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Home My WebLink About2019-08-14 CC Packet 1 2 3 4 5 6 7 8 9 10 8/14/2019 Police/Fire/Public Works VII.4 Anoka County 2019 Multi-Jurisdiction All Hazards Mitigation Plan Anoka County has recently received final approval from federal agencies for their most recent iteration of our Multi-Jurisdictional All Hazards Mitigation Plan. With this approval, the county is requesting adoption of the joint plan by all participating agencies (cities, townships, etc.). The full plan can be viewed at: www.anokacounty.us/1048/Emergency-Management Adoption of this plan, allows our city to be eligible for a number of federal emergency funding programs, including FEMA disaster recovery funds. No cost. Large potential cost implications if not adopted. Motion to adopt the Anoka County 2019 Multi-Jurisdiction All Hazards Mitigation Plan. Full plan available on Anoka Co. website 11 12 13 14 15 8/14/19 Public Works/Engineering VIII.1 Downtown Street and Utility Improvements - Feasibility Report Attached you will find a Feasibility Report, financing plan and resolution calling for a public hearing on the 2020 Downtown Street and Utility Improvements. This project is the final project to be completed from the city's 2003 Pavement Management Plan. It would install water main to the only remaining neighborhood without access to city water and reconstruct the streets in the downtown that have not been improved since the sewer was installed in the early 1970's. After reviewing the Feasibility Report and financing plan, the council should decide if they are ready to move forward with the first of the two required hearings under MN State Statute Chapter 429, for special assessment projects. $2.4 M ($1.6 M Street Fund, Assessments; $0.5 M Water Fund; $0.3 M Stormwater Fund) Motion to adopt Resolution 19-0XX Accepting the Feasibility Report and Calling for a Public Hearing. Feas. Report; Finacing Plan 16 Feasibility Study 2020 Downtown Street and Utility Improvement Project Prepared for: City of Centerville Prepared by: Stantec City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.:193804758 17 Stantec Consulting Services Inc. 733Marquette Avenue Suite 1000, Minneapolis MN 55402-2309 August7, 2019 File: 193804758 Attention: Honorable Mayor and City Council CityofCenterville 1880 MainStreet Centerville, MN 55038-9794 Dear Mayorand Council, Reference: 2020 Downtown Area Street andUtility Improvements – Feasibility Weare pleased to presentthe Feasibility for the2020 Downtown Area Streetand Utility Improvements Project. This projectwas identifiedinthe 2003 Pavement ManagementStudy. Thereport updates the findings ofthatstudy and examines in greater detail the proposed improvements and estimated costs. The report finds that theimprovements are necessary,cost effective and feasible (see Conclusions and Recommendations). This report is required underMinnesota Statute Chapter 429 if the project is to be speciallyassessed in any amount. Regards, I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Stantec Consulting Services Inc. Lee M. Mann PE Principal Phone: 612 712-2085 Kellie M. Schlegel, PE Mobile: 651-775-5956 Date: August 7, 2019 Reg. No. 46200 Lee.mann@stantec.com 18 FEASIBILITY STUDY Table of Contents 1.0 EXECUTIVE SUMMARY .................................................................................................1 1.1 RECOMMENDED IMPROVEMENTS ..............................................................................1 1.1.1Project Costs .................................................................................................. 1 1.2 ASSESSMENTS .............................................................................................................2 2.0 INTRODUCTION .............................................................................................................3 3.0 PROPOSED ROADWAY IMPROVEMENTS ...................................................................4 3.1 STREET SECTION IMPROVEMENTS - FULL RECONSTRUCTION ..............................4 4.0 STORM SEWER IMPROVEMENTS ................................................................................6 4.1 STORM SEWER SYSTEM EXPANSION ........................................................................6 4.2 PROPOSED STORM WATER MANAGEMENT ..............................................................6 5.0 SANITARY SEWER IMPROVEMENTS ..........................................................................7 6.0 WATER MAIN IMPROVEMENTS ...................................................................................8 6.1 WATER MAIN EXTENSIONS ..........................................................................................8 6.2 WATER SERVICE STUB INSTALLATION ......................................................................8 6.3 WATER SERVICE CONNECTIONS TO PROPERTIES ..................................................8 7.0 PATHWAY AND SIDEWALK IMPROVEMENTS ............................................................9 8.0 COST ESTIMATES/FUNDING ......................................................................................10 9.0 ASSESSMENTS ...........................................................................................................11 10.0 PROJECT SCHEDULE .................................................................................................12 11.0 CONCLUSIONS AND RECOMMENDATIONS .............................................................13 City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.:193804758 19 FEASIBILITY STUDY Appendices Appendix A: List of Figures FIGURE 1: PROPOSED IMPROVEMENTS ................................................................................ FIGURE 2: AREAS TO BE ASSESSED ...................................................................................... FIGURE 3: PAVEMENT MANAGEMENT PLAN OVERVIEW ..................................................... FIGURE 4: TYPICAL SECTIONS – 28’ FACE TO FACE SECTION ........................................... FIGURE 5: TYPICAL SECTIONS – 34’ FACE TO FACE SECTION ........................................... FIGURE 6: PROPOSED ROADWAY IMPROVEMENTS ............................................................. FIGURE 7: PROPOSED UTILITY IMPROVEMENTS .................................................................. Appendix B: Detailed Cost Estimate Appendix C: Preliminary Assessment Roll (Prepared by City of Centerville, MN) City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.:193804758 20 FEASIBILITY STUDY 1.0EXECUTIVE SUMMARY The following is a summary of the findings of this report. 1.1RECOMMENDED IMPROVEMENTS The streets identified in the proposed project area of downtown Centerville are in poor condition and are overdue for repair. This project was first identified in the 2003 Pavement Management Plan. Recently, the City of Centerville was awarded Anoka County Community Development Block Grant funds to connect existing downtown properties to municipal water service. Consequently, if the City of Centerville wishes to invest in improvements to this area, now is an ideal time due to the available funding for extending water service to the area. It is the recommendation of this report to complete these roadway and water main improvements concurrently and utilize the available grant funding. In addition, the existing storm sewer system will be replaced and expanded as necessary to improve drainage conditions. The existing conditions of the sanitary sewer system in the project area have recently been evaluated through the examination of the City’s regularly scheduled sewer televising program. Based on that review, no sanitary sewer improvements are proposed with this project. The proposed schedule calls for construction activity to begin in early 2020 with construction to be completed in early 2021. 1.1.1Project Costs The following table is a summary of the estimated total project costs based on the recommended improvements: TABLE 1 – PROJECT COSTS TypeScopeTotal CostFunding Source Street Fund/ Street ImprovementsTotal Street Costs$1,585,940 Bonds**/Assessments Water MainTotal Water System Costs$494,053Grant/Water Fund Storm SewerTotal Sewer System Costs$341,415Storm Sewer Fund Total Potential Costs$2,421,407 *Based on open cut installation of water main in conjunction with full street reconstruction. **Only if needed. City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 1 21 FEASIBILITY STUDY 1.2ASSESSMENTS The following tables summarize the City’s estimated assessment rates for the proposed project: TABLE 2 – ASSESSMENT COSTS ItemAmount to be AssessedEstimated Assessment Rate Commercial50%$127.50/FF Institutional50%$127.50/FF Vacant50%$127.50/FF Residential20%$51.00/FF City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 2 22 FEASIBILITY STUDY 2.0INTRODUCTION The proposed 2020 Downtown Area Street and Utility Improvement Project is the final project identified in the 2003 Pavement Management study. The study evaluated the existing condition of all streets in the City and, based on these findings, outlined proposed improvements. A graphical representation of this plan can be found in Figure 3. The City of Centerville recently was awarded Anoka County Community Development Block Grant funds for extension of municipal water service into this project area of downtown. Performing water main installation and roadway reconstruction simultaneously will allow the City to realize economic and construction efficiencies as compared to separate projects. The streets in the project area are in poor to failing condition. Based on the roadway conditions, a complete reconstruction of the streets is recommended as the most practical long-term solution, which also helps economically facilitate the concurrent extension of water service to the area. Potential redevelopment within this downtown area was also taken into consideration with these proposed improvements. With Block 7 redevelopment pending and other properties adjacent to the project area zoned for redevelopment, this project is compatible with these potential future redevelopments. City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 3 23 FEASIBILITY STUDY 3.0PROPOSED ROADWAY IMPROVEMENTS Given the poor condition of the existing roadways, the need for extending municipal water service, potential future redevelopment opportunities, and efficiencies of combining these improvements, it is the recommendation of this report that the following improvements be completed as part of this project: 3.1STREET SECTION IMPROVEMENTS - FULL RECONSTRUCTION The streets in the project area have a lack of both proper drainage and subbase material to withstand the high water table and typical freeze thaw cycles. Therefore, the proposed improvement is a full reconstruction of the street section. Soil borings have been ordered to confirm our assumptions regarding the existing road section conditions which are based on the general knowledge of the area and observations of the pavement conditions/structure. The proposed street section will add significant depth to the materials in the section, including the aggregate base, sand, drain tile and geotextile fabric, which will conform to the City of Centerville standard pavement sections for 9 ton residential roadways (see Figures 4 and 5). Additionally, catch basins and storm sewer will be replaced and added to improve drainage within and adjacent to the roadway. Because these improvements will generally widen roadways and will extend water services to the property line, a significant amount of front-yard disturbance will occur. Boulevards will be restored with sod and driveways will be replaced in-kind. The amount of sod and driveway replaced on each lot will depend on service locations and any changes in street grade which may be