The URL can be used to link to this page

Home My WebLink About10 C - 2009 Street Reconstruction Project MEETING DATE: AGENDA #: PREPARED BY: AGENDA ITEM: DISCUSSION: 4646 Dakota Street S.E. Prior Lake, MN 55372-1714 CITY COUNCIL AGENDA REPORT November 17,2008 10C LARRY POPPlER, ASSISTANT CITY ENGINEER CONSIDER APPROVAL OF A RESOLUTION ACCEPTING FEASIBILITY REPORT AND SCHEDULING A PUBLIC HEARING TO CONSIDER THE 2009 IMPROVEMENT PROJECT Introduction The purpose of this agenda item is to accept the Feasibility Report and schedule a Public Hearing to be held on December 15, 2008 for the 2009 Improvement Project. Historv Each year the City reconstructs street segments that are scheduled for reconstruction as part of its Capital Improvement Program (CIP) and have exceeded their useful design life. The City uses the Capital Improvement Program and its Pavement Management Program to plan for infrastructure improvements and the financing for capital improvements. At its July 7,2008 meeting the City Council adopted Resolution 08-099 authorizing staff to prepare a Feasibility Report for the 2009 Improvement Project area as outlined in the CIP. The project area considered in the report includes portions of Brooksville Hills 151 2nd, 5th, and 6th Additions originally platted and developed in the early and mid 1970's. A map of the project area (Exhibit 1) is included in the Feasibility Report and includes Mandan Avenue, Franklin Circle, Summer Street, Franklin Trail, Robinson Circle, and Itasca Avenue. The proposed improvements include street reconstruction, storm sewer, storm water quality, concrete curb and gutter, and appurtenant work. City utilities under the street are also proposed to be repaired or reconstructed based on need. Selected sections of sanitary sewer are proposed for replacement while most sanitary sewer is proposed to be lined. Watermain is proposed to be replaced for certain street segments. 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. Summarized below are each major utility planned for repair or reconstruction. Greater detail on each can be found in the Feasibility Report. Streets The streets within the project area have failing bituminous surfaces and bituminous curb. The existing road widths on Summer Street, Franklin Circle, Mandan Avenue, Robinson Circle, and Itasca Avenue are 35 feet, 30 feet, 31 feet, 29 feet, and 35 feet respectively. The geotechnical report indicates poor www.cityofpriorlake.com Phone 952.447.9800 / Fax 952.447.4245 soil conditions in Franklin Circle and some portions of Itasca Avenue and Summer Street. Silty to clean granular soil material can be found in other areas of the project. Mandan Avenue, Itasca Avenue, Franklin Circle, and Robinson Circle are proposed to be built to a width of 28 feet. Summer Street is proposed to be built to a width of 32 feet. The narrower widths will reduce the construction cost in the interim and a reduction in future maintenance cost as well as decrease impervious surface within the wellhead protection zone. In 2008, the City reconstructed Franklin Trail from County Road 21 to Brooks Circle. As a part of the 2009 Improvement Project the intersection of Summer Street and Franklin Trail will be reconstructed. This leaves a gap of old Franklin Trail between two newer segments of Franklin Trail. For this reason, Franklin Trail was added to the Feasibility Report as a part of this project. Franklin Trail was constructed in 1970 and overlayed in the mid 1990's. Since Franklin Trail is a collector street, Franklin Trail width would be constructed to match the existing 44 foot width. Watermain The watermain system for Mandan Avenue, Franklin Trail, and Itasca Avenue was installed at the time of development and consists of cast iron pipe. Cast iron pipe generally experiences more watermain breaks and has typically been replaced with ductile iron pipe during reconstruction projects. The 6-inch cast iron pipe located on Mandan Avenue and the 8-inch cast iron pipe on Franklin Trail will be replaced with 8-inch ductile iron pipe. The 20-inch cast iron pipe located on Itasca Avenue will be replaced with 20-inch ductile iron pipe. Sanitarv Sewer The original sanitary sewer system consists of 8-inch vitrified clay pipe. A televising report was completed within the sanitary sewer pipe system in the project area. The investigation indicated a few areas that need to be replaced. Problems such as offset joints, open fractures, and roots in some segments of pipe are typical issues that are addressed with the pipe replacement. The Feasibility Report recommends that the failing portions of vitrified clay pipe be replaced with 8-inch PVC pipe. Pipe lining is proposed for portions of the sanitary sewer not scheduled for replacement to extend the life of the pipe. Recommended pipe lining will be performed by a separate contractor at a later date. In areas where the sanitary sewer is proposed to be replaced, service connections will be replaced from the main line to the property line. Storm Sewer Storm sewer improvements will include the installation of catch basins and storm sewer pipes, stable drainage paths, upstream water retention area at Grainwood Elementary School, optional resident maintained rain gardens program, and a new urban reforestation program. During rain events water is directed to the street and causes localized flooding and erosive flows as water rushes down the street surface. A modest storm collection system is proposed that will collect the 1 O-year storm event and route it safely downstream. In 2008, as a part of the Brooksville Hills Phase I project, the City constructed a large stormwater pond within the Cardinal Ridge Park. The drainage from this project also flows into this stormwater pond. Large trunk storm water facilities are located within this project area draining a larger area to the newly constructed pond. The Feasibility Report proposes options for retaining part of the stormwater upstream within school owned property at Grainwood Elementary school. The project includes construction of a bio-retention swale planted with native plants and trees that use deep roots to utilize the water. This partnership with the School District is proposed to benefit both the City and the District. This project must obtain School District Building Committee approvals. Other Proiect Proarams In 2008, the City introduced a voluntary rain garden program and a driveway reconstruction program to residents located within the reconstruction project area. These programs will continue for the 2009 project. New this year the City is introducing an urban reforestation program for residents located on the reconstruction project. This program allows residents to purchase up to two trees at a reduced price for planting on their property. Details regarding this program will be developed if the City Council agrees this program is appropriate. Additional Data Needed The Feasibility Report includes work outside the original scope of the project. That work includes: . Reconstruction of Franklin Trail from Brooks Circle to Summer Street . Sidewalk construction on the east side of Franklin Trail from County Road 21 to Summer Street . Construction of a bio-retention area on the Grainwood Elementary property If the City Council agrees that these project components should be included in this project, additional surveying and soil boring data is necessary. For City Council consideration, these services are included in the attached resolution. A public informational meeting is tentatively scheduled for December 10, 2008. At that meeting the proposed improvements, project schedule and assessments will be presented to residents. 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. The Public Hearing would occur at a future Council meeting after the public informational meeting is held. ISSUES: The Assessment Review Committee met on October 20, 2008, at which time the following issues were discussed and recommendations made: Street and Storm Sewer Reconstruction Pursuant to the Assessment Policy, the street and storm sewer reconstruction should be assessed at up to 40% of the total project cost against the benefiting properties. The remaining amounts should be recovered through the general ad valorem property tax. Assessment MaD The Assessment Review Committee recommends assessing the properties as shown on the assessment map. Assessment Method The Assessment Review Committee recommends the unit method of assessment for the 2009 Improvement Project due to the fact that the lots in the project area are of similar size andlor value. The estimated assessment rate is proposed at $6,928/unit. Street Widths Reduced As a way to decrease upfront costs, maintenance costs and reduce the amount of impervious surface, the Assessment Review Committee agrees to reduce the street widths in the project area. Franklin Trail Inclusion The intersection of Franklin Trail and Summer Street will be reconstructed as a part of the project because of key utility connections. City Staff and the Assessment Review Committee recommend that Franklin Trail from Brooks Circle to Summer Street be reconstructed as a part of this project. Grainwood Elementarv School Bio-rentention Area As part of the reconstruction project, a bio-retention area is proposed to be constructed at the Grainwood Elementary School. The Assessment Review Committee agrees that the bio-retention area is a positive step toward retaining water upstream of the City's wellhead protection area and a good opportunity to partner with the School District on a mutually beneficial project. Funds for construction of this stormwater component would be taken out of the Water Quality Fund. Orivewav Reconstruction. Rain Garden. and Urban Reforestation Proarams The Assessment Review Committee agrees to continue the driveway reconstruction program and voluntary rain garden program. The Assessment Review Committee also agrees that developing an urban reforestation program would provide an additional benefit to the residents on this project. The urban reforestation program would provide neighborhood beautification as well as reduce storm water drainage. Conclusion 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. FINANCIAL IMPACT: The 2009 Improvement Project is proposed to be financed by special assessments, tax levy, water quality fund, and sewer and water fund. Funding sources and amounts are as shown below: II Assessments $394,907.00 Tax Levy I Sewer & Water Fund I Water Quality Fund $781,202.00 $452,701.00 J $41,130.00 ALTERNATIVES: The alternatives are as follows: 1. Approve Resolution 08-XX accepting the Feasibility Report and establish a Public Hearing date as per the attached Resolution 2. Table the Resolution for a specific reason. 