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HomeMy WebLinkAbout7B - 1997 Improvement Projects .. AGENDA #: PREPARED BY: SUBJECT: 7B JEFFREY T. EVENS, ENGINEERING TECHNICIAN IV CONSIDER APPROVAL OF RESOLUTION 97-XX, TO ACCEPT FEASIBILITY REPORT AND CALL FOR A PUBLIC HEARING ON 1997 IMPROVEMENT PROJECTS INCLUDING: MUSHTOWN ROAD, PIKE LAKE TRAIL, CSAH 42, BITUMINOUS SEALCOA TING, LAKEFRONT PARK INCREMENTAL IMPROVEMENTS MARCH 3, 1997 DATE: INTRODUCTION: The purpose of this agenda item is to consider the approval of the attached Feasibility Report and call for a Public Hearing on 1997 Improvement Projects. BACKGROUND: At the January 21, 1997, City Council meeting, Council authorized staff to prepare a Feasibility Report for the 1997 Improvement projects as approved by the Council in the 1997-2001 Capital Improvement Program. In the adopted Resolution No. 97-03, the following five project areas were listed to be considered for the report: 1. Mushtown Road from approximately 1,400 feet south of Tower Street to the southeast for 2,900 feet to a point approximately 800 feet beyond Ridgewood Court by the construction of grading, storm sewer, aggregate base, concrete curb and gutter, trails, bituminous surfacing, and appurtenant work (Includes 580 feet originally contemplated for construction in 200 I). 2. Pike Lake Trail from CSAH 42 south to the proposed north plat line of Knob Hill by the construction of grading, storm sewer, utility improvements, concrete curb and gutter, sidewalk, bituminous surfacing, and appurtenant work. 3. CSAH 42 from Ferndale Avenue west to McKenna Road by the construction of grading, storm sewer, aggregate base, concrete curb and gutter, trunk sanitary sewer and watermain, trails, bituminous surfacing, and appurtenant work (This 1626tr'~M~~e. S.E., Prior Lake, Minnesota 55312-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER project to be constructed with CSAH 21 improvements from CSAH 82 to CSAH 42). 4. Sealcoating of bituminous paved streets throughout the City. 5. Paving of Lakefront Park roads, trails and parking lots by the construction of grading, storm sewer, aggregate base, concrete curb and gutter, bituminous surfacing, and appurtenant work. In the attached Feasibility Report, there are two projects in which a portion of the cost will be assessed to the benefiting properties. The projects are as follows: 1. Street reconstruction of Mushtown Road from 1,400 feet south of Tower Street to 800 feet south of Ridgewood Court to local City Street Standards. 2. Street reconstruction and utility extensions of Pike Lake Trail from CSAH 42 south to the north plat line of Knob Hill to Municipal State Aid Standards. Also included in the Feasibility Report are other City projects in which project financing can be leveraged against the MS Chapter 429 Assessment Bond. These projects include the following: A. CSAH 42 from Ferndale Avenue to McKenna Road, the City cost share of improvement. B. Seal Coating of bituminous paved streets throughout the City. C. Paving of Lakefront Park roads, trails and parking lot. DISCUSSION: The attached report indicates the estimated City costs for each project, along with preliminary assessment estimates. At the end of the Feasibility Report, a project financing summary is included to show project cost splits. The total estimated project cost of the five projects is $1,449,135.00. The following is a commentary on each project with regard to project need: Area 1 - Mushtown Road Mushtown road is required to be improved by the City as part of the annexation agreement for the plat of W oodridge Estates. This G:\AGENDA97\97FEAS.DQC 2 improvement was originally scheduled for 1996 and then rescheduled to 1997 by the Council. Mushtown Road has a 24-foot wide bituminous surface from Panama Avenue (CSAH 23) south 1,400 feet to approximately the south plat line of Maple Acres, and a 30-foot wide gravel surface from the bituminous terminus and continues to the south to serve the township. A Feasibility Report for this project was prepared by MSA Consulting Engineers in September, 1995 and determined the estimated costs of this project and the special assessments against the property known today as Woodridge