderson Assot., Inc. Civil En9inor• -d Lana Svn.7or• 3501 7-1m Ar4.. A . M mWa 55303 753-427-5860 FM 763-427-0520 IMPROVEMENT PROJECT 04-02 S.A.P. 217-107-04 STREET AND STORM SEWER PLAN OUADAY AVENUE N.E. CITY OF OTSEGO. MINNESOTA 5HFE1 15 50 p11' E6P 1/30/04 04 oW • xo. RIE O1340 "�\.^ .� \Law v.1=I•-mp•\m,w-e.\Lan\ousr-m.°. •0144Lp J. wAcx6a, p.[. _269}7_ ww.Ao•oneon-on0araon.00m 5ME15 ABANDON EXIST. SANITARY SEWER LINE —� QUADAY AVE. N.E. x SCLC Ix CFEI / � .� ��• ..4� ��-Li°p� - -. N - - __.__lm �- _.9102: a m -� T-iem --�. _---�'_ -- -.-s __ � --} _ _ --- - - __ - - _ 5032 y 7e m r -- 1W ONE TR— / 1W BNE 1RAL I. 02 POND 3 (PROPOSED) POND 4 (PROPOSED) NWL=864.30 NWL=864.50 / 10 YR EVENT=866.12 10 YR EVENT=865.52 100 YR EVENT 866.51 SEE SHEETS 21-22 FOR INTERSECTION DETAILS NOTE: SEE SHEET 19 FOR ADDITIONAL PROPOSED STORM SEWER PROFILES 100 YR EVENT -866.41 ............. ........... ....... ................... ..__........... ................... .. __..... .... _..... ._...._._................ ._. _. _... ___.. _...__......... .......... _.. _... _ _._ ......... __...... I nwK I HW POINT ELEV - 8]!N 885 g p wGH PANT STA . 16.77.01 g 865 ...... ..: .. ..... .. ...... ... :. 4 ..: .N STA . I6g75,SQ .. ® ... .. ... ... ........ ..... ..... . ..._ ..... ... ............ .:.. --..� I; AD Qioo 880 ■ 7 os: v 880 . ..........: RROPoseD . PROFILE.. „ owPow , ' M STA � 21.80 M EILV'. 071.71 1 �' AD. 7 a1] ; . _. . ..... 1 T E r o -. .K + q. .... :. :.. Low r STA . 25. x 875 1...!- ADJUST MH 144T yy�� WW EXISTM PROFILE _... ..... ....... .... ..:. .... -- --- M . ..... ... ... M D i15" .. �{ yi. --------------- a .... ..... .. ------ ------------ -------------- ---- ------------ --- -- -Q----- 8a' -7r `--' -alsx-------- --- ADJUST MH. aeml Tn 870 870 , _ 8 t ❑ 8 75 . ....:. M .... --m __ „rgry^II aaSd��i 00880 :I'.. .... i. .. EXIST..TRUNK.STORM.SEWER ... .-sDLF2YRiP.(0.3).oA.1.- sxFm'iKr(as)e�Tl..c��. .... ... ;jj__ O 865 y� r I .^ 1s-Rcp .._ -_ , �.-----------Wa II :II I siA28+50 N1~I+OES. - -- - - -[ . � �„�_ -a-... - > ' iN- - - - - - - - - - - - - -H _ _ - - EXIST. TRUNK STORM SEWO; NV- 860 -- —= _ --- - --- — - ---860 — 6. ..... ..... ..... —.—. —_ — - —_— — --- -- 2jr ,,, 855 �> , -- __---------- . .........:...... ................ . :....... :.........:........... - --- _. _ _ - - — .. _ -t- � ::: t_. oabSz. .. .. u�'si R� g>s:_: 855 850 850 .. ... .P -.. ... ... :. ....... - .. + . ^a +e.. + + n+ - +.. of �'� 6R - - + o + + + + + o + + + e o =8 = o 14 15 16 17 18 20 21 22 23 24 25 26 27 28 29 GATE REVISION I e cerinTpnol Inia po.. ew aun, lmmw SHEET ":°v.n ••. v>.al _ v 'e�.�"" e3e I � 1 STREET AND 16 Hokanson Anderson Assoc. Inc. e`='I/N/04 ^ c.iI Enginun one L.ne s....>... IMPROVEMENT PROJECT 04-02 STORM SEWER PLAN a .: v IM sta. a say. CNP 1/30/G4 3601 Ih-ton Ave., M.' M-. 55305 OUADAY AVENUE N.E. x6wiP 7. •rGxER, vp emaw n[ n 763-427-5860 EAX 763-427-0520 S.A.P. 217-107-D4 50 I/w/0• N Hv.-Z§VN- Rif OT340 .Ie.lwLansox-onaerem.com CITY OF O75EC0, MINNESOTA yrt CONNECT TO EXISTING STORM SEWER MN STA 16+04, 90.23' AT SUPERELEVATION CURVE 2 - 2.00[ TANGENT RUNOUT - 96.0• P R VATI N RUNOUT - 9. Y w vrx m esom STATION SLOPE 13.17.18 -2.007. NC ANGENT 15.09.18 2.00x (FULL SUPER) Q < N ¢ W i n•s.7a is 0 ' • �s 19*67.75 2.00R (FULL SUPER) 21.59.75 -2.007. NC TANGENT O a _ .__..5026 _. _ ..�.__r / � .� ��• ..4� ��-Li°p� - -. N - - __.__lm �- _.9102: a m -� T-iem --�. _---�'_ -- -.-s __ � --} _ _ --- - - __ - - _ 5032 y 7e m r -- 1W ONE TR— / 1W BNE 1RAL I. 02 POND 3 (PROPOSED) POND 4 (PROPOSED) NWL=864.30 NWL=864.50 / 10 YR EVENT=866.12 10 YR EVENT=865.52 100 YR EVENT 866.51 SEE SHEETS 21-22 FOR INTERSECTION DETAILS NOTE: SEE SHEET 19 FOR ADDITIONAL PROPOSED STORM SEWER PROFILES 100 YR EVENT -866.41 ............. ........... ....... ................... ..__........... ................... .. __..... .... _..... ._...._._................ ._. _. _... ___.. _...__......... .......... _.. _... _ _._ ......... __...... I nwK I HW POINT ELEV - 8]!N 885 g p wGH PANT STA . 16.77.01 g 865 ...... ..: .. ..... .. ...... ... :. 4 ..: .N STA . I6g75,SQ .. ® ... .. ... ... ........ ..... ..... . ..._ ..... ... ............ .:.. --..� I; AD Qioo 880 ■ 7 os: v 880 . ..........: RROPoseD . PROFILE.. „ owPow , ' M STA � 21.80 M EILV'. 071.71 1 �' AD. 7 a1] ; . _. . ..... 1 T E r o -. .K + q. .... :. :.. Low r STA . 25. x 875 1...!- ADJUST MH 144T yy�� WW EXISTM PROFILE _... ..... ....... .... ..:. .... -- --- M . ..... ... ... M D i15" .. �{ yi. --------------- a .... ..... .. ------ ------------ -------------- ---- ------------ --- -- -Q----- 8a' -7r `--' -alsx-------- --- ADJUST MH. aeml Tn 870 870 , _ 8 t ❑ 8 75 . ....:. M .... --m __ „rgry^II aaSd��i 00880 :I'.. .... i. .. EXIST..TRUNK.STORM.SEWER ... .-sDLF2YRiP.(0.3).oA.1.- sxFm'iKr(as)e�Tl..c��. .... ... ;jj__ O 865 y� r I .^ 1s-Rcp .._ -_ , �.-----------Wa II :II I siA28+50 N1~I+OES. - -- - - -[ . � �„�_ -a-... - > ' iN- - - - - - - - - - - - - -H _ _ - - EXIST. TRUNK STORM SEWO; NV- 860 -- —= _ --- - --- — - ---860 — 6. ..... ..... ..... —.—. —_ — - —_— — --- -- 2jr ,,, 855 �> , -- __---------- . .........:...... ................ . :....... :.........:........... - --- _. _ _ - - — .. _ -t- � ::: t_. oabSz. .. .. u�'si R� g>s:_: 855 850 850 .. ... .P -.. ... ... :. ....... - .. + . ^a +e.. + + n+ - +.. of �'� 6R - - + o + + + + + o + + + e o =8 = o 14 15 16 17 18 20 21 22 23 24 25 26 27 28 29 GATE REVISION I e cerinTpnol Inia po.. ew aun, lmmw SHEET ":°v.n ••. v>.al _ v 'e�.�"" e3e I � 1 STREET AND 16 Hokanson Anderson Assoc. Inc. e`='I/N/04 ^ c.iI Enginun one L.ne s....>... IMPROVEMENT PROJECT 04-02 STORM SEWER PLAN a .: v IM sta. a say. CNP 1/30/G4 3601 Ih-ton Ave., M.' M-. 55305 OUADAY AVENUE N.E. x6wiP 7. •rGxER, vp emaw n[ n 763-427-5860 EAX 763-427-0520 S.A.P. 217-107-D4 50 I/w/0• N Hv.-Z§VN- Rif OT340 .Ie.lwLansox-onaerem.com CITY OF O75EC0, MINNESOTA yrt QUADAY AVE. N.E. .. _..-..-.._.._.--..-..----- - 10* WIDE BIT -T u F BIKE TRAIL- - �� 2 W Y Y TIE INTO EXIST. TRUNK 39 STORM SEWER LINE STA. 42+50. 22.50 LT O � � w i � O SEE SHEETS 22-23 FOR INTERSECTION DETAILS NOTE: SEE END CURB k GUTTER AND STREET CONSTRUCT. AT STA. 42+59.26 OR MATCH CURB 8 GUTTER AT NEAREST JOINT. O W x I �I 4m 1� BBS _EWER PROFILES uuT ,� RZEf .................................... m 885 - NION POwT EUV-eJ1.1} - _.........._ .......... .. ... ...--. _.......... .... .. ..._ __.. ..... ..... -a P T STA - u.93e0 Pw 51A - 33.05 BBU 880 PN EUV . n1.35 n ry n n .........:.........:.........:.. .......:.........:... ......: .. -a�-:AD,.17.... ^ . ADJ .05MH EXISTING PROFILE:ADJSMN --B7S PROPOSEDS PROFILE. �$ 875-. --.- ---.-........n. n 870 -ii I I ---- _ ADJUST, MH _. .._ .. .....i. ...... in.... :( ........ II .........c....II ..... _. ... .... ... ... .. asnc I 000_'8 a Ih�BR ii a -0.87 +z > 865 0 ora x :ar;cz 870 S. .... I$Rt?oS ii ... 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MINNESOTA yE.06 I a I ¢ I `I SEPTIC PLC pS�I1BLE D HELL l CO SELI / 180' TAPER 300' ACCELERATION LANE I I C.S.A.H. 37 ►II►►►I rrru,�,1�1, � Mill rrrri /, IIII III{ � 4 �- I .870.2 IIII II,%/��/ ,• IIII ✓ ��� �� — 111, K871.3 300' RT. TURN LANE 180' TAPER r \ LANE 1D AGE:LL4EA lAJE1 LAl4 17' -- LANE — T - 1 .1 TURN x-TNRu � — — --12 NRu LANE + 12' THRU LANEI + 17 THRU LANE -— — — — — — . — -_ - -- - - - -- - .. an 1a' 1 1SSLOW BTVAss LANE C.S. A.H. 37 fns SLOPE DATE I REVISION I M.6Y —ft I6q I bn pc6i•lien. ip 3HEEE ....•�"" t /E I� Haka;" E. Anderson Inc. STREET AND le wq uro+�.. M•.. lM nn. n Hn An oea Eo.e AssoS—Y-Assoc;,; IMPROVEMENT PROJECT 04-02 STORM SEWER PLAN low q IM Slgo q 16wwlo. 130 oa3601T6gs A , Nssasota 53303 C.SA.H. 37 TURN LANES nEo.763-AIT-5660 EAK ]63-.21-0520 S.A.P. 217-107-04 ,' wa[x' v.[ Cltt 0: OTSEGO. MINNESOTA E OT310 •w.nokcnaon-mltlerson.com sHEns - 148LF 21' RCP (CL 3) O 3.60% 11NNa 6.lI5Lf (2) FES wI TN 1RASN g1ARD(S) N 11Y RCe [CL s) a 5.00X I Na ._.. _ 8.00_ ..._ ... _... 7.0. 45LF 15• RCP (a 3) O 1.0016 (a .3) O 0.5076 8,70 $75 IE 6LF `iiECS .... - ......... �: .t.. .. solr 13- RCP (CL7) a Q70X """ r \ ISLF IS• RCP B%.Q...... (CL3 •.1.00X_ ) .. ..... .$7Q.. - x ¢== ..... ... ..... - .. .... .. ..... . . ; .Sf 13- RCP (a 3) o &mw-- ) 22OLFI1 RC42 P()) ADD S 724 FES $ '9'. ed 865 !... .� ... ... ... ._ .. ., 86. ......... 3D1r a RcP �a 3) a azar .. @65.._ .......a ..... .......:. $70 . '� .. 0.70 7 RCP (a 3) O 192X 860 FES VATH TRASH N x : :INCLUDE dLF v S 875 �$ - .. .... J J ------'- - --- -� .. .. _ •+,'"0ii 45LF IC RCP (CL 3) O 1.00R •. BUF Is• RCP (Q. 3) • t007G 1 > 0_ �_ ..i 860 o " Slr IS- RCP (a 3) a 1.00X - ow rvO mn , ,q: !,�1 OOmo Nrv2 ;.�. /f IV .. m 8 nK 860 .. ....... ......: :. $.......... .. 845.. o . Rte° ..865 ... 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F... .. j... o .wn F 86 0 o _ .- 860 . o 860 a x � ...m860 rpuH': � �._R>, rtl +m nTm�o ••mc. 8 � o ov u � � _L o p YI O: ryy tem Z +�; iNow860 �}� , 1 nxi x + 1 x o4�� 'i + cN'_°ia=_=_ ....... N „�,>�• .. [ T.. ... . :.. ...:. :N +> .... ,a>$ �mZ ...2*2 -111 evi•. ,��m.�mp N .. 1 .:.... .. - ,fsi «, . .: t!4 :. tz-''-s:iz - -mg »_ u_�Z .. .. ...... .. ..... ......... ... LF1s .RCP .:. - ._.. _ 8.00_ ..._ ... _... 7.0. 45LF 15• RCP (a 3) O 1.0016 (a .3) O 0.5076 5N 15• RCP (a 3 O 5.71; . .INCWDE.6LF. FES..L...... 870..... �: .t.. .. solr 13- RCP (CL7) a Q70X """ r \ ISLF IS• RCP B%.Q...... (CL3 •.1.00X_ ) .. ..... .$7Q.. - x ¢== ..... ... ..... - . ]BLF 1R'.RCP (OL ,3) O 03911 SIOOS6 .. .� � s ADD S 724 FES 865 !... .� ... ... ... ._ .. ., 86. ......... 3D1r a RcP �a 3) a azar .. 86..5 - : 9LF 15• P ( 865 xooX 7 RCP (a 3) O 192X 860 :INCLUDE dLF v S ...� �$ ... .. .... J 860 z i w a�� o �o � 860 N ^++- :., � lr 860 . ..i 860 " m� m m�Z2 ow rvO mn , ,q: !,�1 OOmo Nrv2 ;.�. /f IV .. m 8 nK U nrc�? ... x +Z» Vn¢22 .. ..... \ • .. .. ..... ,�y.�,O,�o�p ... N«Iml �rvm mlrtmm N - fix» RJE hm Hakanson Anderson ASSOC., Inc. STORM SEWER PROFILES 1...µa m.'s'�: a cM... °""•� 1 1YR °`6i cirri Engineers one Lono s,...ero.. $,A.P. 217- 107-04 y19 5O RAA a 25 0n 3601 tlw - I...• www• 1lm—t. 55303 OUAOAY AVENUE N.E. earuan �...ort6, P. °�°°� 163-427-5610 FAX 763-127-0520 50 .:�©. ma�-.>....-,m.�o.>.o-e.�..a�or.,,o-Q<w.or.•., p,,, 1ijo ,�. ,p, xwsx - RJE �Oi3A0 ...nokanwn-anaarson.co.n CITY OF OTSEGO, MINNESOTA 0+28.00 .50' LT /7.12=878.12 (RAD.) 0+78.00 72.50' LT P I 0+78.00 GLI5876.84 i QUADAY AVENUE NE 0+0o i +—,+oo I 2+00 87 0+78.00 I � 0+78.00 22.50' RT D GL -876.84 (RAD.) 10' WIDE BIT. I I BINE TRAIL �\ B09 (07G2+L(258. 0+78.00 72.50' RT NOTE: Io 0l0 20 1. ELEVATIONS SHOWN ARE TO FACE OF CURB AT GUTTER. scNJ w rEn DATE I REVISION I M..e/ aniy Incl Im PNS..P—.M —, RJE HakaCinvisl oEnnyip.A,n,.doerre sLountea Assoc., Inc. YO 71,wI An., MLP. Mimmlo 55505 165-t27-6TO 765-427-0520 IMPROVEMENT PROJECT 04 -02 S.A.P. 217-107-04 INTERSECTION DETAILS QU ADAY AVE. & C.S.A.H. 37 OUADAY AVENUE N.E. %—. 4/2./.. RJEL0o340 CITY OF OTSEGO. MINNESOTA p ^ Q (n O 8+85.28 = 40.00 LT � �B (ROW) LT O OW) 4.71 L.27 � >- M m 9+43.31 10' WIDE BR. LL 53.00' LT BIKE TRAIL 2250' 122.50' LT .3GL;874.34 / r��i•� (RAD.)GL-874 '86 , 0.6076 16+24.11 ^� 22.50' RT M: 91' (APPROX.) .09 FLS -16+75. (RAD.) n (Rqp,) 878.00 \ R=30 H 16+24.11 �1 9 00 53.00' RT 'Q7 874.677 1874.43 174.17 31 / 6j7.50 874.67 874.43 874.17 16+51RT .88 / (V 2,�~ 17+20.95 \ - - 50.20' RT / '� _ _ GL=876.12 (GL 8.91 (RAD-) / ' "\.. RAD. !�J -� 10' WIDE BIT. J BIKE TRAIL 16+93.00 BIKE10' WI KEW DEQ BIT. / !.� 52.03' RT 0 - \� Q. GL -879.37 �0 (RAD.) QUADAY AVENUE NE 5384 GL -880.35 / 17+20.95 880.96 / 53.00' RT / 16+92.23 9'iA Y RT � CL=880.51 .0 0 Io zo y NOTE: o I9 20 scut w EEFI / uuE x rcET 1. ELEVATIONS SHOWN ARE TO FACE OF CURB AT CUTTER. DATE REVISION 1 -.1 -W, Iwo - Pay, xWc.-. ®ort RJE HOICODSon Anderson nc. INTERSECTION DETAILS �""` P'•I E"•""•''"'0i �� Civil En olid Land Surva Assoc.,' STA. 9+00.00, STA. 16+75.00 21 W.3 w I•• Sm: as �W.m.. "� 9i." 5303 IMPROVEMENT PROJECT 04-02 RM 4 76 04 ]Ew llW27- ArE.. FM 7 3-427- 55303 pUADAY AVENUE N.E. RdYLD J. wAGNER, P.E �• �� 163-427-5860 EAR ]63-67]-0520 S.A.P. 217-107-04 50 r-\rr�..q\wwki._>RPr\on.o-u\a.r\on,o-xWRrzci-rcia.a px3 t/Rz/w yr, rp, �cqj_ RJE OT360 w..twkonaon-enderson.com CITY OF OTSEGO. MINNESOTA -Ell 0, Q (n 0 NOTE: O Of Q U) 1. ELEVATIONS SHOWN ARE TO FACE OF CURB AT GUTTER. Cr- W O ix Ch W W ~ O WI.- 0 [if O } 29+68.96 25+28.96 m LL 26+16.96 53.00' LT 29+9 55 4' �21%' 53.00' LT 25+57.20 'LT v 25+84.72 53.00' LT 40.00 LT m 30+279.44 30+57.03 53.00' LT 40.00' 40.00 LT (RLOW)9.60 2.17 R LT ( ) ((ROW)9.56 6} , P(; , 25+24.96 22.50 lT GL -86925 (RAD.) K o ^. I 26+14.96 22.50 lT 9.68 ♦� 4M 0�ti 011 30+57.03 K 22.50' LT 2.32 / o (RAO) ,,.�. o (�) 090M 4 M 1I 0.6OX \'-- 0F'9 05 0.60X 22.50§.9T 0^ry' GL -871.79 (�.) QUADAY AVENUE NE QUADAY AVENUE NE 25100 rt -25+29.10 ri Z 26+00 rL-26+17.10 rt -29+98.96 30+00 872.33 31+00 869.74 25+73 869.96 1 rL-29+69.02 q.-t-30+13.04--'"-r1.-30+57.01---r_ I X I 870.22 872.33 872.60 872.86 25+29.24 22.50' RT / 90' 01' 50' 26+17.24 22.50' RT 29+69.08 22.50' RT 30+57.01 GL=869.250.60X (RAD.) C1=869.68 GL=871.79 22.50' RT 0.60X (RAD.) )��2.32 (RAD.) b 0 94 10' WIDE 817. 25+52.45 as 43.72' RT 25+93.35 � BIKE TRAIL 45.50' RT , 10' WIDE BIT. I BIKE TRAIL 25+29.42 53.00' RT 25+52.4 49.22' RT 10 0 - 25+93.39 26+17.24 0� 'yo 11' �1' 30+26.66 GL=869.78 25+57.56 51'00 RT GL=869.78 53.00' RT 29+69.08 29+99.4 53.00' RT 50.00' RT 0 0 50.00' RT 30+57.01 (RAD.) 41.68' RT (RAD') GL=872.29 (ROW) 53.00' RT GL=869.73 (RAD') 25+88.14 (ROW) 0 GL=8 697 5 Q V) QO (RAD.) 0 W L' O' 3EW W I - � O w O F -z� :DM �m -z }GEE W 'ED 10 o 0 20 KNE W fECT DATE REVISION I n...q cWtnr uol 15s Dal. .pecR<o4w. ®oma wE Hakanson Anderson Assoc., Inc. INTERSECTION DETAILS -IT E'o"nW, P'°I^�'^^ol Ioe. oI 1M E^P^N' •'yr IM Stae a M'vwwb. '� c;ril Engineers rtne Lond Survayora }501 TMRSIon Are.. Nw50. Yinnewt0 55}03 ]6}-421-5560 FAR 753-427-0540 •+'.MEonson-aneeryon.<om IMPROVEMENT PROJECT S.A.P. 217-107-04 04-02 STA. 25+73.00, STA. 30+13.04 QUADAY AVENUE N.E. CITY OF OTSEGO, MINNESOTA 22 aF 50 9�EE1s MR. 00[: RM 4 25 06 IEE .o_ RJE 07}10 +:\w_.yW n.M•-rw•\ar.wo-uy.e\ouw+rtevn-at +f J. WAGNER, v.E /.c/a jW3_ iLLJ z W 37+33.59 W 37+06.00 40.00' LT (ROW) 37+94.00 53.00' LT 37+66.41 53.00' LT F- 40.00' LT (n GL^870.23 (R) _ I 00 �J P,�j, 22LT I e 0�", m� 4k 37+9 •LT 42+SQ.26 0.29 o /)e' 0;9.53 22.50 LT CL -865.65 �G.790¢.00 / ,Il (RAD.) 9� 069. 0.877L 90' QUADAY AVENUE NE 37+00 38+0043+DO 43+32.55 ;.-37+06.0 ik-4-37+50.0 Ek -37+94.00 �- �-42+59.12 870.84 870.45 870.07 866.00 QUADAY AVENUE NE 37+06.00 37+94.00 22.50' RT 22.50' RT GL=870.29 (RAD.) GL=869.53 (RAD.) 0.87% 10' WIDE BIT. 0.80% 10' WIDE BIT. BIKE TRAIL BIKE TRAIL O.BOR 0' 04• 43+55.00 22.50' RT 4 \ GL=864.48 Ko- •` o � 0.10. e'�`'i / 37+06.00 17+36.35 37+63.65 37+94.00 22.50912 K W 56.00' RT RT CO�g 9 53.00' RT 43+09.58 � ; 5.65 Q� 80.00' RT 0 Z (ROW) (R)(ROW) OR GL=865.55(ROW)43+09.62 o W73.29' RTWGL=865.51 (43+54.58 42+59.12 (RAD.) 73.00'RT0.20760O.DO, 0• 00 RT 80.00' RT GL=86555 0 80.00' .RT 80.00' 5 5 io o io 20 (RAD.).5 RAO•) SCNF N FEET io SUIE 10to w EEEI DATE REVISION . ..nar w wn wwr.w.e b.e a NO�� °r o1a ®oe � Hokanson Anderson Assoc., Inc. a.0 En ym......a 6.oa s...•.y°.. 3601 7-m.. A.... A.W.. 14m...T. 55303 763-427-5860 FM 763-427-0520 I-. k.nson-.nE.rson.com IMPROVEMENT PROJECT 04-02 S.A.P. 217-107-04 INTERSECTION DETAILS STA. 37+50.00, STA. 43+32.55 QUADAY AVENUE N.E. CITY OF OTSEGO• MINNESOTA [%-a RM ./26/" �e X10 RJE OT340 .aNnb J. •J.Me. n.E. 2652 QUADAY AVE. N.E. F&I 20.0011.25'DIP BEN, / 'ST-'AND9 Q��C O 0.476 F&I 12+50.33 175'DIPO BEND —.,—„—„_,.— / NV 63.07COLSUB \\\w _ // 10.00 - 10' L 12” x � 12” 12" ■ B" TEE WITH 12" � .. =•�o Imo , / ByTTERFLY VALVE k BOX TO SQUDI ; \\\ AB LATE VALVE & BOX, 30Lf 8 DIP \\ STA. 4+00.00 - 10' LT. / , �r 5503 > -I T I // AND B' DIP PLUG TO WEST\ \ F&I 12" - 15' DIP BEND / 1 /�] Fkl (10QLF 24"0 > — •• — -- _— _ _ 5504 \ \ '� \ \ =POND 2 (PROPOSED) STEELJACKI NG PIPE ' i • �1n— ' \ '�� < \ /• 550 ../�- �' �� �-�� � .���==�\ ���x � �'�� � \�� \\ ST 0+60.00 - 10' LT. F&I \ I— %TUFLY VALVE & BOX \ •' �� / •' / / /� i i STA. 7+16.23 - 11.73' LT. y/� =� _ . , _ \ • • \ F&1 I2" - 15' DIP BEND 4d --�� �.. 5505 �'•� `�\�IRy \\\\\ � •. / /i �i � `,f� �� �� mow' ��� � •.. � ��/ POND 1 (PROPOSED) 1` \ 10 \\ y 5501 /////� ��,5 _--�i��� �—.m'� ,\ 506 � FM 12" DW PLUG ... ......... .......... ................................................. ................. ......... .. ...... .............. ............. .... ........ ... .... ................. ............. ..... 885 m- . .... .:....... .F&I JACK i0OLF. .24' } .......:......... ..... .. .. ..... ..... .. .. ..... ................ ..... .. ..... ..... ..... ..... : STEEL CASING :PIPE - 885 880 PROPOSED i FROFTLE..•... 880 875 ................................1....... .