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Home My WebLink About9A Accepting Feasibility Report 4646 Dakota Street SE Prior Lake, MN 55372 CITY COUNCIL AGENDA REPORT MEETING DATE: NOVEMBER 23, 2015 AGENDA #: 9A PREPARED BY: SENG THONGVANH, PROJECT ENGINEER PRESENTED BY: SENG THONGVANH, PROJECT ENGINEER AGENDA ITEM: CONSIDER APPROVAL OF A RESOLUTION ACCEPTING THE FEASIBILITY REPORT AND SCHEDULING A PUBLIC HEARING TO CONSIDER THE 2016 IMPROVEMENT PROJECT, CITY PROJECT #TRN16-000001 DISCUSSION: Introduction The purpose of this agenda item is to accept the Feasibility Report and schedule a Public Hearing to be held on January 11, 2016 for the 2016 Improvement Project. History The City uses the Five Year Capital Improvement Program and its Pavement Man- agement program to plan its infrastructure improvements and the financing for capital improvements. The 2016 Improvement Project proposes to reconstruct the street and upgrade utilities on Manitou Road, Black Oak Road, Hidden Pond Trail, Raspberry Ridge Road, and Timberglade Circle. The proposed project also in- cludes bituminous overlay of Appaloosa Trail and Highland Court. At its August 24, 2015 meeting the City Council adopted Resolution 15-137 authorizing staff to prepare a Feasibility Report for the 2016 Improvement Project as outlined in the CIP. The M.S. Chapter 429 process applies to all projects that will be financed in whole or part through special assessments or bond proceeds. The Manitou Road and Raspberry Ridge neighborhoods are considered in the re- port and includes improvements to Kopps Bay Addition, Kopps Bay Second Addi- tion, Mary Margaret 1st Addition, Raspberry Ridge Addition, Raspberry Ridge 1st Addition, Raspberry Ridge 2nd Addition, and Raspberry Ridge 3rd Addition located in Sections 26 & 25, Township 115, Range 22. These properties were platted and developed from 1950’s to 1990’s. A map of the project area (Exhibit 1) is included in the Feasibility Report. The proposed improvements include street reconstruc- tion or reclamation, storm sewer, storm water quality, sanitary sewer, watermain, concrete curb and gutter, and appurtenant work. Current Circumstances The Feasibility Report includes total estimated costs, preliminary assessment amounts, and a project financing summary. Also included in the report are design criteria, estimates and information on watermain, sanitary sewer, storm sewer, and streets. Due to rising costs of construction, the report also explores options for the improvement project. 2 The primary purpose for proceeding with the project is to upgrade the street condi- tion and utilities. The pavement condition is extremely poor and requires recon- struction in accordance with the city’s desire to maintain a 70 overall condition index (OCI) rating on its roadways. Two options are presented in the Feasibility Report. Option A completes the project as a reconstruction project for all phases and includes full watermain replacement with non-corrosive pipe. Option B completes part of the project as a reconstruction and part as a reclamation project. Option B also utilizes watermain lining to repair watermain within corrosive soils. While the City Council will not need to determine which option to choose at tonight’s meeting, City Council members should begin thinking about these two options for consideration at the Public Hearing on January 11th. Since the difference in cost between the two is within 3%, the Feasibility Re- port recommends Option A as this option replaces more city infrastructure for the property owners for a similar price. Conclusion A public hearing is proposed for January 11, 2016. At that meeting the proposed improvements, project schedule and assessments will be presented to residents. The information contained in the Feasibility Report will also be presented at a neighborhood meeting that will take place prior to the public hearing. The attached Feasibility Report outlines which portions of the cost for the above project will be assessed to the benefiting properties. If the Council approves the Feasibility Report, the Chapter 429 special assessment statute requires a public hearing be conducted prior to proceeding with the project to determine if it is to move forward. In summary, the project is feasible from an engineering and economic standpoint. Approval of the Feasibility Report does not grant final approval of the project. ISSUES: The Assessment Review Work Group met on October 20th, 2015, and recom- mended that the Feasibility Report review the two options shown, the assessment map, assessment method, and other report details. The Assessment Review Work Group also recommended that the Assessment Policy be amended to clarify as- sessment for reclamation / rehabilitation. It should be noted that the Feasibility Report assumes assessment for Option B even though the Assessment Policy is not clear on assessments for reclamation / rehabilitation. A separate agenda item discussing amendment to the assessment policy to clarify reclamation / rehabilitation was presented to the City Council on November 9, 2015. At the meeting, the Council recommended that the Assesment Review Work Group hold a public townhall meeting in regards to the assessment policy clarification. As a part of the first informational meeting some property owners were concerned that the Raspberry Ridge area was too new and not in such poor condition that a reconstruction project was necessary. The Feasibility Report explores the original construction, soil conditions, and original project phasing. This discussion in the Feasibility Report was informative in regards to the previous construction methods and changes which were made with each phase of the original development. While 3 reconstruction is recommended for all the streets, reclamation was explored due to the neighborhood concerns. On past reconstruction projects, City staff has made it a priority to try and hold bid openings in February or March in hopes of better bid prices. In order to achieve this goal, design of the project must begin in November. Due to the public hearing for this project being scheduled in January 2016, City staff would request that design of the project be allowed to be undertaken prior to the public hearing and ordering of the improvements. As the city council is aware, the total tax levy increase in the last two years has been 10 to 12%. In both cases about half the levy increase was associated with the city portion of the cost for annual public improvement projects. If the city council moves ahead with this project the estimated tax levy impact on the 2017 Budget is 1.6%. The city council previously elected not to proceed with the TH13/Duluth Intersection Project in part because it will have a .93% tax levy impact. The city council should be aware of this fact before taking action to approve the feasibility report. FINANCIAL IMPACT: The 2016 Improvement Project is proposed to be financed by Special Assess- ments, tax levy, Sewer Fund, Water Fund, and Water Quality Fund. Funding sources for options as discussed in the Feasibility Report. It should be noted that each option utilizes different funding sources based on the improvement types. The funding of each option and the corresponding estimated amounts are shown below: 2016 IMPROVEMENT PROJECT - FUNDING Funding Source Option A Option B Ad Valorem Tax Levy $ 1,622,068.94 $ 1,353,644.36 Assessment (40%) $ 1,018,685.46 $ 839,887.13 Utility Fund - Sewer $ 1,064,811.83 $ 1,005,318.80 Utility Fund - Water $ 1,190,049.86 $ 1,861,240.14 Water Quality Fund $ 27,907.64 $ 29,961.62 Assessment (Per Unit) - Reclamation $ 6,533.03 Assessment (Per Unit) - Reconstruction $ 10,394.75 $ 10,873.26 Total $ 4,923,523.74 $ 5,090,052.04 ALTERNATIVES: 1. Approve a Resolution Accepting the Feasibiilty Report and Establishing a Pub- lic Hearing date for the 2016 Improvement Project, City Project #TRN16- 000001. 2. Deny this item for a specific reason and provide staff with direction. 3. Table this item until some date in the future. 4 RECOMMENDED MOTION: A motion and a second for approval of Alternative #1. 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 15-xxx A RESOLUTION ACCEPTING THE FEASIBILITY REPORT AND CALLING FOR A PUBLIC HEARING FOR THE 2016 IMPROVEMENT PROJECT, CITY PROJECT #TRN16-000001 Motion By: Second By: WHEREAS, Pursuant to Resolution 15-137, the City Council, on August 24, 2015 ordered a Feasibility Report to be prepared by the City’s Engineering Department with reference to the 2016 Improvement Project; and WHEREAS, The Feasibility Report for the 2016 Improvement Project dated November 2015 contains information that the proposed project is necessary, cost effective, and feasible; and NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein. 2. The City Council hereby accepts the Feasibility Report as submitted. 3. 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 $5,090,052. 4. A Public Hearing shall be held on such proposed improvements on the 14 th of December, 2015 at Prior Lake City Hall, with the address of 4646 Dakota Street SE, City of Prior Lake, Minnesota at 7:00 p.m. statutory notice and publication requirements shall be followed. PASSED AND ADOPTED THIS 9th DAY OF NOVEMBER 2015. VOTE Hedberg Keeney McGuire Morton Thompson Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ ______________________________ Frank Boyles, City Manager PRELIMINARY REPORT FOR THE CITY OF PRIOR LAKE 2016 NEIGHBORHOOD IMPROVEMENT PROJECT (MANITOU ROAD, BLACK OAK ROAD, HIDDEN POND TRAIL, RASPBERRY RIDGE, TIMBERGLADE CIRCLE, APPALOOSA TRAIL, HIGHLAND COURT) UTILITY IMPROVEMENTS, GRADING, CONCRETE CURB & GUTTER, BITUMINOUS PAVING AND APPURTENANT WORK NOVEMBER 2015 I hereby certify that this Feasibility 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. Seng Thongvanh, PE 44666 11/18/15 Date Reg. No TABLE OF CONTENTS INTRODUCTION……………………………………….…1 BACKGROUND…………………………………………...1 EXISTING CONDITIONS MANITOU ROAD……………………………………..2 RASPBERRY RIDGE NEIGHBORHOOD……………4 PROPOSED IMPROVEMENTS MANITOU ROAD……………………………………..7 RASPBERRY RIDGE NEIGHBORHOOD……………9 ADDITIONAL PROJECT CONSIDERATIONS……..12 PROJECT FUNDING…………………………………..…14 PRELIMINARY PROJECT SCHEDULE……………..….17 CONCLUSION AND RECOMMENDATION……...……17 EXHIBITS EXHIBIT 1 PROJECT AREA EXHIBIT 2 PUBLIC WORKS MEMORANDUM EXHIBIT 3 PROPOSED STREET SECTIONS EXHIBIT 4 SANITARY SEWER EXHIBIT 5 WATERMAIN EXHIBIT 6 STORM SEWER EXHIBIT 7 ENGINEER’S ESTIMATE EXHIBIT 8 PRELIMINARY ASSESSMENT ROLLS/MAPS EXHIBIT 9 PRELIMINARY ASSESSMENT CALCULATIONS EXHIBIT 10 GEOTECHNICAL REPORT INTRODUCTION On August 24, 2015, the Prior Lake City Council adopted Resolution 15-137, which ordered the preparation of a Feasibility Report for improvements to the project area listed below: Manitou Road (formerly Lila Lane), located within Section 26 & 35, Township 115, Range 22, as described on four plats: Kopps Bay Addition, Kopps Bay Second Addition, Mary Margaret First Addition, and Raspberry Ridge, Scott County, Minnesota. Black Oak Road, Hidden Pond Trail, Raspberry Ridge Road, Timberglade Circle, Appaloosa Trail, and Highland Court located within Section 26 & 35, Township 115, Range 22, as described on three plats: Raspberry Ridge First Addition, Raspberry Ridge Second Addition, and Raspberry Ridge Third Addition, Scott County, Minnesota. This report evaluates the feasibility of reconstructing the streets and the replacement of utilities in the project area. All existing infrastructure elements (streets, sanitary sewer, watermain, etc.) were evaluated, improvements recommended, cost estimates of the proposed improvements prepared and funding strategies developed in this report. BACKGROUND The City utilizes a Capital Improvement Program (CIP) to prioritize the infrastructure improvement needs within the City. The neighborhood proposed for improvement in 2016 includes Manitou Road, Black Oak Road, Hidden Pond Trail, Raspberry Ridge Road, Timberglade Circle as shown on Exhibit 1. The proposed project also includes bituminous overlay of Appaloosa Trail and Highland Court. The deteriorated bituminous surface and aging underground infrastructure has aided in the selection of this neighborhood for further study. The first project neighborhood meeting was held on September 15, 2015. The purpose of the meeting was to introduce City staff to the affected property owners and review the proposed improvement project. This meeting also provides an opportunity to ask questions and provide feedback to City staff regarding the proposed project. A project questionnaire was distributed to attendees at the meeting. 1 EXISTING CONDITIONS Manitou Road The properties located on Manitou Road were platted from as early as the 1950’s to 1987. Kopps Bay Addition were the first properties to be platted on Manitou Road. The recorded plat with Scott County dates back to 1958. The plat for Kopps Bay Second Addition was recorded with Scott County in 1960. The plat for Mary Margaret First Addition was recorded with Scott County in 1986. The last properties to be platted were Raspberry Ridge located on the west side of Manitou Road, south end towards Lords Street. This plat was recorded with Scott County in 1987. Street: The City of Prior Lake utilizes a Pavement Management program to rate existing public streets. Each street segment is given an Overall Condition Index (OCI) number based on information obtained from field survey relating to current road distress; items such as potholes and the quantity and size of cracks. The OCI for Manitou Road can be found on Exhibit 2. The OCI is a tool for comparing streets when considering where roadway improvements are most needed within the City. The street OCI is a number between 0-100, with 0 being the worst and 100 being a newly paved street. In general, an OCI less than 65 signals a need for some type of improvement. Mill and overlay is generally used for streets with an OCI between 45 and 65 and reclamation is warranted for streets with an OCI between 35 and 45. Full reconstruction is warranted for streets with an OCI below 35. A memo from the City’s Public Works Department relating to pavement management for the proposed project area is included in Exhibit 2. Manitou Road has an OCI of 10 and has a failing bituminous surface and bituminous curb. The existing road width on Manitou Road is 30 feet and is contained within a public right of way that is 50 feet in width. Bituminous paving originally took place in late 1970’s when the utilities within the area were constructed. Manitou Road no longer meets minimum design standards and it is not cost effective to continue to patch the street. Soil borings performed on Manitou Road showed 3.5 to 6 inches of existing bituminous with 3 to 7 inches of aggregate base and underlain by mostly clayey sand. Existing Pavement on Manitou Road 2 Sanitary Sewer: The existing sanitary sewer system for Manitou Road consists of 8” Vitrified Clay Pipe (VCP) that was installed in the late 1970’s. There is also an 8” VCP sanitary sewer line located along the lake that serves homes located on Manitou Road. This line was also installed in the late 1970’s. The televising indicates there are root intrusions, offset joints, broken pipe and sags within the sanitary sewer pipe. Cracked sewer pipe Watermain: The existing watermain system on Manitou consists of 12” Ductile Iron Pipe (DIP) that was installed in the late 1970’s. This line is a larger diameter watermain that serves as a distribution line for larger regions within the City and is part of the backbone of the City water supply system. Although the watermain material is what is used today, a history of breaks and deterioration due to soil condition warrants replacement. The memo and corresponding map from the Public Works Department shown on Exhibit 2 provides further details into the existing watermain’s history. The area also contains a 4” Cast Iron Pipe (CIP) watermain that is located along the lake. This line serves about nine properties that are located on Manitou Road. Storm Sewer: There is currently no formal storm sewer system on Manitou Road. The only storm sewer inlets on Manitou Road are located where the road ends on the north side. The catch basins outlet to an overland swale just to the north. Stormwater for the majority of Manitou Road collects and drains towards the lake at various low points or settles within low areas along Manitou Road. Because this area was developed in the 1970’s, it did not include the types of stormwater rate control, water quality treatment, or volume control features that are today considered standard practice. 3 EXISTING CONDITIONS Raspberry Ridge Neighborhood The Raspberry Ridge Neighborhood was developed and constructed in three separate phases. A map showing the extent of each development addition is shown below. The First Addition to Raspberry Ridge includes portions of Raspberry Ridge Road, Hidden Pond Trail, and Timberglade Circle. This addition was constructed in 1988. The Second Addition to Raspberry Ridge includes portions of Raspberry Ridge Road, Black Oak Road, and Hidden Pond Trail. This addition was constructed in 1994. The Third Addition to Raspberry Ridge includes Appaloosa Trail, Highland Court, and a short stretch of Hidden Pond Trail. This addition was constructed in 1998. Street: All the streets within the Raspberry Ridge neighborhood are 32 feet in width and are built with concrete curb and gutter. The streets are contained within a public right of way that is 50 feet in width. The existing pavement condition for all three phases of the development vary, depending on the typical street section that was originally installed. The street section tended to get more substantial (thicker section) as the development progressed to the later phases, perhaps from lessons learned in the field during construction. The following table below shows the existing sections as shown in available record drawings. 