Estates 3rd Addition. Per the developers agreement for Woodridge Estates 3rd and the annexation agreement with Spring Lake Township the developer is required to pay his portion of the Mushtown Road improvements. The developer has given the City a letter of credit for $85,177.19. Two roads have been constructed within Woodridge Estates 3rd Addition to the west edge of the plat and are proposed to connect to Mushtown Road. Per the annexation agreement these roads cannot connect to Mushtown until it is improved. The two streets are Toronto Avenue and Ridgewood Court. The original feasibility report did not include the installation of a 8' bituminous trail from Toronto A venue to the proposed trail to the Ponds Athletic complex nor did it include extending the roadway improvements. This increased the length of the project by approximately 580 feet. The extension of Mushtown Road Improvements, an additional 580 feet southerly in the Township, is to intersect with a proposed second access road to the Ponds which was funded as part of the 1996 Park budget and Department of Natural Resources Grant. This work is to be completed this year so a gravel access is available. The park access road will be surfaced with bituminous next year. Area 2 - Pike Lake Trail Pike Lake Trail from CSAH 42 south to Carriage Hills Parkway is approximately 1/2 mile long and is currently gravel. The plat of Knob Hill has preliminary plat approval to realign Pike Lake Trail slightly from Carriage Hills Parkway to approximately 1/4 mile to the north. It appears that this phase of Knob Hill may be included with the plat of Knob Hill North and the improvements could be installed in 1997. Sanitary sewer, watermain, storm sewer, and streets will be extended to the north plat line. G:IAGENDA97\97FEAS.DQC 3 Scott County is proposing to improve the existing CSAH 42 from Ferndale Avenue west to McKenna Road in 1997 and with this construction sanitary sewer and watermain will be extended and stubs provided at Pike Lake Trail. This street construction provides the opportunity to extend the sanitary sewer south and loop the watermain from the Knob Hill Subdivision. The existing plat of Maple Hill which is located on the east side of Pike Lake Trail approximately 600 feet south of CSAH 42, Gust south of the Holy Cross Church) has petitioned the City for sanitary sewer and watermain for their entire plat. Plans and specifications have been submitted to the City for review. A developers agreement is to be prepared to enable the home owners association to install the utilities in the spring of 1997. Connections to these utilities cannot be made until the utilities are installed along Pike Lake Trail. Area 3 - CSAH 42 Scott County proposes to upgrade CSAH 42 to four lanes from F erndale A venue west to McKenna Road in 1997. Along with this construction the upgrading of CSAH 21 will be bid and constructed together and the County anticipates that the contractor would need 2 years to complete the street reconstruction. The City has bonded for $475,000.00 in 1996 to support our portion of CSAH 21. Sanitary sewer and watermain are proposed in conjunction with this construction. Sanitary sewer is proposed to include a crossing and the extension of sewer from Pike Lake Trail east to Rolling Oaks Circle. Watermain trunk line is proposed to extend from Ferndale Avenue west to Pike Lake Trail. Street lighting and landscaping for CSAH 21 and CSAH 42 is contemplated to "match" the existing segments but is not included in this report. Street lighting on CSAH 21 would be accomplished by NSP and landscaping by a professional firm subject to public bids. Area 4 - Sealcoatinl! of Streets For four years the City has engaged in an annual program of crack sealing, patching and sealcoating. All three are done as preventive maintenance to extend the life of the streets. As of 1996, all streets built prior to 1993 have been seal coated where cost-effective. Based on this staff has determined there is no need to seal coating this year. A program of cracksealing and patching will continue as G:IAGENDA97\97FEAS.DQC 4 FINANCIAL IMPACT: ISSUES: G:\AGENDA97\97FEAS.DOC in past years. This will be funded exclusively through the