3. Deny the Resolution. RECOMMENDED A motion and a second to adopt a Resolution accepting the Feasibility Report MOTION: and calling for a Public Hearing for the 2009 Improvement project. Reviewed bf' I ( ~I ~;~ . \/1AiYv /' : Frank Boyles, City rnager \ ~J RESOLUTION OS-xx RESOLUTION ACCEPTING THE FEASIBILITY REPORT AND CALLING FOR A PUBLIC HEARING ON THE 2009 IMPROVEMENT PROJECT Motion By: Second By: WHEREAS, Pursuant to Resolution 08-099, the City Council, on July 7,2008, ordered a Feasibility Report to be prepared by the City's Engineering Department with reference to the improvement of Mandan Avenue, Franklin Circle, Summer Street, Robinson Circle and Itasca Avenue; and WHEREAS, The Brooksville Hills Feasibility Report dated November 5, 2008 contains information that the proposed project is necessary, cost effective, and feasible. 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 $1,669,940. 4. The City Council amends Resolution 07-155, the City's Standardized Professional Services Agreement with Stork Twin City Testing, for a total not to exceed amount of $6,687.50. 5. The City Council amends Resolution 07-156, the City's Standardized Professional Services Agreement with Bolton and Menk, for a total not to exceed amount of $18,330.00. 6. A Public Hearing shall be held on such proposed improvements on the 15th day of December, 2008 at Prior Lake City Hall, with the address of 4646 Dakota Street SE, City of Prior Lake, Minnesota at 6:00 p.m. Statutory notice and publication requirements shall be followed. PASSED AND ADOPTED THIS 17TH DAY OF NOVEMBER 2008. YES NO Haugen Erickson Hedberg leMair Millar Haugen Erickson Hedberg leMair Millar Frank Boyles, City Manager www.cityofpriorlake.com Phone 952.447.9800 / Fax 952.447.4245 I I I :1 I I I I I !I I I I I I I I I I . . " ~~IO~ ~ ~7 - ~ t.-!'1 o~ " ~ ,'/ ~ ;J, ~ U 4tllVNE 5 Oi. ~ BROOKSVILLE HILLS PHASE II PRELIMINARY REPORT FOR THE CITY OF PRIOR LAKE 2009 PUBLIC IMPROVEMENT PROJECT INCLUDING UTILITY IMPROVEMENTS, STORM SEWER, GRADING, CONCRETE CURB & GUTTER, BITUMINOUS PAVING AND APPURTENANT WORK October 2008 I I I I ,I : I I I : I II II I I I II I I I I I I I BROOKSVILLE HILLS PHASE II PRELIMINARY REPORT FOR THE CITY OF PRIOR LAKE 2009 PUBLIC IMPROVEl\tfENT PROJECT INCLUDING UTILITY IMPROVEMENTS, STORM SEWER, GRADING, CONCRETE CURB & GUTTER, BITUMINOUS PAVING AND APPURTENANT WORK October 2008 I herehy 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. ?L~ rL .:--' y,rrry PoppleI', P.E. Reg. No. 41005 -- I! / S-/I 0 ~ Date ~ t ~ ~ ~ ...1......r~O'\.. 2 I I I I I I I I I I I I I I. I I I I I INTRODUCTION On July 7, 2008, the Prior Lake City Council adopted Resolution 08-099, which ordered the preparation of a Feasibility Report for improvements to the project area listed below: Summer Street, Franklin Circle, Mandan Avenue, Robinson Circle, and Itasca Avenue, located within Section I, Township 114 North, Range 22 West, Scott County, Minnesota. SCOPE This report evaluates the feasibility of reconstructing the streets and replacing utilities in the project area. All existing infrastructure (streets, sanitary sewer, watermain, etc.) was evaluated. The results of that evaluation form the basis of the recommended improvements. Cost estimates, funding strategies, and a proposed timeline are also explored in this report. Franklin Trail was not included in the original scope of the project. However, after considering the impacts at the Summer Street and Franklin Trail intersection, Franklin Trail from Brooks Circle to Summer Street was included as a part of this Feasibility Report. BACKGROUND The proposed project area is shown on Exhibit I. Summer Street, Franklin Circle, Mandan A venue, Robinson Circle, and Itasca Avenue have failing bituminous surfaces and bituminous curb. Franklin Trail shows heavy bituminous cracking and includes concrete curh and gutter. Below are the existing street and right of way widths: ROADW A Y Summer Street Franklin Circle Mandan A venue Robinson Circle* Itasca A venue Franklin Trail RIGHT OF WAY 60' 50' 60' 50' 60' 80' YEAR BUILT 1970 1977 1970 1979 1979 1971 STREET WIDTH 35' 30' 31 ' 29' 35' 44' * The Robinson Circle cul-de-sac has a radius of 40 feet. The streets no longer meet a desired level of service and have reached a point in which maintenance by the use of seal coating or overlaying are of limited value. The geotechnical report indicates poor soil conditions below the existing streets on portions of Franklin Circle, Summer Street and Itasca A venue. Poor soils are found on Franklin Circle near Franklin Trail south, Summer street east of Mandan, and Itasca from Summer to Robinson Circle. Other sections of the project contain silty granular to clean granular base. It is anticipated that these _~~. l'R10~ ~ ~ > - . """ ,.. ~ ""'."r..~'\" 3 I I I I I I I I I I I I I I I I I I I T'1liculji/"e hrdmlll {oculn{ ill Ilwjecl u/"eu The Brooksville Hills neighborhood currently drains through a series of catch basins with trunk facilities located on Summer Street and crossing ltasca and Franklin Trail. Stormwater is collected and nows through a newly created pond and outlet swale constructed in the Water Treatment Facility (WTF) site and then into a City water quality pond in the Cardinal Ridge Park. Hydrologically, the area of Brooksville Hills is part of a rolling landscape that includes many locally landlocked areas that is within the 10 year capture zone of many of the City's drinking water supply wells. After flowing through the WTF site, and coming to rest in the Cardinal Ridge Park pond, stormwater generally evaporates into the air or infiltrates into the ground. An emergency overflow pump is configured in the Cardinal Ridge park pond to pump excess volumes to another series of landlocked basins where it can infiltrate. hpi,'u{ dmillugelll'll<'lIlU' {oculed ll'ill1ill !)/"(Iie<'l u/"eu .. II Because the Brooksville Hills area was developed in the 1970's it did not include stormwater rate control, water quality treatment ponds, or volume control features that are today considered standard practice. A regional stormwater treatment pond was constructed with the Brooksville Phase I improvements to bring the Brooksville Hills neighborhood closer to current standards for water quality. The pond was designed to partially meet water quality standards for both the 2008 and 2009 street reconstruction projects, both draining to the same area. This regional treatment approach is designed to produce scales of efficiency in creating a water quality pond that, while costing more up front, costs less than building two separate ponds, or adding on to an existing pond in a second year of construction. This pond is sited in a park area and therefore included design elements over and above a typical water quality pond to allow the pond to fit more ~~rR/O.{' : ~ G ~ ~ "/\...-r'loO'\" 5 I I I I I I I I I I I I I I I I I I I The geotechnical report signifies poor soil conditions below the existing pavement section on Franklin Circle and portions of Itasca A venue and Summer Street. The proposed street section as recommended by the Geotechnical Engineer includes: 1.5 inches of bituminous wear course 2.5 inches of bituminous base course 8 inches of Class V aggregate base 2 feet of granular borrow geotextile fabric For comparison purposes, the City's typical section includes: 1.5 inches of bituminous wear course 2.5 inches of bituminous base course 6 inches of Class V aggregate base 2 feet of granular borrow In areas where topsoil or muck is encountered and where poor soil conditions exist within the roadbed, additional excavation and replacement material will be required. In other areas of the project, the geotechnical report shows a silty to clean granular material. This material was found on Mandan A venue, Robinson Circle, and portions of Itasca A venue and Summer Street. With the presence of the granular material, it is proposed that the granular fill section be eliminated and additional class V aggregate added. For these roadway sections, the Geotechnical Engineer is recommending a section containing: 1.5 inches of bituminous wear course. 