part of the final design to fit the existing topography. On most streets within this project area, the proposed roadway width is 28’ between the faces of the curb. This is narrower than the City of Centerville’s standard residential street width of 32’. Several factors were considered in recommending the proposed narrower street width: The existing Right of Way widths are 50’, which is narrower than other developed areas in Centerville. The existing setbacks to homes in the downtown area are generally less than in other areas. Using this narrower 28’ roadway width will minimize shortening of driveways so that vehicles are able to continue parking in driveways without encroaching into the road. The existing street width in the project area is approximately 22’. The widening impacts to adjacent properties (driveways, yard grades, etc.) with the proposed 28’ width will be less than a 32’ wide roadway. The proposed 28’ section will also reduce the overall increase in impervious area compared to the standard 32’ street width, therefore lessening the amount of stormwater management/treatment that is required. This allows the storm water to be mitigated City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 4 24 FEASIBILITY STUDY using less of the capacity of the existing re-use system the runoff from this area will be utilizing. There are two areas within the project area where proposed roadway widths differ from the 28’ wide typical section: Sorel Street west of Centerville Road from Centerville Road to the existing trail crossing approximately mid-block.: A 34’ roadway width is proposed in order to accommodate on- street parking in anticipation of future redevelopment. The roadway would be comprised of a 14’ westbound lane, 12’ eastbound lane, and an 8’ wide parallel parking lane on the south side of the roadway. This parking lane can accommodate approximately 5 parking stalls. Centerville Road north of Main Street: The existing roadway width will be maintained at approximately 44’ wide to accommodate school bus traffic, as well as on-street parking. City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 5 25 FEASIBILITY STUDY 4.0STORM SEWER IMPROVEMENTS The existing storm sewer will be replaced and expanded within the project area as necessary to improve drainage conditions. As a result, the amount of runoff that currently discharges directly to Centerville Lake at the west end of Sorel Street will be reduced to the extent possible and rerouted south along Centerville Road to the Lamotte Park stormwater reuse system. The City has been planning for these drainage modifications, and the trunk storm sewer line along the west side of Centerville Road was designed to accommodate this additional drainage. Refer to Figure 7 for the proposed storm sewer improvements. 4.1STORM SEWER SYSTEM EXPANSION Improved storm sewer pipe and structures are needed on Sorel Street and Heritage Street within the project area. These additions will help surface drainage which will in-turn add to the durability of the street surface. Furthermore, future redevelopment will be considered during the design phase such that the new storm sewer system can accommodate the increased runoff. Subsurface drainage improvements are also proposed with the use of drain tile beneath the curb in areas of full street reconstruction. 4.2PROPOSED STORM WATER MANAGEMENT The proposed project area lies within the Rice Creek Watershed District (RCWD). Therefore, the RCWD will have permit authority over the project and the storm water management within the project. In 2011, the City of Centerville implemented a stormwater reuse reclamation system at LaMotte Park. This system was designed with the intent to provide stormwater management credits to offset the impacts of future roadway and redevelopment projects in the downtown area. The majority of the storm water from the proposed project area will be routed to the reuse system. It is anticipated that remaining credits from the Lamotte Park irrigation system will be used to offset stormwater treatment that is required as a result of the proposed improvements. If sufficient credits are not available, the City intends to expand the reuse system as needed. Costs of any expansion to the reuse system are not included in this report. Ultimately, it is the goal that additional on-site stormwater treatment would not be required as part of this project. City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 6 26 FEASIBILITY STUDY 5.0SANITARY SEWER IMPROVEMENTS The existing conditions of the sanitary sewer system in the project area have recently been evaluated through the examination of the City’s regularly scheduled sewer televising program. Based on that review, no sanitary sewer improvements are proposed with this project. City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 7 27 FEASIBILITY STUDY 6.0WATER MAIN IMPROVEMENTS Extending water main to areas without municipal water service has been a stated goal of the City of Centerville for many years. With Anoka County Community Development Block Grant funds awarded to Centerville for municipal water improvements, it is recommended that these improvements be incorporated into this project 6.1WATER MAIN EXTENSIONS Water main is proposed to be installed in the project area on Heritage Street, Sorel Street, Goiffon Road, Centerville Road, and Progress Road (see Figure 7). 6.2WATER SERVICE STUB INSTALLATION Each home along the new mains will have a service line extended to the right-of-way, terminating with a curb stop. This will provide the homeowner the option to connect to city water either in conjunction with this project, or in the future. 