operating budget. There is no need to use bond proceeds for sealcoating this year and it is recommended this project not advance any further. The sealcoating program will be revisited in 1998. Area 5 - Lakefront Park The City Council has earmarked $75,000 for Lakefront Park Improvements in the 1997 Capital Improvement Program. The allocation of these funds, if any, will be dependent upon the results of the Parks and Library Referendum. Staff will make a presentation on the Feasibility Report and will discuss the merits of each project. Council can eliminate any project or portions of a project at this time. The City is required to assess a minimum of 20% of the bond amount per bonding requirements. If the Council approves the Feasibility Report, the Chapter 429 special assessment projects require public hearings to be conducted prior to implementing the project. Staff would also conduct Informational Meetings prior to the Public Hearings to help the residents understand and answer any questions. The 1997 improvement projects are proposed to be financed by special assessments, property taxes, Street Collector Funds, and Trunk Reserve Funds. Funding sources and amounts are as shown below: 1.) J\ssessnaents 2.) Tax Levy 3.) Trunk Reserve 4.) Collector Street Fund PROJECT COST TOTAL $286,678.00 $615,760.00 $370,439.00 $176.258.00 $1,449,135.00 The feasibility report raises a number of issues for City Council determination: A. Mushtown Road 1. The construction of the 580' of Mushtown Road within the Township was originally contemplated for improvement by the City in the year 2001 at a cost of $75,000 to be drawn from the Collector Street Fund. The feasibility report includes this segment as a bid alternate in hopes of 5 receiving a better price than if the project were done alone in 2001. The sole reason for constructing the additional 580' is to provide for a second access and egress to Ponds Park as contemplated in the park's development plans. Attached is a Collector Street Fund recap for Council information. The issue before the courts is Collection fees received as part of the building permit. The issue of Collector fees as part of the developer's agreement is not part of this case. Of the total Street Collector Funding, $308,330 were collected through developer's agreements. While there is still some risk, there may be less risk associated with this funding source than building permit related Collector fees. The Council should determine if this segment should be bid as an alternate or not at all. If bid, the Council will have to decide the source of funding for this work. This decision can be made by the Council at bid award later this year. B. Pike Lake Trail 1. Pike Lake Trail cannot be fully funded through special assessments. Consequently, the expenditure of $114,104 from the Collector Street Fund is contemplated. Does the Council believe such an expenditure to be appropriate? Because Pike Lake Trail is a Municipal State Aid Road, an MSA allocation could be used in lieu of the Collector Street Funds. Currently, MSA funds are programmed for the extension of Fish Point Road through Cardinal Ridge 5th Addition. C. CSAH 42 1. Proposed landscaping and lighting improvements for CSAH 42 are identical to the improved segments of this roadway. While amounts are not included in the feasibility report, landscaping would be contemplated to match the easterly segments of the roadway within Prior Lake. The work would be publicly bid. The lighting contemplated is intersection only which is consistent with the remainder of CSAH 42. Lighting would be installed by the public utility. Does the Council believe that these proposals are appropriate? G:IAGENDA97197FEAS.DOC 6 D. Lakefront Park 1. By the time this report is received by the Council, we will know if the referendum was successful. If so, the $75,000 Lakefront Park allocation should be deleted as such improvements will be paid for by the referendum bond issue. If the referendum is unsuccessful, the $75,000 would be generally earmarked for Lakefront Park Improvements in accordance with the master plan previously adopted by the City Council. ALTERNATIVES: The alternatives are as follows: 1. Provide staff direction on each issue area and any others as the Council deems appropriate. 