4 1988 1994 1998 First Addition to Raspberry Ridge 1 ½” Bituminous Wear Course 3” Bituminous Base Course 4” Class 5 Aggregate Base Second Addition to Raspberry Ridge 1 ½” Bituminous Wear Course 3” Bituminous Base Course 4” Class 5 Aggregate Base 12” 3” Minus Binder Rock Third Addition to Raspberry Ridge 1 ½” Bituminous Wear Course 2 ½” Bituminous Base Course 8” Class 5 Aggregate Base Third Addition to Raspberry Ridge Appaloosa Trail (Hidden Pond Trail to Manitou Road) 1 ½” Bituminous Wear Course 2 ½” Bituminous Base Course 6” Class 5 Aggregate Base 24” 3” Minus Binder Rock The OCI numbers for the Raspberry Ridge Neighborhood is shown on Exhibit 2. The Pavement Management Program and Overall Condition Index numbers were discussed in the Manitou Road section. The OCI numbers for the streets in the neighborhood range from 19 to 50 and therefore are candidates for some type of improvement action. Different options are discussed in the proposed improvement section. Soil borings performed for the Raspberry Ridge Neighborhood does not match the record drawings verbatim but does correlate to what the intended street sections should have been when completed. The soil borings completed within the First Addition to Raspberry Ridge shows 5 to 9 inches of existing bituminous with 3.5 to 7 inches of aggregate base underlain with a mixture of clayey sand fill. Borings completed within the Second Addition shows 4 to 6 inches of existing bituminous with 4 to 11.5 inches of aggregate base underlain with a mixture of clayey sand fill. Borings completed with the Third addition shows 6 inches of existing bituminous with 28 inches of aggregate base underlain with a mixture of clayey sand fill. The existing pavement conditions have reached a point in which maintenance by the use of bituminous overlay, sealcoating, or patching is of limited value. Sanitary Sewer: The existing sanitary sewer system for the Raspberry Ridge Neighborhood include larger diameter collector pipes and standard size pipes. The 15” Reinforced Concrete Pipe (RCP) was installed in the early 1980’s and was part of a larger sanitary sewer project. This collector pipe serves larger areas to the northeast and connects to the Metropolitan Council interceptor located at County Road 21. The neighborhood also contains 8” PVC pipe that serves other reaches of the neighborhood not served by the 15” RCP sewer line. The televising completed did not show any deterioration or issues with the existing 8” PVC pipes that would 5 require complete replacement. The 8” PVC sanitary sewer pipes were installed between 1988 and 1998 when the infrastructure for the development was installed. Inspection of the 15” RCP sewer shows areas of cracked pipe, mineral deposits at joints, roots, and protruding services. Mineral deposits form at the joints or cracks of the pipe and are caused by infiltration of groundwater (picture of a deposit is shown below). Mineral deposit at joint on 15” RCP Sewer: May block flow of wastewater Watermain: The existing watermain system for the Raspberry Ridge Neighborhood was installed between 1988 to 1998 and consists of 6” DIP, 8” DIP, and 16” DIP. The 16” DIP watermain is a larger diameter distribution pipe that connects to the existing 12” DIP watermain on Manitou Road. The 16” DIP watermain is located on Raspberry Ridge Road, Hidden Pond Trail, and Timberglade Circle. The 6” DIP watermain is located on Appaloosa Trail and Highland Court. The 8” DIP watermain is located within the other portions of the Raspberry Ridge Neighborhood. The pipe material is currently what is used today. Storm Sewer: The existing storm sewer system was installed between 1988 to 1998. The neighborhood contains concrete curb and gutter and therefore contains an extensive storm sewer collection system that includes storm inlets, pipes, and ponds. The storm sewer system contains various size reinforced concrete pipe (RCP) as well as individual draintile lines for some individual properties. 6 PROPOSED IMPROVEMENTS Manitou Road Street: Proposed street sections are shown on Exhibit 3. Proposed roadway improvements for Manitou Road include storm sewer, concrete curb and gutter, driveway restoration, and bituminous surfacing. In general, street widths in past reconstruction projects were replaced in kind or to City standard width. The City is proposing to construct Manitou Road to its current width of 30 feet. The proposed width would be narrower than the City’s standard residential street width of 32 feet but will be the same as the existing width. The benefits of the narrower street width from the City standard include additional green space or front yard, reduction in impervious area, reduction of assessments to benefiting properties, and reduction of natural resources required for construction of the roadway. Even though the City standard street width is 32 feet, numerous roadways within the City limits are less than 32 feet wide. In an effort to reduce impervious surface and long term infrastructure replacement costs, the City has begun utilizing narrower street widths where appropriate. In general, street widths of 28-30 feet have been used but the City has also utilized street widths as narrow as 24 feet. These streets are usually located in older residential neighborhoods or if they are located within a new residential development, environmental sensitivity necessitated their approval. Due to the narrower width, on street parking on both sides of the street can create a situation that disrupts the free flow of traffic. Vehicles may encounter one another in an area that has cars parked on both sides of the roadway. In those cases, one car must wait while the other car proceeds through the area. For low volume roadways, typically this would not be an issue. As demonstrated at the Traffic Safety Committee meeting on October 2, 2008, emergency vehicle travel is not prohibited by a 28 foot wide street. If a neighborhood agrees that one side of the roadway should be signed “No Parking”, the neighborhood can petition the City for this signage. Manitou Road is currently a dead end street that may extend to the north through the undeveloped property and will receive additional traffic, it recommended that the width of Manitou Road not be reduced. Typical 28’ wide street with parking on both sides 7 The standard city street section includes: 2 feet of granular borrow, 6 inches of Class 5 aggregate base, 2.5 inches of bituminous base course, and 1.5 inches of bituminous wear course. Sub- cutting the roadway and placement of the granular borrow enlarges the scope of the street reconstruction and increases the cost of the project. Due to rising cost of material for street construction, the Geotechnical Engineer has provided an alternative section to provide a cost savings but still meets 7-ton design for residential streets. The proposed alternative section includes 1 foot of granular borrow, 8 inches of Class 5 aggregate base, 2.5 inches of bituminous base course, 1.5 inches of bituminous wear course, and geotextile fabric. This section reduces the granular section from 2 feet to 1 foot and increases the aggregate base by 2 inches. The section also reduces the excavation depth required to install the street section and thereby reduces the amount of in place material that would need to be removed from the project site. Sanitary Sewer: The proposed sanitary sewer improvements are shown on Exhibit 4. Televising of the sanitary sewer pipes indicates areas of root intrusion, offset joints, broken pipes and sags within pipes. Due to the age and areas of defects, the 8” VCP is proposed to be replaced with 8” PVC sewer pipe. The brittle nature of the clay pipe would also necessitate replacement since replacement of the adjacent utility (watermain) is proposed. Watermain: The proposed watermain improvements are shown on Exhibit 5. A memo relating to the watermain issues within the project area from the City’s Public Works department is also shown on Exhibit 2 with the corresponding watermain issues map. The memo provides maintenance and historical data relating to watermain work performed by Public Works for the project area. Due to the history of breaks and corrosive nature of the soils on Manitou Road, all watermain components are proposed to be replaced. The existing DIP watermain will be replaced with PVC watermain. All water service connections on Manitou Road will be replaced from the mainline to the property line and new shutoff valves (curb stops) installed. Watermain system components such as gate valves and hydrants will also be replaced. It is anticipated that only existing hydrants would be replaced with no additional hydrants proposed. Storm Sewer: The proposed storm water improvements are shown Exhibit 6. The storm sewer system improvements will consist of adding storm sewer inlet structures, pipes, and additional rate and volume control. The rate control features and pipe sizes will allow the storm sewer collection system to capture the 10-year event. The 100-year event will be safely conveyed through emergency overflow swales (EOF) within the project site. The storm water for the site will be conveyed (south) through the proposed storm sewer pipe and into the Raspberry Park area. The northern end of Manitou Road will convey storm water to an existing swale that is connected to an existing pond. 8 PROPOSED IMPROVEMENTS Raspberry Ridge Neighborhood Infrastructure in place within the Raspberry Ridge Neighborhood are between 20-30 years old. Engineering practices in place today would reason that watermain pipes, sanitary sewer pipes, and streets should last much longer, perhaps 50-70 years in ideal situations. Although infrastructure pipes should last longer than 20 years; environmental factors, standard practice, pipe material and installation methods may effect longevity of the installed pipe. The same case is true for streets. It would not be unreasonable to expect streets to last more than 20 years prior to complete replacement. Unfortunately, the streets within the neighborhood have meet their pavement design life of 20 years and not much longer. Due to rising costs of infrastructure replacement, two options are being evaluated and presented to ensure best use of available funds. The two options are listed as Option A and Option B. Both options include reconstruction of Manitou Road and bituminous overlay of Appaloosa Trail and Highland Court. Option A: This option evaluates the cost based on complete street reconstruction of Manitou Road, Black Oak Road, Hidden Pond Trail, Raspberry Ridge Road, and Timberglade Circle and bituminous overlay of Appaloosa Trail and Highland Court. Street: The proposed street sections are shown on Exhibit 3. Proposed roadway improvements for the Raspberry Ridge Neighborhood include upgrading storm sewer where appropriate, replacement of concrete curb and gutter, driveway restoration, and bituminous surfacing. The street widths are proposed to match the existing width of 32 feet. The standard city street section includes: 2 feet of granular borrow, 6 inches of Class 5 aggregate base, 2.5 inches of bituminous base course, and 1.5 inches of bituminous wear course. Sub- cutting the roadway and placement of the granular borrow enlarges the scope of the street reconstruction and increases the cost of the project. Due to rising costs of material for street construction, the Geotechnical Engineer has provided an alternative section to provide a cost savings and still meets 7-ton design for residential streets. The proposed alternative section includes 1 foot of granular borrow, 8 inches of Class 5 aggregate base, 2.5 inches of bituminous base course, 1.5 inches of bituminous wear course, and geotextile fabric. This section reduces the granular section from 2 feet to 1 foot and increases the aggregate base by 2 inches. The section also reduces the excavation depth required to install the street section and thereby reduces the amount of in place material that would need to be removed from the project site. Sanitary Sewer: The proposed sanitary sewer improvements are shown on Exhibit 4. Televising of the in place 8” PVC sanitary sewer pipe did not show any significant defects that would warrant total replacement. The 15” RCP sanitary sewer does show areas of defect. Since the pipe is concrete, it will continue to deteriorate due to the corrosive nature of sewer gases. Since this pipe is a major collector pipe, it is proposed that the pipe be rehabilitated with the use of 9 Cured In Place Pipe (CIPP). This method of rehabilitation is less intrusive and would not require open trench installation. Sections of this pipe are also deep and the alignment runs between existing homes, which prohibits open cut replacement of the pipe without substantial impacts to the adjacent homes. Watermain: The proposed watermain improvements are shown on Exhibit 5. A memo relating to the watermain issues within the project area from the City’s Public Works department is also shown on Exhibit 4. The memo provides maintenance and historical data relating to watermain work performed by Public Works for the project area. Due to the history of breaks and corrosive nature of the soils within the neighborhood, all watermain components are proposed to be replaced. The existing DIP watermain will be replaced with PVC watermain. All water service connections within the Raspberry Ridge Neighborhood will be replaced from the mainline to the property line and new shutoff valves (curb stops) installed. Watermain system components such as gate valves and hydrants will also be replaced. It is anticipated that only existing hydrants would be replaced with no additional hydrants proposed. Storm Sewer: The proposed storm water improvements are shown on Exhibit 6. Since the Raspberry Ridge Neighborhood was developed in the late 1980’s and into the 1990’s, the storm sewer system for the areas is adequate for the needs of the neighborhood. Minor updates to the system may be necessary to aid in areas with drainage issues or upgrade pipe size to meet storm event needs. Option B: This option evaluates the cost based on use of street reclamation for Black Oak Road, Hidden Pond Trail, Raspberry Ridge Road, and Timberglade Circle and bituminous overlay of Appaloosa Trail and Highland Court. This option includes reconstruction of Manitou Road. Street: The proposed street sections are shown on Exhibit 3. Proposed reclamation includes leaving the existing concrete curb and gutter in place and replacing the street section with the proposed section below. The existing curb and gutter would be evaluated for localized replacement where necessary. This option is less intrusive and minimizes impacts within the project area. Minor impacts and restoration to yards and driveways would be required where curb and gutter is replaced. The standard city street section includes: 2 feet of granular borrow, 6 inches of Class 5 aggregate base, 2.5 inches of bituminous base course, and 1.5 inches of bituminous wear course. Sub- cutting the roadway and placement of the granular borrow enlarges the scope of the street reconstruction and increases the cost of the project. Due to rising costs of material for street construction, the Geotechnical Engineer has provided an alternative section to provide a cost savings and still meets 7-ton design for residential streets. The proposed alternative section includes 1 foot of granular borrow, 8 inches of Class 5 aggregate base, 2.5 inches of bituminous base course, 1.5 inches of bituminous wear course, and geotextile fabric. This section reduces the granular section from 2 feet to 1 foot and increases the aggregate base by 2 inches. The section also reduces the excavation depth required to install the street section and thereby reduces the amount of in place material that would need to be removed from the project site. 10 Sanitary Sewer: Proposed improvements are the same as for Option A. The proposed sanitary sewer improvements are shown on Exhibit 4. Televising of the in place 8” PVC sanitary sewer pipe did not show any significant defects that would warrant total replacement. The 15” RCP sanitary sewer does show areas of defect. Since the pipe is concrete, it will continue to deteriorate due to the corrosive nature of sewer gases. Since this pipe is a major collector pipe, it is proposed that the pipe be rehabilitated with the use of Cured In Place Pipe (CIPP). This method of rehabilitation is less intrusive and would not require open trench installation. Sections of this pipe are also deep and the alignment runs between existing homes which prohibits open cut replacement of the pipe without substantial impacts to adjacent homes. Watermain: The proposed watermain improvements are shown on Exhibit 5. A memo relating to the watermain issues within the project area from the City’s Public Works department is also shown on Exhibit 2. The memo provides maintenance and historical data relating to watermain work performed by Public Works for the project area. Option A proposes to replace the existing watermain. With this option (Option B), the watermain would be rehabilitated with the use of lining. This method is similar to lining that is proposed for the sanitary sewer pipe. Lining provides trenchless rehabilitation of the pipes and minimizes impacts to the existing curb and gutter, allowing for use of reclamation for the street rehabilitation. Components such as gate valves and hydrants would also be replaced. Although savings would be realized with less impacts to rehabilitation of the street section, watermain lining is a fairly recent technology that comes at a substantial cost above open cut replacement. The technology is generally used in urban applications where surface disruption is prohibited or cost of restoration is substantial. Water services would not be replaced with this option and individual curb stops would be evaluated and replaced if necessary. Storm Sewer: The proposed storm water improvements are shown on Exhibit 6. Since the Raspberry Ridge Neighborhood was developed in the late 1980’s and into the 1990’s, the storm sewer system for the areas is adequate for the needs of the neighborhood. Minor updates to the system may be necessary to aid in areas with drainage issues or upgrade pipe size to meet storm event needs. Option A vs Option B (Raspberry Ridge Neighborhood): The two options presented above have a number of advantages and disadvantages to each. The table below provides a segregated view of what the pros and cons are of each option. 