6.3WATER SERVICE CONNECTIONS TO PROPERTIES It is recommended that property owners have the option to connect to the City’s water system in conjunction with the proposed water and street improvements. Providing this option would limit the disruption to those properties who choose it, to a one-time event. The City’s residents would have two options regarding connection to water service. Option one would be to have the City’s contractor install the water service from the curb stop (property line) into the home during the time frame of this City project. Option two would be for residents to hire their own contractor to complete the same installation, either during the time frame of this City project or in the future. If the resident chooses option one, the City would allow the cost of the connection to be financed along with the assessment and the service would be directionally drilled into the homeowner’s basement. This option would minimize restoration costs, minimize construction costs by bidding this work with the overall project, and allow the homeowner to have a “turn-key” project. If the resident chooses option 1, a right-of-entry waiver must be signed allowing the Contractor access to the resident’s property. Additionally, a waiver of assessment appeal would have to be completed and submitted to the City to fully finalize the matter. City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 8 28 FEASIBILITY STUDY 7.0PATHWAY AND SIDEWALK IMPROVEMENTS No additional pedestrian connections or segments are being proposed at this time. The existing bituminous pathway along Sorel to the east of Centerville Road will be removed and replaced with a 6-foot wide concrete sidewalk. This will better accommodate the proposed street section, as well as be more consistent with potential future redevelopment. At this time, no impacts are anticipated to the pathway along Centerville Road north of Main Street, or the pathway along Sorel to the west of Centerville Road. If impacts to these facilities become necessary during further design or construction, they will be replaced in kind. With the proposed street and utility improvements, curb returns at intersections will need to be reconstructed. Pedestrian facilities, including curb ramps, will be designed to conform to ADA standards. City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 9 29 FEASIBILITY STUDY 8.0COST ESTIMATES/FUNDING Below is a summary of the estimated project costs for the improvements discussed in this report. Detailed cost estimates have been prepared for all improvements identified in the previous sections. These estimates can be found in Appendix A. TABLE 3 - SUMMARY OF ESTIMATED COSTS TypeScopeTotal CostFunding Source Street Fund/ Street ImprovementsTotal Street Costs$1,585,940 Bonds**/Assessments Water MainTotal Water System Costs$494,053Grant/Water Fund Storm SewerTotal Sewer System Costs$341,415Storm Sewer Fund Total Potential Costs$2,421,407 *Based on open cut installation of water main in conjunction with full street reconstruction. **Only if needed. City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 10 30 FEASIBILITY STUDY 9.0ASSESSMENTS Assessments for the project are proposed in accordance with MN State Statue Chapter 429. The methodology for calculating assessments is based on the city’s adopted Assessment Manual (1988, w/revisions in 1989). The City has identified four classes of property to be assessed: Commercial, Institutional, Vacant and Residential. The class of property identification was based on the current use of the property. All of the area to be assessed is within the city’s Mixed Use zoning districts (M-1, M- 2). All properties are proposed for assessments based on a Front Foot basis, in accordance with the City’s Assessment Manual. Policies in this manual indicate that corner lots are assessed at 100% of the front foot rate for the short side, and 20% on the side yard footage. An equivalent footage was assigned for one residential parcel which takes access to the improvements through an easement. Vacant and Institutional lots within the area to be assessed but that have no explicit right of access to the improved roads were not assigned an equivalent front footage. Front foot assessment rates for each class of property were established based on previous practice on similar projects. The rates were defined as a percentage of the estimated total project costs, per front foot. The estimated project costs for street work on a per front foot basis are $255/FF. Therefore, the City’s proposed assessment rates are as follows: TABLE 4 – ASSESSMENTS ItemAmount to be AssessedEstimated Assessment Rate Commercial50%$127.50/FF Institutional50%$127.50/FF Vacant50%$127.50/FF Residential20%$51.00/FF Assessments are only proposed for the Street portion of the work. Storm sewer and water main improvements will not be assessed. The total estimated amount to be assessed to non-city owned property is: $306,459.00 City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 11 31 FEASIBILITY STUDY 10.0 PROJECT SCHEDULE The following is a preliminary schedule for the project: Authorize Preparation of Feasibility ReportJune 26, 2019 Order Public Improvement HearingJune 26, 2019 Accept Feasibility ReportAugust 14, 2019 Authorize Preparation of Plans & SpecificationsAugust 14, 2019 Hold Public Improvement HearingSeptember 11, 2019 Approve Plans & SpecificationsOctober 23, 2019 Authorize Advertisement for BidsOctober 23, 2019 Receive BidsDecember 4, 2019 Review Bids/Award ContractDecember 11, 2019 Begin ConstructionSpring 2020 Substantial CompletionFall 2020 Final CompletionSpring 2021 Order Final Assessment HearingTBD Final Assessment HearingTBD City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 12 32 FEASIBILITY STUDY 11.0 CONCLUSIONS AND RECOMMENDATIONS It is the finding of this study that the proposed improvements are necessary, feasible and cost effective from an engineering standpoint. The proposed improvements are feasible as they relate to general engineering principles and construction procedures. The feasibility of the project as a whole is subject to the financial review. The improvements