2.5 inches of bituminous base course 9 inches of Class V aggregate base Sub-cutting the roadway and placement of the granular borrow enlarges the scope of the street reconstruction; therefore, it is anticipated that some savings will be obtained due to the el i mination of a granular section in some portions of the project. The typical street sections are shown on Exhibit 2. A summary of the proposed street improvements are shown in table # I. ~~c S"."~ """."'l)C"" 7 I I I I I I I I I I I I I I I I I I I BROOKSVILLE HILLS PHASE II PRELIMINARY REPORT FOR THE CITY OF PRIOR LAKE 2009 PUBLIC IMPROVEl\1ENT PROJECT INCLUDING UTILITY IMPROVEMENTS, STORM SEWER, GRADING, CONCRETE CURB & GUTTER, BITUMINOUS PAVING AND APPURTENANT WORK October 2008 [ 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. /J~ ~")' P~ppler, P.E. Reg. No. 41005 -- II/S-/o~ Date mJO.f. ; ~ -..i '" ""'."n\~'" 2 I I I I I I I I I I I I II I. I I I I I INTRODUCTION On July 7, 2008, the Prior Lake City Council adopted Resolution 08-099, which ordered the preparation of a Feasibility Report for improvements to the project area listed below: Summer Street, Franklin Circle, Mandan A venue, Robinson Circle, and Itasca Avenue, located within Section I, Township 114 North, Range 22 West, Scott County, Minnesota. SCOPE This report evaluates the feasibility of reconstructing the streets and replacing utilities in the project area. All existing infrastructure (streets, sanitary sewer, watermain, etc.) was evaluated. The results of that evaluation form the basis of the recommended improvements. Cost estimates, funding strategies, and a proposed timeline are also explored in this report. Franklin Trail was not included in the original scope of the project. However, after considering the impacts at the Summer Street and Franklin Trail intersection, Franklin Trail from Brooks Circle to Summer Street was included as a part of this Feasibility Report. BACKGROUND The proposed project area is shown on Exhibit I. Summer Street, Franklin Circle, Mandan A venue, Robinson Circle, and Itasca Avenue have failing bituminous surfaces and bituminous curb. Franklin Trail shows heavy bituminous cracking and includes concrete curb and gutter. Below are the existing street and right of way widths: ROADW A Y Summer Street Franklin Circle Mandan A venue Robinson Circle'" Itasca A venue Franklin Trail STREET WIDTH 35' 30' 31 ' 29' 35' 44' RIGHT OF WA Y 60' 50' 60' 50' 60' 80' YEAR BUILT 1970 1977 1970 1979 1979 1971 * The Robinson Circle cul-de-sac has a radius of 40 feet. The streets no longer meet a desired level of service and have reached a point in which maintenance by the use of seal coating or overlaying are of limited value. The geotechnical report indicates poor soil conditions below the existing streets on portions of Franklin Circle, Summer Street and Itasca A venue. Poor soils are found on Franklin Circle near Franklin Trail south, Summer street east of Mandan, and Itasca from Summer to Robinson Circle. Other sections of the project contain silty granular to clean granular base. It is anticipated that these .;:m' 'R1o~ '; - y - - ..... ........:o.r..O'.. 3 I sections of roadway could be constructed without additional granular fill. Roadway sections will be constructed per the recommendation of the Geotechnical Engineer. I I I SIIII/II/lr S'lrcl'l lI('ur !vlulldulI A\,('lIl1d.I)ollllr elld): NIIII/emll\ cmcks Oil roudw({r SlIr/llce. ,~ I I / ,/ "'.,,/" -'~ ~ . ~ I I '- Delerio/"{{lillg cOlldilioll of exi.\linl; !Jilllll/il/OIlS .\lIr/uce II I I I I ~i .-'1 The sanitary sewer system for the project area was installed in the 1970' s. All of these sanitary systems consist of 8-inch vitrified clay pipe. The sanitary sewer for the project area was televised in 2008. The televising report indicates open fractures in some segments of pipe. I I The watermain system for the project area was installed in 1970 and consists of a variety of pipe sizes and types. Watermain size and type are shown below: I 8" W A TERMAIN TYPE Ductile Iron Ductile Iron Cast Iron Ductile Iron Cast Iron Cast Iron I ROADW A Y Summer Street Franklin Circle Mandan A venue Robinson Circle* Itasca A venue Franklin Trail WATERMAIN SIZE 12" 6" 6" I 6" 20" Cast iron pipe generally experiences more watennain breaks and has typically been replaced with ductile iron pipe during reconstruction projects. The larger pipe on Itasca Avenue and Summer Street is utilized to distribute water from the wells and water treatment site to the City at large. These large pipes are part of the backbone of the City water supply system. I I .'~' rRlo~, ~ 7 - T- v ~ """s(~",,, I 4 I I I I I I I I I I I I I I I I I I I I I ., . , .\:-..:~. ",,'... .' .........- ". } ~'.';..:' I" !:. . 7\picu{jire hrdmllf {(lcufed ill pmjeC! urm The Brooksville Hills neighborhood currently drains through a series of catch basins with trunk facilities located on Summer Street and crossing Itasca and Franklin Trail. Stormwater is collected and flows through a newly created pond and outlet swale constructed in the Water Treatment Facility (WTF) site and then into a City water quality pond in the Cardinal Ridge Park. Hydrologically, the area of Brooksville Hills is part of a rolling landscape that includes many locally landlocked areas that is within the 10 year capture zone of many of the City's drinking water supply wells. After flowing through the WTF site, and coming to rest in the Cardinal Ridge Park pond, storm water generally evaporates into the air or infiltrates into the ground. An emergency overflow pump is configured in the Cardinal Ridge park pond to pump excess volumes to another series of landlocked basins where it can infiltrate. iI/lidl{ dmilluge .\fruC!lIre {(lcufed lI.irhill projecf ureu " . Because the Brooksville Hills area was developed in the 1970's it did not include stormwater rate control, water quality treatment ponds, or volume control features that are today considered standard practice. A regional stormwater treatment pond was constructed with the Brooksville Phase I improvements to bring the Brooksville Hills neighborhood closer to current standards for water quality. The pond was designed to partially meet water quality standards for both the 2008 and 2009 street reconstruction projects, both draining to the same area. This regional treatment approach is designed to produce scales of efficiency in creating a water quality pond that, while costing more up front, costs less than building two separate ponds, or adding on to an existing pond in a second year of construction. This pond is sited in a park area and therefore included design elements over and above a typical water quality pond to allow the pond to fit more -rn' 'RIO. < . 7 :"" ., - ~ ~ "'t".'T~O\" 5 I naturally in an active and passive-use open space. Design elements such as native praIrIes grasses and wildflowers, an oak savannah restoration area, and wetland seed mixes allow an engineered pond to look more like a natural preservation area. I I PROPOSED IMPROVEMENTS I Roadwav Proposed improvements for all streets in the project area include storm sewer, concrete curb and gutter. driveway restoration, and bituminous surfacing. All streets in the area, other than Franklin Trail. are proposed to meet a seven-ton pavement design. Franklin Trail will be designed to meet at nine-ton collector street pavement design. I I The proposed width for Mandan Avenue, Franklin Circle, Robinson Circle, and Itasca A venue is 28 feet. The street width of Summer Street is proposed to be 32 feet. Street widths in past reconstruction projects were replaced in kind. Due to the rising cost of construction and maintenance, the City is proposing to construct narrower street widths. The benefits of the narrower street widths include additional green space or front yard, reduction of impervious area, reduction of assessments to benefiting properties, and reduction of natural resources required for construction of roadways. I I I Even though the City standard street width is 32 feet, numerous roadways located within City limits are less then 32 feet wide. These streets are usually located in older residential neighborhoods or if they are located in new residential developments, environmental sensitivity necessitated their approval. Because the streets are narrower, 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 this area. For low volume roadways such as this, typically this is not an issue. As demonstrated at the Traffic Safety Committee meeting on October 2, 2008, emergency vehicle travel is not prohibited for a 28 foot wide roadway. If a neighborhood agrees that one side of the roadway should be signed "No Parking", the neighborhood can petition the City for this signage. I I I I limo/.;.\ Circle: Curs !}(Irked (ill !wllI ,ide.\ o(18ji)OIIl.ide .\freel I I I I .'~~' r',o~ , ~ 7 ::i ~ o',......[.<l,.. 6 I I I I I I I I I I I I I I I I I I I I I The geotechnical report signifies poor soil conditions below the existing pavement section on Franklin Circle and portions of Itasca A venue and Summer Street. The proposed street section as recommended by the Geotechnical Engineer includes: 1.5 inches of bituminous wear course 2.5 inches of bituminous base course 8 inches of Class V aggregate base 2 feet of granular borrow geotextile fabric For comparison purposes, the City's typical section includes: 1.5 inches of bituminous wear course 2.5 inches of bituminous base course 6 inches of Class V aggregate base 2 feet of granular borrow In areas where topsoil or muck is encountered and where poor soil conditions exist within the roadbed, additional excavation and replacement material will be required. In other areas of the project, the geotechnical report shows a silty to clean granular material. This material was found on Mandan A venue, Robinson Circle, and portions of Itasca A venue and Summer Street. With the presence of the granular material, it is proposed that the granular fill section be eliminated and additional class V aggregate added. For these roadway sections, the Geotechnical Engineer is recommending a section containing: 1.5 inches of bituminous wear course. 