___... .....:.........:.........:. _. _. .......... i.. - - E%15F6iB £ PROFILE - _ . -------- --- _ 870 ------�-- ---' T.s' eurtY----=---- ��OWER WTM TO C(.E�Vt.. ..... .. ..... .0... ... .. .... .. .. _. .. .... Tr PpwIpEE :.. ..... . :.. 865 — 2PTN CLEARANCCE) LOWER, WTM TO CLEAR 0 tg2ORM SEWER PIPE (2., MIN. CLEARANCE) 86S .......... ... ... ..._ ... .. _ _:....... ..... .. _. .. .. .. _... ....... - IOSLF 12 DIP O 0.22 : 3101E 12' PVC (SDR 35) O 0.22K 4 1 F12 P R 5 0 860 ��� 3ools 7z Pvc (soR 3s) o o.22x 0. 2 860 r . F&I (JACK) 105LF 24" 0 ..... ..... ... ... _ eiiry ..... .. ... _ o� ..... STEEL CASING PIPE- . wa z >E arSz >> 9-w-` 855 85D a 850 1 2 3 4 5 6 7 8 9 10 11 12 13 14 GATE REVISION n.. M c•Kryp R° in. i°.. ° "RJEHakanson `''�CIAR t®I6w Anderson ASSDC., If1C.SANITARY E,.olw.... —d Ia,a Sw�-y— ", 3601 Thwstm Z.,mk. W —10b 5530) ]6J-II)-SBCA iA% ]63-12]-0520>.o-e.�°.x�ona-su..°.y IMPROVEMENT PROJECT 04-02 S.A.P. 217-107-04 SEWER AND WATERMAIN PLAN QUADAY AVENUE N.E. 5;� a 2] 01 ,®Rton4o pq• ,/J0/01 ,p3W52 RJE ww h k—-onAvao — CITY OF OTSEGO. MINNESOTA STA 15+45.72 -•5.59• LT. QUADAY AVE, N.E. -z� F& 12 - 11.25 DIP BEND 0 .1 w 1H \ CONNECT TO EXISTING WATEMA I \ STA 16+01.92. 19.21 RT \ PVC PLUG 5516 CONNECT TO EXISTING STA. 25+73, 40.00' LT. SANITARY SEWER '\ INV=858.83 CONNECT TO EXISTING STA.25+83.17 - 12' RT. SANITARY SEWER 28LF 8- PVC (SDR 35) O 0.40 " x 1�' 12" x 1?' CROSS WITH 12• SLEEVE \ STA 16+33.54, 13.54 RT 52 LF 12 DIP AND 12 DIP PLUG TO WEST; 38LF 12• DIP AND 12' DIP PLUG TO EAST w- 510 —_.- SOB 5509 - -._-jam5511 62LF W PVC (SDR 35) O 0.4016 —_=� PVC PLUG 5517 = _e62- — / / °' I I - - - °°•_ - - - J I STA2S+736ss.ai 50.00' RT. - - wv- — —0^— — — — POND 3 (PROPOSED) POND 4 (PROPOSED) _...._ ......._. ................._.. ........... _............ ..._ __ _ _ _ _ ....................... 885 a865 880 880 ADJUST MN PROPOSED:f PROFILE 875 ... .... ... _ .. ... zs` WRY (1 -- ----- - ---------- _1r- ---- ------------- -- --- -- ----------------------T� .... ,Y ADJUST M117 :.. s s EXISTING £PROFILE . AO,uST.MN.... 870 —_ / f—_ I ' n 870 ...-... ..: 11 .. 11D,IUST.Til.. YN : 1 II 11 II Ij 865 0 ii II I�i I D ii ii 865 . ......... .. _ 1 _ ... 11.... ....'i ... II. ..: I1 .. . 0 ...... ... .. .. _ ... . 860 1 p --_� ? ---- .II --- M—��— .n.--.-- �L—r ` �Ir — 860 ..o .. ..� PVCSAN.c _r ----- - _-- --- -- r - STA 17+34.71 - 118.13' RT. r- _ - - - - - - -' HSS 'F TIE INTO EXIST. 12' DIP STUB „""_'�„�,,, - - - - _ _ EXISTWC 12 .PVC SAN.QEfC _ _ -. -"ISTTING I 7. 855 w 850 �� ..... .... _. .... :.... ...:._..-- : _. _..... _..: .....R-t�nSb_. :........ :...... ... .. :....._ �iv_r$». -.. ._ ...... _.i�c�tL. -d� _... ]4+daNZ. .._. � 850 _ -z 4 15 6 17 18 19 20 21 22 23 24 X25 -_ 26 z 27 28�zZ 29 DATE REVISION Mr a wnay Inot tN, pw,, cpec;trot:w.. xmNrt Hakanson Anderson Assoc., Inc.SANITARY SEWER AND 25 as +b'� tM w..n w4[;27/04 e Ivt c„a En9i—r: Ina Lana S�r...y— IMPROVEMENT PROJECT 04-02 WATERMAIN PLANtM RM < 2] OI 5601 Txurelm Me.. MWo, Mimewlo 55303 �rI-fm.W*w-e Rlwuo ]. w.GnFR, v.[. omO r. "�- 260-427-5560 FAX 765-427-0520 S.A.P. 217-107-04 QUADAY AVENUE N.E. SO Wrw-swr. oo,, t/20/a l;c ,b s2 052 RJE O1340 ...hakonwm-In6eraon.com CITY OF OTSEGO. MINNESOTAF1S I � I I PVC PLUG 5521 STA. 30+13, 40.00' LT. I INV=857.76 28LF 8- PVC (SDR 26) O 0.40% L I I I I 28LF 8" PVC QUADAY AVE. N.E. PVC PLUG 5524 STA 37+50. 40.00' LT. INV -855.91 26) O 0.4 .—..—..—..—.._..—.._.._.._..—..—..—..—..—..—..—..—..—.._..—..—.. STA 12 -w 12' FT. —� I AN 12 a 1� a 8 a 8w CROSS WITH 12' SLEEVE AND S2}F 8 DIP ANO SI DIP PLUG TO WEST; 38LF 8 DIP AND 8" DIP PLUG TO EAST 62LF 8" PVC (SDR 26) O 0.40% PVC PLUG 5522 STA. 30+13, 50.00' RT. INV=857.90 A 37+50 ...... -.12* (2T d 12w a 1; a 8 a 8' CROSS WITH 12" SLEEVE ID 52}F . DIP AND 8' DIP PLUG TO WEST; ILF B DIP AND 8 DIP PLUG TO EAST LF 8- PVC (SDR 26) O 0.40% C PLUG 5525 A 37+50, 50.00' RT. I -z� so o w 1m SCKE iH i 880 ar ...... ............. :. ...... ...... _: .._._ 880 875 E.PROFRE — 1 :------- oust W --- ------------------- _ j --- --875 .. --- -- ........II ... ............. .. ... .... .... D.fE .PROFILE . �_. ---. .. ..........:. n - ------ - _ __ -- ... 870 `— QE356#WGY6Llp ; II --------- -- -- 870 :f 1... .11 .. :.... .:........: .....:.......:............... ..:. .:,. _. _ __ ..#A&AT. .. MH 865.:.......:ll p:if w-'-- .. .. ......... ..:........: ii II li 11 .....:........: .....................:....... .. ..... II ;; ... II __ .. _ n .. -. . _ I I 865 860 11 '--'al--_---------"u a II II -- — _.....:— _ -- -- —__ — 860 855 ' ` 11 ---- EXtif114G 11w PVC SAN. SEW-fR-------------- ---- — --- ——__—_---LL_— 11 .... ...: .. .:.. ... . :...... ..... .....: -- Jn .. .. H. :. .... ..... .. d0r--.a_ — — — —. ... �' — — .. _ _ _ — — — — — _ ..- _ — _ — — — — — — _ z — ..—..� —_{. 855 ..... 650 : 7 in : ��D�O h�n'1-nn.. „"";;am 2w EXISTINit Pv 5 SER 850 _ ......... :. nii _ _:..__ _..... nJ' wn,.p I NZ :... :... _...... .. ..........:. '...... :. .....w %a: i?b- :...... :.. ....... rq +- ...titin=i ..... .,..,,w,.,cn - smmn _ _ surer r"'pa1O nO an'•"°"u""" NJE Hakanson Anderson Assoc., Inc. SANITARY SEWER AND 26 Civil Engineers one Lona swry y— IMPROVEMENT PROJECT 04-02 WATERMAIN PLAN a n o4 3601 Thwslm A— A . E msa° 55303 OUADAY AVENUE N.E.01 •br�+W+..Fn.-mnw.�o-uwwr+w-w..q . v o �. w.cxEx. ac °�• 'u'b. 763-427-5860 FAX 763-427-0520 S.A.P. 217- 107-04 50 w. 363}2_ RJE 07340 ww.lgkons°n-°naram.com CITY OF OTSEGO. MINNESOTA snrn,. QUADAY AVE. N. E. eE6 - 575 676 SULC IN (CCI 884 872 1162 BjD— 10, DO .. 65 86j.�R 964 —562 850 /�'// / POND 8 I (PROPOSED) O° / IOYR EVENT -869.75 1DOYR EVENT -871.01 24,800 S 70 \ � 0.6 noes 666 �-- WETLAND 11 Ig72— 860\ / 11,100 sQ• ft. i 862\ - 0.3 acres 874 ba— A - 67e em eel eo7 88°8^6 ., 887 - eW - DATE REVISION I —by—y IMI u;..I~,, .aw ®ar POND GRADING PLAN WET a«Ipoe~ M �E Hakanson Anderson Assoc., Inc. 27 K.^••^ na.......I E re our: Cyril Enginee.a one Eana swrv.7or. IMPROVEMENT PROJECT 04-02 REGIONAL POND 1 . a Ir sla. a Aw,,.wle. v RAA 5/7/G4 3601 1Mrclan Are.. AnoFp. IAnroCole 55303 DUADAY AVENUE N.E. S.A.P. 217-107-04 e0IML0 J. wAG1CR. P.C. 6� 1T ]63-1I]-5660 FAx 761-477-0570 50 •:\w_..w....I.u-mw\ou.o-e.yy\olvo-.va.s.. o,I. a/aa/w .,.�_ WE OTNO ww.Maonson-araenon.can Citt OF OTSEGO. MINNESOTA vrt[Is QUADAY AVE. N.E. ,T a So— �r It I SGLL N rEO POND 2 (PROPOSED) NWL=865.65 d 10YR EVENT=869.75 d100YR EVENT -871.01 // % 0fO /Qab�`��? �/ // O� / • , /0 BATE REVISION i a c..ury 1M m' qm, w«akwon �IDIIR R Hakanson Anderson Assoc., Inc. POND GRADING PIAN SwCn cull En9lneers and EDnd sw...%drs IMPROVEMENT PROJECT 04-02 REGIONAL POND 2 2B . e11r 51x4 a 1e. RA,A 5 7 04 I� 1601 7-1. Aw.. AmMD. 61m 1. 55301 S.A.P. 217-1D%—D4 OUADAY AVENUE N.E. 50 awe..alw D J.RY.C. I%E xO 763-427-560 FAX 761-427-0520 CITY OF OTSEGO, MINNESOTA reku-nw\Draw-e.yy\orw-.wo%wq p=. z/x%/M ,c. ,1._ ?�_ RJE 07140 .w.Aokanson-anderaon.com SNECIS 0 QUADAY AVE. N.E. !o SVLE -z�.-- o w w w rEEI scu[ w «n I I I I am 00 IFJ ?WO 2Lt 00 2 00 30!00 - �. -- — — — —870— / I —668— —866— — _IIi. — 668 — — 868— —866— — — 64--862-4-862— 4- 062- �_-864- -862-— _ =� 862=-80---= —862— Ill 864 — 866 - —864— — -866— — — .J I — J/ - -- J — — — —868— - - — —868— — — — % — —870— — - - — — —870— — — POND 3 (PROPOSED) POND 4 (PROPOSED) NWL-864.50 10 YR 4.30 10 YR EVENT -866.12 10 YR EVENT=865.52 100 YR EVENT=866.41 100 YR EVENT -866.51 DATE REVISION I nw W cwln, Inw xcwsn. "�OOn �Oi pipvn° a "'fir "" ®ow RJE Hakanson Anderson Assoc., Inc. POND GRADING PLAN s"[' 29 LE V Pl-- I'.. — - Ma el IM S— b �w.aola _. � Irl CMI Engin.— .ne Lane s�r.YorB IMPROVEMENT PROJECT 04-02 REGIONAL PONDS 3 & 4 RM 5/7/04 lfi01 -427- Aw.. Mo[a. 3-427- 520 ]6}_�Z]-5860 EAx ]6l-42]-0520 S.A.P. 217-107-04 OUADAY AVENUE N.E. CITY OF OTSEGO, MINNESOTA Of" 50 SIEEIS eoRxw ,. wr cn...c •\w_..vv-.w.i.�..-xm.\or>,o-er\M\o.vo-.wos..., p,l, x/xx/w [K. .,. xaasz �RJE S07340 0 W20-3 48' . 48' NOTES 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA ON UNIFORM TRAFFIC CONTROL DEVICES. INCLUDING 'FIELD MANUAL TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS - JANUARY 2001'. 2. ALLTRAFFIC CONTROL DEVICES SHALL HAVE A MINIMUM OF HIGH IA AND ALL BARRICADES. DETOUR SIGNS AND WARNING SIGNS SHALL h 3. BARRICADES AND WARNING SIGNS ARE REOUIRED TO HAVE FLASHEF „y mx lin. kw, RI In. zlmR Rl �+wsow. RORND 1:1 WE Hakanson Anderson Assoc., Inc. CwR: '� Crve hwdm A antl Land AO 55303 CKP / 8 04 3601 fiwMm Aft., MwkR. nd SIlR 5 — iR gyp, 763-427-5860 FM 763-427-0520 RJE OT3{0 .RR.Mkanson-Rntlar,Rn.coln W20-3 8' 48' a® W20-3 48' . 48' O SNER IMPROVEMENT PROJECT 04-02 TRAFFIC CONTROL PLAN 30 S.A.P. 217-107-04 QUADAY AVENUE N.E. / CITY OF OTSEGO, MINNESOTA QUADAY AVENUE ...... '.\• / — �..—.._..—. _ _ w o 50 100 6 \ \\ 5 \ t \ \ 3 \ \ `\a VW U \ \ 2 ¢ n� 4 \• i �I �?I x / ..�.._.._..—. ._.._..—.. _.. _..—.._..—.._.. —.._—..—.._.. _..—..—..—..—.._..—..—.._.. _. iv 4 C 1 EWUA LL PATEREVISION I w.e, +.nnr 1n u.. eNrn w.=�Irwcn. O= n. .. V. r1 IzEbb e1.1 . 6LEIt RJE Hakanson Anderson Assoc., Inc. E�yl.......a E.M s�Nero=e 3601 Tnwslm Awa.. Anna. uMmsom 55w3 rr.noeonson-oMerson.com IMPROVEMENT PROJECT 04-02 217-107-04 SIGNING AND PAVEMENT MARKING PLANS OUADAY AVENUE N.E.f1(M4S.A.P. CITY OF OTSEGO, MINNESOTA srEEr a2 50lw-smrt-m —E15 Rc.a 5 11 0 [7--R'IEOTStO it 4 II I n _p n QUADAY AVENUE VENNUE „ n g � ii to ._.. _.._ In � K W ~ VI 4 U Q W K Ff J 41 N Nom' iER C S.A.H. 37 i i tea ASSOC., InC. MPROVEMENT PROJECT 04-02 Haknson Anderson sir vYo„ 17-107-04 o. ,� Er,9,,..r, a �.� , u S.A.P. 2 aNCAeGm. l9um! ,� ybpl l-urrio, k.,..]6J7—OS20 _ __ 61— •T�� �� rb.rson.com wdn m'� ow"!..• � 11 M 7-- s� I o shEn SIGWN R 33 K NG PIANS PAVEMENT MA NE 50 UUADAy gyENUE yiEns CI1'! OE OTSECA, MINNE507A I a 12e!�12- 15" TT _ 15' _ _ _ _ -- --- —Et �� --- `L 36" 15" I 15" e 1 1 PUNCHING FOR R2-1 PUNCHING FOR R3—SR SPEED LIMIT RIGHT TURN R1—i MOUNTING C 12' 12" 9' E PUNCHING FOR W1 -7(48"x24") TYPE C & D SIGN STRUCTURAL DETAILS Sheet 2 of 2 DATE REVISION I M eey eM1y tM Ine pen, ap4ilselim, I®OR. °";°"'°'"w„•;°,�ie,„°�, �„°''"b""s' RJEIGNING AND "T Hakanson Anderson Assoc., Inc.DCPAVEMENT MARKING PLANS 35 n.c we 3101 E"9i�.e.: oma Lela s,o 55MR IMPROVEMENT PROJECT 04-02 RM s 11 Da ,7601 TMR41m An., ..,e,o, 11i,ne4°1e 55303 OUADAY AVENUE N.E. 763-427-5660 FAx 763-427-0520 S.A.P. 217-107-04 50 m �E'OL"�•-we.w,No-uy.,W,aw sRr[-Ra.wn Qae I/b/D4 �'s. ,y, Slwsx R. OTND CITY OF OTSEGO. MINNESOTA ."..no�onson-ena.,un.com v16ns ITEM 7-6 Review No. 1 (Revised) Hakanson 10111 Anderson Assoc., Inc. ENGINEERING REVIEW Preliminary Plat for the City of Otsego by Hakanson Anderson Associates, Inc. Submitted to: Mike Robertson, Administrator cc: Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney RLK — Kuusisto, Ltd. Clement & Idona Darkenwald Family LP Reviewed by: Ronald J. Wagner, PE Shane M. Nelson, EIT Date: August 23, 2002 (updated May 12, 2004) Proposed Development: Quaday Addition Street Location of Property: Part of the NW'/ of Section 26 and the SW'/ of Section 23, Twp 121, Range 23, Wright County. Applicant: Clement & Idona Darkenwald Family LP 7535 NE River Road Elk River, MN 55330 (763) 441-3700 Owner of Record: Clement & Idona Darkenwald Family, LP Purpose: Rezone from A-1 & B-3 to Commercial Jurisdictional Agencies (but not limited to): Permits Required (but not limited to): Considerations: City of Otsego Wright County Highway Department MN/PCA MN Department of Health NPDES Sewer Extension — MN/PCA Watermain Extension - MDH MN Department of Natural Resources City of Otsego (wetland) Page 1 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2253\ot2253RVW1Revised.doc 10. Streets shall be designed for a 30 mph design speed. Minimum horizontal curvature is 250' radius. (21-7-7.G) 11. The intersection of Quaday Ave NE and CSAH 42 shall be rounded by a minimum radius of 50'. 12. The ROW shall be rounded parallel to the curb at street intersections to allow for utility installations behind the curb within the Right -of -Way. 13. The private street width is subject to approval from City staff (there currently is no private commercial streets within the City of Otsego). 14. Drainage easements covering Lefebvre Creek (see attached easement exhibit), any wetlands, and the proposed pond shall be provided. 15. Verify existing 50' wide permanent utility easement is shown correctly (see attached easement exhibit). OTHER CONSIDERATIONS 1. A statement certifying the environmental condition of the site is required. 2. Submit a wetland delineation report for review. 3. Mn/DOT is in the process of preparing plans for TH101 to be improved to freeway status. These plans are not finalized and depending upon city, county, and state input could have significant impacts to this property. Page 3 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2253\ot2253RVW1Revised.doc INFORMATION AVAILABLE Plan set dated 8/13/02, by RLK Kuusisto, Ltd. Sheet 1 of 2 — Preliminary Plat Sheet 2 of 2 — Concept Master Plan City of Otsego Engineering Manual, 2/27/01 revision City of Otsego Zoning and Subdivision Ordinances as revised National Wetlands Inventory Map 1991 City of Otsego Comprehensive Plan dated September 1998 REVIEW AND COMMENTS 1. Include a key map of the site. (21-6-2.A.5) 2. Label existing zoning classifications for land abutting the site as well as within the site. (21-6-2.B.2) 3. Verify location of existing Quaday Ave NE south of CSAH 42. Show Quaday Ave NE Right -of -Way. (21-6-2.B.4) 4. Show existing utilities to the south of CSAH 42. Include invert elevations for all existing sanitary sewer manholes. Label existing sanitary sewer and watermain with sizes. (21-6-2.B.5) 5. Adjoining subdivided and unsubdivided land shall be identified by name and ownership. (21-6-2.B.6) 6. Call out 100 -year flood elevations. (21-6-2.B.9) The 100 -year flood elevation will be that of the adjacent Mississippi River. 7. Street intersection jogs with centerline offsets of less than 200' are prohibited. (21-7- 7.E) Centerline of Quaday Ave NE north of CSAH 42 shall be in-line with Quaday Ave NE south of CSAH 42. 8. Show proposed centerline elevations, gradients, and proposed typical cross-sections. (21-6-2.C.1) The parking lot and road shall not be more than 2' in elevation below the 100 -year flood elevation. 9. Call out proposed building elevations. (21-6-2.C.10) Elevations must be at least 1.5' above the 100 -year flood elevation. Page 2 \\Ha01\Shared Docs\Mu ni cipal\Aotseg c2xxx\2253\ot2253RVW 1 Revised. doc RESOLUTION NO. RESOLUTION APPROVING PLANS AND SPECIFICATIONS WHEREAS, pursuant to a resolution passed by the Council on April 26, 2004, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the improvement of Quaday Avenue NE (78th Street to CSAH #37) and has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated June 10, 2004, a copy of which is attached hereto and made a part hereof, are hereby approved. Larry Fournier, Mayor Judy Hudson, Clerk CADocuments and Settings\Tami\Local Settings\Temporary Internet Files\Content.IE5\U1G3Y5A5\ot340resAppPlans.doc MACIVER AVENUE N.E. & 70TH STREET N.E. CONSTRUCTION PLANS CONSTRUCTION PLANS FOR EXCAVATION, AGGREGATE BASE, CURB & GUTTER, BITUMINOUS SURFACING, & STORM SEWER IMPROVEMENTc FOR CITY OF OTSEGO, MINNESOTA Ankerson Anderson Assoc.,Inc. PROJECT LOCATION +00 I ALVV WRIGHT COUNTY, MINNESOTA I STATION=45+15 /ER AVENUE N.E. ITH STREET N.E. ACIVER AVENUE 'T sc.0 GOVERNING SPECIFICATIONS THE 2000 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION' SHALL GOVERN. ALL FEDERAL STATE AND LOCAL LAMS. REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. CITY OF OTSEGO PROJECT 04-03 SHEET INDEX THIS PLAN CONTAINS 89 SHEETS 1 Tilt. Sheet 2-3 Ertirnot•d DaantiD<a 4-5 Typical Sections 6-7 Detadsa 8-12 Right 1 way and Eas•m•nt Acquisition plan 13-17 Inploce Topogrophy and Removals Plon 18-27 Sl reel phd Storm Seer Plan 28 CSAR 37 Tarn Lone I9-35 Int•rsecI- D-4, 37— 39 Storm S' -"P'.1". 40 Pond Grading 41-43 Trolfic Control Plan 44-52 Traffic Signs bred Mork{ngs Xl—X29Cross Sections — MOO— Avenue X30—X33 Cross Sections — 70th Street X34—X37 60» Seelione — CSAH 37 I hereby certify that thio plop. specification, o r.Porl . 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GvC • �, 94).2,: ........ �......... fn �if ....: ��55�9 '+� / • 9Q.67 ru u ...$9 7'Sti.................................N ....:........:.............. .. n. o. �. _ ` — — .— — — EVCS:� 158+70 EVCE' i 9160 ; 1 94%79 -: N �i• yN .......:................... :......... :......... :......... :......... ................... ..... _ W .........c.........i.........i.........i.........i.. � .... A c z I a irg A 1n to t2go X........:.........:.........:.........:.........:..................'....... Dmra Qpm yz O m i�l V u I N .......:.........•.........:......... �......... �....... ..... ..... ..... ..... a x N S 1n 03 8 N 'o : � a ,D ...�......: N......:.�.... ..... 