2. Approve Resolution 97-XX receiving the Feasibility Report and establish a Public Hearing date as per Resolution 97-XX with amendments as appropriate based upon the above directions. 3. Table this item for a specific reason. 4. Deny Resolution 97-XX. RECOMMENDATION: Alternative No.1 and 2. Staff recommends that the Council accept the Feasibility Report for the 1997 projects and establish the Public Hearing date as listed in Resolution 97-XX. Approval of the Feasibility Report does not grant final approval of any project. ACTION REQUIRED: A motion and second to approve Resolution 97-XX as proposed or amended. G:\AGENDA97\97FEAS.DOC 7 .. ~ ",., .... RESOLUTION 97-XX RESOLUTION ACCEPTING FEASIBILITY REPORT AND CALLING FOR A PUBLIC HEARING ON 1997 IMPROVEMENT PROJECTS MOTION BY: SECONDED BY: WHEREAS, pursuant to Resolution 97-03 of the City Council, adopted on January 21, 1997, a report prepared by the City's Engineering Department with reference to the following improvements and the generally described project areas: 1. Mushtown Road from approximately 1,400 feet south of Tower Street to the southeast for 2,900 feet to a point approximately 800 feet beyond Ridgewood Court by the construction of grading, storm sewer, aggregate base, concrete curb and gutter, bituminous surfacing, walk and appurtenant work; and 2. Pike Lake Trail from CSAH 42 south to the proposed north plat line of Knob Hill by the construction of grading, storm sewer, aggregate base, concrete curb and gutter, bituminous surfacing, walk and appurtenant work; and 3. CSAH 42. from Ferndale Avenue west to McKenna Road by the construction of storm sewer, utility crossings, concrete curb and gutter, sidewalk, bituminous surfacing, and appurtenant work; and 4. Sea1coating of bituminous streets throughout the City. 5. Paving of Lakefront Park roads, trails and parking lots by the construction of grading, storm sewer, aggregate base, concrete curb and gutter, bituminous surfacing, and appurtenant work; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA, that 1. The Council will consider the improvement of such streets and areas in accordance with the report and the assessment of property as described in the report for all or a portion of the cost of the improvements pursuant to Minnesota Statutes Chapter 429 at an estimated total cost of the improvements of$1,449,135.00. 2. A Public Hearing shall be held on the following such proposed improvements on the following date at the Fire Station No.1, with the address of 16776 Fish Point Road, City of Prior Lake, Minnesota at the following time: G:IAGENDA97I97FEAS.DOC 8 A. AREA 1,2,3,5 @ 7:45 P.M., Apri117, 1997. Passed and adopted this 3rd day of March, 1997. YES Andren - Andren Greenfield Greenfield - Kedrowski Kedrowski Mader Mader - Schenck Schenck - NO Frank Boyles City Manager City of Prior Lake Seal} G:\AGENDA97\97FEAS.DOC 9 -_._.~.__.__. _.--- - ------ -------- ---- I I I COLLECTOR STREET FUND RECAP (February 21, 1997) Revenues: 1993-1997 I 503-34950 1 (permit fees) $376,250 ( [503-34960 (acreage) $308.33TI -; Revenue Totals. $684,580 - i Expenditures: (CIP) 1997-2001 I 1. CSAH 21/Main Street $50,000 i i Signal , 2. Mushtown Road $62,000 Extension 3'1 Pike Lake Trail $114.000 Paving Projects Totals .. $226,000 I ! i . Developer Escrow: 1 I , CSAH 83 I (Wilds share) $143,360! i Future improvement costs i I I I , I i i Option #1 1 Option #2 Option #3 ' , (100% Refund) (100% Refund) (Permit Refund) I Fund Balance: $876,479 $876,479 $876,479 (2/21/97) Fee refunds ... I -$684,580 -$684,580 -$376,250 I Develop. escrow -$143.3601 -$143.360 -$143.3601 $48,539 $48,539 $356,869 (All Projects) (1997 Projects) (1997 Proiects) I Projects ... -$226.000 I -$176.0001 -$176.000 I Fund Deficit ... -$177,461 -$127,461 $180,8691 I COllECT.XlS 2:36 PM2I21/97 PRELIMINARY REPORT FOR THE CITY OF PRIOR LAKE ON 1997 PUBLIC IMPROVEMENT PROJECTS SANITARY SEWER, WATERMAIN, STORM SEWER, GRADING, CURBING, WALKS, STREET PAVING, SURFACE IMPROVEMENTS, AND APPURTENANT WORK FEBRUARY 25, 1997 I hereby certify that this Feasibility Report was written by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Minnesota. 