11 PROS CONS Option A (Reconstruction) -New concrete curb & gutter -Replacement of water services and curb stops -All new watermain pipe and components -Allows for use of narrower street widths for cost savings -Does not address watermain on Appaloosa Trail -Yard impacts -Driveway impacts -Longer construction duration and larger impact area -Higher cost than reclamation Option B (Reclamation) -Rehabilitation of watermain on Appaloosa -Minimal impacts to yards and driveways -Provides cost savings -Existing curb & gutter remains in place -Less excavation -Shorter duration for construction impacts -Water services not replaced -Curb & gutter not replaced -Cost savings not that substantial -Street widths must remain the same ADDITIONAL PROJECT CONSIDERATIONS Street Widths The proposed street widths are provided in each of the corresponding sections. Manitou Road and the Raspberry Ridge Neighborhood Streets are proposed to be reconstructed to their existing width of 30 feet and 32 feet, respectively. As previously discussed, costs for street work has been on the rise. If Option A (Reconstruction) is selected for the Raspberry Ridge Neighborhood, additional cost savings could be realized with use of a narrower street width. A reduction of the streets to 30 feet instead of 32 feet would provide a savings of $37,309 and reduction of the proposed assessment by approximately $152/unit. Narrowing of the street widths would not be feasible with Option B (Reclamation) as the existing curb and gutter would remain in place. Concrete Pavement Evaluation The use of concrete pavement was reviewed for this project. Concrete pavement typically costs more up front, but has less maintenance over time. An annualized life cycle cost analysis was performed to compare bituminous paving versus concrete paving for this project. The analysis revealed that concrete paving cost $0.64 per linear foot per year more than bituminous based on a 40 year service life. This amounts to a difference of nearly $150,000 over the 40 year service life for the 1.18 miles of street in this neighborhood based on a similar level of service. In addition to the cost difference for maintaining the pavement, future utility repairs will also cost more if concrete were utilized. 12 The soils in this area need to be replaced under the streets for both the bituminous and concrete paving. If better soils were encountered, the upfront costs for concrete could be comparable to the cost of bituminous as soil correction under a concrete street is typically less than bituminous. Concrete must cure for a 5 day period before vehicles can travel on the pavement. Bituminous can be driven upon within 1 to 2 hours after placement. Using concrete paving presents access challenges to the neighborhood. Citizen expectations regarding access would need to be adjusted if concrete were utilized. Driveway Reconstruction Program Starting in 2008, the City introduced a Driveway Reconstruction Program as part of reconstruction projects. Residents within the project area could reconstruct their driveway using the City’s Contractor. The driveway work was bid through the large City contract allowing for reduced pricing on the driveway work. Residents were required to pay the costs up front prior to construction based on the calculation and letter from the City’s Engineering Department. In 2013, the City revised the program in order to streamline the process. Private driveway bid items were still included in the project bids but estimates and payments for the private driveway was between the property owner and contractor. The City was not involved in the transaction except for auditing of the contractor’s quotes when requested by the property owner. This program in the revised form is proposed to be continued for the 2016 Improvement Project. Street Lighting Street lights are proposed for the project area. It is proposed that a total of 8 lights will be installed for Manitou Road at an estimated cost of $27,000. The Raspberry Ridge Neighborhood currently has existing street lights. It is proposed that the 7 existing lights be replaced at a cost of $6,000. Typical Street Light 13 PROJECT FUNDING Project Design The design of the project will utilize existing City staff. It is anticipated that bid opening for this project will take place in March 2016. If a more aggressive timeline for bidding is desired, consultant assistance will be required. Assessment Policy Per the City’s Assessment Policy, benefiting properties shall be assessed 40% of street and storm sewer cost for street reconstruction projects. The remaining 60% shall be paid through the general ad valorem property tax paid by the entire community. Option A (Reconstruction) falls under street reconstruction as defined in the Assessment Policy and as such, all properties on Manitou Road and the Raspberry Ridge Neighborhood would be assessed in accordance with the policy (40% of street and storm sewer costs). Reclamation is currently not addressed within the Assessment Policy. On past projects, reclamation was considered a maintenance activity and therefore was not assessed to the adjacent properties. The Assessment Review Work Group has reviewed the policy and recommends that the policy be revised to include reclamation as part of the policy. Reclamation is proposed to be added to the reconstruction section of the policy and assessment of reclamation work would emulate that of street reconstruction (40%). The policy revision would be undertaken by the City Council prior to presentation of this feasibility study. Bituminous overlay proposed for Appaloosa Trail and Highland Court as part of Options A and B is considered a maintenance item and per the Assessment Policy will not be assessed. Funding It is also proposed that property owners benefitting from street improvements located on Manitou Road and the Raspberry Ridge Neighborhood be assessed 40% of street and storm sewer construction. The property tax levy will be used to finance the City’s portion of the street reconstruction costs including all costs associated with the construction of trunk storm sewer. The Driveway Reconstruction Program will be entirely funded by private households participating in the program. Estimate Costs The following costs were prepared based upon an Engineer’s Estimate (Exhibit 7) and are subject to change, depending on the final design of the project, required easements and/or right of way, soil conditions, bids received, and actual work performed. 14 ITEM Street/Storm Sewer1 Watermain Sanitary Sewer Overlay Water Quality City’s Indirect Costs2 TOTAL PROJECT COST OPTION A3 OPTION B4 $ 2,371,262 $ 1,959,764 $ 1,108,064 $ 1,737,209 $ 991,454 $ 938,325 $ 87,562 $ 87,562 $ 25,985 $ 27,965 $ 339,197 $ 339,197 $ 4,923,524 $ 5,090,052 1Includes Street Lights 2City’s Indirect Costs includes the following: Engineering Administration Financing 3Does not include rehabilitation of watermain on Appaloosa 4Includes $312,650 for Appaloosa Trail watermain lining Funding Sources and Special Assessments 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: Manitou Road, Black Oak Road, Hidden Pond Trail, Raspberry Ridge Road, Timberglade Circle, Appaloosa Trail, Highland Court Specific property descriptions included in the above-described area, but not inclusive, are as follows: Kopps Bay Addition Kopps Bay Second Addition Mary Margaret First Addition Raspberry Ridge Raspberry Ridge First Addition Raspberry Ridge Second Addition Raspberry Ridge Third Addition Parts of S 26, T 115, R 22 Parts of S 35, T 115, R 22 The improvement cost can be assessed on a unit basis to the benefiting properties as per the Assessment Policy adopted by the City Council on February 21, 1989, and as amended. The following shows the assessment distribution for the project area. See Exhibit 8 for the preliminary assessment roll and assessment map. The preliminary assessment calculations and background information can be found in Exhibit 9. 15 2016 IMPROVEMENT PROJECT - FUNDING Funding Source Option A Option B Ad Valorem $ 1,622,068.94 $ 1,353,644.36 Assessment (40%) $ 1,018,685.46 $ 839,887.13 Utility Fund - Sewer $ 1,064,811.83 $ 1,005,318.80 Utility Fund - Water $ 1,190,049.86 $ 1,861,240.14 Water Quality Fund $ 27,907.64 $ 29,961.62 Assessment (Per Unit) - Reclamation $ 6,533.03 Assessment (Per Unit) - Reconstruction $ 10,394.75 $ 10,873.26 Total $ 4,923,523.73 $ 5,090,052.05 Option A (Reconstruction): Assessable Units: 98 Units Assessment Per Unit: $10,395 Option B (Reclamation): Assessable Units (Manitou Road): 46 Units Assessment Per Unit (Manitou Road): $10,873 Assessable Units (Reclamation – Raspberry Ridge Neighborhood): 52 units Assessment Per Unit (Reclamation – Raspberry Ridge Neighborhood): $6,533 For Option A the total estimated project cost is $4,923,524 with an estimated assessment amount of $1,018,686. The assessment amount represents 39% of the estimated bond amount of $2,640,755. The appropriate funding sources are shown on the table above. This option does not address the watermain on Appaloosa Trail. For Option B the total estimated project cost is $5,090,052 with an estimated assessment amount of $839,887. The assessment amount represents 38% of the estimated bond amount of $2,193,531. The appropriate funding sources are shown on the table above. This option includes watermain lining on Appaloosa Trail, which Option A does not address. Watermain lining on Appaloosa Trail adds $312,650 to the project cost. Without the Appaloosa Trail watermain lining, the total estimated project cost is $4,777,402. 16 PRELIMINARY PROJECT SCHEDULE The following project schedule outlines an approach to complete the assessable project in 2016: ACTIVITY DATE Held First Informational Meeting September 15, 2015 Accept Feasibility Study/Call for Public Hearing November 23, 2015 Hold Second Informational Meeting December 2015 Conduct Public Hearing/Accept Project/Order Plans and Specifications January 2016 Hold Third Informational Meeting January 2016 Approve Plans and Specifications/Order Advertisements for Bids February 2016 Open Bids March 2016 Accept Bids/Award Contract May 2016 Begin Construction May 2016 Complete Base Course of Bituminous Pavement October 2016 Authorize Amount to be Assessed/Schedule Assessment Hearing October 2016 Complete Final Course of Bituminous Pavement July 2017 CONCLUSION AND RECOMMENDATION The proposed improvement is necessary, cost effective, and feasible from an engineering standpoint and should be made as proposed. Option B would provide an estimated cost savings of $146,122 over Option A if the existing watermain on Appaloosa Trail is not rehabilitated. This amount represents a 3% savings of the overall project cost. Due to the minimal cost savings, it is recommended that reconstruction be used for the 2016 Improvement Project. Reconstruction provides for new concrete curb & gutter, watermain, water services, and curb stops. Option B leaves the existing curb & gutter in place, does not replace water services in the Raspberry Ridge Neighborhood, and does not replace individual shut off valves. Although the street section would be upgraded for this option, the curb & gutter is over 20 years old and would likely need replacement in the future. 17 EXHIBIT 1 PROJECT AREA L o r d s S t N e E a g l e C r e e k A v N e n i t o u R Co a c h ma n L n Ne A p T r l N e Edgewater C i r N e P N e J e f f e r s P a s s N w Q u a k e r T r l N e d g e R d N e Ea g l e C r e e k C i r N w F a i r b a n k s T r l N e N e C h e r r y C t N e E d i n b o r o u g h A v N e C a r r i a g e L n N e R a s p b e r r y R i d g e R d N w Canter L n N e B r i d l e R i d g e T r l N e T i m b e r N e M a r t i n s o n I s l a n d R d N e High l a N e 360 0 3 6 0 180 Feet200 0 2 0 0 4 0 0 100Feet Last U p d a t e d J u l y 2 0 1 4 City o f P r i o r L a k e P u b l i c W o r k s City o f P r i o r L a k e .Minnesota 2015 20 1 6 I m p r o v e m e n t P r o j e c t Exhibit A - S o i l B o r i n g s t o u g e R d N e N e T i m b e N e A p T r l N e g h l a Reclamation/Recon Mill & O v e r l a y EXHIBIT 2 PUBLIC WORKS MEMORANDUM 17073 Adelmann Street SE Prior Lake, MN 55372 Date: November 3, 2015 To: Seng Thongvanh, Project Engineer From: Katy Gehler, Public Works Director Jake Theisen, Maintenance Superintendent Andy Stephes, Water Foreman Jim Larson, Streets and Sewer Foreman Re: Raspberry Ridge/Manitou Street and Utility Conditions This memo summarizes the maintenance issues experienced in the Raspberry Ridge neighborhood and notes functional concerns and recommendations for pavement management and utility replacements. Pavement Management Manitou Road was constructed in the late 1970s and is well beyond the expected life of the pavement. The Raspberry Ridge neighborhood was developed over several years in three distinct phases from 1988-1998. Road construction standards changed over this ten year period which is evident in the condition of the pavement. In addition this area has been known for structurally poor soils. The attached figure shows the current OCIs. OCIs below a 45 have degraded where there are subgrade issues and an overlay is not a cost effective pavement management solution. Below is a summary of the pavement conditions by area: 1 - In areas noted with OCIs under 45 on the map, the pavements are exhibiting settlements in the subbase which has led to alligator cracking. Curb settlements are also prevalent. The settlements are best seen after rains when there are several areas that pool water. Without correcting the subgrade by adding granular material, re-compacting and stabilizing the failures will result in reflective cracking in an overlay within 1-2 years. It is not cost effective to complete an overlay at this point in the pavements degradation. Curb settlements should be addressed and the pavement should be reconstructed either through a reconstruction or reclamation which will allow for subgrade corrections and a near new pavement surface. 2 - Black Oak Road and Hidden Pond Trail from Black Oak Road to Appaloosa Trail was constructed with the second phase of the development. This pavement is starting to show settlements and has an OCI on the threshold of a reconstruction. Because of the subgrade issues this road is recommended to be reclaimed to address the subbase stability. If an overlay is completed it is likely that the subbase will continue to degrade decreasing the expected life of the overlay. 3 - Appaloosa Trail was constructed in the third phase of the development. This pavement is exhibiting transverse cracking in line with the age of the pavement. An overlay is recommended for this areas before they degrade to a point where settlements occur. 4 – Manitou currently has an OCI under 10. Public Works staff has completed several large patches to correct larger failures of the pavement and subbase. This road also was built without a modern drainage system including storm sewer and concrete curb and gutter. Watermain Public Works staff has responded to several watermain issues in this neighborhood. The failures started occurring primarily 5 years ago with three of the issues being identified in 2014. The attached map shows the location and type of repair. Two of the failed valves that were identified in 2014 have not been replaced in anticipation of this project. All of the watermain failures have been caused by corrosion. Corrosive soils can severely pit ductile iron pipe leading to wall weakness and eventual failure without warning. Pipe failures have been caused by degradation of the pipe thickness to a point where it could not sustain the water pressure. The two valves that have been replaced failed due to the flange bolts being corroded away. The capped end of the pipe at CR21 failed due to corrosion of the bolts. With the significant increase in the occurrence of corrosion issues in this area over the last 5 years it is recommended that this line be replaced or lined before unplanned failures cause emergency replacements. 17073 Adelmann Street SE Prior Lake, MN 55372 In addition a valve is needed at the cul-de-sac at the end of Raspberry Ridge Road to allow better system isolation for future shut downs. LowerPriorLake This drawing is neither a legally recorded map nor a surveyand is not intended to be used as one. This drawing is acompilation of records, information and data from variouscity, county and state offices and other sources. Thisdocument should be used for reference only. Norepresentation is made that features presented accuratelyreflect true location. The City of P rior Lake, or any otherentity from w hich data was obtained, assumes no liability forany errors or omissions herein. If discrepancies are found,please contact the City of Prior Lake. 0 500250 Feet City of Prior Lake²Minnesota 2015 Manitou/Raspber r y RidgeImprovements Street ConditionsMap Last Updated November 2015City of P rior Lake GIS 3 5 20 35 39 4 5 3 9 3 3 19 40 35 45 5 0 2 7 3 6 1 0 1 0 Project Area (with current OCI) !( !( &É &É !(&É !(&É !( !( !( !( !(!( &É &É !( !( !( !( !( !( !( &É !( !(!( !(&É !( !(!( !( !(!( !(!( !(!( != !=!= != != G!. G!. G!.G!.G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!.G!. G!.G!. G!. L O R D S S T N E RA SP BE RR Y R ID GE RD N W Q U A K E R T R L N E COACHMAN LN NE C A R R I A G E L N N E F A I R B A N K S T R L N E C H E R R Y C T N E H I G H L A N D C T N E A P P A L O O S A T R L N E J E F F E R S P AS S N W E D G E W A T E R C I R N E B L A C K O A K R D N E M A N I T O U R D N E C A R R I A G E C T N E M A R T I N S O N I S L A N D R D N E E A G L E C R E E K C I R N W 4 6 9 2 3 1 108 11 5 7456721 LowerPriorLake This drawing is neither a legally recorded map nor a surveyand is not intended to be used as one. This drawing is acompilation of records, information and data from variouscity, county and state offices and other sources. Thisdocument should be used for reference only. Norepresentation is made that features presented accuratelyreflect true location. The City of P rior Lake, or any otherentity from w hich data was obtained, assumes no liability forany errors or omissions herein. If discrepancies are found,please contact the City of Prior Lake. 0 500250 Feet City of Prior Lake²Minnesota 2015 Manitou/Raspber r y RidgeImprovements Water Issues Last Updated November 2015City of P rior Lake GIS G!.Hydran t &É Butte rfly !A Curb Stop !