proposed are necessary to address the deteriorated pavement and drainage conditions. The improvements are cost effective based on proven methods for street and utility construction. Based on the information contained in this report, it is recommended that the City: Adopt this report as the guide for development of the proposed improvements. Hold a Public Improvement Hearing. Order the preparation of plans and specifications. Receive bids. Hold an Assessment Hearing Install the street, storm sewer and watermain/service, with construction anticipated to be completed in 2021. City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 13 33 FEASIBILITY STUDY Appendix A: Figures City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.: 193804758 34 E L C R I C C . S D . A N . H A L . C E N Drawing name: C:\\Users\\jopond\\appdata\\local\\temp\\AcPublish_3404\\193804758_Feasibility Figures.dwgPlot Date: 08/05/2019 - 3:48pm Xrefs:, 616map_nad83, 193804758_XSPL, 193804758_XSNO, 193804758_XSWT, 193804758_C100, 193804758_XSST, 193804758_XSXT, 193804758_XSSW K O L A . E L 1 A 4 R W G R A A T N G E E R - V I E W C R E E K RY ELEMENTA NTERVILLE CE SCHOOL TVIEW STREET WES NONE 7121 NONE D NONE A O R NONE 1695 1691 T STREE N MAI 14 S.A.H. C. E 1724 L L I V 7096 7087 R E 7087 T N 7085 1744 7086 E C NONE SOREL STREET 7082 168716957082 D A O R 1588168070721724 D R D A 7067 D E A O 1580 U T 7072 NONE O R P A R R E NONE W S R 7059 NS A E O E R F L 7059 F GC I O 7045 O 16431649 R R G 70567064 70601721704817451749 P O A HERITAGE STREET D 704617161724174017441748 D R I V E E Y V I A R W D B I J O D STREET & UTILITY A O TT ARE Y B CE AUN CH R IMPROVEMENTS E L E NS RDE L GA T I T V O R M E A L T N E C 150300 PROPOSED IMPROVEMENTS CITY OF CENTERVILLE, MN FIGURE:1 2020 DOWNTOWN STREET AND UTILITY IMPROVEMENT PROJECT 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 35 www.stantec.com DATE8/5/2019 PROJ. NO.193804758 E L C R I C C . S D . A N . HA L . Drawing name: C:\\Users\\jopond\\appdata\\local\\temp\\AcPublish_3404\\193804758_Feasibility Figures.dwgPlot Date: 08/05/2019 - 3:48pm Xrefs:, 616map_nad83, 193804758_XSPL, 193804758_XSNO, 193804758_XSWT, 193804758_C100, 193804758_XSST, 193804758_XSXT, 193804758_XSSW C E N K O L A . E L 1 A 4 R W G R A A T N G E E R - V I E W CLASSES OF PROPERTY C COMMERCIAL C I INSTITUTIONAL R E R RESIDENTIAL E K RY ELEMENTA NTERVILLE V CE VACANT CHOOL S TVIEW STREET WES NONE I 7121 R NONE D I NONE A O R NONE V 1695 I 1691 STREET MAIN H. 14 C.S.A. V V E 1724 R C L L I V V V 7096 7087 R C E 7087 T VI N 7085 I 1744 R 7086 E R C V R R NONE SOREL STREET V 7082 CV R 168716957082 D A O R 1588168070721724 R R D 7067 R D E A R 1580 U 7072 T NONE O R ROAD P RR A R R R E NONE W S 7059 R R V NS A E O E R F L R 7059 F GC I R RR R R O 7045 O 16431649 R R R R G 7060705670641721704817451749 P O A HERITAGE STREET D 704617161724174017441748 RR RR RR D R I V E E Y V I A R W D B I J O D A O T RET BA CEY UN CHA R E L E NS RDE L GA T I T V O R M E A L T N E C LEGEND ASSESSABLE PARCEL 150300 PROPOSED IMPROVEMENT AREA AREAS TO BE ASSESSED CITY OF CENTERVILLE, MN FIGURE:2 2020 DOWNTOWN STREET AND UTILITY IMPROVEMENT PROJECT 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 36 www.stantec.com DATE8/5/2019 PROJ. NO.193804758 YAWHGIH ETATSRETNI .S.U E53 .ON 55 .ON HCTID YTNUOC AKONA T E E R T S S E K A L O N I L F O Y T I C R A D E C EUNEVA TS12 N K O E T ) E G3 R N C IH C H R T ES I A T D A W L - W A A RI K AC I O E D LN CAU 4E(J 1V I . R O D N " ".E D "F ."E"HC R"".733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com R D. .GA .E VR. IR" RSM D.. PD RCM . T . ".VD O E CIV .V C IIE R R DRR RP .PP" VD ETAVIRP(H T I).R " RR. PS . D V" II R. " PR D W . V I E PR I E V L T RC "J"E "I . BRER . DA ".I IVR RF ..RPC T I R RSY IC D A CN .WI " KW V "A WO. IRE S E K A L O N I L F O Y T I C L D . ROIVMT LR P PLIA L G I W W 45 .S EUNEVA HT02 22 36 4 5 .ON .H.A.S.C22 HT02 .N EUNEVA 14 13 23 24 45 .ON DAOR YTNUOC E E NN A AE L L V U AVENUEYTINI TN NR I RI EVIRD SSAPDB U REEDB OOLO CAR R N H HI T T D RU R OAO CS N TENAL NIBOR TSEW RE E ES I TRW L L73RD STREET O ETA UNEVA SEKAL NIWT72ND 1/2 STREETYD PES A OPARK E R M D COTTONWOOD COURT NL I 2 A 7YAW NAIRB R T PARK E L MUS TGTRUOC CA T R A UE E OE C R N T A I S R B EVIRD NAIRB EVIRD NAIRB DRIVE BRIAN DRIVE BRIAN L I A R R PARKE ET KSHAD AVENUET D EK I NREN ER RL RAE B OCcP GC CM FIGURE3 A AMEMORIAL ETRUOC YVI FOX RUN CITY HALL H C T I D L E I T A A R V E I DRIVET R TN P EA PETERSON EL R LIE AR TRL T GE S AE E CN EDAOR ERPUD TO BI E EP E U R Q TD ROA S D T R R 3 U 7 T EO E IHOULE CIRCLE EC EL I RR RR IAP TRE AU T S G RDD E A PAL R DYE IAOR LLIM DLOG O AOC ORE VA PARK V ELCRIC KAOL E E LPD R GA D AE L EO G E R I PARKD FI E YR R AT P HR U A D P AY DAOR LLIMGE W PORTA DAOR LLIM DLENAL O TNASAEHP E NE D OAE AR C S LW AU LO SHORTO NTSTREETL PRL EE GO VE H PELTIER CIRCLEEER EURT RW CO EADOT TPVM E UIS S DRG DD I GR ANGER -VIEW ERT G DYE IAR RWBT IA J ONP CLEAR E E VI RC D CLEARWATER DAORRETAWRAELC YAW DRALLAM 4 1LANE AEM 17491748RICWOD 1744ELC CREEK NONE . H R E. AT W R A1745 EA CL.T E S1744L . T C C E R I E S 70727048 R C Y VDAORSSERGORP ELCRIC REITLEP IR N 709670867082 A RA E W DTWELCRIC EL B LIVRUOT NO OD D ED D E70591721A Y A M R AO KEE 172470877085NONE E E ALR A M LE1724M L C E E G OR L NONE171617241740 N ROP L I EHU IV U CT D TR SE A LE E ET R70727046 H PN 12 .ON .H.A.S.C T EDAOR C S C ELLIVRETNECDAO 708270567064R ELLIVRETNEC NONENONENONE CENTERVILLE ROAD DAOR ELLIVRETNEC 1695 NONET 7121N IE E A 1691 R M T 16871695T E S E R E NALEKAL ELCRIC DT G S T A E T WEI SRETNUH ERR E I TE L V CS1680NOFFIOG7060 ROADH T ENAL EGDIR R IS CE D W N D AL706770597045 LA E E7087 RO K R AO L S 4T 1 . RL U OOI N C RE .EA HE .D A158815801649RN . S .TA C L S R E E EG VT I D RNE I DL UER 1643C H R RS IP R E CU E V IDT N E RN TO4 DTU E O H MG EY A LDA KW I D N AYAW ODNOP RE LWPVAEB EB REVA YAW DNOP REVAEB R E I T L E P 6 2 7 22 