1a /11.~ Gregory M. , P .E. Reg. No. 22557 z./~s-IY7- . I Date - -- ----...---------..--------- ---.. --.. ~ PRELIMINARY REPORT AND ESTIMATE OF COST FOR THE CITY OF PRIOR LAKE ON 1997 PUBLIC IMPROVEMENT PROJECTS SANITARY SEWER, WATERMAIN, STORM SEWER, GRADING, CURBING, WALKS, STREET PAVING, SURFACE IMPROVEMENTS, AND APPURTENANT WORK FEBRUARY 25, 1997 TYPE OF WORK The improvements proposed for construction during 1997 include sanitary sewer, watermain, storm sewer, sidewalk, bike path, bituminous overlayment, street surface improvements, and street reconstruction, including grading, concrete curb and gutter, retaining walls, boulevard restoration and appurtenant work. The proposed project locations within the city limits of Prior Lake are shown by Exhibit 1. A brief description of the improvements shown by Exhibit 1 is as follows: AREA 1 - Mushtown Road Mushtown Road from approximately 1,400 feet south of Tower Street to the southeast for 2,900 feet to a point approximately 800 feet beyond Ridgewood Court by the construction of grading, storm sewer, aggregate base, concrete curb and gutter, bituminous trail, bituminous surfacing and appurtenant work. AREA 2 - Pike Lake Trail Pike Lake Trail from CSAH 42 south to the proposed north plat line of Knob Hill by the construction of sanitary sewer, watermain, storm sewer, grading, aggregate base, concrete curb and gutter, concrete sidewalk, bituminous path, bituminous surfacing and appurtenant work. g:lprojectslcity\97FEAS.DOC 2 AREA 3 - CSAH 42 from Ferndale to McKenna Road CSAH 42 from Ferndale Avenue west to McKenna Road by the construction of grading, storm sewer, aggregate base, concrete curb and gutter, trunk sanitary sewer and watermain, trails, bituminous surfacing and appurtenant work. AREA 4 - Street Sealcoatine: The sealcoating of bituminous paved streets throughout the city. AREA 5 - Lakefront Park Road Pavine Paving of Lakefront Park roads, trails and parking lots by the construction of grading, storm sewer, aggregate base, concrete curb and gutter, bituminous surfacing, and appurtenant work. LOCATION OF THE PROJECTS The five projects shown by Exhibit 1 are located in the following areas: AREA 1 - Mushtown Road Mushtown Road from the south plat line of Maple Acres approximately 2,900 feet south past the City limit line within the north half of Section 11, Township 114 north, Range 22 west, Scott County, Minnesota. AREA 2 - Pike Lake Trail Pike Lake Trail from County Road 42 to the proposed north plat line in the plat of Knob Hill in Section 26, Township 115 north, Range 22 west, Scott County, Minnesota. AREA 3 - CSAH 42 from Ferndale to McKenna Road CSAH 42 from Ferndale Avenue to McKenna Road within the south half of Section 22, 23 and 24, Township 115 north, Range 22 west, Scott County, Minnesota. AREA 4 - Street Sealcoatine: The sealcoating of bituminous paved streets will be on the older streets with excessive cracks and surface deterioration throughout the city. AREA 5 - Lakefront Park Road Pavine Lakefront Park within the south half of Section 35, Township 115 north, Range 22 west, g:lprojeclSlcity\97FEAS.DOC 3 . ~....._- ._~ --- ---..-------, .1 and the north half of Section 2, Township 114 north, Range 22 west, Scott County, Minnesota. DESCRIPTION OF PROJECT A more detailed description of the projects that are proposed to be assessed are as follows: AREA 1 - Mushtown Road Mushtown Road runs south-east from Panama Avenue (CSAH 23) for approximately one-half mile. The section of road proposed for improvement is shown by Exhibit 2 and begins where the current bituminous surface ends. That portion of Mushtown Road is rural in nature with a gravel surface and no curb and gutter. Storm water runoff currently flows overland to shallow ditches and isolated wetlands. There are three wetlands adjacent to the road which are recognized by the National Wetlands Inventory map, and one man-made pond. These existing wetlands and pond are shown on Exhibit 2. If any filling of the wetlands is done, permits form the Minnesota Department of Natural Resources and the U.S. Corps of Engineers will be required. The condition of Mushtown Road is worst in the spring. During the freeze-thaw season, the