(Gate !=Plu g !R Tapping Water Mains Repair Type: Watermain Br eakYear: last 5 yrsNotes: Pipe failure, pitted pipe observed Repair Type: Replaced CapYear: last 5 yrsNotes: Bolts corroded away Repair Type: Valve LeakingYear: FutureNotes: Corrosion suspected Repair Type: Replaced ValveYear: 2014Notes: Bolts corroded away Repair Type: Valve LeakingYear: FutureNotes: Corrosion suspected Repair Type: Watermain BreakYear: 2009Notes: Pipe f ailure, pitted pipe observed Repair Type: Replaced ValveYear: last 5 yrsNotes: Bolts corroded away Repair Type: Watermain Br eakYear: last 5 yrsNotes: Pipe failure, pitted pipe observed Repair Type: Watermain BreakYear: last 10 yrsNotes: Pipe f ailure, pitted pipe observed Repair Type: Replaced ValveYear: last 5 yrsNotes: Bolt s corroded away Repair Type: Replaced ValveYear: last 5 yrsNotes: Bolts corroded away EXHIBIT 3 PROPOSED STREET SECTION PROPOSED STREET SECTIONS EXHIBIT 2 OPTION A - RECONSTRUCTION MANITOU ROAD 6;2+%#.564''65'%6+10 ** R.O.W. VARIES THROUGHOUT PROJECT SEE HORIZONTAL PROFILE * CROWN MAY VARY AT INTERSECTIONS & CUL-DE-SACS, SEE PLANS AND CROSS SECTIONS C TC ELEV. = CENTERLINE ELEV. 25'** 8" CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE) 1 1/2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340B) VARIES 4:1 MAX 4:1 MAX. R.O.W.25'** 15'15' R.O.W. 2 1/2" TYPE SP12.5 NONWEARING COURSE MIXTURE (SPNWB330B) 2357 TACK COAT *3.2%*3.2% VARIES CURB & GUTTER B618 SODDED BOULEVARD W/ 5" TOPSOIL 12" SELECT GRANULAR BORROW GEOTEXTILE FABRIC BLACK OAK, HIDDEN POND, RASPBERRY RIDGE, TIMBERGLADE 6;2+%#.564''65'%6+10 ** R.O.W. VARIES THROUGHOUT PROJECT SEE HORIZONTAL PROFILE * CROWN MAY VARY AT INTERSECTIONS & CUL-DE-SACS, SEE PLANS AND CROSS SECTIONS C TC ELEV. = CENTERLINE ELEV. 25'** 8" CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE) 1 1/2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340B) VARIES 4:1 MAX 4:1 MAX. R.O.W.25'** 16'16' R.O.W. 2 1/2" TYPE SP 12.5 NONWEARING COURSE MIXTURE (SPNWB330B) 2357 TACK COAT *2.9%*2.9% VARIES CURB & GUTTER SURMOUNTABLE SODDED BOULEVARD W/ 5" TOPSOIL 12" SELECT GRANULAR BORROW GEOTEXTILE FABRIC APPALOOSA TRAIL - OVERLAY 6;2+%#.564''65'%6+10 ** R.O.W. VARIES THROUGHOUT PROJECT SEE HORIZONTAL PROFILE * CROWN MAY VARY AT INTERSECTIONS & CUL-DE-SACS, SEE PLANS AND CROSS SECTIONS C TC ELEV. = CENTERLINE ELEV. 25'** 1 1/2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340B) VARIES 4:1 MAX 4:1 MAX. R.O.W.25'** 16'16' R.O.W. 2357 TACK COAT *2.9%*2.9% VARIES CURB & GUTTER INPLACE SURMOUNTABLE PROPOSED STREET SECTIONS EXHIBIT 2 OPTION B - RECLAMATION MANITOU ROAD 6;2+%#.564''65'%6+10 ** R.O.W. VARIES THROUGHOUT PROJECT SEE HORIZONTAL PROFILE * CROWN MAY VARY AT INTERSECTIONS & CUL-DE-SACS, SEE PLANS AND CROSS SECTIONS C TC ELEV. = CENTERLINE ELEV. 25'** 8" CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE) 1 1/2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340B) VARIES 4:1 MAX 4:1 MAX. R.O.W.25'** 15'15' R.O.W. 2 1/2" TYPE SP12.5 NONWEARING COURSE MIXTURE (SPNWB330B) 2357 TACK COAT *3.2%*3.2% VARIES CURB & GUTTER B618 SODDED BOULEVARD W/ 5" TOPSOIL 12" SELECT GRANULAR BORROW GEOTEXTILE FABRIC BLACK OAK, HIDDEN POND, RASPBERRY RIDGE, TIMBERGLADE 6;2+%#.564''65'%6+10Ä4'%.#/#6+10 ** R.O.W. VARIES THROUGHOUT PROJECT SEE HORIZONTAL PROFILE * CROWN MAY VARY AT INTERSECTIONS & CUL-DE-SACS, SEE PLANS AND CROSS SECTIONS C TC ELEV. = CENTERLINE ELEV. 25'** 8" CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE) 1 1/2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340B) VARIES R.O.W.25'** 16'16' R.O.W. 2 1/2" TYPE SP 12.5 NONWEARING COURSE MIXTURE (SPNWB330B) 2357 TACK COAT *2.9%*2.9% VARIES CURB & GUTTER INPLACE SURMOUNTABLE INPLACE SODDED BOULEVARD 12" SELECT GRANULAR BORROW GEOTEXTILE FABRIC APPALOOSA TRAIL - OVERLAY 6;2+%#.564''65'%6+10 ** R.O.W. VARIES THROUGHOUT PROJECT SEE HORIZONTAL PROFILE * CROWN MAY VARY AT INTERSECTIONS & CUL-DE-SACS, SEE PLANS AND CROSS SECTIONS C TC ELEV. = CENTERLINE ELEV. 25'** 1 1/2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA340B) VARIES 4:1 MAX 4:1 MAX. R.O.W.25'** 16'16' R.O.W. 2357 TACK COAT *2.9%*2.9% VARIES CURB & GUTTER INPLACE SURMOUNTABLE EXHIBIT 4 SANITARY SEWER ³ä !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2!!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2!!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2!!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 1015 1016 1017 1018 1019 10201021 1022 1023 1024 1025 1026 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 10441045 1297 1302 1308 1309 1314 1315 1316 13171318 1458 1459 1460 1461 1462 1463 2502 25042505 2506 172 173 174 175 176 448 449 450 451 452 453 491 492 494496498 499 500 501 502 817 818 819 820 821 822 823 824 873 875 876 877878 879 880 881 882 883 884 885 886 887 888 2680 LowerPriorLake This drawing is neither a legally recorded map nor a surveyand is not intended to be used as one. This drawing is acompilation of records, information and data from variouscity, county and state offices and other sources. Thisdocument should be used for reference only. Norepresentation is made that features presented accuratelyreflect true location. The City of Prior Lake, or any otherentity from which data was obtained, assumes no liability forany errors or omissions herein. If discrepancies are found,please contact the City of Prior Lake. 0 500250 Feet City of Prior Lake²Minnesota 2016 Street ImprovementProject Exhibit 4 - SanitarySewer Last Updated November 2015City of Prior Lake GIS Sanitary Sewer Main - Lining !!2 Manhole - Replace Sanitary Sewer Main - Replace !!2 Manhole Sanitary Sewer Main Force Main EXHIBIT 5 WATERMAIN !( !( &É &É !(&É !(&É !( !( !( !( !(!( &É &É !( !( !( !( !( !( !( &É !( !(!( !(&É !( !(!( !( !(!( !(!( !(!( != !=!= != != G!. G!. G!.G!.G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!.G!. G!.G!. G!. &É &É !( !( !( !( !( !( !( != G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. LowerPriorLake This drawing is neither a legally recorded map nor a surveyand is not intended to be used as one. This drawing is acompilation of records, information and data from variouscity, county and state offices and other sources. Thisdocument should be used for reference only. Norepresentation is made that features presented accuratelyreflect true location. The City of Prior Lake, or any otherentity from which data was obtained, assumes no liability forany errors or omissions herein. If discrepancies are found,please contact the City of Prior Lake. 0 500250 Feet City of Prior Lake²Minnesota 2016 Street ImprovementProjectOption AExhibit 5 - Watermain Last Updated November 2015City of Prior Lake GIS G!.Hydrant - Replace &É Butterfly Valve - Replace !(Gate Valve - Replace !=Plug - Replace Watermain - Replace G!.Hydrant &É Butterfly !(Gate !=Plug Water Mains !( !( &É &É !(&É !(&É !( !( !( !( !(!( &É &É !( !( !( !( !( !( !( &É !( !(!( !(&É !( !(!( !( !(!( !(!( !(!( != !=!= != != G!. G!. G!.G!.G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!.G!. G!.G!. G!. &É &É !( !( !( !( !( !( !( != G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. G!. LowerPriorLake This drawing is neither a legally recorded map nor a surveyand is not intended to be used as one. This drawing is acompilation of records, information and data from variouscity, county and state offices and other sources. Thisdocument should be used for reference only. Norepresentation is made that features presented accuratelyreflect true location. The City of Prior Lake, or any otherentity from which data was obtained, assumes no liability forany errors or omissions herein. If discrepancies are found,please contact the City of Prior Lake. 0 500250 Feet City of Prior Lake²Minnesota 2016 Street ImprovementProjectOption BExhibit 5 - Watermain Last Updated November 2015City of Prior Lake GIS G!.Hydrant - Replace &É Butterfly Valve - Replace !(Gate Valve - Replace !=Plug - Replace Water Main - Line Water Main - Replace G!.Hydrant &É Butterfly !(Gate !=Plug Water Mains EXHIBIT 6 STORM SEWER " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "" " " " " " " " " " "" " " " " " " " " " " " " " " " " "" " "" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "" " " " " " " " " " " " " " " " " " """ " " " " "" " " " " " " " " " " " " " " " "" " """" " " " " " " " " " " " " " " " " " " " " " " " #* ") ") ") ") ")")")") ")") ") ")") ") ")") ") ")") ")") ")") ")")") ")") ") ") ") ") ") ") ") ") ") ") ") ") ")")") #* #* #* ") ") ")")") ") ") ")") ") ")") ") ") ") ")")") ") ")")")") ")") ")") ")")") ")") ") ") ") #* #*#* #* ") ") ")") ") ") ") !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( #* #* #* #* #* #*#*#* #* #*#* #* #* #* #* #* #* #* #* " " #* !(")")") " " " " " " " " " " " " ") ")") ")") ")") ")") !( LowerPriorLake This drawing is neither a legally recorded map nor a surveyand is not intended to be used as one. This drawing is acompilation of records, information and data from variouscity, county and state offices and other sources. Thisdocument should be used for reference only. Norepresentation is made that features presented accuratelyreflect true location. The City of Prior Lake, or any otherentity from which data was obtained, assumes no liability forany errors or omissions herein. If discrepancies are found,please contact the City of Prior Lake. 0 500250 Feet City of Prior Lake²Minnesota 2016 Street ImprovementProjectExhibit 6 -Storm Sewer Last Updated November 2015City of Prior Lake GIS ")Catch Basin - New #*Flared End Section - New "Storm Pipes - New ")Catch Basin - Replace !(Access Manhole !(CB Manhole !(Valve #*Flared End Section - Replace "Storm Main - Replace "/Apron #*Flared End Section !(Manhole ")Catch Basin #*Flared End Section $+Overflow "Storm Pipes EXHIBIT 7 ENGINEER’S ESTIMATE SCHEDULE 1 - STREET - MANITOU RD, BLACK OAK RD, HIDDEN PONDS TRL, RASPBERRY RIDGE RD, TIMBERGLADE CIR ITEM #SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2021.501 MOBILIZATION LUMP SUM 1 130,000.00$ 130,000.00$ 2 2101.502 CLEAR AND GRUB TREE 78 400.00$ 31,200.00$ 3 2101.502 CLEAR AND GRUB (SHRUB)SHRUB 80 110.00$ 8,800.00$ 4 2101.502 REMOVE CONCRETE CURB AND GUTTER LIN FT 6840 4.00$ 27,360.00$ 5 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 2040 4.50$ 9,180.00$ 6 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 727 9.00$ 6,543.00$ 7 2104.509 REMOVE SIGN POST EACH 14 60.00$ 840.00$ 8 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 653 8.00$ 5,224.00$ 9 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 2158 6.00$ 12,948.00$ 10 2104.521 SALVAGE & REINSTALL FENCE LIN FT 200 25.00$ 5,000.00$ 11 2104.521 SALVAGE & REINSTALL LANDSCAPE EDGING LIN FT 340 10.00$ 3,400.00$ 12 2104.521 SALVAGE & REINSTALL SPRINKLER SYSTEM LIN FT 340 20.00$ 6,800.00$ 13 2104.523 SALVAGE & REINSTALL MAILBOX EACH 98 100.00$ 9,800.00$ 14 2104.618 SALVAGE & REINSTALL RETAINING WALL SQ FT 220 35.00$ 7,700.00$ 15 2105.501 COMMON EXCAVATION CU YD 26629 14.00$ 372,806.00$ 16 2105.507 SUBGRADE EXCAVATION CU YD 400 14.00$ 5,600.00$ 17 2105.609 SELECT GRANULAR BORROW TON 16020 12.00$ 192,240.00$ 18 2105.526 SELECT TOPSOIL BORROW CU YD 2839 29.00$ 82,331.00$ 19 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD 26367 2.00$ 52,734.00$ 20 2105.543 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 110 30.00$ 3,300.00$ 21 2105.543 1 1/2" SCREENED CLEAN AGGREGATE TON 1134.7 30.00$ 34,041.00$ 22 2112.501 SUBGRADE PREPARATION RS 60.6 250.00$ 15,150.00$ 23 2130.501 WATER DUST CONTROL M GAL 181 50.00$ 9,050.00$ 24 2211.501 AGGREGATE BASE CLASS 5 TON 11347 20.00$ 226,940.00$ 25 2232.501 MILL BITUMINOUS SURFACE (STREET-FULL DEPTH) SQ YD 23237 2.60$ 60,416.20$ 26 2232.501 MILL BITUMINOUS SURFACE (1.5")SQ YD 335 8.00$ 2,680.00$ 27 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 1090 4.00$ 4,360.00$ 28 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) TON 1872 74.00$ 138,528.00$ 29 2360.502 TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B) TON 3118 69.00$ 215,142.00$ 30 2360.503 TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT SQ YD 2040 32.00$ 65,280.00$ 31 2411.618 MODULAR BLOCK RETAINING WALL SQ FT 240 40.00$ 9,600.00$ 32 2506.521 ADJUST FRAME & RING CASTING (SANITARY) EACH 17 450.00$ 7,650.00$ 33 2506.521 ADJUST CASTING WITH 1 1/2" EXTENSION RING EACH 17 300.00$ 5,100.00$ 34 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD 727 51.00$ 37,077.00$ 35 2531.501 CONCRETE CURB AND GUTTER, B618 LIN FT 6248 13.00$ 81,224.00$ 36 2531.501 CONCRETE CURB AND GUTTER, SURMOUNTABLE LIN FT 7480 12.50$ 93,500.00$ 37 2531.501 CONCRETE CURB AND GUTTER REPLACEMENT LIN FT 686.4 30.00$ 20,592.00$ 38 2531.602 CONCRETE PEDESTRIAN CURB RAMP EACH 3 1,000.00$ 3,000.00$ 39 2540.601 TEMPORARY MAILBOXES LUMP SUM 1 3,000.00$ 3,000.00$ 40 2545.523 4" NON-METALLIC CONDUIT LIN FT 550 16.00$ 8,800.00$ 41 2563.601 TRAFFIC CONTROL LUMP SUM 1 10,000.00$ 10,000.00$ 42 2564.537 INSTALL SIGN TYPE SPECIAL (STREET NAME) EACH 16 350.00$ 5,600.00$ 43 2564.537 INSTALL SIGN TYPE C EACH 9 300.00$ 2,700.00$ 44 2564.602 INSTALL STEEL POST EACH 14 200.00$ 2,800.00$ 45 2571.502 TREE 2.5" CAL B&B (VARIETY - SEE SPEC) TREE 24 550.00$ 13,200.00$ 46 2571.505 SHRUB 18" HT (VARIETY - SEE SPEC)SHRUB 30 80.00$ 2,400.00$ 47 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 2470 3.50$ 8,645.00$ 48 2573.530 STORM DRAIN INLET PROTECTION EACH 33 180.00$ 5,940.00$ 49 2573.540 FILTER LOG TYPE WOOD FIBER BIOROLL LIN FT 200 6.00$ 1,200.00$ 50 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 4 2,000.00$ 8,000.00$ 51 2575.501 SEED AND MULCH - SEED MIXTURE 260 (TURF MIX) ACRE 0.2 5,000.00$ 1,000.00$ OPTION A - RECONSTRUCTION ENGINEERS ESTIMATE CITY OF PRIOR LAKE 2016 IMPROVEMENT PROJECT CITY PROJECT #TRN16-000001 52 2575.505 SODDING TYPE LAWN SQ YD 20270 5.00$ 101,350.00$ 53 2575.523 EROSION CONTROL BLANKETS, CATEGORY 3 SQ YD 400 3.00$ 1,200.00$ 54 2581.503 CROSSWALK MARKING EPOXY SQ FT 120 12.00$ 1,440.00$ T SCHEDULE 1 (STREET) TOTAL 2,180,411.20$ SCHEDULE 2 - STORM SEWER - MANITOU RD, BLACK OAK RD, HIDDEN PONDS TRL, RASPBERRY RIDGE RD, TIMBERGLADE CIR ITEM #SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2104.501 REMOVE SEWER PIPE LIN FT 455 10.00$ 4,550.00$ 2 2104.509 REMOVE DRAINAGE STRUCTURE EACH 6 450.00$ 2,700.00$ 3 2104 SALVAGE AND REINSTALL STORM PIPE LIN FT 330 40.00$ 13,200.00$ 4 2105.61 EXPLORATORY EXCAVATION HOUR 5 550.00$ 2,750.00$ 5 2451.607 PIPE BEDDING MATERIAL CU YD 385 40.00$ 15,400.00$ 6 2501.515 24" RC PIPE APRON WITH TRASH GUARD EACH 1 1,500.00$ 1,500.00$ 7 2501.515 21" RC PIPE APRON WITH TRASH GUARD EACH 1 1,300.00$ 1,300.00$ 8 2502.541 4" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK) LIN FT 460 11.00$ 5,060.00$ 9 2503.541 15" RC PIPE SEWER CL V DESIGN 3006 (STORM) LIN FT 1380 40.00$ 55,200.00$ 10 2503.541 18" RC PIPE SEWER CL V DESIGN 3006 (STORM) LIN FT 400 45.00$ 18,000.00$ 11 2503.541 21" RC PIPE SEWER CL V DESIGN 3006 (STORM) LIN FT 710 52.00$ 36,920.00$ 12 2503.541 24" RC PIP SEWER CL V DESIGN 3006 (STORM) LIN FT 100 58.00$ 5,800.00$ 13 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 1,500.00$ 1,500.00$ 14 2506.521 INSTALL CASTING (STORM)EACH 34 500.00$ 17,000.00$ 15 2505.503 RECONSTRUCT STORM SEWER MANHOLE EACH 34 1,000.00$ 34,000.00$ 16 2506.502 CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301) EACH 6 2,600.00$ 15,600.00$ 17 2506.502 CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300) EACH 9 3,200.00$ 28,800.00$ 18 2511.501 CLASS III RIPRAP CU YD 18 120.00$ 2,160.00$ 19 2576.500 POND EXCAVATION LUMP SUM 1 30,000.00$ 30,000.00$ T SCHEDULE 2 (STORM SEWER)TOTAL 291,440.00$ SCHEDULE 3 - SANITARY SEWER - MANITOU RD, BLACK OAK RD, HIDDEN PONDS TRL, RASPBERRY RIDGE RD, TIMBERGLADE CIR ITEM #SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2104.501 REMOVE SEWER PIPE (SANITARY)LIN FT 3690 12.00$ 44,280.00$ 2 2104.501 REMOVE SEWER PIPE (SANITARY SERVICE) LIN FT 1694 10.00$ 16,940.00$ 3 2104.509 REMOVE MANHOLE EACH 16 550.00$ 8,800.00$ 4 2105.601 DEWATERING LUMP SUM 1 4,000.00$ 4,000.00$ 5 2105.610 EXPLORATORY EXCAVATION HOUR 5 550.00$ 2,750.00$ 6 2451.607 PIPE BEDDING MATERIAL CU YD 280 40.00$ 11,200.00$ 7 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH 3 1,500.00$ 4,500.00$ 8 2503.602 RECONNECT TO EXISTING SANITARY SEWER SERVICE EACH 44 400.00$ 17,600.00$ 9 2503.602 8"X4" PVC SDR 26 WYE EACH 44 400.00$ 17,600.00$ 10 2503.603 4" PVC SEWER SDR 26 LIN FT 1694 28.00$ 47,432.00$ 11 2503.603 8" PVC SEWER SDR 35 LIN FT 3690 45.00$ 166,050.00$ 12 2506.521 INSTALL CASTING (SANITARY)EACH 17 600.00$ 10,200.00$ 13 2505.503 RECONSTRUCT SANITARY SEWER MANHOLE EACH 17 1,000.00$ 17,000.00$ 14 2506.501 SANITARY MANHOLE EXTRA DEPTH (>8FT) LIN FT 76 150.00$ 11,400.00$ 15 2506.502 48" DIAMETER SANITARY MANHOLE EACH 16 3,200.00$ 51,200.00$ 16 2505.602 TRACER WIRE ACCESS BOX DRIVEWAY CASTING ASSEMBLY EACH 4 300.00$ 1,200.00$ 17 0.000 15" SEWER CIPP LIN FT 3370 150.00$ 505,500.00$ T SCHEDULE 3 (SANITARY)TOTAL 937,652.00$ SCHEDULE 4 - WATERMAIN - MANITOU RD, BLACK OAK RD, HIDDEN PONDS TRL, RASPBERRY RIDGE RD, TIMBERGLADE CIR ITEM #SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2140.501 REMOVE WATERMAIN LIN FT 6813 10.00$ 68,130.00$ 2 2104.504 REMOVE WATER SERVICE PIPE LIN FT 3736 4.00$ 14,944.00$ 3 2104.509 REMOVE HYDRANT WITH GATE VALVE & BOX EACH 14 450.00$ 6,300.00$ 4 2104.509 REMOVE GATE VALVE & BOX EACH 13 200.00$ 2,600.00$ 5 2104.509 REMOVE CURB STOP & BOX EACH 98 100.00$ 9,800.00$ 6 2105.601 DEWATERING LUMP SUM 1 3,000.00$ 3,000.00$ 7 2105.61 EXPLORATORY EXCAVATION HOUR 10 550.00$ 5,500.00$ 8 2451.607 PIPE BEDDING MATERIAL CU YD 900 40.00$ 36,000.00$ 9 2504.602 CONNECT TO EXISTING WATER MAIN EACH 6 1,800.00$ 10,800.00$ 10 2504.602 HYDRANT WITH 6" GATE VALVE & BOX EACH 15 5,800.00$ 87,000.00$ 11 2504.602 16" GATE VALVE AND BOX EACH 4 9,000.00$ 36,000.00$ 12 2504.602 12" GATE VALVE AND BOX EACH 5 8,000.00$ 40,000.00$ 13 2504.602 8" GATE VALVE AND BOX EACH 7 2,500.00$ 17,500.00$ 14 2505.602 6" GATE VALVE AND BOX EACH 0 2,000.00$ -$ 15 2506.602 4" GATE VALVE AND BOX EACH 1 1,500.00$ 1,500.00$ 16 2504.602 