'oID:.'D 10 0o :N : o :N O o N 7 8 ._. neu�i J.OIT 43$43 �z*� �pom ZW -" 1 Q a D C) rn D z C Fq ENO BRUEu Hr / SEE SHEET XX 70TH STREET IMI W U�� I �— • _CH_ I 5 TAPER _ *______________ 220 R. • ..�.�I, R �'\\ V STORM SEWER________ (BYOTHERS) jt 4 :f GRAVEL a fENCE� CBNHI IB } �I ,\ 36' RCP STUB I CB 1 $ CB 708 31 R 51 R. p - --1_ ♦ I.DD 8 JO♦00 8 29.E W _+ ]p�00 B -B 17.00 ]6.00 �� _ + FDII .00 . ]] 21 ~23 ��EE] EXISTING GRAVEL ROADWAY _ � R. '- - _FUTURE CURB AND GUTTER . I LBMH 70] CBNH 706 ENO BRUEu Hr / LB H 2 XISTING MATCH / • _CH_ GRAVEL ROADWAY, 1/ -"11 21 RCP STUB \/ FUTURE CB C6 3aI $ I�, �` STORY SEWER w (By OTHERS) FES 1 (/� NW NWL� 942.7 f -T1 r_______� r7, r_ NWL. 942.7 1 n SEE SHEET XX D SEE SHEETS 29-36 FOR INTERSECTION DETAILS ,w soul: r Fcrr —.......................................................... SEE SHEET(S) 37-39 FOR ADDITIONAL STORM SEWER PROFILES ro Kw� .o STREET AND Hakanson Anderson Assoc., Inc. CITY�DFe�_�eo� spec tc lam, M SRW E L n.R `yl...�'.�, Q..a 5meyws ®Lt:�1 iC$V.� STORM MACI SEWER PLAN 2 DMS 1 /]0/Od 3601 lAw — AN.. Ano40. Ywnn. IJSJ MACIVER AVE, N.E. O�uc cw. T °'F rtcw 763- '-SB6D Fra ]6J -<_7-D'20 �vvv`„f IMPROVEMENT PROJECT 00-03 QO 70TH STREET 1 �-W W i / 3EUTURE 28 Ef B -B ROAD ' I END BITUMINOUS rB 717 CB 71I I 16� _ �.. _•v�� �� STMH 71 CBMH 711 \K. \ CBMH 714 I 1 I ,CB 715 BEGIN BITUMINOUS BEGIN CONSTRUCTION u \K K KIS - O _____-� END BI 28 R B -B ROAD r*� r-------� rr� r— rT� I I I I I 11 1 1 1 1 1 1 END BITUMINOUS - I I I I I 1 11 1 SEE SHEET 5 29-36 FOR INTERSECTION OETALS iCHi N SER Hakanson Anderson Assoc., Inc. I �OTSE I STREET AND 5%89 p.M•. c9•=�� a G.a Enyn.... ,ne pane s.�.roz 11LL ���� STORM SEWER PIAN 11vMw A+... Anw. Nmeu6. ss]D7 MACKER AVE. N.E.7e]-42'-OszO �IMPROVEMENT PROJECT 04-0.. .+.M4onson-onO....... ON THE GRUT RIVER R >a o C.S.A.H. 37 (60TH STREET) SEE' SKEET(S) '37-39' FOR 'STORM -SEWER' PROFILES.. ....... ............ ........... ............ ............ ........... .................. .. ... ........... ....... - r �ti 1/E04S !i TREE IARu i'"Ci ROW I � I T 11_`I 975 975 ...... ............ t 10i�0 ............ .. ... ....... ......... _ — �.r.— ........... ... — — < 14_F 970 970' ................................r........... EXISTMf kWFLE ................ .�......... _ _ — — _ — — — ------ s F------------------------ — — — 180' ACCELERAnON LANE 965 ................................................:................:.................. -----'-_ ..............:.............. ........... ........... ........... ............ ........... ........... :.. :.. <... .... ........... ....... 960 ........................................................................ C —"'//1` — — — �I.J.AJ.J.J�%�AM-I-LJ����GJ,N�y�y� .c.. .......... ........... ........... ........... .... :... :.. ........ ...:... ..:.. ............960 300' TURN UNE l \ I 180 TAPER —GE .... + .. .. I 15:1 TAPER l' 1 ;� 1 151 TAPER 1 d I > 6+I 0 m v 7+00 I 6 ;`9+� 10 X 00 � �1 OaiD�% _ _____ / 12 � 3+00 4+00 5+00 00 r+�00 1 .............................................................. Iiz ........... ..... � -_n co: ^: n: - W )ti �: F7: _N GNE �r �y�r._Tc—aC wE C�j-.- Vii\� V`YC•� wE v anC EDGE OG 1REE °. - _ Y� - W_ rr } rn: rn: m: O: �: •-: N: N: h: ....... _... _Lo.:..... ._... tO t............ Ep:.............tp.:............�p.a............Ep:............ :ANGETE ��—Row a swlues � 16' n b� SAWCUi XIS BREOMINOUSCLE PRIOR TO NON -WEAR COURSE OA: C1): CO: a): 0): at 9 p q Of: 01: PAVING TO PROVIDE A CLEAN JOINT. MILL PRIOR TO PAVING WEAR COURSE. SEE SNEET 5 29-36 FOR INTERSECTION DETAILS :.......:................:...............:...:............:................:...............:................:..... SEE' SKEET(S) '37-39' FOR 'STORM -SEWER' PROFILES.. ....... ............ ........... ............ ............ ........... .................. .. ... ........... ....... - � — 975 975 ...... ............ ........... ............ .. ... ....... ......... _ — �.r.— ........... ... — — 970 970' ................................r........... EXISTMf kWFLE ................ .�......... _ _ — — _ 965 965 ................................................:................:.................. ..............:.............. ........... ........... ........... ............ ........... ........... :.. :.. <... .... ........... ....... 960 ........................................................................ .c.. .......... ........... ........... ........... .... :... :.. ........ ...:... ..:.. ............960 955 ............................. .... ..:.. .. .. ...... ........... ............ ........... ............ ........... 95 50 950 .................. ... :....... . :.. .. ::. 9454 .............................................................. ........... ............ ........... ............ .................................. ................................. ........... ..... Op: co: ^: n: - CR: O): N: .d: Cn:. sF: O: b: N; 00: h; �: F7: _N 940 00: a0: 00: 07: 00: a0: rn: rn: m: O: �: •-: N: N: h: ....... _... _Lo.:..... ._... tO t............ Ep:.............tp.:............�p.a............Ep:............ �: a: V' 940 yrI :... ...... 1p...:......... _.....................u�:.............En;.............+(i:.............N:.............IfJ.:.............N:.............EE):.............IIJ.:............+0:.............Ep Of: OA: C1): CO: a): 0): OT: O): O: Cn: m: 01: O1: �: CA: Of: 01: a oo�`:7. :w.p .R n... RwAAN i�o'a Naka oson Anderson ASSOC., Inc. EITM �DF { I STREET AND Coll Engmur..wa L°"a sN.w.r°.. .Ct6G STORM SEWER PLAN 28 N •^K •• yl/ /' /� 1 in.aon A.... ssw3 ��66II V ENT P . JE i7-5660 !.0 7153-127-032C IMPROVEMENT ?RCJECT Ot-C3 89 ar.0 {�'Y-"`-G Y.• - nnk......nEe.un.com ON THE GREAT RIVER ROAD CITY OF OTSEGO. MINNESOTA 5 E q N N 8 �p (O W j � In � a_ � `m � o� F O� Q a<� z� 0 m� �rlw W u � �Uaoua�w F? 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O x IJ 0 ~ .AQinQNQg QNQ N Q NQ QN QNQN`rN N Q Q d i iii 1 mm x- XmmXi� PXinXm o inNXQm X mm X�vXo �Xmxdo Xin 7n X�nm mh v NVN�- NQ NQ NN� Qb�NQNaN� QN.-Q Q O LL U U U LL U lwi U U m 2m �M22.02m2m�mfi U U m m m m m Iwy, m m U LL m U m m U LL m U m U m U LL m UT S R $ 3 .6 c[ ;3 w m U U U U U U U U U U U U U U m U m U w Z' MCAT ZONE 5.67' 12.33' 12' t0.3J' 15.61' 10' I2' !,�'77� TURN LANE RIA E/WM LANE SNOOLOERfBm�.E_ 2.� f �`r ♦ \ 6616CONCRFTC 4 %< 's`. NRB AND NITER 2'&Nuw� 5 NEAR 2350) 6 LVNE45p]pB 2 1/2' BITUMRIO'JS NDN -NEAR 2350ARRROVED S1IBDRAOC It LVN1Y33030e 6' 4655 5 MA EL 24' CLASS 3/4 AGGREGATE BASE TYPICAL STREET SECTION A MAOKR AYE. STATION 45.69 TO 1].19 5.67 1 0.33' 12' 2' f nz SNDULOCR I _R i LAN[ I�pRIv[ 1 T 91—WS REAR 2350) ITRE LYWEIS03M J 2 1/2' BNURNWS NON -NEAR 2350 —E —350]09 APPROVED SLOGRADE 6' MASS S —EL 24" CLASS 3/4 ACGNEGATE SASE TYPICAL STREET SECTION 8 .AOVER ,VE. STI CLS—$ TO 51.50 I.AMVCR AYE. STA103.60 TO 152.39 STREET, 2OTN STR15.92 TO 26.39 —ts 01 R/W WIDM IS 70ON IOTN ST, F.- STA 2A.51 TO 26.36. m R/W "GIN IS 60' ON MACIYLR AK. FROM STA. 48.49 TO 51.]3 An rnw STA 103.e0 TO 1O5.5o. D® 2' REAR 15.6]' 00 �BIRE 8616 COwCRET[ NRB ANp WT1ER 5.6T -� 2 ttE11 12' 1 12' I Is-. I ZOwE 3 ER—NWS NLAR 2350-] TPC lVWE4503pB J I 2 I/2' &NMIwWS NW _NEAR 2350 APPROYEO SDBGPADC ,7E LVNWJ50]OB 6' CLASS S GR.VEL 24' CLASS 3/4 AGGREGATE BASE TYPICAL STREET SECTION C MAO.ER AYE. STATION 1].55 TO 19.25 2' 9RRRNWS REAR 2350 TPE LVNE45o3d, 2 1/2' 91TM mttrS NON -REAR 2350 TTRC LWW3503 6" MASS 5 GRAY 24' CLASS 3/4 A EGATE Hakanson Anderson Assoc., Inc . '.: / - �• ^ 4l . 4• iiN IDMS Mit 36;1 E�q1- .. °Ana.° "wn°nnvl -5,,3 x%x >t' 3601 TnvrSton . 55SO3 .{✓ WAGNL"-/ 0=6®R lM r, L"-. ]5:-<27-5660 FAA __ ..M4onfm-vn°er5on.eom 54' B -B f 60' ROR CLEAR ZONE 12' Z' 6.J) 6.6] 12' 3.6 15.6T 0.0 IFLARC DRIVE LANE IJ' MA LANE ! TORR HANE 2.OS I IRP E APPROYEO SUBGRADE TYPICAL STREET SECTION D MADI R AVE. STATION 100.60 To 102..0 10 0 0 20 SCALE N FEET CMYEGO TYPICAL SECTIONS ' O�� MACIVER AVE. AND 70TH STREET IMPROVEMENT PROJECT 04-03 6f ON THE CREAT RiVEF. RDID CIN OF OTSEGO. MTNNESOTR BFViS 7 2' BITI14.CuS MEM]50 211 I IYIE LVMEASONIB J 2 1/2' BITIMI MON-YEM 2J'A AIIROVED SUKRAM TYK L9NMl50JOBl "GLASS 5 -AV[L N' GLASS 1/4 AoOXEGATE BAA TYPICAL STREET SECTION E I.—ER AVE. STA 59.36 TO 71.25 YACTAR AVE STA. 17.48 10 9..49 NOTES 01 R/M 4810TH 15 11' RI MAOVER AVE. iAON STI 13..6 TO 94.49. m I' 91tNNNWS M[AR Z]50�1 I lY1[ lVME450308 J 2 1/2' BITIAFouS NON -MM 52150 AIPROVEO SUBGRAOE 1TIE LVNM30-1 6' CLASS 5 GRAv[L 2i CLASS 1/. AGCREGATE BAY TYPICAL STREET SECTION G MAOVER AVC. SIA. 9..49 To 96.15 2' -Al 5.61' C O . 9616 CONCRETE CURB AND WTTER 5�.6-)l'yJ.-6 12' � t2' � 5.6Y I �20VC .-W LAIC _.. tl' OR LAN[ IURI LANG 2' MTUIINWS MEM 2150.2 TTIC LVMCA'AJOB 2 1/2' 91TUIMDUS IOI-MEM 1150JJLI AIIIIDVLD 9lBDIEAOE i E LVNM35030B 6' MSS 5 GRAVEL 24- CLASS 1/4 AGGREGATE BASE TYPICAL STREET SECTION F M. ST. STA11. 21.51 TO 29.20 rt I' GL[M SOME E BOTH STREET (CASH ]1) 15.6Y 10.0 2,= fmA 12' i E5IS1NG 12' E51S1NG'I' 1.5' LANE DIOVE LA -E .-A LANE 2.051 0616 CMNAETE CURS AND Wm. •:V-�..:.. - ':.:-' \ CLASS 5 AG.E.Tf SMOUI.pER VA—.R 2' &Num WS MCM 2150` . SM.ADE 1TVE OB uV.50J 2 1/I &Tt2wNOU5 NOI-6EM 2150 1VIE MV15030B 9' CLASS 1 AGGREGATE BASO TYPICAL STREET SECTION H BOM ST. TURN LANE MO ACCELERADON LANE Hakanson Anderson Assoc., Inc. C1.9 EnginAn any Lena Surveyor• 360, 1NurTlm Ave.. AnR9p. +AmeiWR 55507 7e,-427-5660 FAX 1E3-42)-0520 �IMA9n99n-Rnyer99n.G9m _,. _._ SCAEE • FEET erry 01 TYPICAL SECTIONS Sn MACIVER AVE. AND 70TH STREET IMPROVEMENT PROJECT 04-03 ON THE CREAT RIVER READ CITY 09 OTSEGO. MWNESOTA • Frolk, i ®�OII 27" PRECAST CATCH BASIN n ]c4] STANDARD STORM MANHOLE -YARD INLET NOTE: 1, CONCRETE ADJUSTING RINGS MIN. 2-2' RINGS MAX 4-2" RINGS 2. CONCRETE BASE SHALL 6' POURED IN PLACE OR 5' PRECAST SLAB. 2' x 3' CATCH BASIN ee' m � B A A Lass I' r rAl[e K �[1 m A. SEC A_A m M aMC 11Rc�>fd O wurlrD16 U r[a .NwI S,wrnp al..,[ RIP—RAP A 0 F C.P.OUTLET ^I sm. SECTION A -A Bass 48 INCH DIAMETER SHALLOW DEPTH CATCH BASIN MAXIMUM 24 INCH DIAMETER PIPE SIZE - w [eut ��R, wSNlioeEDARy[NZ�O�u�l(�giRTlJ[�LpEpjlE & IL6 itt�ECE GEO E}'11LC UNK RIILT Go R. m a\ sop Ta � [zla�ao,x GEOTEXTILE FILTER AT STREET INLET WITH CURB BOX t K u�0N M4"T BOM DIREMDTEXHE USED FM CTIONS. uEETINO ! EC. ]BRA IOR HACHME SLICED. .rf 14n. 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BY OTHERS)R `i`(1 LOT D `\\ \ i 5Ao , m n /ry L \ 1 `\ IB• RCP STUB Wf IB' RCP PWG ` II \ 2G3 11 24 22 r� \\ STORY SEWER (r OTHER6)- t\ 1 \ 1 SEE SHEETS 29-36 FOR INTERSECTION DETAILS I I Y18- RCP STUB 25 I NWL. 957.5 12LF 18• RCP O 0.25x eT.ao es.a 28 FT. B -B ROAD :RETE CROSS GUTTER STORM (BY 01 5 j I ���i `� �C o so rw NIGH PONT ELEV . 966.67 HIGH PONT STA . 87.12.92 scu[ w rtET MGN POINT ELEV . 953.10 PN STA . B6.50 MGN PONT STA . 75.30.07 PVI ELEV . 967.17 PA STA 84+75 ......PN 'STA' 6I•75;V30..:...... ............... .............. ....... ...... ...... ..... ..... ..... ..... ... A.D.:70.2139g...: 299 PN:ELEV. 963.45 SEE SIEEETS 37-39IF ADOrtgIML STORK .SEWER.... •••.• ••..• ...•. ... P. 96Z.98... ..... ...%'..70.13 ..............•-........ . AD.. LOW PORE ELEV . 958.54 N D. -1.24 .1 .. 975 ; : x .70.07 - LOW POINTSTA.80+53.20 % 96.5Z 210: VC :1 .............................:......... :......... :. PN STS i - . 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RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT OF BIDS WHEREAS, pursuant to a resolution passed by the Council on , 2004, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the Maciver Avenue NE and 70th Street NE Street and Storm Sewer Improvements and has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated June 1, 2004, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Engineer shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 2:00 p.m. on July 15, 2004, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 per cent of the amount of such bid Larry Fournier, Mayor Judy Hudson, Clerk CADocuments and Settings\Tami\Local Settings\Temporary Internet Files\Content.IE5\U1G3Y5A5\ot356resAppPlansOrdAd.doc CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2004-31 RESOLUTION APPROVING VACATION OF A PORTION OF A DRAINAGE AND UTILITY EASEMENT, CITY OF OTSEGO, COUNTY OF WRIGHT- OUTLOT A, WATERFRONT SECOND ADDITION WHEREAS, the City of Otsego has received a request to vacate the above-described portion of a drainage and utility easement from one of the affected property owners, 5 Heirs, LLC; and WHEREAS, the Otsego City Council, on its own motion, ordered a public hearing on the proposed vacation; and WHEREAS, those portions of the established drainage and utility easement to be vacated are described as follows: See attached Exhibit A. WHEREAS, the City Council has determined that vacating said portion of the above described drainage and utility easement would be in the public interest; and WHEREAS, the City of Otsego having considered testimony related to the proposed vacation of that portion of the drainage and utility easement so described; and WHEREAS, the City Council ordered a public hearing and meeting to act upon said proposed vacation at 6:30 p.m. on the 14th day of June, 2004, at the Otsego City Hall; and WHEREAS, all legal requirements regarding giving notice have been satisfied; and WHEREAS, the City Council did meet on the 14th day of June, 2004, at the Otsego City Hall and heard all parties interested therein, and; WHEREAS, it now appears to the Otsego City Council that such portion of said drainage and utility easement serves no useful purpose; NOW, THEREFORE, the City Council of the City of Otsego, Wright County, Minnesota, hereby orders: 1. That the portion of the drainage and utility easement located in the City of Otsego, Wright County, Minnesota, described as follows: See attached Exhibit A. is hereby vacated. 2. The City Council hereby determines that vacation of said portion of a drainage and utility easement shall cause no damage to any abutting or nearby property owners and therefore no damages are awarded to any such property owners. Motion for adoption of resolution by , seconded by at the meeting of the Otsego City Council on the 14th day of , 2004. IN FAVOR: OPPOSED: Judy Hudson, City Clerk 2 CITY OF OTSEGO Larry Fournier, Mayor EXHIBIT A A 20.00 foot wide easement for drainage and utility purposes over across and under Outlot A, WATERFRONT SECOND ADDITION, which lies East of the West 10.00 feet of said Outlot A and the centerline of said easement is described as follows: Commencing at the southwest corner of said Outlot A; thence North 0 degrees 18 minutes 43 seconds West, along the West line of said Outlot A, a distance of 90.56 feet to the Point of Beginning of said centerline; thence South 49 degrees 36 minutes 02 seconds East, a distance of 51.45 feet to the southeasterly line of said 20.00 foot wide drainage and utility easement and said centerline there terminating. ITEM 7.9 MEMO Date: June 9, 2004 To: Mayor & Council From: City Administrator Mike Robertson Re: Proposed 2004 Improvement Bond Enclosed is an update on the proposed 2004 Improvement Bond. Council had directed staff to look into borrowing the funds needed to construct the Quaday Avenue and MacIver Avenue Improvements in 2004. The Quaday Avenue Improvement is estimated at $2,155,000 and the MacIver Avenue Improvement is estimated at $2,500,000. MacIver Avenue Improvement - After reviewing the proposed improvements, Paul Donna of Northland Securities, the City's bonding advisor, has determined that the MacIver Avenue Improvement can not be bonded for because it does not meet the State requirement of having a minimum of 200 of the project costs assessed. This is because the City is financing the majority of the costs of the MacIver Improvement through Road Access fees paid by the developers. Unfortunately the Road Access fees do not count as assessments under Minnesota State law. The alternative for the City is to fund the MacIver Improvement internally, using the Capital Improvement Fund and the MSA Fund to do so. Those funds total $2,788,643 currently. That would be more than sufficient to fund the City portion of the MacIver Avenue Improvement. We also have $283,000 in MacIver Avenue Street Access fees that we have received so far from developers. Quaday Avenue Improvement - I have enclosed Paul Donna's estimate of how the financing would work for the Quaday Avenue Improvement if it was done today. He estimates that the interest rate would average 4.02% on a ten year bond. We recommend that the City borrow $1,675,000. This will pay for every part of the improvement not paid for by the Federal Grant of $530,000. The bond will be paid off by a combination of assessments paid by the benefiting property owners, and SAC/WAC fees, Park fees, and Storm Sewer fees paid for by development. If Council authorized a bond sale for the Quaday Avenue Improvement on June 14, 2004 the bond sale would take place the morning of July 12, 2004 and the funds would be available shortly thereafter. Alternatively, the Council can wait until the bids are received and the authorize the bond sale amount based on the bid. 2 Scenario A $1,675,000.00 City of Otsego, Muinesota General Obligation Improvement Bonds, Series 2004A I (Quaday Avenue Improv Total Issue Sources And Uses Dated 07/01120041 Delivered 07/01/2004 Assessed WAC & SAC Park Stone Sewer Federal Issue Summary Sources Of Funds Paz Amount of Bonds 5635,000.00 5275,000.00 $50,000.00 5715,000.00 - S1,675,000.00 Planned Issuer Equity contribution - - 530,000.00 530,000.00 Total Sources 5635,000.00 5275,000.00 S50,000.00 S715,000.00 $530,000.00 52,205,000.00 Uses Of Funds Deposit to Project Construction Fund 614 991.00 265 902.00 47,294.00 695,601.00_ 530,000.00 2,153,788.00 Costs of issuance 10,065.20 4,358.96 792.55 11,333.29 - 26,550.00 Total Underwriters Discount (1.300%) 8,255.00 3,575.00 650.00 9,295.00 - 21,775.00 Rounding Amount 1688.80 1164.04 1,263.45 (1,229.29) - 2,887.00 Total Uses 5635,000.00 $275,000.00 550,000.00 5715,000.00 5530,000.00 52,205,000.00 ........... ---G.O.