2.5 inches of bituminous base course 9 inches of Class V aggregate base Sub-cutting the roadway and placement of the granular borrow enlarges the scope of the street reconstruction; therefore, it is anticipated that some savings will be obtained due to the elimination of a granular section in some portions of the project. The typical street sections are shown on Exhibit 2. A summary of the proposed street improvements are shown in table # I. .~. "'o~ , ~ 7 ~ T " - .,'.......l~"'.. 7 I TABLE #1 LOCA TION EXISTING PROPOSED BITUMINOUS AGGREGATE SELECT STREET WIDTH THICKNESS BASE GRANULAR WIDTH THICKNESS THICKNESS Summer Street 35' 32' 4" 9" 0 (West Three Quarters) Summer Street 35' 32' 4" 8" 24" (East One Quarter) Franklin Circle* 30' 28' 4" 8" 24" Mandan A venue 31 ' 28' 4" 9" () I I I I I I I Rohinson Circle 29' 28' 4" 9" o I llasca A\'enue (North One (luarter) 35' 28' 4" 9" o I Itasca Avenue (South Three (luarters) I 35' 28' 4" 8" 24" I Franklin Trail 44' 44' T' 15" o *Geotextile fahric placed hetween granular section and suograde I The existing right-of-way is 60 feet wide on ftasca Avenue, Mandan Avenue, and Summer Street, 50 feet wide on Robinson Circle and Franklin Circle, and 80 feet wide on Franklin Trail. Right- of-entry agreements will be necessary for driveway restoration due to the topography of the area and the scope of the work. I I Franklin n'ail Franklin Trail is a collector street that experiences a high volume of traffic. As a collector street that parallels Highway 13, Franklin Trail provides a key connection from County Road 21 to County Road 44. The many schools and parks in this region also generate trips and axle loads on this roadway. Collector streets experience a greater degree of degradation over time which requires a greater degree of maintenance activities. Although Franklin Trail has curb and gutter it has never been reconstructed by the City of Prior Lake. This street was turned back to the City I I ~ ~ < S ~ "'''~l~'''''' 8 I I I I I I I I I I I I I I I I I I I I I and resurfaced by Scott County in the 1990's. The City has spent significant funds maintaining this segment of roadway over the last several years. The cracking and deterioration of this roadway signals poor subgrade conditions that require reconstruction of the roadway and existing curb. In 2008, the City reconstructed Franklin Trail from County Road 21 to Brooks Circle. Since the City will be reconstructing the intersection of Summer Street and Franklin Trail with the Brooksville Hills Phase II project, this provides an opportunity to complete improvements to Franklin Trail from County Road 21 to Summer Street. Completing Franklin Trail from Brooks Circle to Summer Street assures the proposed investment in the Franklin Trail/Summer Street intersection is preserved when it comes time to complete the rest of Franklin Trail to the north. Completing this segment of Franklin Trail seems appropriate considering the single family nature of this segment of Franklin Trail. The properties to the north of Summer Street along Franklin Trail are multi-family dwellings and could be assessed in a different manner. The inclusion of Franklin Trail does not affect the assessment calculation in a significant way. For these reasons it is recommended that the reconstruction of Franklin Trail from Brooks Circle to Summer Street be included with this project. I milk/ill 1 milllc!I\'ccl/ limo!:..\ Cire/c ([1Il1 SIIIIIII/er SI. I ~ ~.'" -. ""'-1 j ~ r f.ll ~ :",.;,:.' . :-+l~~ Due to the City's projected 2009 bonding levels it is recommended that the reconstruction of Franklin Trail be limited to that portion from Brooks Circle to Summer Street. The remaining segment of Franklin Trail from Summer Street to County Road 44 would be reconstructed at a future date. The Transportation Improvement Plan currently does not include this segment of Franklin Trail, however the Assessment Review Committee has recommended that the 2009 TIP include a separate Collector Street Program. This program will identify and plan for the improvements of vital collector streets such as Franklin Trail, Carriage Hills Parkway, Wilds Parkway, Fish Point Road, Duluth A venue, McKenna Road and Pike Lake Trail. This report also includes costs for construction of a 5 foot concrete sidewalk on the west side of Franklin Trail from County Road 21 to Summer Street. The Franklin Trail corridor includes sidewalk on the east side of Franklin Trail with no pedestrian facilities on the west side. Today's standard for collector streets includes pedestrian facilities on both sides of these roadways. As the remaining segments of Franklin Trail are reconstructed, the sidewalk would then extend from .:~'; vr I'~ ....-- ...,......f'!>O'\.. 9 ~~< s...~,,"S trr'''''I:!>(I~'' 10 I I I I I I I I I I I I I I I I I I I Summer Street to County Road 44. Pedestrian facilities are especially important due to the number of schools and parks located in this region. Drivewav Reconstruction Prol!ram As a part of the 2008 Reconstruction Project, the City introduced a driveway reconstruction program. 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 :2008, 31 of 57 households participated in the program taking advantage of the reduced driveway pricing. This program is proposed to be continued for the 2009 Improvement Project. Sanitary Sewer Proposed sanitary sewer improvements are shown on Exhibit 3. The televising report indicates offset joints. roots, infiltration, mineral deposits, and open fractures in portions of the main on Mandan A venue and Summer Street. It is recommended that the failing vitrified clay pipe in these areas be replaced with 8-inch PYC pipe. Pipe lining is proposed for the sanitary sewer not scheduled for replacement and where lining is necessary. Pipe lining will be done by a separate contractor at a later date determined by the Public Works Department. CI .---...l' -- . I I, I J "" L'. ' . . ,.- ; . '.' .":' ,~, S(ll/iwr\" SClI'('J" prior to lil/il/g, cracks (ll/d joil/ts \'isihle Sal/itary scwer (lft('J" lil/il/g In areas that the sanitary sewer is replaced, service connections will be replaced from the main line to the property line. Additional sanitary service connections are also proposed to be replaced on roads that are scheduled for pipe lining due to infiltration issues. Watermain Proposed watermain improvements are shown on Exhibit 4. It is proposed that all cast iron watermain pipes (CIP) within the project be replaced. The existing 6" ClP will be replaced with 8" ductile iron pipe (DIP) on Mandan A venue. The 20" ClP on Itasca A venue will be replaced with 20" DIP. The 8" CIP on Franklin Trail will be replaced with 8" DIP. Water service connections will be replaced from the main to the property line and new curb boxes will be I I I I I I I I I I I I I I I I I I I installed within the entire project area. Gate valves, hydrants, and curb stops will be replaced. It is anticipated that only existing hydrants within the project area will need to be replaced with no additional hydrants proposed. Storm Sewer Proposed storm sewer improvements are shown on Exhibit S. The storm sewer system improvements will consist of adding upstream rate and volume control on the Grainwood School site. and upsizing and replacing a portion of the trunk line. The rate control features and revised pipe sizes and grades allow the storm sewer collection system to capture the I O-year event. The proposed collection system will be designed to flow efficiently and direct water to the WTF pond and on to the regional storm water treatment pond in Cardinal Ridge Park. Storm water Oualitv One public improvement and two voluntary programs are proposed to promote water quality: Rate and volume control improvements at Grainwood School, the voluntary Raingarden Program, and the voluntary Urban Reforestation Program. Along with reduced road widths, the proposed rate and volume control improvement at Grainwood School will help reduce total flow and peak flow rate to the downstream wellhead. The benefits of the rate and volume control in the upstream reach of the subwatershed are threefold: wellhead protection (water is infiltrated outside of the wellhead protection zone), capital savings (trunk pipe system does not need to be sized as large), and safety (downstream flooding risks are lessened in large storm events). Rate and Volume Control at Grainwood The rate and volume control improvement at Grainwood Elementary School is designed to infiltrate water to cut volume and peak rates outside the wellhead protection area. The benefits to this approach not only save money by allowing smaller downstream pipe, but water quality is also benefited through the reduction of water and nutrients that comes from the area. This approach also meets the goals of the Wellhead Protection Plan, which includes watershed and water quality based strategies. The proposed improvement has two parts that work in tandem (see Exhibit 6); an above ground bio-filtration conveyance swale and nearby tree plantings. The bio-filtration system is surrounded by trees and planted in