232 15 14 22 23 T I C O N I L F O Y S E K A L E V I R D 193804758 4E L 1 L .A OV A N L . H . A . S . C PROJ. NO. 37 T E E R T S N I A M F O N T IOR U SO NC ED TN XU EO M E L L I V R E T N E C 4 1 . O N . .H .A .S C 8/5/2019 " E " DATE S E L I A K R T A L O N D I A O L R F O Y D T N U I O M C Y A W K R A P P A L R E V O N O I T P I R C S E D 16 1521 22 L O N I L F O Y T I C S E K A 6001200 STREETS TO BE PLACED IN THEOVERLAY PROGRAMCOUNTY ROADS 2004 STREET IMPROVEMENTS2009 STREET IMPROVEMENTS2013 STREET IMPROVEMENTS2020 STREET IMPROVEMENTSPRIVATE STREETS PAVEMENT MANAGEMENT PLAN OVERVIEW CITY OF CENTERVILLE, MN2020 DOWNTOWN STREET AND UTILITY IMPROVEMENT PROJECT Plot Date: 08/05/2019 - 3:48pm Drawing name: C:\\Users\\jopond\\appdata\\local\\temp\\AcPublish_3404\\193804758_Feasibility Figures.dwg Xrefs:, 616map_nad83, 193804758_XSPL, 193804758_XSNO, 193804758_XSWT, 193804758_C100, 193804758_XSST, 193804758_XSXT, 193804758_XSSW Drawing name: C:\\Users\\jopond\\appdata\\local\\temp\\AcPublish_3404\\193804758_Feasibility Figures.dwgPlot Date: 08/05/2019 - 3:48pm Xrefs:, 616map_nad83, 193804758_XSPL, 193804758_XSNO, 193804758_XSWT, 193804758_C100, 193804758_XSST, 193804758_XSXT, 193804758_XSSW ROAD IMPROVEMENT NOTES: YEAR 1 1. REMOVE BITUMINOUS 2. INSTALL WATER MAIN & SERVICES 3. CONSTRUCT ROAD THROUGH BITUMINOUS BASE COURSE. 4. RESTORE DISTURBED TURF AND DRIVEWAYS BEHIND THE CURB 5. PERFORM 1ST STRUCTURE ADJUSTMENT YEAR 2 6. PERFORM 2ND STRUCTURE ADJUSTMENT 7. COMPLETE ALL PUNCH LIST ITEMS 8. SWEEP 9. TACK COAT 10. PAVE WEAR 11. SAW & SEAL WEAR COURSE 1 6' CONCRETE WALK ON SOREL STREET EAST OF CENTERVILLE ROAD C/L R/WR/W 50' 10.50'14.50'14.50'10.50' THRUTHRU 6.00' 28' CONC WALK DESIGN CL 1 GRADE VA RIE S 0.025'/FT 4" DRAIN TILE (TYP) 1' B618 CONC. C&G (TYP) 1 1/2" - WEARING COURSE (SPWEA240C) 2" - NON-WEARING COURSE (SPNWB230C) 8" CLASS 5 AGGREGATE BASE 20" SELECT GRANULAR BORROW GEOTEXTILE FABRIC, TYPE V TYPICAL SECTIONS - 28' FACE-TO-FACE SECTION CITY OF CENTERVILLE, MN FIGURE:4 2020 DOWNTOWN STREET AND UTILITY IMPROVEMENT PROJECT 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 38 www.stantec.com DATE8/5/2019 PROJ. NO.193804758 Drawing name: C:\\Users\\jopond\\appdata\\local\\temp\\AcPublish_3404\\193804758_Feasibility Figures.dwgPlot Date: 08/05/2019 - 3:48pm Xrefs:, 616map_nad83, 193804758_XSPL, 193804758_XSNO, 193804758_XSWT, 193804758_C100, 193804758_XSST, 193804758_XSXT, 193804758_XSSW ROAD IMPROVEMENT NOTES: YEAR 1 1. REMOVE BITUMINOUS 2. INSTALL WATER MAIN & SERVICES 3. CONSTRUCT ROAD THROUGH BITUMINOUS BASE COURSE. 4. RESTORE DISTURBED TURF AND DRIVEWAYS BEHIND THE CURB 5. PERFORM 1ST STRUCTURE ADJUSTMENT YEAR 2 6. PERFORM 2ND STRUCTURE ADJUSTMENT 7. COMPLETE ALL PUNCH LIST ITEMS 8. SWEEP 9. TACK COAT 10. PAVE WEAR 11. SAW & SEAL WEAR COURSE C/L R/WR/W 50' 10.50'14.50'12.00'8.50'6.00'8.00' THRUTHRUEX. BIT. PARKINGBLVD PATH 34'4.50' DESIGN CL GRADE VA RIE S 0.025'/FT 4" DRAIN TILE (TYP) 1' B618 CONC. C&G (TYP) 1 1/2" - WEARING COURSE (SPWEA240C) 2" - NON-WEARING COURSE (SPNWB230C) 8" CLASS 5 AGGREGATE BASE 20" SELECT GRANULAR BORROW GEOTEXTILE FABRIC, TYPE V TYPICAL SECTIONS - 34' FACE-TO-FACE SECTION CITY OF CENTERVILLE, MN FIGURE:5 2020 DOWNTOWN STREET AND UTILITY IMPROVEMENT PROJECT 733 Marquette Avenue, Suite 1000 Minneapolis, MN 55402 39 www.stantec.com DATE8/5/2019 PROJ. NO.193804758 D A O R E E R V P I U D R D 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com R ETA DAWRA ORELC 4 1 17491748 1744 FIGURE6 NONE CREE K . H . A 1745 . 1744 S . C 70727048 Y S DASERGO ORRP R 70867082 7096 A T N E 70591721 M E 70877085 1724 NONE L E 1724 L E O L NONE171617241740 O L I H V C T R S E E E T 70727046 R N T E D AOR S ELLIVRE TNEC C 70567064 7082 NONENONENONE 193804758 1695 NONE T PROJ. NO. 7121 N E I 40 E A 1691 R M T T 16871695 E S E R E T G S 8/5/2019 T A E T E I W DATE ER R I T E V S 7060 N 1680 OFFIOG H DAOR T S E W L 706770597045 E 7087 R O S 158815801649 1643 75150 ASPHALT ROADWAY CONCRETE WALK LEGEND PROPOSED ROADWAY IMPROVEMENTS CITY OF CENTERVILLE, MN2020 DOWNTOWN STREET AND UTILITY IMPROVEMENT PROJECT Plot Date: 08/05/2019 - 3:45pm Drawing name: C:\\Users\\jopond\\appdata\\local\\temp\\AcPublish_3404\\193804758_Feasibility Figures.dwg Xrefs:, 616map_nad83, 193804758_XSPL, 193804758_XSNO, 193804758_XSWT, 193804758_C100, 193804758_XSST, 193804758_XSXT, 193804758_XSSW > > > > > D A O R > > > > > E E R > V P > I U D R > > D > > l > > > > > 733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.com > l > l > > l > R ETA DAWRA ORELC >l l 4 >1 > l > > > 17491748 1744 > l > > FIGURE7 NONE > CREE K . > > H l . > > > > A > 1745 . 1744 l S .> > > C > l 70727048 > Y >S DASERGO ORRP > l R > 70867082 7096 A >>> T l llll > l l l> l> l > > N l E > 70591721 >> M > > >> E 70877085 1724 NONE > L l E l 1724 L l E O l L NONE171617241740 O L I H > > > l> >> >> V C T > > R l S E l E E l T 70727046 R N T E D AOR S > ELLIVRE TNEC C > >70567064 7082 NONENONENONE > l ll >> l l 193804758 l >> > > > >>>>>> >> > > >> > > > l >> >> >> >> > > l > 1695 > > l NONE l T PROJ. NO. 7121 N E I 41 > > E A > >> l 1691 > R M l > T T >> >16871695 > E l l S > l l l l l l l E > > R E l T G >>> S 8/5/2019 T > A E > T E l I W >> > l DATE ER R I l T E V S 7060 N 1680 OFFIOG H DAOR T >> > S > l l > E > > l W > L 706770597045 E >> 7087 l >> R > l O > S > > > > l >> > l >> > > > 158815801649 > > > > >l > >> > > l > > >> > > > > 1643 > > > > 75150 > > PROPOSED STORM SEWERPROPOSED WATER MAINEX. STORM SEWEREX. WATER MAINEX. SANITARY SEWER l l >> > > > LEGEND PROPOSED UTILITY IMPROVEMENTS CITY OF CENTERVILLE, MN2020 DOWNTOWN STREET AND UTILITY IMPROVEMENT PROJECT Plot Date: 08/05/2019 - 3:45pm Drawing name: C:\\Users\\jopond\\appdata\\local\\temp\\AcPublish_3404\\193804758_Feasibility Figures.dwg Xrefs:, 616map_nad83, 193804758_XSPL, 193804758_XSNO, 193804758_XSWT, 193804758_C100, 193804758_XSST, 193804758_XSXT, 193804758_XSSW FEASIBILITY STUDY Appendix B: Detailed Cost Estimates City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.:193804758 42 Full Depth Street Reconstruction and Utility Improvements $1,793,635 Construction Cost $179,364 Contingencies10% $448,409 Indirect Costs25% $2,421,407 Total Estimated Project Cost $510 Street Cost Per C/L Foot $160 Water Cost Per C/L Foot $110 Storm Cost Per C/L Foot Total Cost Per C/L Foot$780 PART A - STREETS No.ItemUnitsQuantityUnit PriceTotal Price LS $56,000.00 1MOBILIZATION1$56,000.00 LS $24,000.00 2TRAFFIC CONTROL1$24,000.00 LS $6,000.00 3TEMPORARY MAIL1$6,000.00 EA $300.00 4INLET PROTECTION22$6,600.00 LF $3.00 5SILT FENCE, TYPE MACHINE SLICED2,000$6,000.00 LS $7,000.00 6EROSION CONTROL1$7,000.00 EA $500.00 7REMOVE TREE10$5,000.00 LF $4.00 8SAWING BITUMINOUS PAVEMENT275$1,100.00 SY $4.00 9REMOVE BITUMINOUS PAVEMENT10,400$41,600.00 LF $4.00 10REMOVE CONCRETE CURB & GUTTER800$3,200.00 SY $5.50 11REMOVE BITUMINOUS DRIVEWAY PAVEMENT400$2,200.00 SF $8.00 12REMOVE CONCRETE DRIVEWAY PAVEMENT2,050$16,400.00 SF $1.00 13REMOVE CONCRETE WALK800$800.00 LS $500.00 14REMOVE CONCRETE STEPS1$500.00 CY $17.00 15COMMON EXCAVATION13,400$227,800.00 CY $25.00 16SUBGRADE EXCAVATION2,300$57,500.00 SY $2.00 17SUBGRADE STABILIZATION FABRIC12,600$25,200.00 TN $14.00 18SELECT GRANULAR BORROW15,500$217,000.00 TN $15.00 19CLASS 5 AGGREGATE BASE, 100% CRUSHED6,400$96,000.00 TN $70.00 20TYPE NON WEARING COURSE MIXTURE1,300$91,000.00 TN $80.00 21TYPE WEARING COURSE MIXTURE960$76,800.00 GAL $3.50 22BITUMINOUS MATERIAL FOR TACK COAT520$1,820.00 TN $120.00 23TYPE WEARING COURSE MIXTURE - DRIVEWAY70$8,400.00 TN $120.00 24TYPE WEARING COURSE MIXTURE - TRAIL40$4,800.00 LF $20.00 25B618 CONCRETE CURB & GUTTER4,850$97,000.00 LF $20.00 26CONCRETE RIBBON CURB270$5,400.00 SF $6.00 27CONCRETE SIDEWALK4,700$28,200.00 SF $13.00 286" CONCRETE PEDESTRIAN RAMP1,080$14,040.00 SF $8.00 296" CONCRETE DRIVEWAY2,050$16,400.00 TN $20.00 30GRAVEL DRIVEWAY PATCH27$540.00 LS $3,000.00 31INSTALL CONCRETE STEPS1$3,000.00 SF $60.00 32TRUNCATED DOME SURFACE72$4,320.00 SY $3.00 33HYDROSEED WITH MULCH950$2,850.00 CY $20.00 34LOAM TOPSOIL BORROW175$3,500.00 EA $200.00 35SALVAGE AND REINSTALL STREET SIGN12$2,400.00 LS $3,000.00 36STRIPING2$6,000.00 HR $140.00 37STREET SWEEPER WITH PICKUP BROOM60$8,400.00 Subtotal$1,174,770.00 Contingencies (10%)$117,477.00 Indirect (25%)$293,692.50 $1,585,939.50 Total Cost 43 PART B - WATER MAIN No.ItemUnitsUnit PriceTotal Price LS $18,000.00 1MOBILIZATION$18,000.00 LS $9,000.00 2TRAFFIC CONTROL$9,000.00 LF $7.00 3REMOVE WATER MAIN$280.00 EA $300.00 4ADJUST GATE VALVE AND BOX$2,400.00 EA $750.00 5ADJUST HYDRANT$1,500.00 EA $2,000.00 6CONNECT TO EXISTING WATER MAIN$16,000.00 EA $7,500.00 7HYDRANT, 6" GATE VALVE & BOX$37,500.00 LF $45.00 86" PVC WATER MAIN$3,150.00 LF $50.00 98" PVC WATER MAIN$145,000.00 EA $2,500.00 128" GATE VALVE AND BOX$20,000.00 LB $8.50 13DUCTILE IRON FITTINGS$11,985.00 EA $400.00 141" CORPORATION STOP$8,800.00 EA $500.00 151" CURB STOP & BOX$11,000.00 LF $40.00 161" TYPE "K" COPPER PIPE$22,000.00 LF $75.00 171" WATER SERVICE, CURB STOP TO HOME$33,000.00 EA $1,000.00 18CONNECT WATER SERVICE TO INSIDE PLUMBING$22,000.00 LF $6.00 17IMPROVED PIPE FOUNDATION$4,350.00 Subtotal$365,965.00 Contingencies (10%)$36,596.50 Indirect (25%)$91,491.25 $494,052.75 Total Cost PART C - STORM SEWER No.ItemUnitsUnit PriceTotal Price LS $13,000.00 1MOBILIZATION$13,000.00 LS $6,500.00 2TRAFFIC CONTROL$6,500.00 LF $70.00 315" RCP STORM SEWER$73,500.00 LF $80.00 424" RCP STORM SEWER$32,000.00 EA $2,700.00 52' x 3' CATCH BASIN$13,500.00 EA $3,000.00 64' DIA. STORM CATCH BASIN MANHOLE$15,000.00 EA $4,000.00 75' DIA. STORM CATCH BASIN MANHOLE$16,000.00 LF $12.00 86" PVC PERFORATED COLLECTION PIPE, WITH SOCK$63,000.00 EA $400.00 9DRAINTILE CLEANOUT$9,600.00 EA $200.00 10CONNECT TO STRUCTURE (COREDRILL DRAINTILE)$4,800.00 EA $1,500.00 11CONNECT TO EXISTING STORM SEWER$6,000.00 Subtotal$252,900.00 Contingencies (10%)$25,290.00 Indirect (25%)$63,225.00 $341,415.00 Total Cost 44 FEASIBILITY STUDY Appendix C: Preliminary Assessment Roll (Prepared by City of Centerville, MN) City of Centerville 2020 Downtown Street and Utility Improvement Project Project No.:193804758 45 ---- 9,562.509,562.502,550.006,375.006,375.006,375.002,040.003,187.509,562.503,825.003,825.006,630.007,650.003,825.003,825.005,100.005,100.006,630.006,375.003,825.005,100.006,375.005,100.005,100.007,650.0 09,690.005,100.003,825.009,180.004,080.004,080.005,100.007,905.001,530.007,650.003,825.001,275.006,375.00 7,650.003,825.001,275.007,599.00 19,125.0012,750.0015,937.5014,662.5023,460.0012,750.0012,750.0036,465.00 342,924.00306,459.00 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $$$$ AssessmentTotal 00000000000000000000000000000000000000000000000000 000 555555555555555500000000000000000000000000055555 00000 ..................................................... 777777777777777711111111111111111111111111111177777 11 2222222222222222555555555555555555555555555522222 5555 111111111111111111111 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $$$$ AssessmentRate/FF 5% 50%50%50%50%50%50%50%50%50%50%50%50%50%50%50%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%20%50%50%50%50%50% 20%20%20%20% Net Assessment Income Percentageof ProjectCost to beAssessed 000000000000000000000000000000000000000000 00000000000 Total Proposed Assessments 000000000000000000000000000000000000000000 00000000000 ................................................ ..... 