16" SADDLE EACH 27 450.00$ 12,150.00$ 17 2504.602 12" SADDLE EACH 44 400.00$ 17,600.00$ 18 2504.602 8" SADDLE EACH 23 350.00$ 8,050.00$ 19 2504.602 6" SADDLE EACH 3 300.00$ 900.00$ 20 2504.602 4" SADDLE EACH 8 300.00$ 2,400.00$ 21 2504.602 1" CORPORATION STOP EACH 98 300.00$ 29,400.00$ 22 2504.602 1" CURB STOP & BOX EACH 98 400.00$ 39,200.00$ 23 2504.602 RECONNECT WATER SERVICE EACH 98 250.00$ 24,500.00$ 24 2504.603 16" PVC WATERMAIN C-905 LIN FT 2085 64.00$ 133,440.00$ 25 2504.603 12" PVC WATERMAIN C-900 LIN FT 2840 52.00$ 147,680.00$ 26 2504.603 8" PVC WATERMAIN C-900 LIN FT 1745 37.00$ 64,565.00$ 27 2504.603 6" PVC WATERMAIN C-900 LIN FT 425 30.00$ 12,750.00$ 28 2504.603 4" PVC WATERMAIN C-900 LIN FT 802 26.00$ 20,852.00$ 29 2504.603 1" PE-4710 WATER SERVICE SDR-9 LIN FT 3748 22.00$ 82,456.00$ 30 2504.602 TEMPORARY WATER SERVICE EACH 96 550.00$ 52,800.00$ 31 2504.608 DUCTILE IRON FITTINGS LBS 11590 5.50$ 63,745.00$ 32 2506.602 CURB STOP BOX DRIVEWAY CASTING ASSEMBLY EACH 9 300.00$ 2,700.00$ T SCHEDULE 4 (WATERMAIN)TOTAL 1,054,262.00$ SCHEDULE 5 - OVERLAY - APPALOOSA TRAIL, HIGHLAND COURT ITEM #SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2021.501 MOBILIZATION LUMP SUM 1.00 2,000.00$ 2,000.00$ 2 2232.501 MILL BITUMINOUS SURFACE (1.5")SQ YD 5544.00 8.00$ 44,352.00$ 3 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 278.00 4.00$ 1,112.00$ 4 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) TON 477.00 74.00$ 35,298.00$ 5 2531.501 CONCRETE CURB AND GUTTER REPLACEMENT LIN FT 160.00 30.00$ 4,800.00$ 6 2531.602 CONCRETE PEDESTRIAN CURB RAMP EACH 0.00 1,000.00$ -$ 7 2581.503 CROSSWALK MARKING EPOXY SQ FT 0.00 12.00$ -$ T SCHEDULE 5 (OVERLAY)TOTAL 87,562.00$ TOTAL (TRN16-000001) 2,180,411.20$ 291,440.00$ 937,652.00$ 1,054,262.00$ 87,562.00$ TOTAL ESTIMATE 4,551,327.20$ SCHEDULE 5 - OVERLAY - APPALOOSA TRAIL, HIGHLAND COURT SCHEDULE 4 - WATERMAIN - MANITOU RD, BLACK OAK RD, HIDDEN PONDS TRL, RASPBERRY RIDGE RD, TIMBERGLADE CIR SCHEDULE 1 - STREET - MANITOU RD, BLACK OAK RD, HIDDEN PONDS TRL, RASPBERRY RIDGE RD, TIMBERGLADE CIR SCHEDULE 2 - STORM SEWER - MANITOU RD, BLACK OAK RD, HIDDEN PONDS TRL, RASPBERRY RIDGE RD, TIMBERGLADE CIR SCHEDULE 3 - SANITARY SEWER - MANITOU RD, BLACK OAK RD, HIDDEN PONDS TRL, RASPBERRY RIDGE RD, TIMBERGLADE CIR SCHEDULE 1 - STREET - MANITOU RD ITEM #SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2021.501 MOBILIZATION LUMP SUM 1 80,000.00$ 80,000.00$ 2 2101.502 CLEAR AND GRUB TREE 60 400.00$ 24,000.00$ 3 2101.502 CLEAR AND GRUB (SHRUB)SHRUB 50 110.00$ 5,500.00$ 4 2101.502 REMOVE CONCRETE CURB AND GUTTER LIN FT 40 4.00$ 160.00$ 5 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 866 4.50$ 3,897.00$ 6 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 379 9.00$ 3,411.00$ 7 2104.509 REMOVE SIGN POST EACH 4 60.00$ 240.00$ 8 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 340 8.00$ 2,720.00$ 9 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 950 6.00$ 5,700.00$ 10 2104.521 SALVAGE & REINSTALL FENCE LIN FT 100 25.00$ 2,500.00$ 11 2104.521 SALVAGE & REINSTALL LANDSCAPE EDGING LIN FT 200 10.00$ 2,000.00$ 12 2104.521 SALVAGE & REINSTALL SPRINKLER SYSTEM LIN FT 200 20.00$ 4,000.00$ 13 2104.523 SALVAGE & REINSTALL MAILBOX EACH 44 100.00$ 4,400.00$ 14 2104.618 SALVAGE & REINSTALL RETAINING WALL SQ FT 100 35.00$ 3,500.00$ 15 2105.501 COMMON EXCAVATION CU YD 11371 14.00$ 159,194.00$ 16 2105.507 SUBGRADE EXCAVATION CU YD 200 14.00$ 2,800.00$ 17 2105.609 SELECT GRANULAR BORROW TON 6748 12.00$ 80,976.00$ 18 2105.526 SELECT TOPSOIL BORROW CU YD 1524 29.00$ 44,196.00$ 19 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD 11108 2.00$ 22,216.00$ 20 2105.543 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 50 30.00$ 1,500.00$ 21 2105.543 1 1/2" SCREENED CLEAN AGGREGATE TON 479.7 30.00$ 14,391.00$ 22 2112.501 SUBGRADE PREPARATION RS 28.4 250.00$ 7,100.00$ 23 2130.501 WATER DUST CONTROL M GAL 85 50.00$ 4,250.00$ 24 2211.501 AGGREGATE BASE CLASS 5 TON 4797 20.00$ 95,940.00$ 25 2232.501 MILL BITUMINOUS SURFACE (STREET-FULL DEPTH) SQ YD 10413 2.60$ 27,073.80$ 26 2232.501 MILL BITUMINOUS SURFACE (1.5")SQ YD 140 8.00$ 1,120.00$ 27 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 446 4.00$ 1,784.00$ 28 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) TON 766 74.00$ 56,684.00$ 29 2360.502 TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B) TON 1276 69.00$ 88,044.00$ 30 2360.503 TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT SQ YD 866 32.00$ 27,712.00$ 31 2411.618 MODULAR BLOCK RETAINING WALL SQ FT 100 40.00$ 4,000.00$ 32 2506.521 ADJUST FRAME & RING CASTING (SANITARY) EACH 0 450.00$ -$ 33 2506.521 ADJUST CASTING WITH 1 1/2" EXTENSION RING EACH 0 300.00$ -$ 34 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD 379 51.00$ 19,329.00$ 35 2531.501 CONCRETE CURB AND GUTTER, B618 LIN FT 6248 13.00$ 81,224.00$ 36 2531.501 CONCRETE CURB AND GUTTER, SURMOUNTABLE LIN FT 0 12.50$ -$ 37 2531.501 CONCRETE CURB AND GUTTER REPLACEMENT LIN FT 312.4 30.00$ 9,372.00$ 38 2531.602 CONCRETE PEDESTRIAN CURB RAMP EACH 0 1,000.00$ -$ 39 2540.601 TEMPORARY MAILBOXES LUMP SUM 1 1,500.00$ 1,500.00$ 40 2545.523 4" NON-METALLIC CONDUIT LIN FT 150 16.00$ 2,400.00$ 41 2563.601 TRAFFIC CONTROL LUMP SUM 1 5,000.00$ 5,000.00$ 42 2564.537 INSTALL SIGN TYPE SPECIAL (STREET NAME) EACH 2 350.00$ 700.00$ 43 2564.537 INSTALL SIGN TYPE C EACH 4 300.00$ 1,200.00$ 44 2564.602 INSTALL STEEL POST EACH 4 200.00$ 800.00$ 45 2571.502 TREE 2.5" CAL B&B (VARIETY - SEE SPEC) TREE 10 550.00$ 5,500.00$ 46 2571.505 SHRUB 18" HT (VARIETY - SEE SPEC)SHRUB 10 80.00$ 800.00$ 47 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 1420 3.50$ 4,970.00$ 48 2573.530 STORM DRAIN INLET PROTECTION EACH 8 180.00$ 1,440.00$ 49 2573.540 FILTER LOG TYPE WOOD FIBER BIOROLL LIN FT 100 6.00$ 600.00$ OPTION B - MANITOU ROAD ENGINEERS ESTIMATE CITY OF PRIOR LAKE 2016 IMPROVEMENT PROJECT CITY PROJECT #TRN16-000001 50 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1 2,000.00$ 2,000.00$ 51 2575.501 SEED AND MULCH - SEED MIXTURE 260 (TURF MIX) ACRE 0.2 5,000.00$ 1,000.00$ 52 2575.505 SODDING TYPE LAWN SQ YD 11654 5.00$ 58,270.00$ 53 2575.523 EROSION CONTROL BLANKETS, CATEGORY 3 SQ YD 400 3.00$ 1,200.00$ 54 2581.503 CROSSWALK MARKING EPOXY SQ FT 0 12.00$ -$ T SCHEDULE 1 (STREET) TOTAL 978,313.80$ SCHEDULE 2 - STORM SEWER - MANITOU RD ITEM #SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2104.501 REMOVE SEWER PIPE LIN FT 455 10.00$ 4,550.00$ 2 2104.509 REMOVE DRAINAGE STRUCTURE EACH 6 450.00$ 2,700.00$ 3 2104 SALVAGE AND REINSTALL STORM PIPE LIN FT 0 40.00$ -$ 4 2105.61 EXPLORATORY EXCAVATION HOUR 5 550.00$ 2,750.00$ 5 2451.607 PIPE BEDDING MATERIAL CU YD 385 40.00$ 15,400.00$ 6 2501.515 24" RC PIPE APRON WITH TRASH GUARD EACH 1 1,500.00$ 1,500.00$ 7 2501.515 21" RC PIPE APRON WITH TRASH GUARD EACH 1 1,300.00$ 1,300.00$ 8 2502.541 4" PERF TP PIPE DRAIN (WITH GEOTEXTILE FILTER SOCK) LIN FT 460 11.00$ 5,060.00$ 9 2503.541 15" RC PIPE SEWER CL V DESIGN 3006 (STORM) LIN FT 1380 40.00$ 55,200.00$ 10 2503.541 18" RC PIPE SEWER CL V DESIGN 3006 (STORM) LIN FT 400 45.00$ 18,000.00$ 11 2503.541 21" RC PIPE SEWER CL V DESIGN 3006 (STORM) LIN FT 710 52.00$ 36,920.00$ 12 2503.541 24" RC PIP SEWER CL V DESIGN 3006 (STORM) LIN FT 100 58.00$ 5,800.00$ 13 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 1,500.00$ 1,500.00$ 14 2506.521 INSTALL CASTING (STORM)EACH 1 500.00$ 500.00$ 15 2505.503 RECONSTRUCT STORM SEWER MANHOLE EACH 1 1,000.00$ 1,000.00$ 16 2506.502 CONST DRAINAGE STRUCTURE DES (2'X3') (PLATE#301) EACH 6 2,600.00$ 15,600.00$ 17 2506.502 CONST DRAINAGE STRUCTURE DES 48-4022 (PLATE#300) EACH 9 3,200.00$ 28,800.00$ 18 2511.501 CLASS III RIPRAP CU YD 18 120.00$ 2,160.00$ 19 2576.500 POND EXCAVATION LUMP SUM 1 30,000.00$ 30,000.00$ T SCHEDULE 2 (STORM SEWER)TOTAL 228,740.00$ SCHEDULE 3 - SANITARY SEWER - MANITOU RD ITEM #SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2104.501 REMOVE SEWER PIPE (SANITARY)LIN FT 3690 12.00$ 44,280.00$ 2 2104.501 REMOVE SEWER PIPE (SANITARY SERVICE) LIN FT 1694 10.00$ 16,940.00$ 3 2104.509 REMOVE MANHOLE EACH 16 550.00$ 8,800.00$ 4 2105.601 DEWATERING LUMP SUM 1 4,000.00$ 4,000.00$ 5 2105.610 EXPLORATORY EXCAVATION HOUR 5 550.00$ 2,750.00$ 6 2451.607 PIPE BEDDING MATERIAL CU YD 280 40.00$ 11,200.00$ 7 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH 3 1,500.00$ 4,500.00$ 8 2503.602 RECONNECT TO EXISTING SANITARY SEWER SERVICE EACH 44 400.00$ 17,600.00$ 9 2503.602 8"X4" PVC SDR 26 WYE EACH 44 400.00$ 17,600.00$ 10 2503.603 4" PVC SEWER SDR 26 LIN FT 1694 28.00$ 47,432.00$ 11 2503.603 8" PVC SEWER SDR 35 LIN FT 3690 45.00$ 166,050.00$ 12 2506.521 INSTALL CASTING (SANITARY)EACH 0 600.00$ -$ 13 2505.503 RECONSTRUCT SANITARY SEWER MANHOLE EACH 0 1,000.00$ -$ 14 2506.501 SANITARY MANHOLE EXTRA DEPTH (>8FT) LIN FT 76 150.00$ 11,400.00$ 15 2506.502 48" DIAMETER SANITARY MANHOLE EACH 16 3,200.00$ 51,200.00$ 16 2505.602 TRACER WIRE ACCESS BOX DRIVEWAY CASTING ASSEMBLY EACH 4 300.00$ 1,200.00$ 17 0.000 15" SEWER CIPP LIN FT 0 150.00$ -$ T SCHEDULE 3 (SANITARY)TOTAL 404,952.00$ SCHEDULE 4 - WATERMAIN - MANITOU RD ITEM #SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2140.501 REMOVE WATERMAIN LIN FT 2840 10.00$ 28,400.00$ 2 2104.504 REMOVE WATER SERVICE PIPE LIN FT 1656 4.00$ 6,624.00$ 3 2104.509 REMOVE HYDRANT WITH GATE VALVE & BOX EACH 6 450.00$ 2,700.00$ 4 2104.509 REMOVE GATE VALVE & BOX EACH 6 200.00$ 1,200.00$ 5 2104.509 REMOVE CURB STOP & BOX EACH 44 100.00$ 4,400.00$ 6 2105.601 DEWATERING LUMP SUM 1 3,000.00$ 3,000.00$ 7 2105.61 EXPLORATORY EXCAVATION HOUR 5 550.00$ 2,750.00$ 8 2451.607 PIPE BEDDING MATERIAL CU YD 400 40.00$ 16,000.00$ 9 2504.602 CONNECT TO EXISTING WATER MAIN EACH 3 1,800.00$ 5,400.00$ 10 2504.602 HYDRANT WITH 6" GATE VALVE & BOX EACH 7 5,800.00$ 40,600.00$ 11 2504.602 16" GATE VALVE AND BOX EACH 0 9,000.00$ -$ 12 2504.602 12" GATE VALVE AND BOX EACH 5 8,000.00$ 40,000.00$ 13 2504.602 8" GATE VALVE AND BOX EACH 0 2,500.00$ -$ 14 2505.602 6" GATE VALVE AND BOX EACH 0 2,000.00$ -$ 15 2506.602 4" GATE VALVE AND BOX EACH 1 1,500.00$ 1,500.00$ 16 2504.602 16" SADDLE EACH 0 450.00$ -$ 17 2504.602 12" SADDLE EACH 44 400.00$ 17,600.00$ 18 2504.602 8" SADDLE EACH 0 350.00$ -$ 19 2504.602 6" SADDLE EACH 0 300.00$ -$ 20 2504.602 4" SADDLE EACH 8 300.00$ 2,400.00$ 21 2504.602 1" CORPORATION STOP EACH 44 300.00$ 13,200.00$ 22 2504.602 1" CURB STOP & BOX EACH 44 400.00$ 17,600.00$ 23 2504.602 RECONNECT WATER SERVICE EACH 44 250.00$ 11,000.00$ 24 2504.603 16" PVC WATERMAIN C-905 LIN FT 0 64.00$ -$ 25 2504.603 12" PVC WATERMAIN C-900 LIN FT 2840 52.00$ 147,680.00$ 26 2504.603 8" PVC WATERMAIN C-900 LIN FT 0 37.00$ -$ 27 2504.603 6" PVC WATERMAIN C-900 LIN FT 115 30.00$ 3,450.00$ 28 2504.603 4" PVC WATERMAIN C-900 LIN FT 802 26.00$ 20,852.00$ 29 2504.603 1" PE-4710 WATER SERVICE SDR-9 LIN FT 1656 22.00$ 36,432.00$ 30 2504.602 TEMPORARY WATER SERVICE EACH 42 550.00$ 23,100.00$ 31 2504.608 DUCTILE IRON FITTINGS LBS 4895 5.50$ 26,922.50$ 32 2506.602 CURB STOP BOX DRIVEWAY CASTING ASSEMBLY EACH 5 300.00$ 1,500.00$ T SCHEDULE 4 (WATERMAIN)TOTAL 474,310.50$ TOTAL (TRN16-000001) 978,313.80$ 228,740.00$ 404,952.00$ 474,310.50$ TOTAL ESTIMATE 2,086,316.30$ SCHEDULE 2 - STORM SEWER - MANITOU ROAD SCHEDULE 3 - SANITARY SEWER - MANITOU ROAD SCHEDULE 4 - WATERMAIN - MANITOU ROAD SCHEDULE 1 - STREET - MANITOU ROAD SCHEDULE 1 - STREET - BLACK OAK RD, HIDDEN PONDS TRL, RASPBERRY RIDGE RD, TIMBERGLADE CIR ITEM #SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2021.501 MOBILIZATION LUMP SUM 1 45,000.00$ 45,000.00$ 2 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 120 6.00$ 720.00$ 3 2104.521 SALVAGE & REINSTALL SPRINKLER SYSTEM LIN FT 500 20.00$ 10,000.00$ 4 2105.501 COMMON EXCAVATION CU YD 7137 14.00$ 99,918.00$ 5 2105.609 SELECT GRANULAR BORROW TON 7792 12.00$ 93,504.00$ 6 2105.526 SELECT TOPSOIL BORROW CU YD 360 29.00$ 10,440.00$ 7 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD 14490 2.00$ 28,980.00$ 8 2112.501 SUBGRADE PREPARATION RS 32.8 250.00$ 8,200.00$ 9 2130.501 WATER DUST CONTROL M GAL 40 50.00$ 2,000.00$ 10 2211.501 AGGREGATE BASE CLASS 5 TON 5222 20.00$ 104,440.00$ 11 2232.501 MILL BITUMINOUS SURFACE (STREET-FULL DEPTH) SQ YD 12822 2.60$ 33,337.20$ 12 2232.501 MILL BITUMINOUS SURFACE (1.5")SQ YD 247 8.00$ 1,976.00$ 13 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 644 4.00$ 2,576.00$ 14 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) TON 1106 74.00$ 81,844.00$ 15 2360.502 TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B) TON 1838 69.00$ 126,822.00$ 16 2502.541 4" PERF TP PIPE DRAIN LIN FT 1150 11.00$ 12,650.00$ 17 2504.602 ADJUST VALVE BOX EACH 5 130.00$ 650.00$ 18 2504.602 ADJUST VALVE BOX WITH 1 1/2" EXTENSION RING EACH 5 160.00$ 800.00$ 19 2506.521 INSTALL CASTING (SANITARY)EACH 17 750.00$ 12,750.00$ 20 2506.521 INSTALL CASTING (STORM)EACH 28 800.00$ 22,400.00$ 21 2506.521 ADJUST CASTING WITH 1 1/2" EXTENSION RING EACH 25 300.00$ 7,500.00$ 22 2531.501 CONCRETE CURB AND GUTTER REPLACEMENT LIN FT 1935 30.00$ 58,050.00$ 23 2531.602 CONCRETE PEDESTRIAN CURB RAMP EACH 4 1,000.00$ 4,000.00$ 24 2545.523 4" NON-METALLIC CONDUIT LIN FT 350 16.00$ 5,600.00$ 25 2563.601 TRAFFIC CONTROL LUMP SUM 1 1,500.00$ 1,500.00$ 26 2564.537 INSTALL SIGN TYPE SPECIAL (STREET NAME) EACH 14 350.00$ 4,900.00$ 27 2564.537 INSTALL SIGN TYPE C EACH 9 300.00$ 2,700.00$ 28 2564.602 INSTALL STEEL POST EACH 10 200.00$ 2,000.00$ 29 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT 300 3.50$ 1,050.00$ 30 2573.530 STORM DRAIN INLET PROTECTION EACH 30 180.00$ 5,400.00$ 31 2573.540 FILTER LOG TYPE WOOD FIBER BIOROLL LIN FT 300 6.00$ 1,800.00$ 32 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 3 2,000.00$ 6,000.00$ 33 2575.605 HYDROSEEDING SQ YD 1002 2.50$ 2,505.00$ 34 2581.503 CROSSWALK MARKING EPOXY SQ FT 120 12.00$ 1,440.00$ T SCHEDULE 1 (STREET) TOTAL 803,452.20$ SCHEDULE 2 - OVERLAY - APPALOOSA TRAIL, HIGHLAND COURT ITEM #SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2021.501 MOBILIZATION LUMP SUM 1.00 2,000.00$ 2,000.00$ 2 2232.501 MILL BITUMINOUS SURFACE (1.5")SQ YD 5544.00 8.00$ 44,352.00$ 3 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 278.00 4.00$ 1,112.00$ 4 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) TON 477.00 74.00$ 35,298.00$ 5 2531.501 CONCRETE CURB AND GUTTER REPLACEMENT LIN FT 160.00 30.00$ 4,800.00$ 6 2531.602 CONCRETE PEDESTRIAN CURB RAMP EACH 0.00 1,000.00$ -$ 7 2581.503 CROSSWALK MARKING EPOXY SQ FT 0.00 12.00$ -$ T SCHEDULE 2 (OVERLAY) TOTAL 87,562.00$ 803,452.20$ 87,562.00$ TOTAL ESTIMATE 891,014.20$ SCHEDULE 2 - OVERLAY - APPALOOOSA, HIGHLAND COURT SCHEDULE 1 - STREET - RASPBERRY RIDGE NEIGHBORHOOD OPTION B - RASPBERRY RIDGE NEIGHBORHOOD RECLAMATION ENGINEERS ESTIMATE CITY OF PRIOR LAKE 2016 IMPROVEMENT PROJECT CITY PROJECT #TRN16-000001 OPTION B - WATERMAIN LINING ITEM # DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 6" WATERMAIN LINING LIN FT 1690 185.00$ 312,650.00$ 2 8" WATERMAIN LINING LIN FT 1745 200.00$ 349,000.00$ 4 16" WATERMAIN LINING LIN FT 2085 275.00$ 573,375.00$ T TOTAL 1,235,025.00$ RASPBERRY RIDGE NEIGHBORHOOD 922,375.00$ APPALOOSA TRAIL/HIGHLAND COURT 312,650.00$ TOTAL (RASPBERRY RIDGE) 1,235,025.00$ EXHIBIT 8 PRELIMINARY ASSESSMENT ROLLS/MAPS LowerPriorLake CAPELLE RYAN J 14906 MANITOURD NE PRIOR LAKE CITY OF & CITY MANA 4646 DAKOTA ST SE T U F T E O B E R T N & D O R I S 1 4 9 3 7 M A N I T O U R D N E K E M P E R K I P L I N G J & N A N C Y J 1 4 9 2 4 M A N I T O U R D N E K A T H A N R I C H A R D W & E L I Z A B E T H M 4 1 4 1 R A S P B E R R Y R I D G E R D N B A R T E L S R U D O L F & R O S E A N N 1 4 9 7 0 M A N I T O U R D N E GILSTER GARY E & JOYCE M 14976 MANITOU RD NETHEIS MICHAEL J14982 MANITOURD NEMAY GARY E& JUDITH M14986 MANITOU RD NESPIELMANPATRICK & VICKI14998 MANITOU RD NEMEGARRY DIRKR & BONNIE M15008 MANITOU RD NEMIKOLYZK JON A 15018 MANITOU RD NE G R I D E R J A M E S 1 5 2 0 0 M A N I T O U R D N E P F I F F N E R M Y R N A L 1 5 1 8 0 M A N I T O U R D N E RASMUSSEN CHAD M & LISA M 15164 MANITOU RD NE STARK KORY A 1915 ALPINE PLZ UNIT 101 KIENTZLE NORMAN & PEGGY L 15132 MANITOU RD NE ALBRECHT JERALD N & KATHLEEN I 15116 MANITOU RD NE KALINOWSKI TOMASZ & BOZENA 15100 MANITOU RD NE SIBBET DANA D & MARGARET A 15084 MANITOU RD NE TIRITILLI ANTHONY N & KAYE A 15068 MANITOU RD NE PRINS ADAM J & HEATHER A 15052 MANITOU RD NE SAMSON JAMES E & BARBARA E 15036 MANITOU RD NE M O N N E N S M A R K L & A N N M 4 0 7 0 E A U C L A I R E C I R N E LAMB CHRISTOPHER15129 MANITOU RD NE BLAKE EARLW & DIA R15111 MANITOU RD NE LUBANSKY THOMASS & KARI JO15097 MANITOU RD NE LARSON GREGORY& MELINDA M15079 MANITOU RD NE MENKE BRADLEY J15059 MANITOURD NE DALEY JEFFREYP & VICTORIA F15039 MANITOU RD NE LUTZ MICHAELF & LORA LEE15021 MANITOU RD NE RUSSELLKRISTINA R4177 AMBERLEAF TRLOWENS JAMIE 15005 MANITOURD NE ENGAN DAVID A& CONNIE K14987 MANITOU RD NE NYHUS PETER A 14977 MANITOU RD NE HENDRICKSON BRIAN J & KAREN L 14969 MANITOU RD NE P R O E H L A D A M W 14 95 7 M A NIT O U R D N E C O O K J O H N D & P A M E L A 149 49 M A NIT O U R D N E T U F T E O B E R T N & D O RIS 1493 7 M A NIT O U R D N E WARD DANIEL C & JOAN L 14929 MANITOU RD NE O P H E I M W A R R E N W 1 4 9 1 7 M A N I T O U R D N E ELLMAN MATTHE W R 14909 MANITOU RD NE JENNIFER LGALLAHER REVOCABLE14897 MANITOU RD NERICHARD KNUTSON REVOCABLE TRUS 14889 MANITOU RD NE N A Y A S H A U N & D E N I S E A 2 8 1 2 D A K O T A T R N C A R D D A V I D C & A M Y M 1 4 8 7 7 M A N I T O U R D N E This drawing is neither a legally recorded map nor a surveyand is not intended to be used as one. This drawing is acompilation of records, information and data from variouscity, county and state offices and other sources. Thisdocument should be used for reference only. Norepresentation is made that features presented accuratelyreflect true location. The City of Prior Lake, or any otherentity from which data was obtained, assumes no liability forany errors or omissions herein. If discrepancies are found,please contact the City of Prior Lake. 0 500250 Feet City of Prior Lake²Minnesota 2015 Manitou RoadReconstruction Assessment Map Last Updated November 2015City of Prior Lake GIS Project Corridor Lakes & Streams L O R D S S T N E R A S P BE R R Y RID GE R D N W HIG H L A N D C