nati ve grasses that use deep roots to utilize the water. The bio-filtration technique allows excess water to soak into the ground in the shallow depression rather than flow downstream. This alternative of treating water at its source meets the goals outlined in the City surface water management plan. This partnership with the School District is proposed to benefit both City and District. In giving up a small area of unused land near its track and football field, the School District gains an educational opportunity and savings from reduced maintenance needs of the existing failing pipe section. _~' rR10~ < = ~ u ~ ~"':>.;u('J~'" 11 to./O~ ~ < 6 ~ tr'"",.un''' 12 I I I I I I I I I I I I I I I I I I I Rairu!arden Proeram A voluntary rain garden program is proposed to bring the Brooksville Hills neighborhood closer to current standards for volume control. By reducing the amount of runoff from the Brooksville Hills neighborhood less runoff will flow from the site during storm events, causing less erosion and carrying fewer pollutants with it. To promote volume control, this report proposes to continue the voluntary rain garden program started last year as part of the 2008 Brooksville Hills reconstruction project. By treating rainwater as a resource and keeping it onsite, water is infiltrated, recharging near surface groundwater and making it available to trees and grass. Rain gardens also provide benefit to downstream water quality by reducing pollutants, peak rates and volume of discharge from the streets, driveways and homes. The rain garden program will be proposed to the area residents. The determination will be made by the City Council whether to go forward at the Public Hearing, prior to ordering plans and specifications. 8rou!.-I ('in Ie: Rllillxurdell Urban Reforestation Proeram A voluntary urban reforestation program is proposed to promote a dense urban forest canopy that arches over lawns, roofs and roads. While this solution is not expected to payoff in the near term. the water quality benefits of an urban forest are well documented. The proverb goes: "The best time to plant a tree is twenty years ago, the second best time is now." A mature tree can use 200-1500 gallons of water a day in the summer, and the canopy can intercept rains before they even hit the pavement or other hard surface. The water use does not starve nearby plants for water however, because trees shade the soil below them and protect them from winds, soil evaporation is lessened. The caretaker effect of large trees, along with their ability to bind soils and prevent erosion makes trees very beneficial to water quality. The Urban Reforestation Program is intended to provide up to 2 trees to every volunteer homeowner for the cost of replacing the small stock in the City nursery. Two 2" trees could sell for $400-$600 at local greenhouses, but can be grown in the City nursery from $150 bare root stock. The tree varieties will be selected, located, and cared for by the volunteer and planted by the City. One tree will be a boulevard tree meant to shade the road and front yard, the other can be placed anywhere in the property. Depending on the level of participation, the costs to the City for this program are estimated to be $6,000 for the first two years. This program would be I I I I I I I I I I I I I I I I I I I funded through the water quality fund pending City Council approval and is currently not included in the water quality cost estimate. After the initial two years, the program would fund itself through resident tree sales on future reconstruction projects. ~treet Li1!htin1! and Street Si1!ns Street lighting will be completed at eXlstmg light locations and added at intersections. The typical residential street light, shown below, will be utilized on this project to replace the existing street lights and for those added to the project. Xcel Energy serves this area and will furnish and install the new and replacement lights. They will bill the City for this service, typically $ I ,200 per light. Street signage will also be replaced with this project. The street lighting and new signage will be an assessable component of the project. Tlpiml rnidnlli(/I Ilrcclli:..:iJl J J Funding It is proposed that the benefiting property owners will be assessed for street and storm sewer construction. The property tax levy will be used to finance the City's portion of the street reconstruction costs including the all costs associated with the construction of Franklin Trail in excess of 36 feet, sidewalk, and trunk storm sewer. The Sewer and Water Enterprise Fund is proposed to finance the water and sanitary sewer improvements including the restoration of yards and driveways beyond the street impact. Water quality improvements including the rain garden program, urban reforestation program, and the Grainwood Elementary School portion of the project are proposed to be paid for out of the Water Quality Funds. The driveway reconstruction program will be entirely funded by households participating in the program. Cost SavinI! Measures As with the Brooksville Phase I Improvement Project, streets are proposed to be constructed with a width of 28 feet. Since Summer Street will see City and delivery traffic to the Water Treatment Facility, it is proposed that this street be constructed to 32 foot width. The street widths would ~7N' r.,o~, ~ 7 - . ;J _ ~ """'Mloo\" 13 I I I I I I I I I I II I I I I I I I I be reduced by 3 feet for Mandan A venue, 2 feet for Franklin Circle, 4 feet on Summer Street, and 7 feet for Itasca A venue. Cost savings will also be obtained through the use of granular material from beneath the existing roadways. The geotechnical report shows the availability of granular material below the existing roadways on Mandan A venue, part of Summer Street, part of Itasca A venue and Robinson Circle. On those segments of the roadway the two feet granular section will be eliminated, therefore reducing a substantial cost to the project. FEASIBILITY From an engineering standpoint, this project is feasible, and can be accomplished as proposed in this report. ~ ~1.. .... L l3ill/lllillo//\ I\'('ur ('0//1'01(' /)(/\'illg Oil 150//1 S'ree' ESTIMATED COST ". w. .1 Brooks Circfe ulrer \oddill,,< The following costs were prepared based upon an Engineer's Estimate (Exhibit 7) and are subject to change. The final construction cost will depend on the final design of the project, required easements and/or right of way, soil conditions, bids received, and actual work performed. ITEM Street/Storm Sewer'" Water Quality Storm Sewer Watermain Sanitary Sewer TOT AL PROJECT COST $ 1,176,109.00 $ 41,/30.00 $ 365,656.00 $ 87,045.00 $ 1,669,940.00 "'Includes 30% Indirect Costs detailecl as follows: Engineering (21 % ) (determined based on calculation) Administration (5%) Financing (4%) ~~< s~~ ....'......-n""... 14 II I. I I I I I I I I I I I I I I I I I 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: Summer Street, Franklin Circle, Mandan A venue, Robinson Circle, Itasca A venue, and Franklin Trail Specific property descriptions included in the above-described area, but not inclusive, are as follows: Brooksville Hills I SI Addition Brooksville Hills 51h Addition Brooksville Hills 2nd Addition Brooksville Hills 61h Addition 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 streets and lateral storm sewer. See Exhibit 8 for the preliminary assessment roll. Total Assessable Street & Storm Sewer Project Cost Project Levy (60%) Project Assessment (40%) $1,176,109.00 S 781,202.00 S 394,907.00 Assessment - Unit Method Assessable Units @ 40% Estimated Unit Assessment (40%) 57 Units $6,928/Unit The cost estimate and funding sources for the remainder of the project are summarized in the following table table #2: TABLE #2 rTEM COST ASSESSMENT T AX LEVY SEWER & WATER ESTIMA TE WATER QUALITY FUND FUND Street/Storm $1.176,109.00 $394.907.00 $781.202.00 Sewer Water Quality $41.130.00 $41.130.00 Storm Sewer Walermain $365.656.00 $365.656.00 Sanitary Sewer $87.045.00 $87.045.00 TOTAL $1,669,940.00 $394,907.00 $781,202.0() $452, 7() 1.00 $41, l30.00 .~~ S ~ .......' """'I'.r~C'"\" 15 I With a total estimated project cost of $1,669,940.00 and estimated bond issue of $1,176,109.00, the assessed amount of $394,907.00 would be equivalent to 34% of the total bond issue. Minnesota Statutes Chapter 429 Special Assessment Bond issue requires that a minimum of 20% of the total bond issue amount be recovered through special assessments. I I I PROJECT SCHEDULE The following project schedule outlines an approach to complete the assessable project in 2009: I ACTIVITY DATE I I Acce[1t feasihility Study/Call for Puhlic Hearing Nov. 17. 200g Hold Informational Mecting Dec. 10. 2008 Conduct Puhlic Hcaring/ Accc[1t Projcct/Order Plans and Spccifications Dec. 15. 