-Imps:ema BcnG32015/C=M-1-10:52: Scenario A $1,67,000.00 City of Otsego, Minnesota General Obligation Improvement Bonds, Series 2004A I (Quaday Avenue Improv Debt Service Schedule Date Principal Coupon Interest Total P+I Fiscal Total 07/01/2004 - - - 12/15/2004 - - - - 06/15/2005 - - 59,492.88 59,492.88 - I2/15/2005 120,000.00 2.200% 31,130.00 151,130.00 210,622.88 06/15/2006 - - 29,810.00 29,810.00 - 12/15/2006 150,000.00 2.700% 29,810.00 179,810.00 209,620.00 06/15/2007 - - 27,785.00 27,785.00 - 12/15/2007 155,000.00 3.100% 27,785.00 182,785.00 210,570.00 06/15/2008 - - 25,382.50 25,382.50 - 12/152008 160,000 00 3.400% 25,382.50 185,382.50 210,765.00 06/15/2009 - - 22,662.50 22,662.50 - 12/15/2009 165,000.00 3.650% 22,662.50 187,662.50 210,325.00 06/15/2010 - - 19,651.25 19,651.25 - 12/15/2010 175,000.00 3.950% 19,651.25 194,651.25 214,302.50 06/15/2011 - - 16,195.00 16,195.00 - 12/15/2011 175,000.00 4.150% 16,195.00 191,195.00 207,390.00 06/15/2012 - 12,563.75 12,563.75 - 12/15/2012 185,000.00 4.250% 12,563.75 197,563.75 210,127.50 06/15/2013 - - 8,632.50 8,632.50 - 12/152013 190,000.00 4.350% 8,632.50 198,632.50 207,265.00 06/152014 - 4,500.00 4,500.00 - 12/152014 200,000.00 4.500% 4,500.00 204,500.00 209,000.00 Total $1,675,000.00 - S424,987.88 S2,099,987.88 - Dated 7/01/2004 Delivery Date 7/01/2004 First Coupon Date 6/15/2005 Bond Yew Dollars S10,578.06 Average Life 6.315 Years Average Coupon 4.0176371% Net Interest Cost (NIC) 4.2234877% True Interest Cost (TIC) 42288977% All Inclusive Cost (AIC) 4.5281782% IRS Form 8038 Net Interest Cost in Dollars 424,987.88 Weighted Average Maturity 6.315 Years Bond Yield for Arbitrage Purposes 3.9882900% MO. Improvement Bonds 20 161812004 1 10:52 AM Hakanson Anderson Assoc.,Inc. CONTRACT CHANGE ORDER Project: City of Otsego Project 03-05, Municipal Wells #4 & #5 Owner: City of Otsego To: Mark J. Traut Wells, Inc. (Contractor) ITEM 7-10 Order No. 4 Date: June 14, 2004 You are hereby requested to comply with the following changes from the contract plans and specifications: Description of Changes INCREASE DECREASE In Contract Price in Contract Price Bid Schedule "B"- Well #5 1. Delete Line Item #21, Set 12" Casing, 417 LF $ 16,680.00 $ 40.00/LF 2. Add Line Item #21-A, Set 14" Casing, 417 LF $ 20,124.40 $ 48.26/LF $ 20,124.40 1 $ 16,680.00 Totals Net Chanqe in Contract I $3,444.40 Original Contract Amount $ 269,415.00 Previous contract changes, Change Order # 1 to # 3 $ 151,286.40 Prior approved contract amount $420,701.40 Total contract including this and previous change orders $424,145.80 \\Ha0/\Shared Docs\Munlcipal\AOTSEGO\515\CONSTRUCTION CORRESPONDENCE\OT515 CHANGE ORDER NO.4.doc Justification: (All items) The MDH approved a variance for increasing the inner casing from 12" to 14". This will allow the City to increase the pump column pipe from 6" to 8" in the future if additional ^mow is desired. Due to the change order, the contract period will be: NONE Original contract period: Substantial completion by December 25 2003. Change contract period from previous Change Order 120 Days Contract period including this and all previous change orders Substantial Completion by April 25, 2004. This document will become a supplement to the contract and all provisions will apply hereto. Recommended: (Owner's Architect/E gine r Accepted: ontractor) Approved by: For the Owner (Name and Title) /0 -/—U Date 6-3,04 Date Date This information will be used as a record of any changes to the original construction contract. \\Ha01\Shared Docs\Municipal\AOTSEGO\515\CONSTRUCTION CORRESPONDENCZOT515 CHANGE ORDER NOA.doc ITEM 7-11 Order No. 1 Hakanson Anderson Date: June 14, 2004 ®■ Assoc., l nc. CONTRACT CHANGE ORDER Project: City of Otsego Project 04-07, Municipal Wells #6 Owner: City of Otsego To: Mark J. Traut Wells, Inc. (Contractor) You are hereby requested to comply with the following changes from the contract plans and specifications: Description of Changes INCREASE DECREASE In Contract Price in Contract Price Bid Schedule "B"- Well Pump, Piping and Appurtenances 1. Delete Line Item #27, 6" Drop Pipe, 200 LF $ 3,500.00 CcD $ 17.50/LF 2. Add Line Item #27-A, 8" Drop Pipe, 200 LF $ 10,000.00 CcD $ 50.00/LF 3. Add Line Item #28-A, Upgrade 18" Pitless Adapter $ 8,452.00 For Flowinq Well, Lump Sum @ $ 8,452.00/LS $ 18,452.00 ( $ 3,500.00 Totals Net Chanqe in Contract 1 $ 14,952.00 Original Contract Amount $ 216,480.00 Previous contract changes, Change Order # 1 to # 3 $ 0.00 Prior approved contract amount $216,480.00 Total contract including this and previous change orders $231,432.00 \\Ha01\Shared Docs\Mun¢ipaIW.OTSEGO\519\CONSTRUCTION\07519 CHANGE ORDER NO.t.doc Justification: (All items) Upon drilling the well, it was discovered that the well was a flowing (artesian) well. The pitless adapter for a flowing well is more complex and expensive than a standard well. Also, since the capacity of this flowing well could be much higher than the expected standard well, we ,.reased the drop pipe assembly from 6" to 8". Due to the change order, the contract period will be: NONE Original contract period: Substantial completion by June 24 2004. Change contract period from previous Change Order NONE Contract period including this and all previous change orders Substantial Completion by June 24, 2004. This document will become a supplement to the contract and all provisions will apply hereto. Recommended: (1l er's Architect/Engineer) Accepted: i Contractor) Approved by: For the Owner (Name and Title) /-� d� Date 9 —CA Date Date This information will be used as a record of any changes to the original construction contract. \\HaOi\Shared Docs\Mun upaIWOTSEGO�519\CONSTRUCTION\OT519 CHANGE ORDER NO.t.doc Michael C. Couri» Andrew J. MacArthur Robert T. Ruppe— David R. Wendorf *Also licensed in Illinois "Also licensed in California June 10, 2004 City Council Members City of Otsego c/o Judy Hudson, City Clerk 8899 Nashua Avenue NE Otsego, MN 55330 CO URI, MACAR THUR & R UPPE, P.L.L.P. Attorneys at Law 705 Central Avenue East PO Box 369 St. Michael, MN 55376-0369 (763) 497-1930 (763) 497-2599 (FAX) couriandmacarthur@pobox.com RE: Draft Developer's Agreement- Waterfront East Dear Council Members: Please find attached a rough draft of a Developer's Agreement for Waterfront East. Most of the numbers are left blank in this Agreement which follows the general format of the previous agreement. The numbers will be based upon the results of the Feasibility Study for the project which will be presented by the City Engineer at Monday's meeting. Also, the numbers will depend upon decisions that the Council will make in reference to various requests made by the Developer which I assume will be discussed at the Monday City Council meeting. It is my understanding that the Developer has requested that the public improvements within the Plat be constructed as a City project and assessed back against the property as was done for the Waterfront West project. The Agreement is written so as to provide for this but does not include the terms and conditions of the assessment, the number of years and interest rate as well as year that the assessment will be placed on the tax rolls. These are decisions which will have to be made by the Council. Security amounts for private improvements cannot be determined until the Developer submits costs and bids for review. Issues related to coordination between grading, construction of public improvements and construction of private improvements may also have to be addressed in the Developer's Agreement. Letter to Otsego City Council June 10, 2004 Page 2 Other decisions that the Council may have to consider are the status of the proposed trail along the river, whether or not it will be a City trail, what it will be constructed of and who will be responsible for repair and maintenance. The City will also have to determine the nature and extent of drainage and ponding easements over the Outlot. Additionally, Quantrelle Avenue has not yet been turned over to the City. This must be done as soon as possible to allow City construction without complications and to alleviate any problems with recording of the Plat. I will be available to further discuss these matters at the Monday evening Council meeting. Very truly -yours, 6�drew J. acA COURI, MACARTIIUR & RUPPE Encl. cc: Dan Licht, City Planner Ron Wagner, City Engineer Bob Fields, Landcor ROUGH DRAFT- June 9, 2004 DEVELOPMENT AGREEMENT OTSEGO WATERFRONT EAST ADDITION THIS AGREEMENT, entered into this _ day of , 2004, by and among LANDCOR, INC., a Minnesota Corporation hereinafter referred to as the "DEVELOPER", and the CITY OF OTSEGO, a municipal corporation located in Wright County, State of Minnesota, hereinafter referred to as "CITY" WITNESSETH: WHEREAS, DEVELOPER is the DEVELOPER and OWNER and OWNER is the fee owner of a parcel or parcels of land described in Exhibit "A", attached hereto and incorporated herein by reference, which parcel or parcels of land are proposed for development as a subdivision and a Planned Unit Development ("PUD") in the CITY, and which subdivision is intended to bear the name "OTSEGO WATERFRONT SECOND ADDITION" and may sometimes hereinafter be referred to as the "Subject Property." 1. Request for Plat Approval. The Developer has requested that the City approve a plat entitled OTSEGO WATERFRONT EAST ADDITION referred to in this Agreement as "the Plat") and legally described as follows: (See attached Exhibit A) With regard to such parcel of land, Developer has requested approval of the plat of OTSEGO WATERFRONT EAST ADDITION which is zoned Planned Unit Development and is subject to a PUD Development Stage Plan as approved by the City on , 2004. 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developers enter into this Agreement, furnish the security required by it, and record the plat with the Wright County Recorder or Registrar of titles within one hundred (100) days after the City Council approves the final plat. Any restrictive covenants for the subject subdivision shall be submitted to the City Attorney for approval and shall be recorded prior to sale of any lots within the plat. 3. Right to Proceed. Within the plat or land to be platted, the Developers may not grade or otherwise disturb the earth, remove trees, construct 1 sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties and filed with the Zoning Administrator, and all conditions contained in the Agreement have been met, 2) the necessary security has been received by the City, 3) the plat has been recorded with the Wright County Recorder's Office, 4) Developers have initiated and attended a pre -construction meeting with the City Engineer, and 5) the Zoning Administrator has issued a letter that all conditions have been satisfied and that the Developers may proceed; or until such time as approval to commence earlier construction is specifically approved by the City, and Developers have fully complied with all conditions set forth by City staff. 4. Phased Development. If the plat is a phase of a multi -phased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges referred to in this Contract are not being imposed on outlots in the plat that are either designated in an approved preliminary plat for future subdivision into lots and blocks or conveyed to the City. Park charges will be calculated and imposed when the outlots are final platted into lots and blocks. 5. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 6. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current metropolitan urban service area, or official controls except changes in fees and dedication requirements, shall apply to or affect the use, development density, lot size, setbacks, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 7. Development Plans. The plat shall be developed in accordance with the plans attached to this Agreement and the conditions stated below. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: 0) Plan A Final Plat, OTSEGO WATERFRONT EAST ADDITION dated , 2004, prepared by Loukes Associates. Plan B Grading, Drainage, Erosion Control Plan, dated 2004, prepared by Loukes Associates. Plan C Plan D Plan E 8. Improvements. The Developers shall ultimately install or cause to be installed and pay for the following: A. Streets (including portions not within the Plat) B. Street lights C. Site grading D. Underground utilities (except for utilities within City right of way) E. Setting of lot and block monuments F. Construction surveying and staking outside of City, County and MNDOT right of ways. Improvements shall be installed in accordance with City standards, ordinances, and the plans furnished to the City and approved by the City Engineer. The Developers shall obtain all necessary permits before proceeding with construction. The City shall provide adequate field inspection personnel to assure acceptable quality control, which will allow certification of the construction work. The City may, when reasonably required to do so and at the Developer's expense, have one (1) or more City inspectors and a soil engineer inspect the work. Within thirty (30) days after the completion of the improvements and before any security is released, the Developers shall supply the City with a complete set of reproducible "as built" plans and two (2) complete sets of blue line "as built" plans prepared in accordance with City standards. Before the security for the completion of utilities is released, iron monuments shall be installed in accordance with Minnesota Statutes 505.02. The Developer's surveyor shall submit a written notice to the City certifying that the monuments are installed. 9. Planned Unit Development. The City has rezoned the property to Planned Unit Development, and approved a development stage plan for the property and a final plan for . The zoning district requirements for the , apply to the property except for the modifications 3 approved in the plat, this Development Contract, and the plans, exhibits, and reports referred to or attached to this Development Contract. 10. Right of Entry. The Developers hereby grant to the City, its agents, employees, officers and contractors a right of entry to enter the plat to perform any and all work and inspections necessary or deemed appropriate by the City during the installation of improvements by Developers or the City, or to make any necessary corrective actions necessary by the City. Except in emergency situations, as defined by the City, the City shall give the developers five (5) business days notice stating the deficiencies and necessary corrections prior to making any corrective action. Said right of entry shall continue until the City finally accepts the improvements. 11. Time of Performance. The Developer shall install all required private improvements by July 1, 2005. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 12. Erosion Control. After the site is rough graded, but before any utility construction is commenced or further building permits are issued, the erosion control plan, Plan B, shall be implemented by the Developers and inspected and approved by the City. If the City Engineer determines that it would be unreasonable to require full implementation of the erosion control plan prior to utility construction or issuance of certain building permits, he shall state in writing what construction can take place and what particular building permits can be issued prior to full implementation. The City may impose additional erosion control requirements if, in the opinion of the City Engineer, they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. If the Developer does not comply with the erosion control plan and schedule or any supplementary instructions, the City may, with reasonable notice, take action as it deems appropriate. 