gravel road becomes soft and unstable due to frost action. Proposed improvements include upgrading the street to a bituminous surface, concrete curb and gutter, and storm sewer. A permit from the Prior Lake/Spring Lake Watershed District will be required for the storm sewer improvements. Scott County records show no defined right-of-way for Mushtown Road except within platted areas adjacent to the road. The platted section adjacent to Woodridge Estates 3rd has a 50-foot right-of-way and the preliminary plat application for the Windstar Development has a 33-foot right-of-way. Costs for acquiring the remaining right-of-way and/or easements are included in the project cost for Mushtown Road. Benefiting developer of Woodridge Estates 3rd and the developer of the proposed Windstar Development will be assessed, while the balance of the project costs will be paid from the Project Levy and the Street Collector Fund. AREA 2 - Pike Lake Trail Pike Lake Trail is shown on Exhibit 4. The street is designated as a Municipal State Aid route. Currently, the street has a gravel surface and is rural in nature with no curb and gutter. The terrain is hilly and is heavily wooded on both sides of the road. The portion of Pike Lake Trail south of the Maple Hill Subdivision will be built by the developer as part of the Knob Hill Subdivision; therefore, costs for the street reconstruction within Knob Hill are not included in this report. The plat of Maple Hill is proposing to extend the existing sanitary sewer from the Holy Cross Church property south to serve their entire plat in the spring of 1997. g:\projects\city\97FEAS.DOC 4 Proposed improvements includes street reconstruction with storm sewer, retaining walls, concrete curb and gutter, concrete sidewalk, bituminous trails, and bituminous surfacing. Street reconstruction provides the opportunity to extend the sanitary sewer and loop the watermain with the Knob Hill Subdivision. As shown on Exhibit 5, this road is proposed to be built to a 9 ton design. Pike Lake Trail from Carriage Hills Parkway to CSAH 42 is designated as a minor collector street. Some of the project will be financed by the City Street Collector funds. Benefiting property owners will be assessed. Trunk Reserve funds will be used to finance the City portion of the sanitary sewer, watermain, and trunk storm sewer. FEASIBILITY From an engineering standpoint, project number 1,2,3, and 5 are feasible, independent of each other, and can be accomplished as proposed, and not in conjunction with each other or any other project. So project number 4 (Sealcoating) has been determined not to be feasible due to the fact that all city streets built prior to 1993 have been sealcoated and it would not be cost effective to seale oat any streets at this time. ESTIMATED COST The following costs were prepared based upon an Engineer's Estimate and are subject to change, depending on the final design of the project, bids received, and actual work performed. The method of assessment and rate will be determined at the Assessment Hearing. The estimated project cost for each project is for the installation of associated improvements and includes indirect project costs. Project costs in Areas 1 & 2 include special assessments. AREA 1 - Mushtown Road Mushtown Road from 1400 feet south of Tower St. to 800 feet south of Ridgewood Ct: ITEM Street/Storm Sewer 8' Bituminous Path Right-of-way Acquisition SUBTOTAL *Indirect Costs (30%) TOTAL PROJECT COST COST $256,051.00 $8,329.00 $25.000.00 $289,380.00 $86.814.00 $376,194.00 g:\projects\city\97FEAS.DOC 5 AREA 2 - Pike Lake Trail Pike Lake Trail from CSAH 42 south to proposed north plat line in the plat of Knob Hill: ITEM Storm Sewer/Street Trunk Storm Sewer Sanitary Sewer Watermain Path/Sidewalk SUBTOTAL *Indirect Costs (30%) TOTAL PROJECT COST COST $165,566.00 $47,421.00 $10,348.00 $36,591.00 $37.328.00 $297,254.00 $89.1 75.00 $386,429.00 AREA 3 - CSAH 42 CSAH 42 from Ferndale Avenue to McKenna Road. ITEM Sanitary Sewer Watermain SUBTOTAL * * Indirect Costs (12%) Total Utility Cost COST $99,900.00 $159,700.00 $259,600.00 $31.152.00 $290,752.00 Storm Sewer/Ponds Roadway/ Curb/Bit. path SUBTOTAL Financing (8%) Total Roadway Cost $136,900.00 $160, I 00.00 $297,000.00 $23,760.00 $320,760.00 TOTAL PROJECT COST $611,512.00 *Indirect costs include: Engineering (17 %) Administration (5 %) Financing (8 %) * * Indirect costs include: Construction Engineering (7 %) Administration (5 %) g:\projeculcity\97FEAS.DOC 6 AREA 4 - Sealcoatim! of City Streets Sealcoating of bituminous streets has been determined not to be cost effective for 1997 and is not feasible. PROJECT COST $0 AREA 5 - Lakefront Park Paving of Lakefront Park's trails, roads and parking lots: PROJECT COST $ 75,000 The following is a summary of the projects: Project Area Project Area Total 1 Mushtown Road $376,194 2 Pike Lake Trail $386,429 3 CSAH 42 $611,512 4 Bituminous Sealcoating $0 5 Lakefront Park $75,000 TOTAL $1,449,135 Project Areas 3 and 5 will be included in the Minnesota Statutes Chapter 429 Special Assessment Bond issue but will not be assessed. These two projects have general overall City benefit and are paid by ad valorem tax levy. PROPERTY TO BE ASSESSED The area proposed to be assessed is every lot, piece, and parcel within the City limits benefiting from said improvement, whether abutting or not, within the following described areas: AREA 1 - Mushtown Road Part of the Northwest 1/4 of Section 11 Township 114 north, Range 22 west, Scott County, Minnesota. Specific property descriptions included in the above-described area, but not inclusive, are as follows: g:\projectS\city\97FEAS.DOC 7 . ,~ -- .. .' Property abutting Mushtown Road including: Proposed Windstar Addition Woodridge Estates 3rd Addition AREA 2 - Pike Lake Trail Part of the North half of Northeast 1/4 of Section 26 Township 115 north, Range 22 west, Scott County, Minnesota. The Northeast 1/4 of the Northwest 1/4 of Section 26 Township 115 north, Range 22 west, Scott County, Minnesota. ESTIMATED ASSESSMENTS The improvement cost will be assessed on an adjusted front footage basis to the benefiting properties as per the Assessment Policy adopted by the City Council on February 21, 1989, and as amended. AREA 1 - Mushtown Road Total Project Cost $ 376,194 Project Levy Collector Street Fund (CIP for 2001) $ 220,000 $ 62,154 Project Assessment $ 94,040 Woodridge 3rd Letter of Credit Net Assessment Project Assessable Front Footage Project Assessment Rate $ 85,177 $ 8,863 150FF $ 59.09/FF AREA 2 - Pike Lake Trail Total Project Cost Trunk Reserve Collector Street Fund Assessment $ 386,429 $ 79,687 $ 114,104 $ 192,638 $ 192,638 $ 47,569 2511FF $ 18.94/FF Project Assessment VVaternnainJ\ssessment Assessable Front Footage Assessment Rate g:\projeculcity\97FEAS.DOC 8 Sanitary Sewer Assessment Assessable Front Footage Assessment Rate $ 13,452 2036FF $ 6.61/FF Street/Storm Sewer Assessment Assessable Front Footage Assessment Rate $ 208,193 2511FF $ 82.91/FF PROJECT FINANCING SUMMARY Project Area Assessments Tax City MSA Trunk Collector Project Total Area Levy Funds Reserve Street Fund 1 Mushtown Road $94,040 $220,000 --- --- $62,154 $376,194 2 Pike Lake Trail $192,638 --- --- $79,687 $114,104 $386,429 3 CSAH 42 --- $320,760 --- $290,752 --- $611,512 4 Bituminous Sea1coating --- $0 --- --- --- $0 5 Lakefront Park --- $75,000 --- --- --- $75,000 TOTALS $286,678 $615,760 --- $370,439 $176,258 $1,449,135 Minnesota Statutes Chapter 429 Special Assessment Bond issue requires that at a minimum of 20% of the total bond amount be recovered through special assessments. With a total project cost of$1,449,135, an estimated bond of $900,000, and an assessment total of $286,678, the assessed amount would be 32%. From an economic standpoint, project number 1,2,3, and 5 are feasible PROJECT SCHEDULE The following project schedule outlines an approach to complete the assessable projects in 1997: Accept Feasibility Study/Call for Public Hearing 3/3/97 Hold Public Informational Meeting 3/97 Conduct Public Hearing/Accept Project/Order Plans and Specifications 4/7/97 g:lprojeclllcityI97FEAS.DOC 9 ---, Hold Another Public Informational Meeting 5/97 Approve Plans and Specifications/Order Advertisements for Bids 6/16/97 Open Bids 7/14/97 Authorize Amount to be Assessed/Schedule Assessment Hearing for 8/18/97 7/21/97 Conduct Assessment Hearing! Adopt Assessment Rolli Accept Bids/Award Contract 8/18/97 Begin Construction 8/25/97 Complete Base Course of Bituminous 10/15/97 CONCLUSION The total estimated cost of the proposed improvements is $1,449,135. A portion of these projects are proposed to be assessed to the benefiting property owners and the remainder through other funding sources. The projects are feasible from an engineering and economic standpoint, and will benefit the properties proposed to be assessed. g:\pmjects\city\97FEAS.DOC 10 _ __-I -.