T N E A P P A L O O S A T R L N EHIDDENPONDTRLNE B L A C K O A K R D N E M A N I T O U R D N E RASP B E R R Y R I D G E R D NE M A R T I N S O N I S L A N D R D N E T I M B E R G L A D E CIR NE E A G L E C R E E K C I R N W 456721 LowerPrior Lake PRIOR LAKE CITYOF & CITY MA NA4646 DAKOTA S T SESEDIVY J O S E P H G & B E T S Y C 1 4 8 7 6 T I M B E R G L A D E C I R N E E C K E L M A N S T E V E N M & L I N D A J 4 1 9 8 H I D D E N P O N D T R L N E B A L L D A N N Y & D I A N E 4 1 7 6 H I D D E N P O N D T R L N E D E F R I E S F A M I L Y T R U S T 4 1 5 8 H I D D E N P O N D T R L W I L H E L M L E E D E L S O N 4 1 4 0 H I D D E N P O N D T R L N E E N N E N G A E L I Z A B E T H A N N E 4 1 3 6 R A S P B E R R Y R I D G E R D NSTAPF M I C H A E L D & M I C H E L E S 4 1 2 4 R A S P B E R R Y R I D G E R D N H U T N I K T H O M A S J N 5 5 6 2 C O R D J WOJAHN MARK R & HEIDI L 15051 BLACK OAK RD NE BAUER CHRISTIE L 15037 BLACK OAK RD NE TROTMAN MICHAEL T & DEBORA L 15023 BLACK OAK RD NE JOHANNES JAMES D & DEANNA M 15011 BLACK OAK RD NE SLAMA MARK4181 HIDDENPOND TR NE SIVEN RONALD D & KRISTINE K 14998 BLACK OAK RD NE RADEMACHER JAMES E & KIMBERLY 15008 BLACK OAK RD NE PRIBBLE MICHAEL J & JENNIFER A 15028 BLACK OAK RD NETACHENY STEVEN B & JOANNA K 15036 BLACK OAK RD NEOVERLID AARON E & MAYTE 15052 BLACK OAK RD NE E V A N S E V A N F & C Y N T H I A A E V A N S 4 1 0 5 R A S P B E R R Y R I D G E R D N F L E M M I N G J O H N G & L I N D A C 4 0 9 9 R A S P B E R R Y R I D G E R D N H U N T I N G T O N G R E G O R Y D & L E S L I E 4 0 8 7 R A S P B E R R Y R I D G E R D N K A T H A N R I C H A R D W & E L I Z A B E T H M 4 1 4 1 R A S P B E R R Y R I D G E R D N P R I O R L A K E C I T Y O F & C I T Y M A N A 4 6 4 6 D A K O T A S T S E H A G E N T O D D 4 0 2 5 R A S P B E R R Y R I D G E R D N Z I N S B R I A N G & N A N C Y A 4 0 4 5 R A S P B E R R Y R I D G E R D N W I L L M O T T K E L L Y J 4 0 6 5 R A S P B E R R Y R I D G E R D N RAICHE THOMAS J3932 HIDDENPOND TRL NE LANDRO MICHAELJ & PATRICIA E3944 HIDDENPOND TRL NE KLEIN JEFFREY E & KARLA J 14950 TIMBERGLADE CIR NE F O R R E S T G G R E E N R E V O C A B L E T R U S 1 4 9 3 6 T I M B E R G L A D E C I R N E M E L L E M A S T E V E N J 1 4 9 2 4 T I M B E R G L A D E C I R N E S C H I R M E R S S T E V E G & S H A R O N 1 4 9 1 0 T I M B E R G L A D E C I R N E ERICKSON TY RUS B14900 TIMBERGLADECIR NE M E Y E R M A T T H E W G 1 4 8 8 8 T I M B E R G L A D E C I R N E S I E R S G O R D O N & J U L I E A N N 1 4 8 8 1 T I M B E R G L A D E C I R N E M U E L K E N D AV I D L & J U L I E A 1 4 8 9 5 T I M B E R G L A D E C I R N E GRANT MA RK R & NAN CY A 1 4 915 TI MB ERG LAD E CI R N E S K E L L Y K I M B E R L Y A 1 4 9 2 9 T I M B E R G L A D E C I R N E A N D E R S O N A L F R E D V 1 4 9 4 5 T I M B E R G L A D E C I R N E DAVIS O N T H O M AS O & M A R Y 4112 HID D E N P O N D T RL NE HELGERSON JAMES J 4120 HIDDEN POND TRL NE TOLL DEREK A 3939 HIDDEN POND TRL NE MARIER KEVEN W & MELISSA G 3951 HIDDEN POND TRL NE JOHNSON BRADLEY S & KIMBERLY J 3975 HIDDEN POND TRL NE WILKERSON NICHOLAS DALE 3993 HIDDEN POND TRL NE D R A K E P A U L R & P A U L I N E M 4 1 3 3 H I D D E N P O N D T R L N E B R U N N E R D O U G L A S B & S H E R I L 4 1 2 6 H I D D E N P O N D T R L N E J U D D A N T H O N Y K 4 1 3 2 H I D D E N P O N D T R L N E DARMODY KIM E 15125 APPALOOSA TRL NE R Y A N T I M O T H Y D & J A N N A J 4 1 6 7 R A S P B E R R Y R I D G E R D N F O L I S I E D W A R D J & D A W M M 1 0 3 4 4 T U S C A N Y W A Y S T R A L E Y T I M O T H Y G 4 1 4 7 R A S P B E R R Y R I D G E R D N S T O C K I N G E R M A T T H E W J & T E R I S C 1 0 2 4 9 1 8 2 S T W This drawing is neither a legally recorded map nor a surveyand is not intended to be used as one. This drawing is acompilation of records, information and data from variouscity, county and state offices and other sources. Thisdocument should be used for reference only. Norepresentation is made that features presented accuratelyreflect true location. The City of P rior Lake, or any otherentity from w hich data was obtained, assumes no liability forany errors or omissions herein. If discrepancies are found,please contact the City of Prior Lake. 0 250125 Feet City of Prior Lake²Minnesota 2015 Raspber r y RidgeReconstructionProject Assessment Map Last Updated October 2015City of P rior Lake GIS Project Corridor Ove rlay Corridor Lakes & Streams RAS PBER RYRIDGE R D N W E D G E W A T E R CIR N E HIG H L A N D C T N E M A R T I N S O N I S L A N D R D N E T I M B E R G LA D E CIR NE RASPBERRYRIDGERDNE E AGL E C R E E K C I R N W HID D ENPONDTRLNE L O R D S S T N E B L A C K O A K R D N E A P P A L O O S A T R L N E M A N I T O U R D N E M A N I T O U R D N E 456721 LowerPriorLake BLICHFELDT MICHELLE L 15112 APPALOOSA TRL NE BECK DAVID & BETSY 15111 APPALOOSATRL NE SCHNEIDER MICHAEL J & SARA M 15099 APPALOOSA TRL NE BENEDICT THOMAS J & RACHEL M 15085 APPALOOSA TRL NE CARPENTER DONALD W 15071 APPALOOSA TRL NE AVELDSON JASON L 15057 APPALOOSA TRL NE FINSTAD PEER E & KIMBERLY A 15043 APPALOOSA TRL NE REICHWALD PAUL &JOSIE REICHWA15029 APPALOOSA TRL NE SEIDL BRIAN15015 APPALOOSATRL NE LARSON KENDALLC & BECKY A15001 APPALOOSA TRL NE KEITH ARTHUR A& CHRISTINE C14987 APPALOOSA TRL NE ROBERTS BRYANC & TANYA M14973 APPALOOSA TRL NE LIEBL MICHAEL J 15098 APPALOOSA TRL NE DYBEVIK STEPHEN & BRENDA 15084 APPALOOSA TRL NE GILBOE JOSEPH G 15070 APPALOOSA TRL NE ARECHIGO HEATHER A 15056 APPALOOSA TRL NE THORSON JEFFREY A & DANYELLE K 15042 APPALOOSA TRL NE KENNELLY CHRISTOPHER J 15028 APPALOOSA TRL NE FLATEN JAY A &JENNIFER M L15014 APPALOOSATRL NE B U E S C H E R G A R Y L & C O N N I E F 1 4 9 7 2 H I G H L A N D C T N E R E G I S D I A N A G A I L 1 4 9 4 8 H I G H L A N D C T N E A L L A N R I C K E & P E G G Y W 1 4 9 3 6 H I G H L A N D C T N E JOHNS ON-BERGGRENGINA M14939 HIGHLAND CT NE B E N S O N D A V I D A & J E A N C 1 4 9 5 1 H I G H L A N D C T N E W E I S Z T H E R O N M & J E N N I F E R L 1 4 9 7 5 H I G H L A N D C T N E C L A R K T O D D C & B E T H A 1 4 9 5 6 A P P A L O O S A T R L N E H A N S E N T H O M A S W & F L O R E N C E A 1 4 9 5 0 A P P A L O O S A T R L N E S C H O E L L E R J O H N W & K I R S T E N A 1 4 9 5 3 A P P A L O O S A T R L N E This drawing is neither a legally recorded map nor a surveyand is not intended to be used as one. This drawing is acompilation of records, information and data from variouscity, county and state offices and other sources. Thisdocument should be used for reference only. Norepresentation is made that features presented accuratelyreflect true location. The City of P rior Lake, or any otherentity from w hich data was obtained, assumes no liability forany errors or omissions herein. If discrepancies are found,please contact the City of Prior Lake. 0 250125 Feet City of Prior Lake²Minnesota 2015 AppaloosaOverlayProject Proper ty Map Last Updated October 2015City of P rior Lake GIS Ove rlay Corridor Lakes & Streams DE S C R I P T I O N : TR N 1 6 - 0 0 0 0 0 1 M A N I T O U R O A D S T R E E T I M P R O V E M E N T P R O J E C T AS S E S S M E N T U N I T R A T E ( 4 0 % ) : ST R E E T A N D S T O R M S E W E R AS S E S S M E N T C O D E : IN T E R E S T R A T E : TE R M : 10 Y E A R S T R E E T S IN I T I A L Y E A R : AD D I T I O N A L I N T E R E S T : TO T A L U N I T S : 46 S T R E E T S PA Y M E N T M E T H O D : EQ U A L P R I N C I P A L No . L e g a l D e s c r i p t i o n P a r c e l A d d r e s s P a r c e l N u m b e r P r o p e r t y O w n e r & A d d r e s s A s s e s s i b l e U n i t s Street AssessmentTotal Assessment Amount 1 Su b d i v i s i o n N a m e M A R Y M A R G A R E T 1 S T AD D N L o t 0 0 1 B l o c k 0 0 1 S u b d i v i s i o n C d 25 2 4 4 14 9 7 0 M A N I T O U R D N E 2 5 - 2 4 4 0 0 1 - 0 BA R T E L S R U D O L F & R O S E A N N 14 9 7 0 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 2 Su b d i v i s i o n N a m e M A R Y M A R G A R E T 1 S T AD D N L o t 0 0 2 B l o c k 0 0 1 S u b d i v i s i o n C d 25 2 4 4 14 9 7 6 M A N I T O U R D N E 2 5 - 2 4 4 0 0 2 - 0 GI L S T E R G A R Y E & J O Y C E M 14 9 7 6 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 3 Su b d i v i s i o n N a m e M A R Y M A R G A R E T 1 S T AD D N L o t 0 0 2 B l o c k 0 0 2 S u b d i v i s i o n C d 25 2 4 4 14 9 8 2 M A N I T O U R D N E 2 5 - 2 4 4 0 0 5 - 0 TH E I S M I C H A E L J 14 9 8 2 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 4 Su b d i v i s i o n N a m e M A R Y M A R G A R E T 1 S T AD D N L o t 0 0 3 B l o c k 0 0 2 S u b d i v i s i o n C d 25 2 4 4 14 9 8 6 M A N I T O U R D N E 2 5 - 2 4 4 0 0 6 - 0 MA Y G A R Y E & J U D I T H M 14 9 8 6 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 5 Su b d i v i s i o n N a m e M A R Y M A R G A R E T 1 S T AD D N L o t 0 0 4 B l o c k 0 0 2 S u b d i v i s i o n C d 25 2 4 4 14 9 9 8 M A N I T O U R D N E 2 5 - 2 4 4 0 0 7 - 0 SP I E L M A N P A T R I C K & V I C K I 14 9 9 8 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 6 Su b d i v i s i o n N a m e M A R Y M A R G A R E T 1 S T AD D N L o t 0 0 5 B l o c k 0 0 2 S u b d i v i s i o n C d 25 2 4 4 15 0 0 8 M A N I T O U R D N E 2 5 - 2 4 4 0 0 8 - 0 ME G A R R Y D I R K R & B O N N I E M 15 0 0 8 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 7 Su b d i v i s i o n N a m e M A R Y M A R G A R E T 1 S T AD D N L o t 0 0 6 B l o c k 0 0 2 S u b d i v i s i o n C d 25 2 4 4 15 0 1 8 M A N I T O U R D N E 2 5 - 2 4 4 0 0 9 - 0 MI K O L Y Z K J O N A 15 0 1 8 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 8 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E L o t 00 2 B l o c k 0 0 1 S u b d i v i s i o n C d 2 5 2 5 3 15 2 0 0 M A N I T O U R D N E 2 5 - 2 5 3 0 0 2 - 0 GR I D E R J A M E S 15 2 0 0 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 9 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E L o t 00 3 B l o c k 0 0 1 S u b d i v i s i o n C d 2 5 2 5 3 15 1 8 0 M A N I T O U R D N E 2 5 - 2 5 3 0 0 3 - 0 PF I F F N E R M Y R N A L 15 1 8 0 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 10 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E L o t 00 4 B l o c k 0 0 1 S u b d i v i s i o n C d 2 5 2 5 3 15 1 6 4 M A N I T O U R D N E 2 5 - 2 5 3 0 0 4 - 0 RA S M U S S E N C H A D M & L I S A M 15 1 6 4 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 11 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E L o t 00 5 B l o c k 0 0 1 S u b d i v i s i o n C d 2 5 2 5 3 15 1 4 8 M A N I T O U R D N E 2 5 - 2 5 3 0 0 5 - 0 ST A R K K O R Y A 15 1 4 8 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 No . L e g a l D e s c r i p t i o n P a r c e l A d d r e s s P a r c e l N u m b e r P r o p e r t y O w n e r & A d d r e s s A s s e s s i b l e U n i t s Street AssessmentTotal Assessment Amount 12 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E L o t 00 6 B l o c k 0 0 1 S u b d i v i s i o n C d 2 5 2 5 3 15 1 3 2 M A N I T O U R D N E 2 5 - 2 5 3 0 0 6 - 0 KI E N T Z L E N O R M A N & P E G G Y L 15 1 3 2 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 13 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E L o t 00 7 B l o c k 0 0 1 S u b d i v i s i o n C d 2 5 2 5 3 15 1 1 6 M A N I T O U R D N E 2 5 - 2 5 3 0 0 7 - 0 AL B R E C H T J E R A L D N & K A T H L E E N I 15 1 1 6 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 14 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E L o t 00 8 B l o c k 0 0 1 S u b d i v i s i o n C d 2 5 2 5 3 15 1 0 0 M A N I T O U R D N E 2 5 - 2 5 3 0 0 8 - 0 KA L I N O W S K I T O M A S Z & B O Z E N A 15 1 0 0 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 15 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E L o t 00 9 B l o c k 0 0 1 S u b d i v i s i o n C d 2 5 2 5 3 15 0 8 4 M A N I T O U R D N E 2 5 - 2 5 3 0 0 9 - 0 SI B B E T D A N A D & M A R G A R E T A 15 0 8 4 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 16 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E L o t 01 0 B l o c k 0 0 1 S u b d i v i s i o n C d 2 5 2 5 3 15 0 6 8 M A N I T O U R D N E 2 5 - 2 5 3 0 1 0 - 0 TI R I T I L L I A N T H O N Y N & K A Y N 15 0 6 8 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 17 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E L o t 01 1 B l o c k 0 0 1 S u b d i v i s i o n C d 2 5 2 5 3 15 0 5 2 M A N I T O U R D N E 2 5 - 2 5 3 0 1 1 - 0 PR I N S A D A M J & H E A T H E R A 15 0 5 2 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 18 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E L o t 01 2 B l o c k 0 0 1 S u b d i v i s i o n C d 2 5 2 5 3 15 0 3 6 M A N I T O U R D N E 2 5 - 2 5 3 0 1 2 - 0 SA M S O N J A M E S E & B A R B A R A E 15 0 3 6 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 19 Se c t i o n 2 6 T o w n s h i p 1 1 5 R a n g e 0 2 2 P / O GO V T L O T 1 C O M N W C O R L O T 1 4 K O P P S BA Y 2 N D , N E 4 0 ' T O P O B , E T O N E C O R , N 25 - 9 2 6 0 2 0 - 0 NA Y A S H A U N & D E N I S E A 28 1 2 D A K O T A T R N PR I O R L A K E M N 5 5 3 7 2 20 Se c t i o n 2 6 T o w n s h i p 1 1 5 R a n g e 0 2 2 P / O GO V ' T L O T 1 B E G N L I N E O F L I L A L A N E , SW 2 7 0 . 6 3 , T O P O B , N W 3 0 1 . 3 , S W 1 1 9 , SE 2 7 1 . 6 7 , N E 1 0 2 . 6 3 T O B E G . 25 - 9 2 6 0 2 2 - 0 TU F T E O B E R T N & D O R I S 14 9 3 7 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 21 Su b d i v i s i o n N a m e K O P P ' S B A Y A D D N L o t 1& 2 S u b d i v i s i o n C d 2 5 0 5 1 P / O L Y I N G W OF A L I N E C O M S W C O R L O T 1 , N 7 7 - 5 9 - 00 E A L O N G S L I N E O F L O T 1 1 9 4 . 9 3 ' T O PO B N 2 2 - 0 6 - 3 9 E 2 0 8 . 5 2 ' T O N L I N E O F LO T 2 & T H E R E T E R M E X W 5 5 ' F O R R D 25 - 0 5 1 0 0 1 - 1 MO N N E N S M A R K L & A N N M 40 7 0 E A U C L A I R E C I R N E PR I O R L A K E M N 5 5 3 7 2 22 Su b d i v i s i o n N a m e K O P P ' S B A Y A D D N L o t 00 3 S u b d i v i s i o n C d 2 5 0 5 1 & P / O V A C A T E D LI L A L A N E 15 1 2 9 M A N I T O U R D N E 2 5 - 0 5 1 0 0 3 - 0 LA M B C H R I S T O P H E R 15 1 2 9 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 No . L e g a l D e s c r i p t i o n P a r c e l A d d r e s s P a r c e l N u m b e r P r o p e r t y O w n e r & A d d r e s s A s s e s s i b l e U n i t s Street AssessmentTotal Assessment Amount 23 Su b d i v i s i o n N a m e K O P P ' S B A Y A D D N L o t 00 4 S u b d i v i s i o n C d 2 5 0 5 1 & S M A L L PA R C E L E ' E R L Y O F L O T 4 I N G O V T L O T 6 35 - 1 1 5 - 2 2 15 1 1 1 M A N I T O U R D N E 2 5 - 0 5 1 0 0 4 - 0 BL A K E E A R L W & D I A R 15 1 1 1 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 24 Su b d i v i s i o n N a m e K O P P ' S B A Y A D D N L o t 00 5 S u b d i v i s i o n C d 2 5 0 5 1 & 5 5 . 2 9 ' A D J . TO L O T O N W E S T 15 0 9 7 M A N I T O U R D N E 2 5 - 0 5 1 0 0 5 - 0 LU B A N S K Y T H O M A S S & K A R I J O 15 0 9 7 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 25 Su b d i v i s i o n N a m e K O P P ' S B A Y A D D N L o t 00 6 S u b d i v i s i o n C d 2 5 0 5 1 15 0 7 9 M A N I T O U R D N E 2 5 - 0 5 1 0 0 6 - 0 LA R S O N G R E G O R Y & M E L I N D A M 15 0 7 9 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 26 Su b d i v i s i o n N a m e K O P P ' S B A Y A D D N L o t 00 7 S u b d i v i s i o n C d 2 5 0 5 1 15 0 5 9 M A N I T O U R D N E 2 5 - 0 5 1 0 0 7 - 0 ME N K E B R A D L E Y J 15 0 5 9 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 27 Su b d i v i s i o n N a m e K O P P ' S B A Y A D D N L o t 00 8 S u b d i v i s i o n C d 2 5 0 5 1 15 0 3 9 M A N I T O U R D N E 2 5 - 0 5 1 0 0 8 - 0 DA L E Y J E F F R E Y P & V I C T O R I A F 15 0 3 9 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 28 Su b d i v i s i o n N a m e K O P P ' S B A Y A D D N L o t 00 9 S u b d i v i s i o n C d 2 5 0 5 1 15 0 2 1 M A N I T O U R D N E 2 5 - 0 5 1 0 0 9 - 0 LU T Z M I C H A E L F & L O R A L E E 15 0 2 1 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 29 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 0 1 S u b d i v i s i o n C d 2 5 0 5 3 14 9 9 7 M A N I T O U R D N E 2 5 - 0 5 3 0 0 1 - 0 RU S S E L L K R I S T I N A R 41 7 7 A M B E R L E A F T R L EA G A N M N 5 5 1 2 3 30 Su b d i v i s i o n N a m e K O P P ' S B A Y A D D N L o t 01 0 S u b d i v i s i o n C d 2 5 0 5 1 15 0 0 5 M A N I T O U R D N E 2 5 - 0 5 1 0 1 0 - 0 OW E N S J A M I E 15 0 0 5 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 31 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 0 2 S u b d i v i s i o n C d 2 5 0 5 3 14 9 8 7 M A N I T O U R D N E 2 5 - 0 5 3 0 0 2 - 0 EN G A N D A V I D A & C O N N I E K 14 9 8 7 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 32 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 0 3 S u b d i v i s i o n C d 2 5 0 5 3 14 9 7 7 M A N I T O U R D N E 2 5 - 0 5 3 0 0 3 - 0 NY H U S P E T E R A 14 9 7 7 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 33 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 0 4 S u b d i v i s i o n C d 2 5 0 5 3 14 9 6 9 M A N I T O U R D N E 2 5 - 0 5 3 0 0 4 - 0 HE N D R I C K S O N B R I A N J & K A R E N L 14 9 6 9 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 34 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 0 5 S u b d i v i s i o n C d 2 5 0 5 3 14 9 5 7 M A N I T O U R D N E 2 5 - 0 5 3 0 0 5 - 0 PR O E H L A D A M W 14 9 5 7 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 35 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 0 6 S u b d i v i s i o n C d 2 5 0 5 3 14 9 4 9 M A N I T O U R D N E 2 5 - 0 5 3 0 0 6 - 0 CO O K J O H N D & P A M E L A 14 9 4 9 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 36 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 0 7 S u b d i v i s i o n C d 2 5 0 5 3 14 9 3 7 M A N I T O U R D N E 2 5 - 0 5 3 0 0 7 - 0 TU F T E O B E R T N & D O R I S 14 9 3 7 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 No . L e g a l D e s c r i p t i o n P a r c e l A d d r e s s P a r c e l N u m b e r P r o p e r t y O w n e r & A d d r e s s A s s e s s i b l e U n i t s Street AssessmentTotal Assessment Amount 37 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 0 8 S u b d i v i s i o n C d 2 5 0 5 3 14 9 2 9 M A N I T O U R D N E 2 5 - 0 5 3 0 0 8 - 0 WA R D D A N I E L C & J O A N L 14 9 2 9 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 38 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 0 9 S u b d i v i s i o n C d 2 5 0 5 3 14 9 1 7 M A N I T O U R D N E 2 5 - 0 5 3 0 0 9 - 0 OP H E I M W A R R E N W 14 9 1 7 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 39 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 1 0 S u b d i v i s i o n C d 2 5 0 5 3 14 9 0 9 M A N I T O U R D N E 2 5 - 0 5 3 0 1 0 - 0 EL L M A N M A T T H E W R 14 9 0 9 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 40 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 1 1 S u b d i v i s i o n C d 2 5 0 5 3 14 8 9 7 M A N I T O U R D N E 2 5 - 0 5 3 0 1 1 - 0 GA L L A H E R J E N N I F E R L 14 8 9 7 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 41 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 1 2 S u b d i v i s i o n C d 2 5 0 5 3 14 8 8 9 M A N I T O U R D N E 2 5 - 0 5 3 0 1 2 - 0 RI C H A R D K N U T S O N R E V O C A B L E T R U S 14 8 8 9 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 42 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 1 4 S u b d i v i s i o n C d 2 5 0 5 3 E X C O M N W CO R , N E A L O N G N L I N E 4 0 ' , S T O S L I N E LO T 1 4 2 3 0 . 