13. Grading Plan. Plat grading shall be in accordance with the grading plan. Ponds, swales, and ditches shall be constructed on public easements or land owned by the City. Within thirty (30) days after completion of grading and before any security release, the Developers shall provide the City with an "as built" grading plan including certification by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements, or land owned by the City. "As built" plans shall include field- verified elevations of the following: A. Cross sections of ponds B. Location and elevations of swales and ditches C. Lot corners and building pads al Occupancy permits shall not be issued until the grading and drainage plan is certified as set forth above. 14. Clean Up. The Developers shall promptly clean any and all dirt and debris from streets resulting from construction work by the Developers, their agents or assigns. 15. Ownership of Improvements. Upon completion of the work and construction required by this Agreement, improvements lying within public easements shall become City property without further notice or action. 16. Sewage Treatment and Water Service. No occupancy permit for any newly constructed building in the plat will be issued by the City unless the City Building Official has inspected and approved the sewer and water hookups to the building. 17. Petition for Improvements (Petition Items). DEVELOPER and OWNER herein petition the CITY to construct as a part of the City's Improvements Project No. 2004- and/or any other CITY project deemed appropriate by the CITY the improvements referred to in Exhibit `B" and described herein in generalized language as "Petition Items". Said Exhibit `B" is attached hereto and incorporated herein by reference as though fully set forth. The City project will include construction of a portion of a public street extending from Quantrelle Avenue to the Plat and construction of a box culvert and retention ponds within the Plat, the ponds to be located on Outlot A of the Plat, and all sanitary sewer and water lines within the Plat whether on the private street, on private parking lots or within public rights of way. 18. Waiver. DEVELOPER and OWNER waive all right to a public hearing, any irregularities in proceedings and other statutory rights granted to a property owner under Chapter 429 of Minnesota Statutes as the said rights therein granted relate to those Petition Items improvements described in Exhibit `B" hereto, including those that are a part of Otsego Project No.2004_ provided the costs of said improvements are consistent (within 10% of the cost estimates) with the cost estimates as shown on Exhibit "C" of this Agreement, and as contained in the Engineer's approved Feasibility Report for said project.. 19. Petition Items — Project. CITY shall construct as part of its CITY Improvement Project No. 2004- all of the Petition Items as shown on Exhibit "B" pursuant to its regular methods of making public improvements. DEVELOPER and OWNER agree that special assessments for such Petition Items (the "Assessments") may be levied by the CITY, without DEVELOPER'S or 5 OWNER'S objection, after construction is commenced in accordance with Chapter 429 of Minnesota Statutes and that CITY may recover its costs and expenses (including legal, project management, administrative and engineering), provided said special assessments shall be levied in the amount or lesser amount of the respective cost of such Petition Items. The Assessments shall be payable in equal principal and interest installments as determined by CITY over a period of years, computing said interest pursuant to CITY standard policies, with the first installment coming due commensurate with the assessment for payable real estate taxes and Special Assessments. 20. Petition Items — Surety. It is anticipated that CITY'S debt service each year during the referred assessment period for the cost of the Petition Items shown in Exhibit `B", that portion of which benefits the Subject Property, will require an estimated payment from CITY to its bondholders as indicated on Exhibits " " attached hereto. It is intended that OWNER shall make (or cause to be made) sufficient payments of the said special assessments on Subject Property that CITY'S cash flow will be unaffected by said improvement project. OWNER herein agrees that it will actually pay (or cause to be paid) sufficient amounts of said special assessments each year, if not already paid in prior years, for properties lying within the plat of the Subject Property to enable CITY to pay the required debt service payment shown on Exhibits " " when due. To determine the actual amount, as opposed to the estimated amount, to be paid by the parties, the principal amounts shall be added to the interest amounts, for the subject improvement project, as shown on the tax statements for lots lying within the Subject Property less credit for prepayments made therefor. DEVELOPER and OWNER shall post an irrevocable "Letter of Credit" or a cash bond in the amount of 100% of the Special Assessment. If there is a default in payment of any installment of any of the Assessments on the OWNER'S parcels, the CITY may give written notice of default to the OWNER, and if the delinquent installment (including penalties and interest) is not paid within 10 days after the notice, the City may draw upon the defaulting party's surety so that CITY'S cash flow will be unaffected by said improvement project. DEVELOPER and OWNER herein agree that they will actually pay (or cause to be paid) sufficient amounts of said special assessments each year, if not already paid in prior years, for properties lying within the plat of the Subject Property that is their responsibility as shown on Exhibit " " to enable CITY to pay the required debt service payment shown on said Exhibit D when due. To determine the actual amount, as opposed to the estimated amount, to be paid by OWNER, the assessment amounts shall be added to the interest amounts, for the subject improvement project, as shown on the tax statements for lots (including R outlots) lying within the Subject Property, less credit for prepayments made therefor. Any deficiencies in the amount paid by OWNER for special assessments causing a shortage of funds with which CITY may timely pay the required debt service payment shall be supplemented with funds withdrawn by CITY from the OWNER'S approved letters of credit or from letters of credit provided by subsequent purchasers of lots within the Plat, or other surety furnished to CITY as the case may be. Any of said surety or guaranty of funds referred to herein that are withdrawn will be used by CITY for payment of its herein -referred debt service payment when due. Upon OWNER paying the delinquent special assessments, CITY will repay to the appropriate surety, to the extent that the delinquent special assessments have been paid, the surety monies withdrawn, less any costs incurred by CITY in conjunction with the said delinquent special assessments. OWNER shall provide CITY with cash, letter of credit or other surety, with the form of any non-cash surety to be satisfactory to CITY, in the amount of 100% of the estimated cost of the Petition Items which are to be constructed as part of Project No. . See calculations below: Otsego Total estimated cost of Petition Items for surety calculation purposes Surety Requirement The said 100% surety is the guarantee referred to earlier in this paragraph that sufficient revenue is annually produced by the payment of special assessments to enable CITY to pay the required debt service payment, which debt service payments relates to the Subject Property development. 21. On and Off -Site Improvements/Escrow Items: Surety. DEVELOPER and OWNER shall perform all on and off-site improvements on the Subject Property set forth on Exhibit "D" as Escrow Items. OWNER will provide CITY, as a second and independent surety from the surety described in # above, with cash, approved letter of credit or other surety satisfactory to the CITY in the sum of $ , which figures represent 100% of the estimated cost of said Escrow Items. The said surety shall be a guaranty to CITY that the installation, completion and on-going maintenance of the Escrow Items by DEVELOPER and OWNER will be timely performed and permanent improvements completed to the City's satisfaction, on or before June 1, 2005. The said cash, letter of credit or other surety for Escrow Items shall be released upon certificate of the Engineer of CITY that such items have been satisfactorily completed pursuant to this Agreement. Periodically, as payments are made by OWNER for the completion of portions of the project described under "Escrow iA Items" and when it is reasonably prudent, the DEVELOPER or OWNER may request of CITY that the surety be reduced for that portion of the OWNER'S project which has been fully completed and payment made therefor. Escrow items sureties shall be submitted by DEVELOPER for OWNER, as follows: Otsego $ ( ) 22. Surety Release — Petition Items. DEVELOPER and/or OWNER may request of CITY, and upon verification of the condition hereinbelow described, CITY shall grant a reduction or release of the respective party's sureties, as the case may be, as follows: A. When other acceptable sureties are furnished to the City to replace prior sureties, such as the sale of a lot to a new OWNER, wherein the new owner becomes a party to the this Agreement by being a successor in interest to OWNER, and the new owner provides CITY with an acceptable surety based upon a pro -rata (per square foot). B. When, upon closing of sale of any lot to a new OWNER, payment of one year's installment of special assessment to CITY is made. C. When a building is completed on any lot within Subject Property, and one year's of installment of special assessments on a pro -rata (per square foot) basis has been paid to CITY at closing, and a Certificate of Occupancy is issued for that building, the surety shall be released by the CITY on a pro - rata (per square foot) of the assessments. D. No reduction shall be made which would result in the surety held being less than fifteen percent (15%) of the original surety amount for the Petition Items until the final costs are known and assessed. 23. Surety Deficiency. In the event that the respective sureties are ever utilized and found to be deficient in amount to pay or reimburse the CITY in total on the OWNER'S parcels, as the case may be, OWNER agrees that upon being notified by the CITY of such deficiency, the OWNER will pay the said deficient amount or provide additional surety within fourteen (14) days of the mailing of said billings. If there should be an overage in the amount of utilized security CITY will, upon making said determination, refund to the OWNER any monies or surety which CITY has in its possession, which are in excess of the surety needed. 24. Abandonment of Project — Costs and Expenses. In the event the OWNER should abandon it's proposed development of the Subject Property, CITY'S costs and expenses for the preparation of the feasibility report, and plans and specifications and all other costs expended by CITY which are associated with Otsego Project No.2004-_(other than costs included in the Assessments) shall be paid by OWNER. Sureties have been provided as follows: PURPOSE AMOUNT Costs associated with preparation $ of feasibility report, plans and specifications and drafting Developer's Agreement If the development is abandoned, the CITY may withdraw funds from the above - referenced deposit or surety for the purpose of paying their costs referred to in this paragraph. The said escrow funds will be released by CITY upon the OWNER providing satisfactory sureties for the Petition Items referred to in Exhibit "C". If the surety is inadequate to cover costs actually accrued by the City, DEVELOPER and/or OWNER shall be responsible for reimbursement to CITY of all such costs above the security. 25. Owner to Pay All Costs. It is understood and agreed that amounts set forth in this Agreement as costs, unless specifically specified as fixed amounts, are estimated. DEVELOPER and OWNER agree that OWNER will pay the actual costs, provided the costs are consistent with the feasibility reports and preliminary cost estimates as determined at the time of assessment roll, associated with the proposed development together with platting costs, interest, administrative, engineering and legal costs with respect to their respective parcels, unless and to the extent same are included in the assessment. 26. Payment of Special Assessments. The special assessments levied for CITY Project NO. 2004- or any other CITY project previously levied, or to be levied as a part of activating previously deferred assessments, if any, against the Subject Property, or portion thereof, may be assumed by the new purchaser of the Subject Property, or portion thereof, upon the sale or transfer of any fee ownership interest in the Subject Property. OWNER, unless the new purchaser has submitted its own sureties as allowed, however, shall maintain the sureties required under Sections and hereof for the purpose of guaranteeing CITY cash flow in the event the special assessments are not timely paid. At such time as a lot has been developed with a building or buildings to which a Certificate of ' Occupancy has been issued, or the Assessments on such lot have been paid in full, OWNER, or in the case of a new owner, shall be released for that lot, from the 6 security requirement in Section hereof. Said release shall be made pursuant to Section hereof. If only a portion of the Subject Property is transferred, the new purchaser may assume the special assessments attributable only to that portion which is being sold or transferred subject to OWNER maintaining the surety required in Section of this agreement until such time as a building is constructed thereon and the Certificate of Occupancy issued therefor or the surety is released as provided in Section of this Agreement. In the event the OWNER wishes to convey a lot(s) and to receive certification that the assessments therefor have been fully paid, prior to completion of Project No. 2004-_ and the assessment therefor, said party shall provide CITY a cash surety deposit in amount equal to one hundred percent (100%) of the estimated special assessments for lots or the lots that the party seeks to convey. The said surety deposit made by the OWNER for the Petition Items shall be retained in full until the final project costs and results of said assessments are determined. The CITY, upon receipt of said payment for a particular lot or lots shall then, upon request, certify within any special assessment search relating to said lot(s) that such lot(s) have been fully assessed for said Project, pursuant to this DEVELOPER'S AGREEMENT, and that no further assessments will be made to said lot(s) for the improvements comprehended or being constructed under Otsego Project No 2004- After determination of the final cost of the project to be assessed, the assessment to the extent same is not part of the Special Assessments, shall be paid out of the said surety deposit and any overage paid by the OWNER will be returned; if there should be any shortage in the amount paid, the OWNER shall immediately pay the CITY the difference between the amount previously paid and the amount of the assessments for the particular lot(s). Payment shall be made within thirty (30) days of the billing of the OWNER. The City may draw upon any surety deposit made by the OWNER if the OWNER fails to pay the billed amount within thirty (30) days of said bill. 27. Maintain Public Property Damaged or Cluttered During Construction. DEVELOPER and OWNER agree to assume full financial responsibility for any damage which may occur to public property including, but not limited to, street, street sub -base, base, bituminous surface, curb, utility system including, but not limited to, watermain, sanitary sewer or storm sewer when said damage occurs as a result of the activity which takes place during its respective development of the OTSEGO WATERFRONT EAST, except for damage caused by CITY, its employees, agents or contractors. OWNER further agree to pay all costs required to repair the streets and/or utility systems damaged or cluttered with debris when occurring as a direct or indirect result of the construction that takes place on the lots within OTSEGO WATERFRONT EAST. In the event DEVELOPER or OWNER'S fail to maintain or repair the damaged public property referred to aforesaid, CITY may, upon notifying said party undertake making or causing it to be repaired or maintained. When CITY undertakes such 10 repair, DEVELOPER or OWNER shall reimburse CITY for all of its expenses within fourteen (14) days of its billing to the respective party in which repair was required. If DEVELOPER or OWNER fail to pay said bill within fourteen (14) days, the Escrow Items surety shall be responsible for reimbursing CITY therefor. 