555555555555555555555555555555555555555555555555 55555 5555555555555555555555555555555555555555555555555 5555 2222222222222222222222222222222222222222222222222 2222 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $$$$ ProjectCost/FF 5500000065500055550055000550500000500005005504000 0559Total City-Owned Property Assessments 775205551227177357700327020059078880535728500 5724 111111111111111111111111 11 EquivalentFrontFootage(Front Yard+ 20% SideYard) 0000000000 0555055555 1111211111 SideYardFootage Side RoadCenterville RdSorel StreetGoiffon RoadSorel StreetProgress RoadSorel StreetSorel StreetHeritage StreetProgress RoadSorel Street CornerLot 0Y0000 757550505016257585Y75N75N75757550Y50Y752550 7525 150100125100Y150Y100100100Y125100125100100150150Y100150Y100125Y150184100100 150149 FrontRoadFootage 55413Progress Road55038Progress Road55038Sorel Street55038Main St.55038Sorel Street55038Sorel Street55038Sorel Street55038Sorel Street55038Sorel Street55014Sorel Street55014Sorel Street55014550145501 455014Sorel Street55038Progress Road55038Centerville Rd55038Centerville Rd55038Sorel Street55102Goiffon Road55038Sorel Street55038Sorel Street55038Goiffon Road55108Goiffon Road55038Goiffon Road55038Sorel Street55038Sorel Street55038Heritage Street55038Heritage Street55038Heritage Street55038Heritage Street55038Heritage Street55038Heritage Street55038Heritage Street55038Heritage Street55038Progress Road55038Progress Road55038Progress Road55038Progress Road55038Sorel Street5503855038Heritage Street55038Heritage Street55038Heritage Street55014Goiffon Road055014Sorel Street55014Centerville Rd55014Centerville Rd55014Centerville Rd 55038Progress Road55038Progress Road55038Progress Road55431Progress Road OwnerZip CodeFront Road OwnerStateMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMNMN MNMNMNMN 46 MINNEAPOLISCENTERVILLELINO LAKESCENTERVILLECENTERVILLECENTERVILLECENTERVILLECENTERVILLECENTERVILLECENTERVILLECENTERVILLECENTERVILLECENTERVILLECENTERVILLECENTERVILLELINO LAKESCENTERVILLECENTERVILLECEN TERVILLEHUGOCENTERVILLECENTERVILLEST PAULHUGOCENTERVILLECENTERVILLEHUGOCENTERVILLECENTERVILLECENTERVILLECENTERVILLEHUGOCENTERVILLEHUGOHUGOCENTERVILLECENTERVILLECENTERVILLEHUGOCENTERVILLEHUGOCENTERVIL LECENTERVILLECENTERVILLECENTERVILLECENTERVILLECIRCLE PINESCIRCLE PINESCIRCLE PINES CENTERVILLECENTERVILLEMINNEAPOLIS Owner AddressOwner City208 13TH AVE NE1743 MEADOW LN6625 LACASSE DR1880 MAIN ST1880 MAIN ST1694 SOREL ST1880 MAIN ST1880 MAIN ST1880 MAIN ST7087 GOIFFON ST7087 GOIFFON ST7087 GOIFFON ST7087 GOIFFON ST7087 GOIFFON ST7087 GOIFFON ST6625 LACASSE DR7121 CENTERVILLE RD7121 CENTERVILLE RD1680 SOREL ST360 SPRINGS ST APT 325ST PAUL1695 SOREL ST1687 SOREL ST7045 GOIFFON RD1457 ALBERT ST N7067 GOIFFON ST1588 SOREL ST1580 SOREL ST1748 HERITAGE ST1744 HERITAGE ST1740 HERITAGE ST1716 HERITAGE ST7046 CENTERVILLE RD7048 PROGRESS RD1749 HERITAGE ST1745 HERITAGE ST7072 PROGRESS RD7082 PROGRESS RD1721 HERITAGE ST7059 PROGRESS RD1724 SOREL ST7072 CENTERVILLE RD7056 CENTERVILLE RD1724 HERITAGE ST1724 HERITAGE ST7096 PROGRESS RD7087 GOIFFON ST7087 GOIFFON ST4707 NORTH RD4707 NORTH RD4707 NORTH RD 7086 PROGRESS RD7082 PROGRESS RD3753 TOWNDALE DR FLEETHAM TRUSTEE BARBARA & SORG TRUSTEE ROBERT 5503855038RIVARD DONALD55038SUMMIT LAKES PROPERTIES LLC55038CENTERVILLE CITY OF55038CENTERVILLE CITY OF55038CENTERVILLE CITY OF55038CENTERVILLE CITY OF55038CITY OF CENTERVILLE55038CENTERVILLE CITY OF55038CHURCH OF ST GENEVIEVE55038CHURCH OF ST GENEVIEVE55038CHURCH OF ST GENEVIEVE55038CHURCH OF ST GENEVIEVE55038CHURCH OF ST GENEVIEVE55038CHURCH OF ST GENEVIEVE55038SUMMIT LAKES PROPERTIES LLC55038CAMP PATRICIA R55038CAMP-BARON PATRICIA R55038BOHL REBECCA ANN55038BURKE PAUL & RIVARD TRUSTEE DONALD55038KILIAN DAVID P55038LINDSAY JULIE A55038WANLESS RALPH J & PENELOPE A55038JACOBSON MATTHEW55038KAPAUN DAVID L55038NESHEIM MARIE55038BRICKNER JON55038BUSSE RICHARD O JR55038NELSON DENNIS55038HEMANN GENE L55038FERWERDA JONATHAN M55038RIVARD JR MATTHEW & RIVARD BRITTNEY55038NEISIUS THOMAS J55038MCKAY CURTIS L & RHONDA J55038MORAVEC GARY M & MICHELLE A55038ANDERSON PAUL A & MARGARET A55038XIONG PAO55038SZULIM EDWARD55038NEKOWITSCH JEANNE55038KING STEVEN D & DONNA K55038GALLAWAY NICHOLAS55038BELDEN JOHN55038ANDERSON IAN55038ANDERSON IAN55038PIERSIAK THOMAS R55038CHURCH OF ST GENEVIEVE55038CHURCH OF ST GENEVIEVE55038IND SCHOOL DISTRICT #1255038CENTENNIAL ISD #1255038INDEPENDENT SCHOOL DISTRICT #12 55038HILLMAN M R & REHBEIN C J55038XIONG PAO55038WESALA GARY ZIPCODEOwner CITYSTATECENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVI LLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEM NCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMNCENTERVILLEMN CENTERVILLEMNCENTERVILLEMNCENTERVILLEMN COMMERCIALVACANTRESIDENTIALINSTITUTIONAL ADDRESS C = CommercialI = InstitutionalR = ResidentialV = VacantPROPERTY ID23-31-22-24-00271724 MAIN ST23-31-22-24-00267087 PROGRESS RD23-31-22-24-00417082 CENTERVILLE RDCENTERVILLEMN23-31-22-22-00041695 MAIN ST23-31-22-23-00087073 CENTERVILLE RDCENTERVILLEMN23-31-22-23-000923-31-22-23-00101694 SOREL ST23-31-22-23-00111688 SOREL ST23-31-22-23-006723-31-22-23-002423-31-22-23-002523-31-22-23-002723-31 -22-23-002823-31-22-23-003023-31-22-23-003223-31-22-24-004023-31-22-22-00157121 CENTERVILLE RDCENTERVILLEMN23-31-22-22-001623-31-22-23-00121680 SOREL ST23-31-22-23-00137060 GOIFFON RD23-31-22-23-0015 1695 SOREL ST23-31-22-23-00161687 SOREL ST23-31-22-23-00347045 GOIFFON RD23-31-22-23-00357059 GOIFFON RD23-31-22-23-00367067 GOIFFON RD23-31-22-23-00631588 SOREL ST23-31-22-23-00641580 SOREL ST23-31-22-24-00041748 HERITAGE ST23-31-22-24-00051744 HERITAGE ST23-31-22-24-00061740 HERITAGE ST23-31-22-24-00091716 HERITAGE ST23-31-22-24-00107046 CENTERVILLE RDCENTERVILLEMN23-31-22-24-00 127048 PROGRESS RD23-31-22-24-00131749 HERITAGE ST23-31-22-24-00141745 HERITAGE ST23-31-22-24-00167072 PROGRESS RD23-31-22-24-00227082 PROGRESS RD23-31-22-24-00311721 HERITAGE ST23-31-22-24-00327059 PROGRESS RD23-31-22-24-00331724 SOREL ST23-31-22-24-00347072 CENTERVILLE RDCENTERVILLEMN23-31-22-24-00367056 CENTERVILLE RDCENTERVILLEMN23-31-22-24-00381724 HERITAGE ST23-31-22-24-003923-31-22-24-00 437096 PROGRESS RD23-31-22-23-00267087 GOIFFON RD23-31-22-23-00687087 GOIFFON RD23-31-22-21-002323-31-22-21-002423-31-22-21-0025 23-31-22-24-00447086 PROGRESS RD23-31-22-24-00457082 PROGRESS RD23-31-22-24-01367085 PROGRESS RD 47 48 49 50 51 52