2008 Hold Sccond Informational Mceting J an uary 200l) I Approvc Plans and Specifications/Ordcr Advertisemcnts for Bids January 2()Ol) I Opcn I3 ids Fehruary 200l) Accept I3 ids/A ward Contract March 200l) I Begin Construction May 200l) Completc Base Coursc of Bituminous Pavcmcnt Se[1tcmher 200l) I Authorizc Amount to bc Assessed/Schcdule Assessment Hcaring SC[1temhcr 200l) Conduct Asscssment Hearing/Adopt Asscssment Roll Octoher 200t.) I Complctc final Course of Bituminous Pavcmcnt July 2010 I CONCLUSION I I The proposed improvements are necessary, cost effective, and feasible from an engIneenng standpoint and should be made as proposed. The total estimated cost of the recommended improvements is $1,669,940.00. A portion of this project is proposed to be assessed to the benefiting property owners and the remainder through other funding sources. I I -~< s~,,~ """~uo1." I 16 I I I I I I I I I I I I I I I I I 520 Feet 2008 RECONSTRUCTION I PROJECT 2009 RECONSTRUCTION PROJECT I I EXHIBIT 1 I R.q.w. c: 30' 30' ROW. I VARIES 14''*'*** 14"'" VARIES I TC ELEV = I CENTERLINE ELEV. -, ~ 4._1 M-:v< _ _ ~~o., '346% ,""""- ,4~~~- SODDED BOULEVARD] 6'l~1;.;\.jd~~~{~~~1,]~@~B618 CONCRETE WI 5" TOPSOIL '. . \" CURB & GUTTER !I I - 1 1/2" TYPE MV 4 WEARING COURSE MIXTURE (MVWE45035B) - 2357 TACK COAT 2 1/2" TYPE MV 3 NONWEARING COURSE MIXTURE (MVNW35035B) 8" CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE) 2' SELECT GRANULAR BORROW GEOTEXTILE FABRIC'" CROWN MAY VARY AT INTERSECTIONS & CUL.DE-SACS, SEE PLANS AND CROSS SECTIONS .. ROW. VARIES THROUGHOUT PROJECT SEE HORIZONTAL PROFILE ... AT LOCATIONS SPECIFIED BY CITY ENGINEER .... 32' STREET WIDTH BACK OF CURB TO BACK OF CURB TYPICAL STREET SECTION FRANKLIN CIRCLE ITASCA AVENUE SUMMER STREET.... c: RqW. 30' 30' R.OW. I I VARIES 14'*U 14'"'U VARIES I TC ELEV. = I CENTERLINE ELEV. -1~4'lMAX '3~~'1'~ _.'34~O/o . ~_~- SODDED BOULEVARD] ",,,,,,,,,,,,,\4i<,,JI ,<),1' ":2otl"k~~~~~----- B618 CONCRETE WI 5" TOPSOIL ' . ~J -~ CURB & GUTTER L- 1 1/2" TYPE MV 4 WEARING COURSE MIXTURE (MVWE45035B) - 2357 TACK COAT 2 1/2" TYPE MV 3 NONWEARING COURSE MIXTURE (MVNW35035B) 9" CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE) SUBGRADE PREPARATION I I I CROWN MAY VARY AT INTERSECTIONS & CUL-DE-SACS, SEE PLANS AND CROSS SECTIONS .. ROW. VARIES THROUGHOUT PROJECT SEE HORIZONTAL PROFILE ... 32' STREET WIDTH BACK OF CURB TO BACK OF CURB TYPICAL STREET SECTION ITASCA AVENUE MANDAN AVENUE ROBINSON CIRCLE SUMMER STREET'" I I Rq.w. 40' c: 40' ROW. I VARIES 22' 22' VARIES I TC ELEV. = ! CENTERLINE ELEV -I~ ..2Jl.'Yo 2 0% 4~1 ~~~ ~ .- SODDED BOULEVARD..J - ~~&~~~~~B618 CONCRETE WI 5" TOPSOIL li!1 ' c., CURB & GUTTER - 2" TYPE MV 4 WEARING COURSE MIXTURE (MVWE45035B) - 2357 TACK COAT . 2" TYPE MV 3 NONWEARING COURSE MIXTURE (MVNW35035B) 2357 TACK COAT 3" TYPE MV 3 NON WEARING COURSE MIXTURE (MVNW35035B) 15" CLASS 5 AGGREGATE BASE (100% CRUSHED LIMESTONE) I I I . CROWN MAY VARY AT INTERSECTIONS & CUL-DE-SACS, SEE PLANS AND CROSS SECTIONS .. ROW. VARIES THROUGHOUT PROJECT SEE HORIZONTAL PROFILE TYPICAL STREET SECTION FRANKLIN TRAIL I CITY PROJECT #09-011 PROPOSED STREET SECTIONS EXHIBIT 2 I ~ CITY PROJECT #09-011 PROPOSED SANITARY SEWER I I. I I I II, k{/ 11 .- (' ... :1 . . . COn.. II >< 0 ,I w> Iii I: I I I I I I I I I I I z - <:( ~ ~\ UJ () cr: xO UJ LL ' ~ / '-. \ (~ r ./ \, / \, CRCBSANDRA ST e / / '\ SUMMER ST f ) ~ CbQ ~ ~.~ < ~ < ~ ~ROOKS CIRCLE '~HJ :~ ~~ LIJ J5 n: i~ ~ ~ !. COr . ( X. "- COn.. .0 Q> ) \ - "i /1 w+, s . 200 100 0 200 400 Feet I _ IIIIII 11111111111I111111111I111111111111 N Replace Ex. Sanitary Sewer N Existing Forcemain . Existing Manhole N Existing Sanitary Sewer EXHIBIT 3 I I I I I~ I I I: I I I) 1\ I \' ,n I fi ~l -fl, '\ / 'I l~ ~ _J I ~~ -7 II I i .~ I - r- I I ~_ __J ~ST ~ __u__ ____ REMOVE EX. 6" CIP SUMMER 8T Cb ~. Q.. lJJQ 160 80 0 - N f\/ N e-- Replace Watermain ~ Existing Watermain @ Remove Watermain (8) Replace Ex. Gate Valve (8) CITY PROJECT #09-011 PROPOSED WATERMAIN ~ ./ " ( ~ , '- ' ~ t,: . 0.. <D O!.. x-or:- w U t;cn )1 ---=-= '1 - - I~ co .0.. x- wO :'<I "+, s 160 -- 320 Feet Replace Ex. Hydrant Existing Hydrant Existing Gate Valve EXl-tlBIT 4 ! - I ..J II >- ..J <( a: o ::; UJ - ::; /) I ~ I -I ! 1=-'1 , > <( z I ! I I I ~ '( ...... ) \ ~ \ "r" ) I ~~ .......r ~............... I II' - U.- -"- z --' II f-- Z :J ~ ~ I II ('- j -T;!' .~.._- "- ~- \-/.- ---- ---- .---- ---.. .- -- - - ... ( ,oo""~' J - ". J"I u, l' l r ., I -----. '------- -- '-------- CROSSANDRA ST .. " , I - 1 ~- \ GBINSON CIR/ I ~..- II / JI'I ., j I _ ~;( '------- BROOKS CIR ;' , :'<i w+, s 250 125 500 Feet . o 250 ,.1111111111111111 1111111 N Existing Storm Sewer N Replace Storm Sewer ~o '5><:<; <l--" -j).t- "'11 ~ 110\ CITY PROJECT #09-011 PROPOSED STORM SEWER · Existing Structure . Replace Structure Remove Structure /\./ Remove Storm Sewer EXHIBIT 5 ~ '-' I 1_ j I I r ~ I Ii I .:----'. ['. '\1,[':. :,' '[' , "," \, .. ,'.~ L':' \. ~.: / " U \'''' "......._-- .' '"\" ,..~-. " ~'"',.."", .........--- .'-.., '" ,',. \: ' o -' >:<V" \' . 7'~/' ---z .... 7~;;/~-~ <>~7?~/:?'- 1 I ~ 1"',0\00' / I V 1/ 1 1 1 I I : 1 I'~ ------. I ~'~,Cj 1 " {~j ~~.~ , (f':'" 1 t;. "~'_'.+ ,_I ~' !~, ~L EXHIBIT 6 o R\ 'J "- . "" . . ~..., ...'.............. ................" -, . '~"-- '............ ' ............, '"\ \ \ ) . ./ >;' /9/ ~ i . ..:~-:--~ , / ~< ." / ' 'Ifi ."f .;' '" . 1 /'L I _. r I - :; @. I/@ . I~ 1 I -,,--;-.~- I , , fi" -.) '. '" I I .,' '- :~,' \: .:~ ~ \ ; , ' , ,.. .,....-..... . \. ; , .i;j~ " , " l ; " ;1 r"!~~~_ ,,' ; , '. ~ ,.- .' / ;;.~/'--- ........... /,;,'..:' ;~~":r'.-;/;':~"" .' ~ , ..- . ./ . -.. "'-..,' "- I . I :'~-/ "J.( 1'/ '- r ,,', ''I I~ [ . F.. I 1/' r I L: I II i - I I I - . I I I ! I I L , . r I ~ I I: I ), 'J'I I L I ' q fill<;- [I ~~'" - --I I _ L --J ! 1.1 I L- L 1 'I I EXHIBIT 7 ENGINEERS ESTIMATE CITY OF PRIOR LAKE 2009 IMPROVEMENT PROJECT CITY PROJECT #09-011 SUMMER STREET, FRANKLIN CIRCLE.ITASCA AVENUE. FRANKLIN TRAIL, ROBINSON CIRCLE, MANOAN AVENUE SCHEDULE 1 - STREET. SUMMER STREET, FRANKLIN CIRCLE, ITASCA AVENUE, FRANKLIN TRAIL. ROBINSON CIRCLE, MAN DAN AVENUE. ITEM # SPEC. REF DESCRIPTION UNIT aTY UNIT PRICE TOTAL PRICE 1 2021.501 MOBILIZATION LUMP SUM 1 S 70.000.00 S 70.000.00 2 2101.502 CLEAR AND GRUB TREE 2 S 150.00 S 300.00 3 2101.502 CLEAR AND GRUB (SHRUB) TREE 19 S 20.00 S 3BO.00 4 2104.501 REMOVE CONCRETE CURB AND GUTTER L1N FT 864 S 3.00 S 2.59200 5 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SO YO 1319.3 S 2.50 S 3.29825 6 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT (PRIVATE) SOYD 0 S 2.50 S 7 2104.505 REMOVE CONCRETE WALK SOYD 170 S 5.00 S 850.00 8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SOYD 246.3 S 5.00 S 1.231.50 9 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT (PRIVATE) SO YD 0 S 5.00 S 10 2104.509 REMOVE SIGN TYPE C EACH 6 S 30.00 S 180.00 11 2104.509 REMOVE SIGN TYPE SPECIAL EACH 4 S 30.00 S 120.00 12 2104.523 SALVAGE & REINSTALL MAILBOX EACH 57 S 75.00 S 4.27500 13 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 167 S 5.00 S 835.00 14 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 1089 S 3.00 S 3.267.00 15 2104.521 SALVAGE & REINSTALL FENCE L1N FT 68 S 20.00 S 1.360.00 16 2105.501 COMMON EXCAVATION CU YD 11490 S 7.50 S 86.175.00 17 2105.507 SUBGRADE EXCAVATION CU YO 1150 S 7.50 S 8,625.00 18 2105.609 GRANULAR BORROW TON 8551 S 6.50 S 55.581.50 19 2105.525 TOPSOIL BORROW CU YD 1743 S 9.50 S 16.558.50 20 2105.604 GEOTEXTILE FABRIC TYPE V SOYD 9390 S 1.25 S 11.73750 21 2105.609 3" MINUS 100% CRUSHED OUARRY LIMESTONE TON 60 S 15.00 S 900.00 22 2112.501 SUBGRADE PREPARATION RS 35.3 S 200.00 S 7.060.00 23 2130.501 WATER DUST CONTROL MGAL 159.5 S 25.00 S 3.987.50 24 2211.501 AGGREGATE BASE - 1 112" SCREENED CLEAN TON 450 S 19.00 S 8.550.00 25 2211.501 AGGREGATE BASE CLASS 5 TON 8560 S 13.50 S 115.560.00 26 2211.501 AGGREGATE BASE CLASS 5 (PRIVATE DRIVEWAYS) TON 0 S 13.50 S 27 2232.501 MILL BITUMINOUS SURFACE (STREET.FULL DEPTH) SOYD 14062 S 1.50 $ 21.093.00 28 2232.604 MILL BITUMINOUS SURFACE (1.5" - RAMPED EDGES PRIOR TO WEAR) SO YO 89 S 20.00 S 1,780.00 29 2350.501 TYPE MV 4 WEARING COURSE MIXTURE (8) TON 1112 S 52.00 S 57.824.00 30 2350.502 TYPE MV 3 NON WEARING COURSE MIXTURE (B) TON 2060 S 50.00 S 103.000.00 31 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 725 S 2.50 S 1.812.50 32 2350.503 TYPE MV 3 WEAR CRS MIX (B) 3" THICK DRIVEWAY PAVEMENT SO YO 1319.3 S 16.00 $ 21.108.80 33 2350.503 TYPE MV 3 WEAR CRS MIX (B) 3" THICK DRIVEWAY PAVEMENT (PRIVATE) SOYD 0 S 16.00 S 34 2411.618 MODULAR BLOCK RETAINING WALL SO FT 40 S 25.00 S 1.000.00 35 2506.521 INSTALL CASTING (SANITARY) EACH 14 S 550.00 S 7.70000 36 2506.522 ADJUST CASTING WITH 1 1/2" EXTENSION RING EACH 14 S 170.00 S 2.38000 37 2521.501 4" CONCRETE WALK SO FT 4745 S 4.50 $ 21,352.50 38 2531 .507 6" CONCRETE DRIVEWAY PAVEMENT SO YO 246 S 37.00 S 9.102.00 39 2531.507 6" CONCRETE DRIVEWAY PAVEI~ENT (PRIVATE) SOYD 0 S 37.00 S 40 2531.501 CONCRETE CURB AND GUTTER. DESIGN B618 L1N FT 7272 S 10.00 S 72.720.00 41 2531.501 CONCRETE CURB AND GUTTER REPLACEMENT - B618 L1N FT 363.6 S 21.00 S 7.635.60 42 2531 .602 CONCRETE PEDESTRIAN CURB RAMP EACH 5 S 450.00 S 2.250.00 43 2540.601 TEMPORARY MAILBOXES LUMP SUM 1 S 700.00 S 700.00 44 2545.523 4" NON.MET ALLlC CONDUIT L1N FT 240 S 7.50 S 1.800.00 45 2563.601 TRAFFIC CONTROL LUMP SUM 1 S 5.000.00 $ 5.00000 46 2564.537 INSTALL SIGN TYPE C EACH 6 S 200.00 S 1.200.00 47 2564.537 INSTALL SIGN TYPE SPECIAL EACH 4 S 200.00 S 800.00 48 2575.505 SODDING TYPE LAWN SOYD 12433 S 2.75 S 34.190.75 49 2582.502 4" DOUBLE SOLID LINE YELLOW. LATEX L1N FT 412 S 3.00 S 1.236.00 50 2582.502 4" DOUBLE SOLID LINE YELLOW - EPOXY L1N FT 412 S 10.00 S 4,120.00 T SCHEDULE 1 (STREET) TOTAL 783,228.90 ! I I I I I I I I I I I I I I I I I ENG EST 10/17/2008 5A I I SCHEDULE 2. STORM SEWER. SUMMER STREET, FRANKLIN CIRCLE,ITASCA AVENUE, FRANKLIN TRAIL. ROBINSON CIRCLE, MAN DAN AVENUE. ITEM# SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE I 1 2104.501 REMOVE SEWER PIPE (STORM) L1N FT 1527 S 6.00 S 9.162.00 2 2104.509 REMOVE DRAINAGE STRUCTURE EACH 22 S 300.00 S 6.60000 3 2105.61 EXPLORATORY EXCAVATION HR 2 S 400.00 S 800.00 4 2502.541 4" DRAIN TILE WITH SOCK L1N FT 400 S 15.00 S 6.000.00 I 5 2503.541 