- ~-=-- _ ~i. ~~~, ~r;"\P-;lr /"ro AREA 2 - PIKE LAKE TRAIL -- - ~~ .~~,. '\-- ,,;--- ~ /' --- -~- _ =::. -- ~E~ -= -,:~ - ,~~~\;f_ I'-----?~-~- AREA 3 - CSAH 42 ~.:--=-. ~-- '~:=1 --It~~l y~~... -, t--=-.. -- - - ~ _ ~ -: -- A\lli -'~ ~~ f9~ ". ". ' . ,'.: ~ I; li~ _ -~ I I. '"~I~~-~' - - ;~L . . I~:~~~'~~ _ - - I ~r i ,~. ' - ~] -~- :. '. _. IF.",,"S . __ .W.: \ .., ,~i:f ~ W-a '-"S'JA(T:\<- - -:-- - - - - - -- ~- ,- =-- -~ ~ J )~: - . _ ... "/.--f. ;'~',' . ~-' > ~",~ p' If '. -" . - - .~,,+.' < ',~~ :JID -~~ ~ ~ ~ /-(:.~ ~~p.' .~,..~, "'~r~ T ./JLj~- _ ~o :~; - ~_ -_L~ . , . r I - or -_. .~ 0 -, ~ . - ~- - . .. _ .'7 .' .......D..... --;,' ,- -. PU~ ~~ @.Y .1, __ r' ... ,. -!; \\ . ---- ~ . - ' :if.:;; ~. tf,- f ., -'- ~S'- .. .--. - - ' ~ ~y & ~~-::=:J",---_ .... _.. - ~. f '~ ~ - ," , t ,~~&:it: "-: tiJ . --.- __ . ~r~----'\~ . -- .1-- ~ ~ ., . ~~ . . '~~ -- (J J~ JS~- \11_ ,,;;: 1'!J/iIJiIl\t'.~. " ~'I( 1, ,- . " ,,-',_ ~~-~0' - --- 1-:", AREA 5 -LAKEFRONT PARK ", ,. ....; - ,. r AREA 4 - ROADWAY SURFACE I ~ ~'i -... um....,.'"'..." 0.., IMPROVEMENTS ~ - 1 I ....- _'''l'! ~"ffi~~~E;~ ).-.-~f;,> .: \~\~ _~_. ~ - AREA 1- MUSHTOWN ROAD , --:~,. ~~~t~1( ___ . / ~~ ::",:1~ ~:. .:-::- '/ ~\b'<(~:.. .:- -,' A: -\ \A- (l ~ ~ ' - . '-//\'1~..I~~ ~1~0 ". I .~ _"'---'-J'~j-::~ ./ ~_ _'If ~'L"r5 .' ~. .' 17"" ..", .~~~ ;:;<:r~- -~ PROJECT LOCATION MAP ~ ~~ r.- ., EXHIBIT 1 4;;....~ ~~~ - _.' - -:;'/ - ~1t1!"''' )t~i~~'- ~--' ~ _7(~ I . , . le -;: _ '-- -. ;---{.. - ~~ 7 . - '~("n.P"," J ~ -." - . ...... ./:.< . ~ - - --~ ~ -,-' - ~ -=-" )-'\.~ ~ ~ - . .. ~. ::.--.. _ _~ ~- l' - :~I:. W~=~ ..l _'-. )!1_~' 1;.- : - -..~ \}In L - - u -=' :...~ 'I /..-1 _ _' - - - - - -..., r~ - ' . I: ~..... - Ii ~:5: - -- ~ '" -- . !I . - -~ - - .. .... -Y- I . - '~f- Y -- 1-: 1- . ~. ; -'~'~.:J ' - - ..~ (" v;.t":nrrn( .. I--- - --- - .J - ~- -.- -- .... - ~. ...1ttO u.Ke - iI CfTY OF PRIOR lAKE BASI! MAP -- -- ". rAl1- - '1' , \ ~ o 400 . .. SANITARY SEWER AND WATERMAJN STUBS UNDER ROAD BY DEVELOPER I PROJECT Sr WATERMAIN AND CITY HYDRANT BY UMITS DEVELOPER WOODRIDGE ESTATES 3RD ADDITION PL057EX MUSHTOWN -ROAD STREET IMPROVEMENTS LOCATION MAP ~~G={]n~nu 2 --.. .._---- -----., -..-------------------- .._------ 50' ADJACENT TO PLAT 33' TO BE ACQUIRED ROW 28' FACE TO FACE l2' '\ 1/4- fFi. [ ~!rlts ROUND TRANSI110N 'M-lEN CHANGING GRADE 1 1/2- TYPE 41A BITUMINOUS M:AR COURSE 4- DRAINTlLE TACK COAT WHERE 2.5- TYPE 31B BllUMINOUS BASE COURSE NECESSARY 6- CLASS 5 AGGREGATE BASE 12- SUBCUT / SELECT GRANULAR SORROW 2.00~ - r" 81T. PATH 8618 CONCRETE CURB & GUTTER MUSHTOWN ROAD MUSHTOWN ROAD PROPOSED STREET SECTION ~~IXlOIS3Dif 3 LEO B. '" HElEN A. I/IERUNG 10' >- ~ l .. ~ ~ Ii: ~ .. ~ .. os\.,\) ??-.O? v-.00'0 PROPOSED STORM SEWER I <t. PROPOSED STREET SECllON LINE PIKE LAKE TRAIL 'IlENSMANN REAl TV EO I/IERUNG PROPOSED RET A!NING WALLS 45' R.O.W. TO BE 1 ACQUIRED _ , '., WENSMANN REAl. TY EXISllNG 75' R.O.W. DEDlCA. TED R1QiT -OF-WAY AS PER t<HOe HlU. ADDITlON LUTHERAN CHURCH STREET C \ '0\ \., 'v :1111. PROPOSED SANITARY SEWER (THIS PROJECT) I .:.:::,\:2] STREET IMPROVEMENTS .......-<_ PROPOSED STORM SEWER '.' '.: EXISllNG SANITARY SEWER . . PROPOSED 8- SANITARY SEWER (BY OTHERS) _ 1_ PROPOSED 8" WATERMAIN (THIS PROJECT) FUTURE WAITRMAIN I""'" .' I I N ..,. I~ o 0: ~ Z ;;) o u '"LL ":.-:- ~ o 200 .........., I""""""""" UTILm' AND smEET IMPROVEMENTS PIKE LAKE ltlAL @ ~~IXID~D'jj' 4 WEST R W <t 45" PROPOSED RETAINING WAlL AS REQUIRED 32' FACE TO FACE 5' SIDEWALK 1/4"/F"T. 45' OR 75' RETAINING WALL AS REQUIRED 8' BIT. PA'TH '/4." lri. 2" TYPE 41A BITUMINOUS WEAR COURSE TACK COAT 3" TYPE 31B BITUMINOUS BASE COURSE 7'" CLASS 5 AGGREGATE BASE TYPICAL S1FEET SECTION 9 TON DESIGN PIKE LAKE TRAIL ...... EAST ROW ~~(x]D~Dir 5 -..... ,.