28. Temporary Easement Right to Install Improvements. DEVELOPER and OWNER, by signing this Agreement, give the CITY, Project Manager and its selected subcontractor's the right of access on all of the Subject Property to install the sanitary sewer, water, drainage and ponding, utility and street improvements referred to herein. Said temporary easement shall continue in force and effect until such time as any warranty period for the improvements constructed by the City has terminated. It is anticipated that DEVELOPERS will file the plat of OTSEGO WATERFRONT EAST on or before , 2004, which plat will permanently provide right-of-way for the required streets and utilities. 29. City Engineering Administration and Construction Observation, And Legal And Administrative Fees Escrow. The Developers shall pay a fee for consulting engineering administration. City engineering administration will include monitoring of construction, observation, consultation with Developers and their engineer on status or problems regarding the project, monitoring during the warranty period and processing of requests for reduction in security. The escrow established herein applies to that portion of both public and private improvements which will be constructed by Developer or its contractors. Fees for this service shall be three percent (3%) of the estimated construction cost of the improvements to be inspected, assuming normal construction and project scheduling. The Developers shall pay for construction observation performed by the City's consulting engineer. Construction observation shall include part or full time inspection of public improvements and will be billed on hourly rates estimated to be five percent (5%) of the estimated construction cost of the improvements to be inspected. In the event of prolonged construction or unusual problems, the City will notify the Developers of anticipated cost overruns for administration and observation services. The escrow account shall include estimated fees for Administrative and Legal expenses and Signs and shall be established at the time that improvements are commenced. No further use of the lots within the plat may commence or continue until escrow in an amount approved by the City is posted with the City. The escrow amount shall be submitted to the City at the time that further development within the plat is undertaken or at the date that the deferment granted herein terminates, whichever is sooner. All administrative and legal fees related to plan review, drafting of the Developer's agreement and any other necessary items shall be paid to the City prior to execution of the plat and Developer's Agreement. Any amounts not utilized from this escrow fund shall be returned to the Developers 11 when all improvements have been completed, all financial obligations to the City satisfied, and any required "as built" plans have been received by the City. An estimate of the proposed escrow is set forth. The estimate is based upon current engineering and fee projections and is a minimum estimate. ESCROW (CASH) Legal service (1 % of $ ) $ City Administration (I% of $ ) $ City Construction Administration and Utility and Street Inspection ( 8% of $ Trunk Water and Sewer Access Fees 1. Trunk Sewer (SAC) 2. Trunk Water (WAC) Trunk Storm Water Management Impact Fees Park and Trail Dedication Fee Street and Traffic Control Signs (___ Signs x $150.001 Sign) TOTAL ESCROW- CASH To be determined at time of development. To be determined at time of development. To be determined at time of development. 0 30. Drainage. The Developers shall fully comply with the Grading, Utility and Erosion Control Plan (Plan The City has established a fee for the impact of the Plat upon storm water drainage within the watershed. The fee is based upon engineering studies completed by the City. The established fee for Storm Water Management within the Plat is: 31. Security. To ensure compliance with the terms of this Agreement and construction of all public improvements, the Developers shall furnish the City with "security" in the amount of $ , said amount calculated as follows: Site Grading, Erosion and Sediment Control and Wetland Protection $ IV) Sanitary Sewer- Lateral Sewer $ Watermain- Lateral $ Storm Sewer- Lateral $ Engineering and Surveying Construction Services $ Utilities $ NA Street Lights (by Elk River Utilities) $ NA TOTAL The issuer and form of the security shall be subject to City approval, and shall be substantially in the form(s) attached hereto as Exhibit . The security shall be for a term ending June 1, 2005. The City may draw down the security for any violation of the terms of this Agreement, or upon receiving notice of the pending expiration of the security. It shall be the responsibility of the Developers to inform the City at least thirty (30) days prior to expiration of the security of the impending expiration and the status of the project relative to the security and this Agreement. If, for whatever reason, the security lapses prior to complete compliance with this Agreement, the Developers shall immediately provide the City with either an extension of the security or an irrevocable letter of credit of the same amount upon notification of the expiration. If the required improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw down the security. If the security is drawn down the proceeds shall be used to cure any default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval, the security may be reduced from time to time down to the amount of any warranty security required by the City Engineer and based upon estimates of the actual costs of improvements required to be constructed. It shall not be reduced below this amount until such time as an Irrevocable Letter of Credit in the amount of the warranty as determined by the City Engineer shall be posted with the City as set forth in paragraph of this Agreement. Notwithstanding the posting of warranty security, the security shall not be reduced below twenty five percent (25%) of the actual cost of all improvements to be constructed. Said twenty five percent (25%) shall be retained until all improvements have been completed, all financial obligations to the City satisfied (which includes posting of warranty security), and any required "as built" plans have been received by the City. 13 This security amount shall be submitted to the City prior to execution of the plat and Developer's Agreement. All administrative and legal fees related to plan review, drafting of the Developer's agreement and any other necessary items shall be paid to the City prior to execution of the plat and the Developer's Agreement. The security for this Agreement shall be an Irrevocable Letter of Credit in the amount of $ 32. Landscaping. The Developers shall submit to the City for approval, prior to or at the time the deferment period ends a Landscaping Plan. Said plan shall be reviewed and approved by the City and thereafter the Developer shall be responsible for full and complete implementation of the plan. In order to insure compliance with the Plan, Developer shall submit to the City security to insure implementation of the Plan in an amount, term and form to be determined by the City. Security for landscaping shall be an Irrevocable Letter of Credit in the amount of $ Said security may be used to cure any deficiency in the Landscape Plan, and to insure any warranties required by the City. If the landscaping is not timely completed, the City may enter the lot, perform the work, and apply the security toward the cost. Upon satisfactory completion of the landscaping, the security, without interest and less any draw made by the City, shall be returned to the Developer or any other person who established the security for the benefit of the City. The Developer, or owner of each lot providing any trees, grass, seed, and sod shall maintain said plantings and warrant them to remain alive, of good quality and disease free for twelve (12) months after planting. Any replacement shall be warranted for twelve (12) months from the time of planting. The Developer or owners shall post security, as set forth above, to the City to secure these warranties. 33. Warranty. The Developers warrants all work required to be performed by it against poor material and faulty workmanship for a period of one (1) year after its completion and acceptance by the City. The amount of posted warranty security for any public improvements to be posted by the Developers shall be in the amount of $ . The amount, has been determined by the City Engineer, and is based upon the costs of the raw materials and labor, which would be necessary to correct the most common deficiencies in such public improvement. Calculations for the Warranty Letter of Credit and other Escrow and Security are set forth on the attached Exhibit 34. Claims. In the event that the City receives claims from labor, materialmen, or others that perform work required by this Agreement, and the sums due them have not been paid, and the laborers, materialmen or others are seeking payment from the City, the Developers hereby authorizes the City to commence an 14 interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to one hundred twenty-five percent (125%) of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developers shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorney fees pursuant to this Agreement. In the event that the Developer desires to make a cash deposit instead of drawing down the letter of credit if a claim is made as stated above, they shall immediately notify the City of this intent at the time the claim is made and shall delivery one hundred twenty-five percent (125%) of the claim to the City within ten (10) days of such notice in the form of cash or certified check. 35. Restrictions. The following restrictions apply to the property and all lots thereon shall be held, sold and conveyed subject to the following conditions and restrictions which are for the purpose of protecting the value and desirability of the plat and insuring that all conditions imposed by the City in this Agreement are properly recorded against the property. Said conditions shall run with the real property and be binding on all parties having a right, title or interest in the plat or any part thereof, their heirs, executors, representatives, successors and assigns: 36. Park and Trail Dedication. The Developers shall pay a cash contribution of $ 230,580.00 in satisfaction of the City's park and trail dedication requirements. This charge is calculated as follows: 32.94 acres at $7,000.00 per gross acre. 37. Street and Traffic Control Signs. Before the City signs the final plat, the Developers shall pay to the City $ for installation of traffic control signs (stop signs, street signs, dead-end signs). The said amount was calculated as follows: signs at $150.00 per sign. Using these funds, the City shall purchase and install the street and traffic control signs. 38. Street Light Construction. The Developers shall pay for the operation and maintenance of the street lights for a period of one (1) year or until such time as the plat is ninety percent (90%) built out, whichever occurs first. The first year of operation and maintenance shall not commence until such time as the final plat is accepted by the City and it is formally recorded. 39. Responsibility for Costs. A. Except as otherwise specified herein, the Developers shall pay all costs incurred by them or the City in conjunction with the development of the plat, including, but not limited to, legal, planning, 15 engineering, and inspection expenses incurred in connection with development of said plat, the preparation of this Agreement, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developers shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat development. The Developers shall indemnify the City and its officers and employees for all costs, damages or expenses which the City may pay or incur in consequence of such claims, including attorney's fees. C. The Developers shall reimburse the City for costs incurred in the enforcement of this Agreement, including engineering fees, attorney's fees, and costs and disbursements. D. The Developers shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developers may or may not have sold, until all bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of twelve percent (12%) per year. 40. Developer's Default. In the event of default by the Developers as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the City may then draw down the security established in Paragraph 17 to pay for any work undertaken, provided the Developers are first given notice of the work in default, not less than seven (7) days in advance. This notice provision does not apply if the work performed by the City or its contractors is of an emergency nature, as determined at the sole discretion of the city. Should such emergency work be required the City will make all reasonable efforts to notify the Developers as soon as possible. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part pursuant to any applicable statutes or ordinances. 41. Draw on Expiring Letter of Credit. In the event a surety or other form of guarantee referred to herein is in the form of irrevocable letter of credit, which by its terms will become null and void prior to the time at which all money or obligation of OWNER, is paid or completed, it is agreed that OWNER, shall provide CITY with a new letter of credit or other surety, acceptable to CITY, at least thirty (30) days prior to the expiration of the said expiring Letter of Credit. If 16 a new Letter of Credit is not received as required above, CITY may declare a default in the terms of this Agreement and thence draw in part or in total, at CITY'S discretion, upon the expiring Letter of Credit to avoid the loss of surety for the continued obligation. 42. Miscellaneous. A. The Developers represents to the City that the plat complies with all City, County, metropolitan, state, and federal laws and regulations, including but not limited to, Subdivision Ordinances, Zoning Ordinances, and environmental regulations except where specifically excluded by this agreement. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developers does comply. Upon the City's demand, the Developers shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Agreement. C. Breach of any of the terms of this Agreement by the Developers shall be grounds for denial or revocation of building permits. D. If any portion, section, subsection, sentence, clause, paragraph or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. E. If building permits are issued prior to the completion and acceptance of public improvements, the Developers shall assume all liability for the costs resulting in any delay in completion of public improvements and damage to any public improvements caused by the City, the Developers, isiher contractors, subcontractors, materialmen, employees, agents, or third parties. No one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface, unless a specific exception is approved by the City. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure 17 to promptly take legal action to enforce this Agreement shall not be a waiver or release. G. This Agreement shall run with the land, shall be recorded against the title to the property, and shall be binding on all parties having any right, title or interests in the plat or any part thereof, their heirs, successors, and assigns. After the Developer has completed the work required of them under this Agreement, at the Developer's request, the City will execute and deliver to the Developers a release or partial release (s) of this Agreement. H. The Developers shall take out and maintain until one (1) year after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and any claims for property damage which may arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall not be less than $500,000.00 for one person and $1,000,000.00 for each occurrence; limits for property damage shall be not less than $200,000.00 for each occurrence. The City shall be named as an additional named insured on said policy, and the Developers shall file a copy of the insurance coverage with the City prior to the City issuing further building permits. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developers shall pay for all local costs related to drainage improvements required to complete the construction according to the plans and conditions that are a part of this Agreement. K. Should development of the plat proceed at a pace slower than anticipated, and for that reason, specific terms of this agreement become onerous or unduly burdensome to the Developers, upon his/her application, the City will enter into negotiations regarding those specific terms and shall not unreasonably withhold consent to appropriate changes in the terms of this Agreement. M. Developers shall demonstrate and maintain compliance with the 1991 Wetland Conservation Act. N. Developers shall be responsible for all on site drainage as well as for any affects that their actions may have on adjoining properties. Specifically, Developer shall maintain existing drainage tiles on site, and shall be responsible for any and all drainage problems related to either the site drainage tiles or problems with on-site drainage facilities to be constructed in accordance with this agreement and plat approval. O. The DEVELOPER agrees that while the development site is being graded, an independent testing firm shall test the street section in fill areas so as to certify that the contractor is achieving 95% of the standard moisture density relationship of soils except the top three (3) feet of the street section, which shall be compacted to 100% density. The CITY of Otsego Engineering Department shall receive a copy of the test. 43. Violation of Agreement. If, while the sureties provided pursuant to Paragraphs and of this Agreement are outstanding, a violation of any of the Covenants or agreements herein contained occurs and such violation is not cured within thirty (30) days after written notice thereof from CITY to the offending party, the CITY may draw upon that party's Escrow Items surety and apply the amount so drawn to pay for said Escrow Items to the extent of surety so provided pursuant to Paragraph hereof; and to pay for Petition Items, to the extent of surety provided for Petition Items, so as to provide the CITY cash flow pursuant to all terms of Paragraph of this Agreement. 44. Private Streets, Driveways and Cross- Easements. Developers shall provide access to all lots and buildings and access to adequate parking facilities by way of appropriate easements and cross easements which shall be recorded prior to the issuance of any building permits within the Plat. The City shall be provided access and easement to any area within the Plat, including the Outlot where it will be required from time to time to provide repair or maintenance to any utility, pipe, culvert pond or other public improvement. 45. Outlot A. A drainage, ponding and utility easement shall be provided either over all of Outlot A or over specific portions of the Outlot as determined by the City Engineer. Developer shall be responsible for construction of a trail along the river within the Outlot, said trail to conform to specifications of the City and DNR. Developer shall convey to the City a permanent easement at least ten (10) 19 feet wide over the trail. Said easements shall be conveyed prior to the issuance of any building permits within the Plat. 46. Site Access. It is contemplated that access to the site will eventually be from a folded diamond interchange bringing vehicles from the TH 101 to the site via an extension of CSAH 39 designated as 90th Street which is to be constructed as apart of the Otsego 2004-_ Project. During the interim period before the upgrade of Highway 101 access will be via a 90th Street direct access to Highway 101. A portion of Quantrelle Avenue will also be reconstructed as a part of the City project in order to provide access to properties to the South of the Plat. Prior to construction of said access existing Quantrelle Avenue will have to be turned back or vacated by the State to the City. Developer shall cause to be dedicated, conveyed or otherwise transferred all necessary right of way, permanent easements and temporary construction easements necessary to construct the proposed interchange and public roadways at no cost to the City. 47. Existing Building. An existing pole building is presently located upon the Plat property. Said building must be removed or destroyed during the course of Phase One improvements to the Plat. Developer shall acquire any and all necessary permits for removal or destruction of the building and shall comply with all applicable Federal, State and local rules and regulations regarding the construction or removal of the building. Any existing septic system and/or well must be properly capped and abandoned. 48. Separability. In case any one or more of the provisions contained in this Agreement shall be invalid, illegal or unenforceable in any respect, the validity, legality and enforceability of the remaining provisions contained herein and any other application thereof shall not in any way be affected or impaired thereby. 49. Notices. Required notices to the Developers shall be in writing, and shall be either hand delivered to the Developers, their employees or agents, or mailed to the Developers by registered mail at the following address: Suite 310, 3200 Main Street, Coon Rapids, MN 55448 . Notice to the City shall be in writing and shall be either hand delivered to the City Clerk or Deputy City Clerk at the following address: City of Otsego, City Hall, 8899 Nashua Avenue NE, Otsego, MN 55330, Attention: City Clerk or Deputy City Clerk. 50.Agreement Effect. This Agreement shall be binding and extend to the respective representatives, heirs, successors and assigns of the parties hereto. 20 CITY OF OTSEGO By: Its: Mayor And: Its: City Administrator By: Its: Owner By: Its: STATE OF MINNESOTA) COUNTY OF WRIGHT ) SS. CITY OF OTSEGO ) Developer On this day of , 2004, before me personally appeared Larry Fournier and Judy Hudson to me known to be the persons described in the foregoing instrument and who did say they are, respectively, the Mayor and City Clerk of the municipal corporation named therein and that the seal affixed to said instrument is the corporate seal of said municipal corporation, and that said instrument was signed and sealed on behalf of said municipal corporation by authority of its City Council and said Larry Fournier and Judy Hudson acknowledged said instrument to be the free act and deed of said municipal corporation. CITY OF OTSEGO By: Its: By: Its: STATE OF MINNESOTA) COUNTY OF WRIGHT ) SS. CITY OF OTSEGO ) Mayor City Clerk On this day of , 2004, before me personally appeared to me known to be the persons described in the 21 foregoing instrument and who did say they are the general partners of LANDCOR, INC., and that said instrument was signed on behalf of LANDCOR, INC. by authority of its Partnership Agreement and said acknowledged said instrument to be partnership. DRAFTED BY: COURI, MACARTHUR & RUPPE 705 Central Avenue East PO Box 369 St. Michael, MN 55376 (763) 497-1930 and the free act and deed of said LANDCOR, INC. By: Its: Notary Public 22 Michael C. Couri- Andrew J. MacArthur Robert T. Ruppe— David R. Wendorf 'Also licensed in Illinois —Also licensed in California June 10, 2004 City Council Members City of Otsego c/o Judy Hudson, City Clerk 8899 Nashua Avenue NE Otsego, MN 55330 COURT, MACAR THUR & R UPPE, AL.L.P. Attorneys at Law 705 Central Avenue East PO Box 369 St. Michael, MN 55376-0369 (763) 497-1930 (763) 497-2599 (FAX) couriandmacarthur@pobox.com RE: Proposed Administrative Code Enforcement Ordinance Dear Council Members: Please find enclosed a proposed Administrative Code Enforcement Ordinance. The ordinance is patterned after the similar ordinance recently adopted by the City of St. Michael. I have redrafted certain portions of the ordinances and have added some material taken from ordinances now in place in the Cities of Minnetonka and Bloomington. The most recent legislative session considered legislation that would have specifically a addressed a city's authority to administratively handle traffic violations. There was no action on this legislation, as there apparently was no action on much of anything this year. The proposed Ordinance does not preclude the City from proceeding against particular violators by criminal or standard civil methods. It establishes the City's right to charge a civil fee for non-compliance with an ordinance in lieu of traditional criminal or civil actions. It increases the civil penalty in the event that there are many similar violations which occur in a set period of time (24 months). I have attached a Fee Schedule and a Resolution adopting the fee schedule which the Council can adjust as it sees fit at the time of adoption. The ordinance requires the City to appoint one or more Code Compliance Officers who are given authority to give violators either Administrative Notices of violations or citations. The ordinance is drafted so that it is not necessary that an Administrative Letter to Otsego City Council June 10, 2004 Page 2 Notice be given prior to issuance of a citation. The purpose of the Administrative Notice is to provide the property owner with a chance to rectify the situation within a reasonable period of time, 15 days. In almost every case, an Administrative Notice should be given prior to issuance of a citation, especially in light of the fact that the ordinance has just been adopted. In the event that the violation is not taken care of, a penalty is imposed on the violator which, if not paid increases by a late fee and may be assessed against the affected property. Increased violations call for an increase in the basic civil penalty fee. Under administrative enforcement, the civil penalty is the City's sole remedy. Under this system we cannot put anyone in jail for violation nor can we compel the person to correct the action, nor can the City go onto the property and take action. The City is required to provide "due process" to any violator if they wish to contest the citation. Therefore, the City must establish an opportunity to be heard. In this case, the Ordinance establishes Hearing Officers who hear the case and are authorized to find for or against the property owner and in some cases modify or forgive the penalty. The Hearing Officers can be approved by the City Council and are on a list adopted by the Council which can be changed from time to time. The decision of the hearing officer is final. In some limited cases the decision of the Hearing Officer is appealable to the City Council. The decisions which can be appealed mostly deal with failure to get or failure to comply with a City issued permit. The violator also has the option of appealing to the District Court, as they can do already for most City decisions. Part of the concept of the Administrative Enforcement is to allow the Compliance Officer discretion in citing violations. Violations that are brought by citizen complaint will still be acted on. The City may also determine that they want to have someone observing and reporting violations even if only periodically as part of their job. Since it is possible that certain cases could be appealed from an Administrative Hearing to the Council, the Council should not discuss individual cases or make public recommendations as to who should and should not be pursued as violators. It would not be appropriate to comment on these cases if they can eventually come up on review in front of the City Council. I have provided an attached list of violations and proposed amounts as Exhibit A to the Ordinance. The decision as to what the civil penalty should be for particular violations is a policy decision for the City Council. I will at the next City Council meeting provide a list of potential Hearing Officers which are local lawyers. The persons on the list will Letter to Otsego City Council June 10, 2004 Page 3 only be recommendations, and can be changed by the Council if it desires. The Council can also determine what the Hearing officers will be paid. It is my understanding that the City of St. Michael pays $150.00 per hour plus mileage to Hearing Officers. I think that it is important that an explanation of this new procedure be publicized and included with any initial Administrative Notices and also presented to the public in the Otsego View or some other format. I have also enclosed for your consideration an Ordinance Summary for publication purposes. I will be available to further discuss this matter at the next regularly scheduled City Council meeting on Monday evening. Very tr x�.Urs, r ew J. 1y1 Arthur COURI, MACARTHUR & RUPPE Encls. cc: Dan Licht, NAC CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO. 2004-15 AN ORDINANCE AMENDING THE OTSEGO CITY CODE TO PROVIDE FOR ADMINISTRATIVE ENFORCEMENT OF CODE REGULATIONS The City Council of the City of Otsego ordains as follows: SECTION 1. The Otsego City Code is hereby amended to add Chapter 2, Section 5, Administrative Enforcement of Code Regulations which shall read as follows: 2-5-1: Purpose and Intent. The Administrative enforcement procedures established within this Chapter are intended to provide the City of Otsego with an informal, cost-effective and more efficient alternative to criminal prosecution or civil litigation for certain violations of the adopted City Code. The City of Otsego retains the right, at its sole discretion, to enforce provisions of this Code by bringing criminal charges or commencing civil litigation in any case where the City determines it is appropriate or necessary, but finds that an administrative process is beneficial to the residents of the City and further finds that that such a process is a legitimate and necessary alternative method of enforcing Code violations. 2-5-2: Definitions. A. Code Compliance Officer. Is any officer of the Wright County Sheriff's Department, any employee of the City of Otsego, or any person or company contracted to provide code enforcement services who has received official authority by the Otsego City Council to enforce the City Code. There may be more than one person designated as Code Compliance Officer at any given time. B. Code Offense. Is a violation of any section, subdivision, paragraph or provision of the Otsego City Code and is subject to a civil penalty determined according to a schedule adopted by Resolution of the Otsego City Council from time to time and payable directly to the City Treasurer. Each day the violation exists constitutes a separate Code Offense. C. Owner. Is an individual, association, syndicate, partnership, corporation, limited liability company, trust or any other legal entity holding an equitable or legal ownership interest in land, buildings, structures, dwelling unit(s) or other property. D. Person. Means a natural person of either sex, a firm, partnership, corporation, limited liability company, any other association of people, and includes the manager or agent of that person or organization. 2-5-3: Procedure. A. Administrative Notice. A Code Compliance Officer may issue, either in person or by United States first class mail, an Administrative Notice to a person suspected or known to have committed a Code Offense and/or to be the owner of property upon which a Code Offense is being committed. The Administrative Notice shall identify the Code Offense, the location upon which the Code Offense occurred or is occurring, and the recommended corrective action for the Code Offense. The Administrative Notice may also state that the alleged violator has, at the discretion of the Code Compliance Officer, up to fifteen (15) days to correct or abate the Code Offense. If the alleged violator and/or owner of property upon which a Code Offense is being committed is unable to correct or abate the Code Offense within the prescribed time, that person may request in writing an extension of no more than 30 additional days from the Code Compliance Officer. Any extension granted by the Code Compliance Officer shall be in writing and shall specifically state the date of expiration. If the Code Offense is not corrected or abated, as outlined in the Administrative Notice, within the prescribed time or any extension thereto, the Code Compliance Officer may issue a citation, as provided below. B. Citation. A Code Compliance Officer is authorized to issue a citation upon the belief that a Code Offense has occurred, whether or not an Administrative Notice has first been issued in regard to said Code Offense. The citation shall be given to the person responsible for the violation and/or to the owner of the property upon which the violation has occurred, either by personal service or by United States first class mail. Said citation shall state the nature of the Code Offense, the time and date said Code Offense occurred, the civil penalty applicable to that Code Offense as set forth in a schedule of civil penalties which shall be adopted by Resolution of the City Council from time to time, and the manner for paying the civil penalty or requesting a hearing before a Hearing Officer to contest the citation. C. Responding to a Citation / Payment. Once a citation is issued, the alleged violator and/or the owner of the property upon which the violation has occurred shall , within fifteen (15) days of the time of issuance of the citation , either pay the civil penalty set forth in the citation or request a hearing in writing according to the procedure set forth in this Section. The civil penalty may be paid either in 2 person at City Hall, or by United States first class mail, postage prepaid and postmarked within said prescribed fifteen (15) days. Payment of the civil penalty shall be deemed to be an admission of the Code Offense. 