15" RC PIPE SEWER CL V DESIGN 3006 (STORM) L1N FT 203 S 26.00 S 5.27800 6 2503.541 18" RC PIPE SEWER CL V DESIGN 3006 (STORM) L1N FT 486 S 29.00 S 14.094.00 7 2503.541 21" RC PIPE SEWER CL V DESIGN 3006 (STORM) L1N FT 153 S 35.00 S 5.355.00 8 2503.541 24" RC PIPE SEWER CL V DESIGN 3006 (STORM) L1N FT 132 S 45.00 S 5.940.00 I 9 2503.541 27" RC PIPE SEWER CL V DESIGN 3006 (STORM) L1N FT 159 S 55.00 S 8.745.00 10 2503.541 30" RC PIPE SEWER CL V DESIGN 3006 (STORM) L1N FT 55 S 65.00 S 3.57500 11 2503.541 36" RC PIPE SEWER CL V DESIGN 3006 (STORM) L1N FT 601 S 100.00 S 60.100.00 12 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 9 S 700.00 S 6.30000 13 2506.502 CONST DRAINAGE STRUCTURE DES (2'X3') (INCL. CASTING) EACH 9 S 1.500.00 S 13.50000 I 14 2506.502 CONST DRAINAGE STRUCTURE DES 48.4020 (INCL. CASTING) EACH 3 S 2.100.00 S 6.30000 15 2506.502 CONST DRAINAGE STRUCTURE DES 48-4022 (INCL. CASTING) EACH 3 S 2.100.00 S 6.300.00 16 2506.502 CONST DRAINAGE STRUCTURE DES 54-4022 (INCL. CASTING) EACH 3 S 2.700.00 S 8.100.00 17 2506.502 CONST DRAINAGE STRUCTURE DES 72-4020 (INCL. CASTING) EACH 3 S 4.500.00 S 13.50000 18 2506.502 CONST DRAINAGE STRUCTURE DES 60.4022 (INCL. CASTING) EACH 2 S 4.000.00 S 8.00000 I 19 2506.502 CONST DRAINAGE STRUCTURE DES SPECIAL (INCL. CASTING) EACH 1 S 10.000.00 S 10.000.00 20 2564.602 INSTALL MARKER (RHINO 3-RAIL) EACH 4 S 75.00 S 300.00 21 2451.507 GRANULAR BEDDING CUYD 357.4 S 7.00 S 2.501.80 T SCHEDULE 2 (STORM SEWER) TOTAL 158,049.00 I SCHEDULE 3. WATER QUALITY.. STORMWATER STORAGE AND RAINGARDEN IMPROVEMENTS ITEM # SPEC. REF DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE I 1 2104501 REMOVE SEWER PIPE (STORM) L1N FT 390 S 6.00 S 2.340.00 2 2105.515 UNCLASSIFIED EXCAVATION CUYD 650 S 6.00 S 3.900.00 3 2105.525 TOPSOIL BORROW CUYD 180 S 9.50 S 1.710.00 4 2501515 15" RC PIPE APRON WITH TRASH GUARD EACH 1 S 600.00 S 600.00 5 2503.541 15" RC PIPE SEWER (STORM) L1N FT 195 S 26.00 S 5.07000 I 6 2506.502 CONST DRAINAGE STRUCTURE DES 48.4020 (INCL. CASTING) EACH 3 S 1.900.00 S 5.700.00 7 2571 502 TREE 20" CAL EACH 17 S 200.00 S 3.400.00 8 2573.502 SILT FENCE. TYPE HEAVY DUTY LIN FT 575 S 2.20 S 1.26500 9 2573.602 CLEAN SEDIMENT BASIN EACH 1 S 500.00 S 500.00 10 2573602 CATCH BASIN SEDIMENT CONTROL BARRIER DURING CONSTRUCTION EACH 18 S 150.00 S 2.70000 I 11 2575.501 SEED MIXTURE 310 ACRES 0.5 S 750.00 S 375.00 12 2575.57 RAPID STABILIZATION METHOD 1 SOYD 700 S 1.30 S 910.00 13 2576 . SPEC RAIN GARDEN CONSTUCTION SOYD 250 S 60.00 S 15.000.00 T SCHEDULE 3 (WATER QUALITY STORM SEWER) TOTAL 41,130.00 I SCHEDULE 4.. SANITARY SEWER.. SUMMER STREET. FRANKLIN CIRCLE, ITASCA AVENUE, FRANKLIN TRAIL, ROBINSON CIRCLE, MAN DAN AVENUE. ITEM # SPEC. REF DESCRIPTION UNIT aTY UNIT PRICE TOTAL PRICE I 1 2104.501 REMOVE SEWER PIPE (SANITARY) L1N FT 636 S 6.00 S 3.81600 2 2104.501 REMOVE SEWER PIPE (SANITARY FORCE MAIN) L1N FT 480 S 6.00 S 2.880.00 3 2104.501 REMOVE SEWER PIPE (SANITARY SERVICE) LIN FT 625 S 5.00 S 3.12500 4 2104.509 REMOVE MANHOLE EACH 1 S 300.00 S 300.00 5 2105.61 EXPLORATORY EXCAVATION HR 6 S 400.00 S 2.400.00 I 6 2503 602 CONNECT TO EXISTING SANITARY SEWER EACH 1 S 800.00 S 800.00 7 2503.602 CONNECT TO EXISTING MANHOLES (SAN IT ARYl EACH 3 S 1.000.00 S 3.000.00 8 2503.602 CONNECT TO EXISTING FORCE MAIN EACH 2 S 800.00 S 1.600.00 9 2503.602 RECONNECT TO EXISTING SANITARY SEWER SERVICE EACH 18 S 250.00 S 4.500.00 10 2503.602 8" X 4" PVC SDR 26 WYE EACH 4 S 130.00 S 520.00 I 11 2503.602 4" SDR 26 INSERTA-TEE EACH 14 S 900.00 S 12.600.00 12 2503.603 8" PVC SEWER SDR 35 L1N FT 636 S 32.00 S 20.352.00 13 2503.603 4" PVC SEWER SDR 26 L1N FT 625 S 18.00 S 11.250.00 14 2503.603 6" DUCTILE IRON PIPE SEWER CL 52 (FORCE MAIN) L1N FT 480 S 32.00 S 15.36000 15 2503.608 DUCTILE IRON FITTINGS LBS 206 S 3.00 S 618.00 I 16 2506.502 48" DIAMETER SANITARY MANHOLE EACH 1 S 2.10000 S 2.100.00 17 2506.503 RECONSTRUCT SANITARY MANHOLE L1N FT 3 S 500.00 S 1.500.00 18 2451.507 GRANULAR BEDDING CUYD 36 S 9.00 S 324.00 T SCHEDULE 4 (SANITARY) TOTAL S 87,045.00 I I I ENG EST 10/17/2008 5A , I I I I I I I I I I I I I I I I I I I SCHEDULE 5" WATERMAIN" SUMMER STREET, FRANKLIN CIRCLE, ITASCA AVENUE, FRANKLIN TRAIL, ROBINSON CIRCLE, MAN DAN AVENUE. ITEM # SPEC. REF DESCRIPTION UNIT OTY UNIT PRICE TOTAL PRICE 2101.502 CLEAR AND GRUB TREE 28 S 150.00 S 4.200.00 2104.501 REMOVE WATER MAIN L1N FT 2520 S 4.50 S 11.340.00 2104.501 REMOVE WATER SERVICE PIPE UN FT 1900 S 3.00 S 5,700.00 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SO YD 426 $ 2.50 S 1.065.00 5 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SO YD 143.4 $ 5.00 S 717.00 6 2104.509 REMOVE HYDRANT WITH GATE VALVE & BOX EACH 6 S 300.00 S 1,800.00 7 2104.509 REMOVE GATE VALVE & BOX EACH 7 $ 150.00 S 1,050.00 8 2104.509 REMOVE CURB STOP & BOX EACH 56 S 75.00 S 4,20000 9 2104521 SALVAGE & REINSTALL FENCE UN FT 65 S 20.00 S 1,300.00 10 2104.521 SALVAGE & REINSTALL ROCK EDGING UN FT 75 S 20.00 S 1,500.00 11 2104.521 SALVAGE & REINSTALL PAVER EDGING UN FT 97 S 30.00 S 2,91000 12 2104.521 SALVAGE SPRINKLER SYSTEM LIN FT 150 S 10.00 S 1,50000 13 2104.618 SALVAGE & REINSTALL RET WALL SO FT 71 S 18.00 S 1,278.00 14 2105.525 TOPSOIL BORROW CU YD 41.8 S 9.50 S 397.10 15 2105.61 EXPLORATORY EXCAVATION HR 6 S 400.00 S 2.40000 16 2211.501 AGGREGATE BASE CLASS 5 TON 131 S 13.50 S 1,768.50 17 2350.503 TYPE MV 3 WEAR CRS MIX (B) 3" THICK DRIVEWAY PAVEMENT SO YD 431.6 S 52.00 S 22.443.20 18 2504.602 HYDRANT WITH 6" GATE VALVE & BOX EACH 6 S 3,500.00 S 21,000.00 19 2504602 6" GATE VALVE AND BOX EACH 4 S 1,000.00 S 4.000.00 20 2504.602 8" GATE VALVE AND BOX EACH 3 S 1,250.00 S 3,75000 21 2505.602 12" GATE VALVE AND BOX EACH 1 S 2,200.00 S 2.20000 23 2504.602 6" SADDLE EACH 24 S 100.00 S 2.40000 24 2504602 1" CORPORATION STOP EACH 56 S 100.00 S 5.60000 25 2504.602 1" CURB STOP & BOX EACH 56 S 160.00 S 8,96000 26 2504.602 RECONNECT WATER SERVICE EACH 56 S 300.00 S 16,80000 27 2504.602 CONNECT TO EXISTING WATER MAIN EACH 11 $ 1,000.00 S 11,00000 28 2504.602 WATER SHUTOFF CASTING ASSEMBLY EACH 12 S 160.00 S 1,92000 29 2504.508 DUCTILE IRON FITTINGS LBS 6732 S 3.00 S 20,19500 30 2504.503 5" WATERMAIN DUCTILE IRON CL 52 UN FT 335 S 27.00 S 9.045.00 31 2504 503 8" WATERMAIN DUCTILE IRON CL 52 UN FT 1120 S 28.00 S 31,36000 32 2504.503 12" WATERMAIN DUCTILE IRON CL 52 UN FT 40 S 50.00 S 2.40000 33 2504.503 20" WATERMAIN DUCTILE IRON CL 52 UN FT 578 S 125.00 S 84,750.00 34 2504.503 1" TYPE K COPPER PIPE LIN FT 1900 S 21.00 S 39.900.00 35 2504 503 HYDRANT RISER UN FT 3 S 400.00 S 1,20000 35 2504.505 4" POLYSTYRENE INSULATION SO FT 250 S 20.00 S 5,00000 37 2504.602 TEMPORARY WATER SERVICE EACH 55 S 300.00 $ 15,800.00 38 2531.507 5" CONCRETE DRIVEWAY PAVEMENT SO YD 143.4 $ 37.00 S 5,30580 39 2571502 TREE 2.5" CAL TREE 19 S 450.00 S 8,55000 40 2575.505 SODDING TYPE LAWN SO YD 297.7 S 2.75 S 818.68 41 2451.507 GRANULAR BEDDING CUYD 148 S 9.00 S 1,33200 T SCHEDULE 5 (WATERMAIN) TOTAL 365,656.28 ENG EST 10/17/2008 5A I I TOTAL (08-11) SCHEDULE 1 - STREET. SUMMER STREET, FRANKLIN CIRCLE, ITASCA AVENUE. FRANKLIN TRAIL, ROBINSON CIRCLE, MANDAN AVENUE. 783,228.90 I SCHEDULE 2 - STORM SEWER. SUMMER STREET, FRANKLIN CIRCLE, ITASCA AVENUE, FRANKLIN TRAIL, ROBINSON CIRCLE, MANDAN AVENUE. 158,049.00 I SCHEDULE 3. WATER QUALITY. STORMWATER STORAGE AND RAINGARDEN IMPROVEMENTS 41,130.00 I SCHEDULE 4 - SANITARY SEWER. SUMMER STREET, FRANKLIN CIRCLE, ITASCA AVENUE, FRANKLIN TRAIL, ROBINSON CIRCLE, MANDAN AVENUE. 87,045.00 SCHEDULE 5 - WATERMAIN - SUMMER STREET, FRANKLIN CIRCLE, ITASCA AVENUE, FRANKLIN TRAIL, ROBINSON CIRCLE, MAN DAN AVENUE. 365,656.28 I TOTAL ESTIMATE 1,435,109.18 I I I I I I I I I I I I I ENG EST 10/17/2008 5A - - - - - - - - - - - - - - DESCRIPTION: ASSESSMENT UNIT RATE 140%1 ASSESSMENT UNIT RATE 1100%1 ASSESSMENT CODE: INTEREST RATE: TERM: INITIAL YEAR: ADDITIONAL INTEREST: PAYMENT METHOD: P~<:>.J. #09-11. P_H~~~!!.,_?~~~ ~~<:<:>N~TR.I_J<:TI<:>N IMP~<:>Vr:MEI:'JT ~'3.0JECT AdoDted: 109 6% 10 YEARS 75 DAYS EQUAL PRINICPAL NO. LEGAL DESCRIPTION pARCEL A[)DRE~~ L7 B1 PLAT-25016 BROOKSVILLE HILLS 2ND 5178 BROOKS CIR SE 2 L8 B1 PLAT-25016 BROOKSVILLE HILLS 2ND 16376 FRANKLIN TRL SE 3 L9 B1 PLAT-25016 BROOKSVILLE HILLS 2ND 16354 FRANKLIN TRL SE 4 L 1 B2 PLAT-25016 BROOKSVILLE HILLS 2ND 16399 FRANKLIN TRL SE 5 L2 B2 PLAT-25016 BROOKSVILLE HILLS 2ND 16389 FRANKLIN TRL SE 6 L3 B2 PLAT-25016 BROOKSVILLE HILLS 2ND 16375 FRANKLIN TRL SE 7 L4 B2 PLAT-25016 BROOKSVILLE HILLS 2ND 16361 FRANKLIN TRL SE 8 L5 B2 BROOKSVILLE HILLS 2ND 16349 FRANKLIN TRL SE PARCEL NUMBER PROPERTY OWNER & ADDRESS - _._~ JOS~H t & ANN I HOLMES - ~ 5178 BROOKS crR SE 250160070 PRIOR LAKE MN 55372 GARY A & JEANNA L MILLER 16376 FRANKLIN TRL SE 250160080 PRIOR LAKE MN 55372 JERI M BRUNS 16354 FRANKLIN TRL SE 250160090 PRIOR LAKE MN 55372 SIMMCUTT PROPERTIES PO BOX 154 260160100 PRIOR LAKE MN 55372 LAI HENG SE 16389 FRANKLIN TRL SE 250160110 PRIOR LAKE MN 55372 TODD R & LILIA E FRAZIER 16375 FRANKLIN TRL SE 250160120 PRIOR LAKE MN 55372 DAVID L & KAREN L MOSHER 16361 FRANKLIN TRL SE 250160130 PRIOR LAKE MN 55372 GEORGE T NELSON 16349 FRANKLIN TRL SE 250160140 PRIOR LAKE MN 55372 PATRICK & HEATHER DOLL 16295 FRANKLIN CIR SE 9 L3 B1 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16295 FRANKLIN CIR SE 251570030 PRIOR LAKE MN 55372 STANLEY A & CONNIE A WASIK 17354 RIDGEWOOD CT SE 10 L5 B1 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16269 FRANKLIN CIR SE 251570050 PRIOR LAKE MN 55372 BRIAN M & TRACI L BURNES 16247 FRANKLIN CIR SE 11 L6 B1 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16247 