2 4 S E O F N W C O R L O T 1 4 , NW T O P O B 14 8 6 9 M A N I T O U R D N E 2 5 - 0 5 3 0 1 4 - 0 NA Y A S H A U N & D E N I S E A 28 1 2 D A K O T A T R N PR I O R L A K E M N 5 5 3 7 2 43 Su b d i v i s i o n N a m e K O P P ' S B A Y 2 N D A D D N Lo t 0 1 3 S u b d i v i s i o n C d 2 5 0 5 3 & T R I A N G TC T I N L O T 1 4 L Y I N G A L O N G N E ' E R L Y L I N E OF L O T 1 3 14 8 7 7 M A N I T O U R D N E 2 5 - 0 5 3 0 1 3 - 0 CA R D D A V I D C & A M Y M 14 8 7 7 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 44 Se c t i o n 2 6 T o w n s h i p 1 1 5 R a n g e 0 2 2 P / O GL 1 C O M N C O R L O T 1 1 K O P P B A Y 2 N D , NW 5 1 . 8 3 ' T O P O B , N W 3 6 2 . 7 5 ' , S W 61 . 8 6 ' , S 3 6 7 . 5 7 ' , N E 1 7 7 ' T O P O B . 14 9 0 6 M A N I T O U R D N E 2 5 - 9 2 6 0 2 2 - 1 CA P E L L E R Y A N J 14 9 0 6 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 45 Se c t i o n 2 6 T o w n s h i p 1 1 5 R a n g e 0 2 2 P / O GL # 1 B E G N C O R O F 1 1 K O P P ' S B A Y 2 N D , NW 5 1 . 8 3 ' , S W 1 7 7 ' T O P O B , N W 3 6 7 . 5 7 ' , SW 6 6 . 5 7 ' , S E 3 7 6 . 2 3 ' , N 1 6 3 . 4 4 ' T O B E G 14 9 2 4 M A N I T O U R D N E 2 5 - 9 2 6 0 2 3 - 0 KE M P E R K I P L I N G J & N A N C Y J 14 9 2 4 M A N I T O U R D N E PR I O R L A K E M N 5 5 3 7 2 46 Se c t i o n 2 6 T o w n s h i p 1 1 5 R a n g e 0 2 2 P / O GO V ' T L O T 1 B E G N C O R O F 1 1 K O P S B A Y 2N D , N W 5 1 . 8 3 T O P O B , N W 3 0 1 . 7 7 , N W 25 5 . 7 5 , N E 9 7 7 . 2 1 , S 2 1 2 . 7 S W T O B E G E X E 3 3 25 - 9 2 6 0 2 6 - 0 KA T H A N R I C H A R D W & E L I Z A B E T H M 41 4 1 R A S P B E R R Y R I D G E R D N PR I O R L A K E M N 5 5 3 7 2 DE S C R I P T I O N : TR N 1 6 - 0 0 0 0 0 1 R A S P B E R R Y R I D G E N E I G H B O R H O O D I M P R O V E M E N T P R O J E C T AS S E S S M E N T U N I T R A T E ( 4 0 % ) : ST R E E T A N D S T O R M S E W E R AS S E S S M E N T C O D E : IN T E R E S T R A T E : TE R M : 10 Y E A R S T R E E T S IN I T I A L Y E A R : AD D I T I O N A L I N T E R E S T : TO T A L U N I T S : 52 S T R E E T S PA Y M E N T M E T H O D : EQ U A L P R I N C I P A L No . L e g a l D e s c r i p t i o n P a r c e l A d d r e s s P a r c e l N u m b e r P r o p e r t y O w n e r & A d d r e s s A s s e s s i b l e U n i t s S t r e e t A s s e s s m e n t Total Assess-ment Amount 1 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 1 B l o c k 0 0 1 Su b d i v i s i o n C d 2 5 2 5 8 40 2 5 R A S P B E R R Y R I D G E R D N E 25 - 2 5 8 0 0 1 - 0 HA G E N T O D D 40 2 5 R A S P B E R R Y R I D G E R D N PR I O R L A K E M N 5 5 3 7 2 2 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 2 B l o c k 0 0 1 Su b d i v i s i o n C d 2 5 2 5 8 40 4 5 R A S P B E R R Y R I D G E R D N E 25 - 2 5 8 0 0 2 - 0 ZI N S B R I A N G & N A N C Y A 40 4 5 R A S P B E R R Y R I D G E R D N PR I O R L A K E M N 5 5 3 7 2 3 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 3 B l o c k 0 0 1 Su b d i v i s i o n C d 2 5 2 5 8 40 6 5 R A S P B E R R Y R I D G E R D N E 25 - 2 5 8 0 0 3 - 0 WI L L M O T T K E L L Y J 40 6 5 R A S P B E R R Y R I D G E R D N PR I O R L A K E M N 5 5 3 7 2 4 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 1 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 39 3 2 H I D D E N P O N D T R L N E 25 - 2 5 8 0 0 4 - 0 RA I C H E T H O M A S J 39 3 2 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 5 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 2 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 39 4 4 H I D D E N P O N D T R L N E 25 - 2 5 8 0 0 5 - 0 LA N D R O M I C H A E L J & P A T R I C I A E 39 4 4 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 6 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 3 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 9 5 0 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 0 6 - 0 KL E I N J E F F R E Y E & K A R L A J 14 9 5 0 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 7 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 4 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 9 3 6 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 0 7 - 0 FO R R E S T G . G R E E N R E V O C T R U S T 14 9 3 6 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 8 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 5 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 9 2 4 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 0 8 - 0 ME L L E M A S T E V E N J 14 9 2 4 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 9 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 6 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 9 1 0 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 0 9 - 0 SC H I R M E R S S T E V E G & S H A R O N 14 9 1 0 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 10 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 7 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 9 0 0 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 1 0 - 0 ER I C K S O N T Y R U S B 14 9 0 0 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 No . L e g a l D e s c r i p t i o n P a r c e l A d d r e s s P a r c e l N u m b e r P r o p e r t y O w n e r & A d d r e s s A s s e s s i b l e U n i t s S t r e e t A s s e s s m e n t Total Assess-ment Amount 11 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 8 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 8 8 8 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 1 1 - 0 ME Y E R M A T T H E W G 14 8 8 8 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 12 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 1 0 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 8 8 1 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 1 3 - 0 SI E R S G O R D O N & J U L I E A N N 14 8 8 1 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 13 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 1 1 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 8 9 5 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 1 4 - 0 MU E L K E N D A V I D L & J U L I E A 14 8 9 5 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 14 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 1 2 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 9 1 5 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 1 5 - 0 GR A N T M A R K R & N A N C Y A 14 9 1 5 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 15 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 1 3 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 9 2 9 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 1 6 - 0 SK E L L Y K I M B E R L Y A 14 9 2 9 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 16 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 1 4 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 9 4 5 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 1 7 - 0 AN D E R S O N A L F R E D V 14 9 4 5 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 17 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 1 5 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 41 1 2 H I D D E N P O N D T R L N E 25 - 2 5 8 0 1 8 - 0 DA V I S O N T H O M A S O & M A R Y 41 1 2 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 18 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 1 6 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 41 2 0 H I D D E N P O N D T R L N E 25 - 2 5 8 0 1 9 - 0 HE L G E R S O N J A M E S J 41 2 0 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 19 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 1 B l o c k 0 0 3 Su b d i v i s i o n C d 2 5 2 5 8 39 3 9 H I D D E N P O N D T R L N E 25 - 2 5 8 0 2 0 - 0 TO L L D E R E K A 39 3 9 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 20 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 2 B l o c k 0 0 3 Su b d i v i s i o n C d 2 5 2 5 8 39 5 1 H I D D E N P O N D T R L N E 25 - 2 5 8 0 2 1 - 0 MA R I E R K E V E N W & M E L I S S A G 39 5 1 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 21 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 3 B l o c k 0 0 3 Su b d i v i s i o n C d 2 5 2 5 8 39 7 5 H I D D E N P O N D T R L N E 25 - 2 5 8 0 2 2 - 0 JO H N S O N B R A D L E Y S & K I M B E R L Y J 39 7 5 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 22 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 4 B l o c k 0 0 3 Su b d i v i s i o n C d 2 5 2 5 8 39 9 3 H I D D E N P O N D T R L N E 25 - 2 5 8 0 2 3 - 0 WI L K E R S O N N I C H O L A S D A L E 39 9 3 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 23 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 5 B l o c k 0 0 3 Su b d i v i s i o n C d 2 5 2 5 8 41 3 3 H I D D E N P O N D T R L N E 25 - 2 5 8 0 2 4 - 0 DR A K E P A U L R & P A U L I N E M 41 3 3 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 24 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 1 B l o c k 0 0 4 Su b d i v i s i o n C d 2 5 2 5 8 41 2 6 H I D D E N P O N D T R L N E 25 - 2 5 8 0 2 5 - 0 BR U N N E R D O U G L A S B & S H E R I L 41 2 6 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 No . L e g a l D e s c r i p t i o n P a r c e l A d d r e s s P a r c e l N u m b e r P r o p e r t y O w n e r & A d d r e s s A s s e s s i b l e U n i t s S t r e e t A s s e s s m e n t Total Assess-ment Amount 25 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 2 B l o c k 0 0 4 Su b d i v i s i o n C d 2 5 2 5 8 41 3 2 H I D D E N P O N D T R L N E 25 - 2 5 8 0 2 6 - 0 JU D D A N T H O N Y K 41 3 2 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 26 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 1 B l o c k 0 0 1 Su b d i v i s i o n C d 2 5 3 0 4 41 9 8 H I D D E N P O N D T R L N E 25 - 3 0 4 0 0 1 - 0 EC K E L M A N S T E V E N M & L I N D A J 41 9 8 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 27 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 2 B l o c k 0 0 1 Su b d i v i s i o n C d 2 5 3 0 4 41 7 6 H I D D E N P O N D T R L N E 25 - 3 0 4 0 0 2 - 0 BA L L D A N N Y & D I A N E 41 7 6 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 28 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 3 B l o c k 0 0 1 Su b d i v i s i o n C d 2 5 3 0 4 41 5 8 H I D D E N P O N D T R L N E 25 - 3 0 4 0 0 3 - 0 DE F R I E S F A M I L Y T R U S T 41 5 8 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 29 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 4 B l o c k 0 0 1 Su b d i v i s i o n C d 2 5 3 0 4 41 4 0 H I D D E N P O N D T R L N E 25 - 3 0 4 0 0 4 - 0 DE L S O N W I L H E L M L E E 41 4 0 H I D D E N P O N D T R L N E PR I O R L A K E M N 5 5 3 7 2 30 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 2 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 3 0 4 41 3 6 R A S P B E R R Y R I D G E R D N E 25 - 3 0 4 0 0 6 - 0 EN N E N G A E L I Z A B E T H A N N E 41 3 6 R A S P B E R R Y R I D G E R D N PR I O R L A K E M N 5 5 3 7 2 31 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 3 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 3 0 4 41 2 4 R A S P B E R R Y R I D G E R D N E 25 - 3 0 4 0 0 7 - 0 ST A P F M I C H A E L D & M I C H E L E S 41 2 4 R A S P B E R R Y R I D G E R D N PR I O R L A K E M N 5 5 3 7 2 32 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 4 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 3 0 4 41 1 0 R A S P B E R R Y R I D G E R D N E 25 - 3 0 4 0 0 8 - 0 HU T N I K T H O M A S J N5 5 6 2 C O R D J LA D Y S M I T H W I 5 4 8 4 8 33 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 5 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 3 0 4 15 0 5 1 B L A C K O A K R D N E 25 - 3 0 4 0 0 9 - 0 WO J A H N M A R K R & H E I D I L 15 0 5 1 B L A C K O A K R D N E PR I O R L A K E M N 5 5 3 7 2 34 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 6 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 3 0 4 15 0 3 7 B L A C K O A K R D N E 25 - 3 0 4 0 1 0 - 0 BA U E R C H R I S T I E L 15 0 3 7 B L A C K O A K R D N E PR I O R L A K E M N 5 5 3 7 2 35 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 7 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 3 0 4 15 0 2 3 B L A C K O A K R D N E 25 - 3 0 4 0 1 1 - 0 TR O T M A N M I C H A E L T & D E B O R A L 15 0 2 3 B L A C K O A K R D N E PR I O R L A K E M N 5 5 3 7 2 36 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 8 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 3 0 4 15 0 1 1 B L A C K O A K R D N E 25 - 3 0 4 0 1 2 - 0 JO H A N N E S J A M E S D & D E A N N A M 15 0 1 1 B L A C K O A K R D N E PR I O R L A K E M N 5 5 3 7 2 37 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 9 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 3 0 4 41 8 1 H I D D E N P O N D T R L N E 25 - 3 0 4 0 1 3 - 0 SL A M A M A R K 41 8 1 H I D D E N P O N D T R N E PR I O R L A K E M N 5 5 3 7 2 38 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 1 B l o c k 0 0 3 Su b d i v i s i o n C d 2 5 3 0 4 14 9 9 8 B L A C K O A K R D N E 25 - 3 0 4 0 1 4 - 0 SI V E N R O N A L D D & K R I S T I N E K 14 9 9 8 B L A C K O A K R D N E PR I O R L A K E M N 5 5 3 7 2 No . L e g a l D e s c r i p t i o n P a r c e l A d d r e s s P a r c e l N u m b e r P r o p e r t y O w n e r & A d d r e s s A s s e s s i b l e U n i t s S t r e e t A s s e s s m e n t Total Assess-ment Amount 39 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 2 B l o c k 0 0 3 Su b d i v i s i o n C d 2 5 3 0 4 15 0 0 8 B L A C K O A K R D N E 25 - 3 0 4 0 1 5 - 0 RA D E M A C H E R J A M E S E & K I M B E R L Y 15 0 0 8 B L A C K O A K R D N E PR I O R L A K E M N 5 5 3 7 2 40 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 3 B l o c k 0 0 3 Su b d i v i s i o n C d 2 5 3 0 4 15 0 2 8 B L A C K O A K R D N E 25 - 3 0 4 0 1 6 - 0 PR I B B L E M I C H A E L J & J E N N I F E R A 15 0 2 8 B L A C K O A K R D N E PR I O R L A K E M N 5 5 3 7 2 41 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 4 B l o c k 0 0 3 Su b d i v i s i o n C d 2 5 3 0 4 15 0 3 6 B L A C K O A K R D N E 25 - 3 0 4 0 1 7 - 0 TA C H E N Y S T E V E N B & J O A N N A K 15 0 3 6 B L A C K O A K R D N E PR I O R L A K E M N 5 5 3 7 2 42 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 5 B l o c k 0 0 3 Su b d i v i s i o n C d 2 5 3 0 4 15 0 5 2 B L A C K O A K R D N E 25 - 3 0 4 0 1 8 - 0 OV E R L I D A A R O N E & M A Y T E 15 0 5 2 B L A C K O A K R D N E PR I O R L A K E M N 5 5 3 7 2 43 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 1 B l o c k 0 0 4 Su b d i v i s i o n C d 2 5 3 0 4 41 0 5 R A S P B E R R Y R I D G E R D N E 25 - 3 0 4 0 1 9 - 0 EV A N S E V A N F & C Y N T H I A A E V A N S 41 0 5 R A S P B E R R Y R I D G E R D N PR I O R L A K E M N 5 5 3 7 2 44 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 2 B l o c k 0 0 4 Su b d i v i s i o n C d 2 5 3 0 4 40 9 9 R A S P B E R R Y R I D G E R D N E 25 - 3 0 4 0 2 0 - 0 FL E M M I N G J O H N G & L I N D A C 40 9 9 R A S P B E R R Y R I D G E R D N PR I O R L A K E M N 5 5 3 7 2 45 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 3 B l o c k 0 0 4 Su b d i v i s i o n C d 2 5 3 0 4 40 8 7 R A S P B E R R Y R I D G E R D N E 25 - 3 0 4 0 2 1 - 0 HU N T I N G T O N G R E G O R Y D & L E S L I E 40 8 7 R A S P B E R R Y R I D G E R D N PR I O R L A K E M N 5 5 3 7 2 46 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 2 B l o c k 0 0 5 Su b d i v i s i o n C d 2 5 3 0 4 15 1 2 5 A P P A L O O S A T R L N E 25 - 3 0 4 0 2 3 - 0 DA R M O D Y K I M E 15 1 2 5 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 47 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 3 B l o c k 0 0 5 Su b d i v i s i o n C d 2 5 3 0 4 41 6 7 R A S P B E R R Y R D G R D N E 25 - 3 0 4 0 2 4 - 0 RY A N T I M O T H Y D & J A N N A J 41 6 7 R A S P B E R R Y R I D G E R D N E PR I O R L A K E M N 5 5 3 7 2 48 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 4 B l o c k 0 0 5 Su b d i v i s i o n C d 2 5 3 0 4 41 5 5 R A S P B E R R Y R D G R D N E 25 - 3 0 4 0 2 5 - 0 FO L I S I E D W A R D J & D A W M M 41 5 5 R A S P B E R R Y R I D G E R D N E PR I O R L A K E M N 5 5 3 7 2 49 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 5 B l o c k 0 0 5 Su b d i v i s i o n C d 2 5 3 0 4 41 4 7 R A S P B E R R Y R D G R D N E 25 - 3 0 4 0 2 6 - 0 ST R A L E Y T I M O T H Y G 41 4 7 R A S P B E R R Y R I D G E R D N E PR I O R L A K E M N 5 5 3 7 2 50 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2N D A D D N L o t 0 0 6 B l o c k 0 0 5 Su b d i v i s i o n C d 2 5 3 0 4 41 4 1 R A S P B E R R Y R I D G E R D N E 25 - 3 0 4 0 2 7 - 0 KA T H A N R I C H A R D W & E L I Z A B E T H M 41 4 1 R A S P B E R R Y R I D G E R D N PR I O R L A K E M N 5 5 3 7 2 51 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3R D A D D N L o t 0 0 1 B l o c k 0 0 3 Su b d i v i s i o n C d 2 5 3 4 2 42 1 2 H I D D E N P O N D T R L N E 25 - 3 4 2 0 1 8 - 0 ST O C K I N G E R M A T T H E W J & T E R I S C 10 2 4 9 1 8 2 N D S T W LA K E