2-5-4: Appeal to Hearing Officer. A. Requesting a Hearing. Any person contesting a citation issued pursuant to this Chapter may, within fifteen (15) days of the time of issuance of the citation, request a hearing before a Hearing Officer. Any request for a hearing before a Hearing Officer shall be made in writing on a form provided by the City for such a request and either delivered personally to the City at City Hall or mailed to the City by United States first class mail, postage prepaid and postmarked within said prescribed fifteen (15) days. The hearing shall be held at City Hall within thirty (30) days of the date the City received a timely written notice that a hearing has been requested. Failure to attend the hearing constitutes a waiver of the violator's rights to an administrative hearing and an admission of the violation. A hearing officer may waive this result upon good cause shown. A determination of good cause shall be made by the Hearing Officer, but does specifically not include forgetfulness or intentional delay. B. Hearing Officer. The City Council shall by Resolution from time to time appoint a list of persons authorized to act as a Hearing Officer. The Hearing Officer is authorized to conduct an informal hearing to determine if a Code Offense has occurred. The Hearing officer may be compensated by the City for such hearings and related findings. The Hearing Officer shall have the authority to uphold or dismiss the citation or reduce, stay or waive the civil penalty imposed upon such terms and conditions as the Hearing Officer shall determine. The Hearing Officer's decision shall be made in writing on a form provided by the City for such purpose. A copy of the Hearing Officer's decision shall be served by United States first class mail upon the person requesting the hearing. The Hearing Officer's decision is final, except for appeal of the Hearing Officer's decision in limited cases to the City Council, as set forth below. C. Conduct of Hearing. At the hearing, the parties will have the opportunity to present testimony, documents and exhibits and question witnesses. The Hearing Officer shall tape record the proceedings and receive testimony and exhibits. Strict rules of evidence will not apply. The Hearing Officer must receive and give weight to evidence, including hearsay evidence, that possesses probative value commonly accepted by reasonable and prudent persons in the conduct of their affairs. 2-5-5: Appeal of Hearing Officer Decision. A. The Hearing Officer's decision shall be appealable to the City Council only for the following matters: 3 1. an alleged failure to obtain a required permit, license, or other approval from the City Council as required by the City Code; 2. an alleged violation of a permit, license, or other approval, or the conditions attached to the permit, license or approval, that was issued by the City Council; or 3. an alleged violation of regulations governing a person or entity who has received a license issued by the City Council. B. An appeal to the City Council of the Hearing Officer's decision must be made in writing on a form provided by the city for such an appeal and must be served on the City Clerk by United States first class mail, postage prepaid, within ten (10) days after the date of the Hearing Officer's decision. C. A timely appeal will be heard by the City Council after a notice of hearing is served by the City upon the appellant in person or by certified mail at lease ten (10) days in advance of the date of the hearing. The parties to the hearing will have an opportunity to present oral or written arguments regarding the Hearing Officer's decision. D. The City Council shall consider the record, the Hearing Officer's decision, and any additional arguments before making a determination. The City Council is not bound by the Hearing Officer's decision, but may adopt all or part of the Hearing Officer's decision. The City Council's decision may be voted upon and given at the hearing or may be given in writing within fifteen (15) days of the hearing. E. The failure of the appellant to appear in front of the City Council or participate in the appeal constitutes a waiver of the violator's right of appeal and an admission of the violation. The Council may waive the result upon good cause shown. The determination of a showing of good cause shown shall be made solely at the discretion of the City Council but does not include forgetfulness and intentional delay. 2-5-6: Failure to Pay. A. In the event a person charged with a Code Offense fails to pay the civil penalty and correct or abate the Code Offense for which a citation was issued within the prescribed time, a late charge of fifteen percent (15%) shall be imposed thereon for each seven (7) days the civil penalty remains unpaid and the Code Offense remains uncorrected or unabated beyond the due date. B. An unpaid civil penalty and accrued late charges will constitute a personal obligation of the person(s)to whom the citation was issued and the City shall have the right to collect such unpaid civil penalty and accrued late charges, together 4 with the City's costs and reasonable attorney's fees, in criminal or civil proceedings. D. Pursuant to Minn. Stat. Chapter 429.101., Minn. Stat. Chapter 514.67 and other applicable law, a lien in the amount of the civil penalty and any accrued late charges may be assessed against the property where the Code Offense occurred and collected in the same manner as taxes. Any such assessment shall not preclude the City from issuing additional citations for a continuing Code Offense, nor shall it preclude the City from making additional assessments against the same property resulting from a continuing or new Code Offense. E. The City may suspend or revoke a license or permit or other approval associated with the Code Offense if the civil penalty and accrued late charges are not timely paid. 2-5-7: Subsequent Violations. If a second citation for a Code Offense is issued by the City to the alleged violator and/or owner of the property upon which the violation has occurred within twenty four (24) months of the issuance of a previous citation for the same Code Offense, the civil penalty shall increase by 25% over the scheduled civil penalty amount. If a third citation for a Code Offense is issued by the City to the alleged violator and/or the owner of the property upon which the violation has occurred within twenty four (24) months of the issuance of a previous citation for the same Code Offense, the civil penalty shall increase by 50% over the scheduled civil penalty amount. If a fourth citation for a Code Offense is issued by the City to the alleged violator and/or the owner of the property upon which the violation has occurred within twenty-four (24) months of the issuance of a previous citation for the same Code Offense, the civil penalty shall increase by 100% over the scheduled civil penalty amount. SECTION 2: This Ordinance shall take effect upon its passage and publication according to law. ADOPTED by the City Council of the City of Otsego, Wright County, Minnesota this day of June, 2004. IN FAVOR: OPPOSED: 5 CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, City Clerk CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE SUMMARY SUMMARY OF CITY OF OTSEGO ORDINANCE NO. 2004-15 RELATED TO ADMINISTRATIVE ENFORCEMENT OF CODE REGULATIONS The following is an approved summary of the above Ordinance No. 2004-15. The Otsego City Council has determined that the summary accurately summarizes the ordinance and provides adequate notice to the public of its various terms and conditions. Ordinance No.2004-15 establishes Chapter 2, Section 5 of the Otsego City Code. The Ordinance sets forth an alternative method of ordinance enforcement wherein the City may issue citations with a specified civil penalty amount for violations of specific sections of the City Code. If payment is not made the civil penalty becomes a personal obligation of the violator and may create a lien or assessment against property. The ordinance establishes a right of appeal to an Administrative Hearing Officer, establishes the position of City Code Compliance Officer and the position of Hearing Officer and establishes procedures for enforcement and appeals. The ordinance further allows appeals of certain specific violations to the City Council after Administrative decision. The ordinance provides for payment of civil penalties, establishes those civil penalties for certain offenses and allows for graduated increases in the civil penalty amounts if more than one same or similar offense occurs within a two year period. A complete copy of the Ordinance is on file at the Otsego City Hall. ADOPTED by the Otsego City Council this 14th day of June, 2004. IN FAVOR: OPPOSED: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, City Clerk CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2004-32 RESOLUTION ADOPTING ADMINISTRATIVE ENFORCEMENT CIVIL PENALTYSCHEDULE WHEREAS, Ordinance No. 2004-15, AN ORDINANCE AMENDING THE OTSEGO CITY CODE TO PROVIDE FOR ADMINISTRATIVE ENFORCEMENT OF CODE REGULATIONS, 2-5-3, B provides that the City Council shall, from time to time by Resolution adopt a schedule of civil penalties establishing the penalty amounts for certain violations and classes of violations; and WHEREAS, the City Council has determined that the attached ADMINISTRATIVE ENFORCEMENT CIVIL PENALTY SCHEDULE sets forth appropriate penalties for the listed offenses. NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF OTSEGO, WRIGHT COUNTY, MINNESOTA hereby adopts the attached ADMINISTRATIVE ENFORCEMENT CIVIL PENALTY SCHEDULE to remain in force and effect until such time as it is changed by further resolution of the City Council. ADOPTED this 14`h day of June, 2004. IN FAVOR: OPPOSED: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, City Clerk ADMINISTRATIVE ENFORCEMENT CIVIL PENALTY SCHEDULE CLASS A OFFENSES: $50.00 Violations of Animal Regulations (Chapter__) CLASS B OFFENSES: $100.00 Violations of Zoning Regulations (Chapter _, except _- CLASS C OFFENSES: $200.00 All Nuisance Violations (Chapter Violations of the Sign Ordinance (Chapter _, Sections Violations of Building Regulations SUBSEQUENT VIOLATIONS WITHIN 24 MONTHS: If a second citation for a Code Offense is issued by the City to the alleged violator and/or owner of the property upon which the violation has occurred within twenty —four (24) months of the issuance of a previous citation for the same Code Offense, the civil penalty shall increase by 25% over the scheduled civil penalty amount. If a third citation for a Code Offense is issued by the City to the alleged violator and/or owner of the property upon which the violation has occurred within twenty-four (24) months of the issuance of a previous citation for the same Code Offense, the civil penalty shall increase by 50% over the scheduled civil penalty amount. If a fourth citation for a Code Offense is issued by the City to the alleged violator and/or the owner of the property upon which the violation has occurred within twenty-four (24) months of the issuance of a previous citation for the same Code Offense, the civil penalty shall increase by 100% over the scheduled civil penalty amount. CITY OF 0 T S E G 0 8899 Nashua Ave., NE, Otsego, MN 55330 Phone: 763-441-4414 Fax: 763-441-8823 Property Information Property Identification Number (PID#): Street Address: Property Owner Information Name: Address: City: City Code Violation(s) ❑ Refuse (Sec. ): CITATION CITY CODE VIOLATION Date Issued: Issued By: _ Business Name: State: Zip Code: ❑ Unlicensed/Inoperative/Parked Vehicle (Sec. ): ❑ Grass / Noxious Weeds (Sec. ) ❑ Home Extended Business / Home Occupation (Sec. ) ❑ Outdoor Storage, Sales or Display {Sec. ): ❑ Prohibited Dwelling Unit Sec. ): ❑ Sign (Sec. ): Cl Other (Sec. ): COMPLIANCE REQUIRED: The violation(s) shall be corrected no later than the date stated below. Each day that a violation continues to exist beyond the date stated below shall constitute a separate offense. Failure to comply by the date stated below shall result in an administrative fine of $200.00 per violation being levied as a special assessment for 100 percent interest per annum in accordance with Section _ of the City Code and/or initiation of any other legal remedies available to the City. Appeal of this citation shall be filled with the Zoning Administrator not less than fifteen (15) days prior to the date stated below and is to be processed in accordance with Section of the City Code. REQUIRED COMPLIANCE DATE: For City Use Inspection Date: Inspected By: -i Compliance: MEMO Date: June 3, 2004 To: Mayor & Council From: City Administrator Mike Robertson Re: Update on various items 1. Cleanup Day Vouchers - 613 vouchers were issued. According to Elk River Landfill 433 were used. Their preliminary estimate of cost to Otsego is $9,454.49. Staff consensus is that this was very successful in providing additional cleanup choices to residents at less cost to the City. Page 1 of 2 ITEM 10-2 Otsego City Hall From: "Tami" <cityhall@ci.otsego.mn.us> To: <mike@ci.otsego.mn.us> Sent: Thursday, June 03, 2004 9:29 AM Subject: Fw: Change Order #2 ---- Original Message ---- From: Alm, Stephen L To: cityhall@ci.otsego.mn.us Cc: Alm, Stephen L Sent: Thursday, June 03, 2004 9:24 AM Subject: Change Order #2 Mike, Per your request, the following is a more descriptive breakdown of the reasons for the items within Change Order #2. No. 1 Construct an access structure along the west side of the unthickened sludge storage tank located under the gravity belt thickener (southern tank). The existing 3' x 3' hatch located above the unthickened sludge tank in the southeastern corner of the sludge thickening room, shown on plan sheet PF102, shall be relocated above the new tank access structure. Install steps in the new access structure and in unthickened sludge tank and relocate transducer in unthickened sludge tank so that it sits above steps in unthickened sludge holding tank steps, refer to drawings. Justification: After design was complete a new requirement arose altering the classification of the sludge storage tank to a Class 1, Division 1. The options were to upgrade the gravity belt thickener to be Class 1, Division 1, or to relocate the hatch. An equipment upgrade would have been a minimum of $30,000, so the hatch relocation was chosen as the most cost effective alternative. No. 2 Install the 6" overflow pipe in the unthickened sludge holding tank and connect it to the 6" sludge line located between MH4 and MH5. Provide a wye and clean-out at the connection, refer to attached drawings. Justification: The overflow pipe is intended to prevent any sewage from flooding into the street should the electrical controls fail. The cost of adding the overflow during the project are viewed as insurance against an environmental release with detrimental consequences. No. 3 Incorporate Minnesota Department of Health required changes as outlined in ASI#1. Justification: The MDH makes certain interpretations during their drawing reviews and requires these alterations for approval. Stephen L. Alm, P.E. Bonestroo, Rosene, Anderlik & Assoc. 2335 West Highway 36 6/3/04 Bonestroo 0 Rosene 4PAnderlik & Associates .I.-ers 6 Architects Owner: City of Otsego 8899 Nashua Ave NE Otsego MN 55330-7314 Date May 4, 2004 Contractor' Rice Lake Construction Group 22360 Co.Rd 12, PO Box 517, Deerwood, MN 56444 Bond Company' acordia 4300 Market Point Dr., Suite 600, Bloomington, MN 55435 CHANGE ORDER NO.2 Otsego West Wastewater Treatment Facility Otsego, NIN BRA FILE NO. 503-02-107 i t _ - 1 M4 `r3- --wed by Contracto Approved by Owner J �h x Y C N UCTION GROUP CITY OF OTSEGO ��� f - r Page 1 $6,384,000.00 Original Contract Amount $125,738.00 vious Change Orders ts $13,429.00 Change Order Revised Contract Amount (including this change orders $6,523,167.00 CHANGE IN CONTRACT TIMES 0 Days Contract Time Extension: 0 Days Original Contract Times: 0 Days Increase of this Change Order: Contract Time with all approved Change Orders: 0 Days Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, i t _ - 1 M4 `r3- --wed by Contracto Approved by Owner J �h x Y C N UCTION GROUP CITY OF OTSEGO ��� f - r Page 1