FRANKLIN CIR SE 251570060 PRIOR LAKE MN 55372 BRUCE H & JOAN R HEINZ 16237 FRANKLIN CIR SE 12 L7 B1 PLAT.25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16237 FRANKLIN CIR SE 251570070 PRIOR LAKE MN 55372 ELDON R & LINDA G RECKARD 16205 FRANKLIN CIR SE 13 L8 B1 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16205 FRANKLIN CIR SE 251570080 PRIOR LAKE MN 55372 G:\Recon_ Projects\09-0 11_ Brooksvllle_Phase2\2009 brooksville assessment roll 1.xls 09107 - - - - - TOTAL NUMBE~ ASSESSMENT OF UNITS AMOUNI DEFER m >< :I: - [0 - -f CO - - - - - - - - - 14 L4 B2 PLAT-25157 REPLAT OF BLK 1 8ROOKSVIII F Hill S 16228 FRANKLIN CIR SE 15 L5 B2 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16240 FRANKLIN CIR SE 16 L6 B2 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16252 FRANKLIN CIR SE 17 L7 B2 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16264 FRANKLIN CIR SE 18 L8 B2 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16276 FRANKLIN CIR SE 19 L9 B2 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16288 FRANKLIN CIR SE 20 L 10 B2 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16300 FRANKLIN CIR SE 21 L 11 B2 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16316 FRANKLIN CIR SE 22 L5 B1 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 23 L6 B1 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 24 L7 B1 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 25 L8 B1 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 26 L9 B1 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 27 L 10 B1 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 28 L2 B2 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 29 L3 B2 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 30 L4 B2 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 31 L5 B2 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 5333 ROBINSON CIR SE 5311 ROBINSON CIR SE 5301 ROBINSON CIR SE 5302 ROBINSON CIR SE 5312 ROBINSON CIR SE 5332 ROBINSON CIR SE 16307 IT ASCA AVE SE 16293 ITASCA AVE SE 16275 ITASCA AVE SE 16261 ITASCA AVE SE G:IRecon.ProJectsI09-011.Brooksvllle.Phase212009 brooksvllle assessment roll1..ls 09/07 - - - - - - . .-. '" ,. .. -- - - JOSEPH C AHLERS & AMY C VASSAR 16228 FRANKLIN CIR SE 251570120 PRIOR LAKE MN 55372 1 JAMES J & TRACY L KES . 16240 FRANKLIN CIR SE 251570130 PRIOR LAKE MN 55372 1 .", , '. - MICHAEL L & VICKI GLASSMAN 16252 FRANKLIN CIR SE 251570140 PRIOR LAKE MN 55372 JUDITH E BROWN 16264 FRANKLIN CIR SE 251570150 PRIOR LAKE MN 55372 ----- ---------- JOHN M & HEIDI B BARBA 16276 FRANKLIN CIR SE 251570160 PRIOR LAKE MN 55372 BRIAN & DEBORAH KIRCHMEIER 16288 FRANKLIN CIR SE 251570170 PRIOR LAKE MN 55372 __n_________ _ WAYNE 0 & LINDA L BRADFORD 16300 FRANKLIN CIR SE 251570180 PRIOR LAKE MN 55372 SCOTT A& SHERIL YNNE K SCHRAMEL 16316 FRANKLIN CIR SE 251570190 PRIOR LAKE MN 55372 BRANDON K & KATHERINE M HEDGES 2364 GOLF DR 251870050 WOODBURY MN 55129 JAMES T & KELLY L PRITCHETT 5311 ROBINSON CIR SE 251870060 PRIOR LAKE MN 55372 DAVID R & AMY C QUAINTANCE 5301 ROBINSON CIR SE 251870070 PRIOR LAKE MN 55372 STEVEN J & CAROL J GRAHAM 5302 ROBINSON CIR SE 251870080 PRIOR LAKE MN 55372 DANIEL W & VICKY L RODEWALD 5312 ROBINSON CIR SE 251870090 PRIOR LAKE MN 55372 KEVIN R & DIANE M GERDES 5332 ROBINSON CIR SE 251870100 PRIOR LAKE MN 55372 KELLY L THERRIEN 16307 ITASCA AVE SE 251870160 PRIOR LAKE MN 55372 ERIC J & HOLLY B ZIMMERMAN 16293 ITASCA AVE SE 251870170 PRIOR LAKE MN 55372 STEPHANIE 0 DECKAS 16275 ITASCA AVE SE 251870180 PRIOR LAKE MN 55372 WILDES 16261 ITASCA AVE SE 251870190 PRIOR LAKE MN 55372 - - - - - - - - - - 32 L6 B2 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 33 L7 B2 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN - - - 16245 ITASCA AVE SE 16227 ITASCA AVE SE - ..- 34 L2 B1 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16307 FRANKLIN CIR SE 35 L4 B1 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16283 FRANKLIN CIR SE 36 L 1 B2 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16190 FRANKLIN TRL SE 37 L2 B2 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16204 FRANKLIN CIR SE 38 L3 B2 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16216 FRANKLIN CIR SE 39 L 1 B1 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILLS 16321 FRANKLIN CIR SE 40 L 12 B2 PLAT-25157 REPLAT OF BLK 1 BROOKSVILLE HILL~ 16326 FRANKLIN CIR SE 41 L 1 B1 PLAT-25025 BROOKSVILLE HILLS 5TH ADDN 42 L 1 B1 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 43 L2 B1 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 44 L3 B1 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 45 L4 B1 PLAT-25187 BROOKSVILLE HILLS 6TH ADDN 47 L2 B3 PLAT-25016 BROOKSVILLE HILLS 2ND ADDN 48 L3 B3 PLAT-25016 BROOKSVILLE HILLS 2ND ADDN 49 L4 B3 PLAT-25016 BROOKSVILLE HILLS 2ND ADDN 50 L5 B3 PLAT-25016 BROOKSVILLE HILLS 2ND ADDN 16313 FRANKLIN TRL SE 5270 SUMMER ST SE 5290 SUMMER ST SE 5310 SUMMER ST SE 5330 SUMMER ST SE 16429 MAN DAN AVE SE 16411 MANDAN AVE SE 16395 MANDAN AVE SE 16383 MAN DAN AVE SE G:IRecon_Pro)ectsI09-011 Brooksvllle Phase212009 brooksvllle assessment roll 1.xls - - 09/07 - - - - - - LEON^RD R & JULIE MELVILLE 16245 ITASCA AVE SE 251870200 PRIOR LAKE MN 55372 SCOTT W & COLLEEN K MACK 16227 ITASCA AVE SE 251870210 PRIOR LAKE MN 55372 -- RANDALL C & BARBARA J OLSON 16307 FRANKLIN CIR SE 251570020 PRIOR LAKE MN 55372 JENNIFER D PATRICK 16283 FRANKLIN CIR SE 251570040 PRIOR LAKE MN 55372 JOSEPH K BLESSING 16190 FRANKLIN CIR SE 251570090 PRIOR LAKE MN 55372 STANLEY & DEBRA SCHULTZ 16204 FRANKLIN CIR SE 251570100 PRIOR LAKE MN 55372 SERGEY & NATALYA KOPYLOV 16216 FRANKLIN CIR SE 251570110 PRIOR LAKE MN 55372 VALE M RIGGS 16321 FRANKLIN CIR SE 251570010 PRIOR LAKE MN 55372 ANTHONY J HAPKA & TRACY J TAYLOR 16326 FRANKLIN CIR SE 251570200 PRIOR LAKE MN 55372 BARBARA J OTTO 5475 ROSEWOOD LN 250250010 PLYMOUTH MN 55442 WILLIAM H & LINN K BLOCKER 5270 SUMMER ST SE 251870010 PRIOR LAKE MN 55372 STEVEN F & SANDRA J FRANSEN 5290 SUMMER ST SE 251870020 PRIOR LAKE MN 55372 JENNY L BOEGEMAN 5310 SUMMER ST SE 251870030 PRIOR LAKE MN 55372 JAMES L SCHLAGEL 5330 SUMMER ST SE 251870040 PRIOR LAKE MN 55372 ROBERT J & KATIE PARTEN 16429 MANDAN AVE SE 250160230 PRIOR LAKE MN 55372 MICHAEL & VANESSA SOUKUP 16411 MANDAN AVE SE 250160240 PRIOR LAKE MN 55372 JAN L & THERSA M JOHNSON 16395 MAN DAN AVE SE 250160250 PRIOR LAKE MN 55372 CURTIS B & DIANNE L WATERS 16383 MANDAN AVE SE 250160260 PRIOR LAKE MN 55372 - - - - - - - - - - 51 L 6 B3 PLAT-25016 BROOKSVILLE HILLS 2ND ADDN 52 L7 B3 PLAT-2S016 BROOKSVIII F HILLS 2ND AnnN 53 L 10 B2 PLAT-25016 BROOKSVILLE HILLS 2ND ADDN 54 L9 B2 PLAT-25016 BROOKSVILLE HILLS 2ND ADDN 55 L 8 B2 PLAT-25016 BROOKSVILLE HILLS 2ND ADDN 56 L7 B2 PLAT-25016 BROOKSVILLE HILLS 2ND ADDN 57 L6 B2 PLAT-25016 BROOKSVILLE HILLS 2ND ADDN - - - 16363 MAN DAN AVE SE 16347 MANDAN A VF SF 16420 MANDAN AVE SE 16398 MAN DAN AVE SE 16386 MANDAN AVE SE 16366 MANDAN AVE SE 5273 SUMMER ST SE GIRecon_PrOjeclsI09-011_Brooksvllle_Phase212009 brooksville assessment roll1.xls 09/07 - 250160270 ?S01fiO?RO 250160190 250160180 250160170 250160160 250160150 - - - - ROBBIE S GUTZKE 16363 MANDAN AVE SE PRIOR LAKE MN 5S372 -- ..... DALE A & MARY A RADANKE 16347 MANDAN AVE SE PRIOR LAKE MN SS37? NEAL N & LAURIE J CAMPBELL 16773 JONZUIL TRL LAKEVILLE MN 55044 --..- ...,.---... -..- ROBERT F & JOYCE A JIRIK 16398 MAN DAN AVE SE PRIOR LAKE MN 55372 . ---- ......-- MICHELLE MILLIKAN 16386 MAN DAN AVE SE PRIOR LAKE MN 55372 . ------- .-'.---- MICHAEL W FJELSTAD 16366 MANDAN AVE SE PRIOR LAKE MN 55372 WILLIAM T BUTLER,III 5273 SUMMER ST SE PRIOR LAKE MN 55372 - - - - - - - - City of Prior Lake Minnesota N f~':' 2008 W-\rE .,~".." S PROJ # 09-011 PROPOSED ASSESSMENT AREA CJ lOT TO BE ASSESSED LOTS ARE LABELED WITH OWNER INFO FROM JULY 20DB LOTS TO BE ASSESSED ONE UNIT UNLESS OTHERWISE NOTED (57 UNITS TOTAL) I ,,~, 111.,;'t~<lO<-lul..., 10()I< C,t'r"IP~o'l"".,PlJIJ""Wo"'D"P,I"""'''1 G .R"m"',U'Ul11IC'S _ "'ap,'A"",<_,~ ".." Feel 100 50 0 100 ~--- ''''< oj''''WI<j oS ,,~,II'~' a '~qa"y '''''Old"" ""'" "ur" ''''''''Y ,"'<1.s ",,( ,,,1..,,""<1 IfJ t>f' ..,~,I,,~ ''''', I'"~, ~';'w",'l oS ~ corr>polal'O'lot'..co'<Js ,nlu>m..I'""..ml,l.JMI'onl'"'''''''' ~'ty CO"..tl' ..rod ~I,,'" ,,1I,c~ ",," (}It..~, """'CO''' r'>.s llu<:"",,,()! S""LJ"ll'>o>uso.dk:>.,,,lp,..,,~..o,,'Y NO'''p'..,.,''l.,M..""..<!. "",[ ,,,,,,,,..., l>"",,,"~<l..ccu'al"ty fcH"d IflJ<: '0"'''000 rh;; C,'~ 01 P,1O( la...... 0< any Q'flat ~"ll'Y '<,,no w",~n d;~.1 was "N'"'''''' "~'."m,,., "" """"~, lot ..." ""(J'~ Of .......,~""'~ ..,"p.., '1ll>'Cf~Dd"CI"> ~,~ rovn<l [JI",,,~,, """r,!ClI',,, Oly ", P.,,>" I..'", 5086 5102 5052 5054 5056 5058 506A - - - - - - - - - - 5259 5261 5333 16165 5279 5293 5311 16166 16167 16182 5260 5274 5292 5310 KOPYlOV 16216 - - - 16148 16168 16186 ~ w a: o ~ u: 16147 16167 16183 16196 16197 5330 16197 / '-- =----- \. / '" '- ~ CROSSAN ORA ST " / 16203 L' ~ ~- . .. H~INZ 162~~/ "'.''''~ ,....~,:. ...,_..~... 5281 16205 5299 5315 5333i ~ I!' z CO '" z " IE BURNES 16247 I I ~~A::~_"T69 ... .. - .~ !PATR'CK 1628}J ,~ ~ / \. SUMMER 5T 5140 16348 16368 16388 16408 - 16428 5301 16448 5141 5114 5128 16453 5207 5168 ZIMMERMAN 16293 ROWENHORST 16323 --- 5495 5489 '----BROOKS <.'" / 16399 > " " U '" ~ 16425 16447 I I 5405 ! 5419 J 5483 5477 ~ ,. 16400 ~ w a: 0 16424 3 u: 16440 - - - 16145 5485 I 16163 5517 16181 >-- '" ~ Z ::J o <D 5535 . 5549 I '" 5433 I 54511 I " I ~_5465 j 5483 WATER TREATMENT FACILITY 16335 5471 5465 ~- I 5459 -I 5472 ~5453 5446 \ ) 1)447 16423 5440 5441 5435 16441 5418