V I L L E M N 5 5 0 4 4 52 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 1S T A D D N L o t 0 0 9 B l o c k 0 0 2 Su b d i v i s i o n C d 2 5 2 5 8 14 8 7 6 T I M B E R G L A D E C I R N E 25 - 2 5 8 0 1 2 - 0 SE D I V Y J O S E P H G & B E T S Y C 14 8 7 6 T I M B E R G L A D E C I R N E PR I O R L A K E M N 5 5 3 7 2 DE S C R I P T I O N : TR N 1 6 - 0 0 0 0 0 1 A P P A L O O S A T R A I L A N D H I G H L A N D C O U R T O V E R L A Y AS S E S S M E N T U N I T R A T E ( 4 0 % ) : ST R E E T AS S E S S M E N T C O D E : IN T E R E S T R A T E : TE R M : 10 Y E A R S T R E E T S IN I T I A L Y E A R : AD D I T I O N A L I N T E R E S T : TO T A L U N I T S : 28 S T R E E T S PA Y M E N T M E T H O D : EQ U A L P R I N C I P A L No . L e g a l D e s c r i p t i o n P a r c e l A d d r e s s P a r c e l N u m b e r P r o p e r t y O w n e r & A d d r e s s As s e s s i b l e Un i t s Street As s e s s m e n t Total Assessment Amount 1 Su b d i v i s i o n N a m e M A R Y M A R G A R E T 1 S T AD D N L o t 0 0 3 B l o c k 0 0 1 S u b d i v i s i o n C d 25 2 4 4 1 4 9 5 0 A P P A L O O S A T R L N E 2 5 - 2 4 4 0 0 3 - 0 HA N S E N T H O M A S W & F L O R E N C E A 14 9 5 0 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 2 Su b d i v i s i o n N a m e M A R Y M A R G A R E T 1 S T AD D N L o t 0 0 1 B l o c k 0 0 2 S u b d i v i s i o n C d 25 2 4 4 1 4 9 5 3 A P P A L O O S A T R L N E 2 5 - 2 4 4 0 0 4 - 0 SC H O E L L E R J O H N W & K I R S T E N A 14 9 5 3 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 3 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2 N D AD D N L o t 0 0 1 B l o c k 0 0 2 S u b d i v i s i o n C d 25 3 0 4 1 5 1 1 2 A P P A L O O S A T R L N E 2 5 - 3 0 4 0 0 5 - 0 BL I C H F E L D T M I C H E L L E L 15 1 1 2 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 4 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 2 N D AD D N L o t 0 0 1 B l o c k 0 0 5 S u b d i v i s i o n C d 25 3 0 4 1 5 1 1 1 A P P A L O O S A T R L N E 2 5 - 3 0 4 0 2 2 - 0 BE C K D A V I D & B E T S Y 15 1 1 1 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 5 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 1 B l o c k 0 0 1 S u b d i v i s i o n C d 25 3 4 2 1 5 0 9 9 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 0 1 - 0 SC H N E I D E R M I C H A E L J & S A R A M 15 0 9 9 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 6 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 2 B l o c k 0 0 1 S u b d i v i s i o n C d 25 3 4 2 1 5 0 8 5 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 0 2 - 0 BE N E D I C T T H O M A S J & R A C H E L M 15 0 8 5 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 7 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 3 B l o c k 0 0 1 S u b d i v i s i o n C d 25 3 4 2 1 5 0 7 1 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 0 3 - 0 CA R P E N T E R D O N A L D W 15 0 7 1 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 8 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 4 B l o c k 0 0 1 S u b d i v i s i o n C d 25 3 4 2 1 5 0 5 7 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 0 4 - 0 AV E L D S O N J A S O N L & M I C H E L L E M 15 0 5 7 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 9 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 5 B l o c k 0 0 1 S u b d i v i s i o n C d 25 3 4 2 1 5 0 4 3 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 0 5 - 0 FI N S T A D P E E R E & K I M B E R L Y A 15 0 4 3 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 10 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 6 B l o c k 0 0 1 S u b d i v i s i o n C d 25 3 4 2 1 5 0 2 9 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 0 6 - 0 RE I C H W A L D P A U L & J O S I E R E I C H W A 15 0 2 9 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 11 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 7 B l o c k 0 0 1 S u b d i v i s i o n C d 25 3 4 2 1 5 0 1 5 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 0 7 - 0 SE I D L B R I A N 15 0 1 5 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 No . L e g a l D e s c r i p t i o n P a r c e l A d d r e s s P a r c e l N u m b e r P r o p e r t y O w n e r & A d d r e s s As s e s s i b l e Un i t s Street As s e s s m e n t Total Assessment Amount 12 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 8 B l o c k 0 0 1 S u b d i v i s i o n C d 25 3 4 2 1 5 0 0 1 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 0 8 - 0 LA R S O N K E N D A L L C & B E C K Y A 15 0 0 1 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 13 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 9 B l o c k 0 0 1 S u b d i v i s i o n C d 25 3 4 2 1 4 9 8 7 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 0 9 - 0 KE I T H A R T H U R A & C H R I S T I N E C 14 9 8 7 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 14 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 1 0 B l o c k 0 0 1 S u b d i v i s i o n C d 25 3 4 2 1 4 9 7 3 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 1 0 - 0 RO B E R T S B R Y A N C & T A N Y A M 14 9 7 3 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 15 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 1 B l o c k 0 0 2 S u b d i v i s i o n C d 25 3 4 2 1 5 0 9 8 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 1 1 - 0 LI E B L M I C H A E L J 15 0 9 8 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 16 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 2 B l o c k 0 0 2 S u b d i v i s i o n C d 25 3 4 2 1 5 0 8 4 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 1 2 - 0 DY B E V I K S T E P H E N & B R E N D A 15 0 8 4 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 17 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 3 B l o c k 0 0 2 S u b d i v i s i o n C d 25 3 4 2 1 5 0 7 0 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 1 3 - 0 GI L B O E J O S E P H G 15 0 7 0 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 18 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 4 B l o c k 0 0 2 S u b d i v i s i o n C d 25 3 4 2 1 5 0 5 6 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 1 4 - 0 AR E C H I G O H E A T H E R A 15 0 5 6 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 19 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 5 B l o c k 0 0 2 S u b d i v i s i o n C d 25 3 4 2 1 5 0 4 2 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 1 5 - 0 TH O R S O N J E F F R E Y A & D A N Y E L L E K 15 0 4 2 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 20 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 6 B l o c k 0 0 2 S u b d i v i s i o n C d 25 3 4 2 1 5 0 2 8 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 1 6 - 0 KE N N E L L Y C H R I S T O P H E R J 15 0 2 8 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 21 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 7 B l o c k 0 0 2 S u b d i v i s i o n C d 25 3 4 2 1 5 0 1 4 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 1 7 - 0 FL A T E N J A Y A & J E N N I F E R M L 15 0 1 4 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 22 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 2 B l o c k 0 0 3 S u b d i v i s i o n C d 25 3 4 2 1 4 9 7 2 H I G H L A N D C T N E 2 5 - 3 4 2 0 1 9 - 0 BU E S C H E R G A R Y L & C O N N I E F 14 9 7 2 H I G H L A N D C T N E PR I O R L A K E M N 5 5 3 7 2 23 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 3 B l o c k 0 0 3 S u b d i v i s i o n C d 25 3 4 2 1 4 9 4 8 H I G H L A N D C T N E 2 5 - 3 4 2 0 2 0 - 0 RE G I S D I A N A G A I L 14 9 4 8 H I G H L A N D C T N E PR I O R L A K E M N 5 5 3 7 2 24 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 4 B l o c k 0 0 3 S u b d i v i s i o n C d 25 3 4 2 1 4 9 3 6 H I G H L A N D C T N E 2 5 - 3 4 2 0 2 1 - 0 AL L A N R I C K E & P E G G Y W 14 9 3 6 H I G H L A N D C T N E PR I O R L A K E M N 5 5 3 7 2 25 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 5 B l o c k 0 0 3 S u b d i v i s i o n C d 25 3 4 2 1 4 9 3 9 H I G H L A N D C T N E 2 5 - 3 4 2 0 2 2 - 0 JO H N S O N - B E R G G R E N G I N A M 14 9 3 9 H I G H L A N D C T N E PR I O R L A K E M N 5 5 3 7 2 26 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 6 B l o c k 0 0 3 S u b d i v i s i o n C d 25 3 4 2 1 4 9 5 1 H I G H L A N D C T N E 2 5 - 3 4 2 0 2 3 - 0 BE N S O N D A V I D A & J E A N C 14 9 5 1 H I G H L A N D C T N E PR I O R L A K E M N 5 5 3 7 2 No . L e g a l D e s c r i p t i o n P a r c e l A d d r e s s P a r c e l N u m b e r P r o p e r t y O w n e r & A d d r e s s As s e s s i b l e Un i t s Street As s e s s m e n t Total Assessment Amount 27 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 7 B l o c k 0 0 3 S u b d i v i s i o n C d 25 3 4 2 1 4 9 7 5 H I G H L A N D C T N E 2 5 - 3 4 2 0 2 4 - 0 WE I S Z T H E R O N M & J E N N I F E R L 14 9 7 5 H I G H L A N D C T N E PR I O R L A K E M N 5 5 3 7 2 28 Su b d i v i s i o n N a m e R A S P B E R R Y R I D G E 3 R D AD D N L o t 0 0 8 B l o c k 0 0 3 S u b d i v i s i o n C d 25 3 4 2 1 4 9 5 6 A P P A L O O S A T R L N E 2 5 - 3 4 2 0 2 5 - 0 CL A R K T O D D C & B E T H A 14 9 5 6 A P P A L O O S A T R L N E PR I O R L A K E M N 5 5 3 7 2 EXHIBIT 9 PRELIMINARY ASSESSMENT CALCULATIONS OPTION A ASSESSMENT CALCULATION - RECONSTRUCTION 2016 Improvement Project Number of Units = 98 Total Streets and Storm Sewer Schedule 1 Street $2,180,411.20 Schedule 2 Storm Sewer $291,440.00 Street Lights MVEC $33,000.00 Total $2,504,851.20 Subtractions UTILITY IMPACT- UTILITY FUND SCHEDULE ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2 CLEAR AND GRUB TREE 39 $400.00 15,600.00$ Assume half 1 3 CLEAR AND GRUB (SHRUB)SHRUB 40 $110.00 4,400.00$ Assume half 1 5 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 612 $4.50 2,754.00$ Assume 30% 1 6 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 218.1 $9.00 1,962.90$ Assume 30% 1 10 SALVAGE & REINSTALL FENCE LIN FT 200 $25.00 5,000.00$ Includes All 1 11 SALVAGE & REINSTALL LANDSCAPE EDGING LIN FT 340 $10.00 3,400.00$ Includes All 1 12 SALVAGE & REINSTALL SPRINKLER SYSTEM LIN FT 340 $20.00 6,800.00$ Includes All 1 14 SALVAGE & REINSTALL RETAINING WALL SQ FT 220 $35.00 7,700.00$ Includes All 1 31 MODULAR BLOCK RETAINING WALL SQ FT 240 $40.00 9,600.00$ 1 30 TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT SQ YD 612 $32.00 19,584.00$ 1 45 TREE 2.5" CAL B&B (VARIETY - SEE SPEC) TREE 24 $550.00 13,200.00$ Includes All 1 46 SHRUB 18" HT (VARIETY- SEE SPEC)EACH 30 $80.00 2,400.00$ Includes All 1 52 SODDING TYPE LAWN SQ YD 3040.5 $5.00 15,202.50$ Assume 15% TOTAL 107,603.40$ WATER QUALITY SCHEDULE ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 47 SILT FENCE, TYPE HEAVY DUTY LIN FT 2470 3.50$ 8,645.00$ 1 48 STORM DRAIN INLET PROTECTION EACH 33 180.00$ 5,940.00$ 1 49 FILTER LOG TYPE WOOD FIBER BIOROLL LIN FT 200 6.00$ 1,200.00$ 1 50 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 4 2,000.00$ 8,000.00$ 1 51 SEED & MULCH- SEED MIXTURE 25-141 (TURF MIX) ACRE 0.2 5,000.00$ 1,000.00$ 1 53 EROSION CONTROL BLANKETS, CATEGORY 3 SQ YD 400 3.00$ 1,200.00$ TOTAL 25,985.00$ Total After Subtractions =$2,371,262.80 Street Costs $2,180,411.20 Storm Costs $291,440.00 Sanitary Costs $937,652.00 Watermain Costs $1,054,262.00 Overlay $87,562.00 Street Lighting $33,000.00 Total $4,584,327.20 Indirect Cost Total = 339,196.54$ Assessable Indirect percentage 51.73% Assessable Indirect Costs 175,450.86$ Add Assessable Indirect Costs $2,546,713.66 Assessable Portion $2,546,713.66 Assessment at 40% (X 0.4) = $1,018,685.46 Assessment % Street/Storm costs = $1,018,685.46 Assessment % of Overall Project = 20.69% Bid Unit Rate (Divide by Units) =$10,394.75 $1,528,028.19 OPTION B ASSESSMENT CALCULATION - MANITOU ROAD RECONSTRUCTION 2016 Improvement Project Number of Units = 46 Total Streets and Storm Sewer Schedule 1 Street $978,313.80 Schedule 2 Storm Sewer $228,740.00 Street Lights MVEC $27,000.00 Total $1,234,053.80 Subtractions UTILITY IMPACT- UTILITY FUND SCHEDULE ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 2 CLEAR AND GRUB TREE 30 $400.00 12,000.00$ Assume half 1 3 CLEAR AND GRUB (SHRUB)SHRUB 20 $110.00 2,200.00$ Assume half 1 5 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 259.8 $4.50 1,169.10$ Assume 30% 1 6 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 113.7 $9.00 1,023.30$ Assume 30% 1 10 SALVAGE & REINSTALL FENCE LIN FT 100 $25.00 2,500.00$ Includes All 1 11 SALVAGE & REINSTALL LANDSCAPE EDGING LIN FT 200 $10.00 2,000.00$ Includes All 1 12 SALVAGE & REINSTALL SPRINKLER SYSTEM LIN FT 200 $20.00 4,000.00$ Includes All 1 14 SALVAGE & REINSTALL RETAINING WALL SQ FT 100 $35.00 3,500.00$ Includes All 1 31 MODULAR BLOCK RETAINING WALL SQ FT 100 $40.00 4,000.00$ 1 30 TYPE SP 9.5 WEAR CRS MIX (3,B) 3" THICK DRIVEWAY PAVEMENT SQ YD 259.8 $32.00 8,313.60$ 1 45 TREE 2.5" CAL B&B (VARIETY - SEE SPEC)TREE 10 $550.00 5,500.00$ Includes All 1 46 SHRUB 18" HT (VARIETY- SEE SPEC)EACH 10 $80.00 800.00$ Includes All 1 52 SODDING TYPE LAWN SQ YD 1748.1 $5.00 8,740.50$ Assume 15% TOTAL 55,746.50$ WATER QUALITY SCHEDULE ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 47 SILT FENCE, TYPE HEAVY DUTY LIN FT 1420 3.50$ 4,970.00$ 1 48 STORM DRAIN INLET PROTECTION EACH 8 180.00$ 1,440.00$ 1 49 FILTER LOG TYPE WOOD FIBER BIOROLL LIN FT 100 6.00$ 600.00$ 1 50 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1 2,000.00$ 2,000.00$ 1 51 SEED & MULCH- SEED MIXTURE 25-141 (TURF MIX) ACRE 0.2 5,000.00$ 1,000.00$ 1 53 EROSION CONTROL BLANKETS, CATEGORY 3 SQ YD 400 3.00$ 1,200.00$ TOTAL 11,210.00$ Total After Subtractions =$1,167,097.30 Street Costs $978,313.80 Storm Costs $228,740.00 Sanitary Costs $404,952.00 Watermain Costs $474,310.50 Street Lighting $27,000.00 Total $2,113,316.30 Indirect Cost Total = 339,196.54$ Assessable Indirect percentage 24.57% Assessable Indirect Costs 83,327.17$ Add Assessable Indirect Costs $1,250,424.47 Assessable Portion $1,250,424.47 Assessment at 40% (X 0.4) = $500,169.79 Assessment % Street/Storm costs = $500,169.79 Assessment % of Overall Project = 20.39% Bid Unit Rate (Divide by Units) =$10,873.26 $750,254.68 OPTION B ASSESSMENT CALCULATION - RASPBERRY RIDGE NEIGHBORHOOD RECLAMATION 2016 Improvement Project Number of Units = 52 Total Streets and Storm Sewer Schedule 1 Street $803,452.20 Street Lights MVEC $6,000.00 Total $809,452.20 Subtractions WATER QUALITY SCHEDULE ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE 1 29 SILT FENCE, TYPE HEAVY DUTY LIN FT 300 3.50$ 1,050.00$ 1 30 STORM DRAIN INLET PROTECTION EACH 30 180.00$ 5,400.00$ 1 31 FILTER LOG TYPE WOOD FIBER BIOROLL LIN FT 300 6.00$ 1,800.00$ 1 32 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 3 2,000.00$ 6,000.00$ 1 33 HYDROSEEDING SQ YD 1002 2.50$ 2,505.00$ TOTAL 16,755.00$ Total After Subtractions = $792,697.20 Street Costs $803,452.20 Street Lighting $6,000.00 Total $809,452.20 Indirect Cost Total = 339,196.54$ Assessable Indirect percentage 16.69% Assessable Indirect Costs 56,596.15$ Add Assessable Indirect Costs $849,293.35 Assessable Portion $849,293.35 Assessment at 40% (X 0.4) = $339,717.34 Assessment % Street/Storm costs = $339,717.34 Bid Unit Rate (Divide by Units) =$6,533.03 $509,576.01 OP T I O N A PR O J E C T S U P P O R T C O S T S P L I T ( R E C O N S T R U C T I O N ) Su p p o r t C o s t $ 3 3 9 , 1 9 6 . 5 4 Es t i m a t e A s s e s s a b l e P o r t i o n U t i l i t y I m p a c t T o t a l % S u p p o r t C o s t A m o u n t T o t a l St r e e t & S t o r m $ 2 , 5 0 4 , 8 5 1 . 2 0 $ 2 , 3 7 1 , 2 6 2 . 8 0 $ 2 , 3 7 1 , 2 6 2 . 8 0 5 1 . 7 3 % $ 1 7 5 , 4 5 0 . 8 6 $ 2 , 5 4 6 , 7 1 3 . 6 6 Wa t e r m a i n $ 1 , 0 5 4 , 2 6 2 . 0 0 $ 5 3 , 8 0 1 . 7 0 $ 1 , 1 0 8 , 0 6 3 . 7 0 2 4 . 1 7 % $ 8 1 , 9 8 6 . 1 6 $ 1 , 1 9 0 , 0 4 9 . 8 6 Sa n i t a r y S e w e r $ 9 3 7 , 6 5 2 . 0 0 $ 5 3 , 8 0 1 . 7 0 $ 9 9 1 , 4 5 3 . 7 0 2 1 . 6 3 % $ 7 3 , 3 5 8 . 1 3 $ 1 , 0 6 4 , 8 1 1 . 8 3 Ov e r l a y $ 8 7 , 5 6 2 . 0 0 $8 7 , 5 6 2 . 0 0 1 . 9 1 % $ 6 , 4 7 8 . 7 5 $ 9 4 , 0 4 0 . 7 5 Wa t e r Q u a l i t y $ 2 5 , 9 8 5 . 0 0 $2 5 , 9 8 5 . 0 0 0 . 5 7 % $ 1 , 9 2 2 . 6 4 $ 2 7 , 9 0 7 . 6 4 TO T A L $4 , 5 8 4 , 3 2 7 . 2 0 1 0 0 . 0 0 % $ 3 3 9 , 1 9 6 . 5 4 $ 4 , 9 2 3 , 5 2 3 . 7 4 OP T I O N B PR O J E C T S U P P O R T C O S T S P L I T ( R E C L A M A T I O N ) Su p p o r t C o s t $3 3 9 , 1 9 6 . 5 4 Es t i m a t e d C o s t A s s e s s a b l e P o r t i o n U t i l i t y I m p a c t T o t a l % S u p p o r t C o s t A m o u n t T o t a l Ma n i t o u R e c o n S t r e e t & S t o r m $ 1 , 2 3 4 , 0 5 3 . 8 0 $ 1 , 1 6 7 , 0 9 7 . 3 0 $ 1 , 1 6 7 , 0 9 7 . 3 0 2 4 . 5 7 % $ 8 3 , 3 2 7 . 1 7 $ 1 , 2 5 0 , 4 2 4 . 4 7 Ra s p b e r r y R i d g e N e i g h b o r h o o d R e c l a m a t i o n $ 8 0 9 , 4 5 2 . 2 0 $ 7 9 2 , 6 9 7 . 2 0 $ 7 9 2 , 6 9 7 . 2 0 1 6 . 6 9 % $ 5 6 , 5 9 6 . 1 5 $ 8 4 9 , 2 9 3 . 3 5 Wa t e r m a i n $1 , 7 0 9 , 3 3 5 . 5 0 $ 2 7 , 8 7 3 . 2 5 $ 1 , 7 3 7 , 2 0 8 . 7 5 3 6 . 5 7 % $ 1 2 4 , 0 3 1 . 3 9 $ 1 , 8 6 1 , 2 4 0 . 1 4 Sa n i t a r y S e w e r $9 1 0 , 4 5 2 . 0 0 2 7 , 8 7 3 . 2 5 $ 9 3 8 , 3 2 5 . 2 5 $ 1 9 . 7 5 % $ 6 6 , 9 9 3 . 5 5 $ 1 , 0 0 5 , 3 1 8 . 8 0 Ov e r l a y $8 7 , 5 6 2 . 0 0 $8 7 , 5 6 2 . 0 0 1 . 8 4 % $ 6 , 2 5 1 . 6 6 $ 9 3 , 8 1 3 . 6 6 Wa t e r Q u a l i t y $2 7 , 9 6 5 . 0 0 $2 7 , 9 6 5 . 0 0 0 . 5 9 % $ 1 , 9 9 6 . 6 2 $ 2 9 , 9 6 1 . 6 2 TO T A L $4 , 7 5 0 , 8 5 5 . 5 0 1 0 0 . 0 0 % $ 3 3 9 , 1 9 6 . 5 4 $ 5 , 0 9 0 , 0 5 2 . 0 4 Fu n d i n g S o u r c e O p t i o n A O p t i o n B Ad V a l o r e m 1, 6 2 2 , 0 6 8 . 9 5 $ 1, 3 5 3 , 6 4 4 . 3 5 $ As s e s s m e n t ( 4 0 % ) 1, 0 1 8 , 6 8 5 . 4 6 $ 83 9 , 8 8 7 . 1 3 $ Ut i l i t y F u n d - S e w e r 1, 0 6 4 , 8 1 1 . 8 3 $ 1, 0 0 5 , 3 1 8 . 8 0 $ Ut i l i t y F u n d - W a t e r 1, 1 9 0 , 0 4 9 . 8 6 $ 1, 8 6 1 , 2 4 0 . 1 4 $ Wa t e r Q u a l i t y F u n d 27 , 9 0 7 . 6 4 $ 29 , 9 6 1 . 6 2 $ As s e s s m e n t ( P e r U n i t ) - R e c l a m a t i o n 6, 5 3 3 . 0 3 $ As s e s s m e n t ( P e r U n i t ) - R e c o n s t r u c t i o n 10 , 3 9 4 . 7 5 $ 10 , 8 7 3 . 2 6 $ To t a l 4 , 9 2 3 , 5 2 3 . 7 4 $ 5, 0 9 0 , 0 5 2 . 0 4 $ 20 1 6 I M P R O V E M E N T P R O J E C T - F U N D I N G EXHIBIT 10 GEOTECHNICAL REPORT