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Home My WebLink About15.B.1. 2003 Reconstruction Project No. 2003-3-Res. No. 5873 CITY OF SHAKO PEE /5. 6, J ... Memorandum COr~SENT TO: Mayor & City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: 2003 Reconstruction, Project No. 2003-3 DATE: April 15, 2003 INTRODUCTION: Attached is Resolution No. 5873, a resolution receiving a report and calling a hearing on the 2003 Reconstruction, Project No. 2003-3. BACKGROUND: On November 6, 2002, the City Council ordered the preparation of a feasibility report for the 2003 Reconstruction Project. This report has been completed and is attached for Council review. This proposed project includes the following streets: . Fourth Avenue, from Naumkeag Street to CSAH 17 . Fourth Avenue, fromCSAH 17 to Shenandoah Drive . Viking Steel Road, from 4th Avenue to C.R. 101 . Cavanaugh Drive, from Viking Steel Road to west terminus at the Union Pacific Railroad Crossing The purpose of the feasibility report is to evaluate the existing infrastructure (streets, utilities, drainage) and make recommendations for any improvements that are needed. The feasibility report also addresses the estimated costs for the improvements and the proposed assessments that result from the project being constructed. The attached resolution sets a date for the public hearing for this project for May 6,2003. The approval of Resolution No. 5873 does not order the project nor does it commit the Council to constructing any improvements. The intent of this resolution is to accept the feasibility report and set the public hearing date. The public hearing will allow the property owners adjacent to the project area and the general public the opportunity to address the City Council on this project. Staff will conduct an informational meeting prior to the public hearing to inform the property owners of the report. Staff did a brief presentation for the April 1 st Council meeting, which included an overview of the project, feasibility report and main issues. Staff will make a full presentation at the May 6, 2003 meeting on the feasibility report to the public and the City Council at the public hearing. With this feasibility report, and as mentioned at the April 151 meeting, the main issues are as follows: . Costs ofthe project to the City . Right-of-way acquisition for 4th Avenue and Viking Steel Road improvements . Railroad crossing costs to the City . Locations of sidewalks and trails in the project area . Timing of the improvements to meet Shakopee Public Utilities schedule for their new building construction . Undergrounding of existing overhead power lines . Assessments I Issue #1 - Cost of the Project to the City I Staffhas revised the cost, per Council direction, and after discussions with SPUC staff. A breakdown of City costs is as follows from the report: Tax Levy (Reconstruction) $ 682,050.27 CIF/State Aid (railroad crossing & signal, $ 712,171.17 trails, street oversizing) Sanitary Sewer Replacement $ 39,747.81 Storm Drainage $ 133,237.50 Total City Cost $1,567,206.75 Staff has placed excess State Aid Funds from the past projects into the Capital Improvement Fund and Council has adopted a resolution for possible advancement of additional State Aid Funds for funding of this project. Also, it is permissible to bond the City's Tax Levy portion unless the State Legislature changes the law. I Issue #2 - Right-of-Way Acquisition (ROW) I In order to construct this project, as proposed, additional right-of-way is needed for 4th Avenue, Viking Steel Road and for sanitary sewer and watermain extensions. The right- of-way acquisition process may prevent this project from being constructed this year and could push this into 2004. I Issue #3 - Railroad Crossing Costs to the City I The City has a 24.5 foot wide roadway agreement with the property owned by Kelley Fuels. The railroad crossing will need to be upgraded for a public street crossing and possibly signals added if determined by the railroad. Viking Steel Road is shown on the City's Transportation System to be a minor collector and the City has typically paid for the crossing upgrade and signals in past projects. Viking Steel Road is on the City's State Aid System and State Aid Funds could be used to pay for these items. I Issue #4 - Locations of Sidewalks and Trails in the Project Area I Both 4th Avenue and Viking Steel Road are shown to be City collectors on the Transportation Plan. The City's policy, in the past, has been to install a concrete sidewalk on one side and a bituminous trail on the other side. At the April 15t meeting it was decided to have the City pay for the sidewalks and trails. I Issue #5 - Timing of Improvements I Shakopee Public Utilities Commission (SPUC) is proceeding with the building of a new service center on Viking Steel Road. Their projected date of occupancy is July/August 2004. Due to the number of design issues and right-of-way acquisition, it may be difficult to construct any improvements in 2003 except for utilities. The street work would probably start in 2004 and could be completed by August, 2004, if the project moves forward and the street work starts in early May, 2004. I Issue #6 - Undergrounding of Existing Overhead Power Lines I Existing overhead power lines exists on 4th Avenue, Viking Steel Road and Cavanaugh Drive. From the report, it appears that the overhead line on 4th Avenue and possibly on Viking Steel Road may need to be relocated. The City's Right-of-Way Management Ordinance does allow the City the option to require undergrounding of a utility line if relocation is more than 300 feet. The Council in the past has dealt with this issue on Valley View Road and C.R. 83/16. I Issue #7 - Assessments I In review of the assessments on the project, staff is of the opinion that a benefit appraisal analysis may be in order for parcels on Viking Steel Road such as Kelley Fuels. Council may want to order a benefit appraisal analysis after the public hearing on May 6,2003. Staff has revised the report from Council direction on April 1, 2003 meeting and believes a public hearing should be held on the project to determine the level of support from the property owners being affected. AL TERNATIVES: 1. Adopt Resolution No. 5873. This action will receive the feasibility report and set the date for the public hearing for May 6,2003. 2. Deny Resolution No. 5873. This action will halt the project until such time that City Council reconsiders the resolution. 3. Move to receive the feasibility report but do not set a date for the public hearing at this time. This action will place the project on hold until such time as the City Council sets a date for the public hearing. 4. Table Resolution No. 5873 to allow time for staff to prepare additional information and/or revise the feasibility report as directed by the City Council. RECOMMENDATION: 1. If the City Council wishes to pursue all or a portion of this project for the 2003 construction season, staff recommends Alternative No.1, to adopt Resolution No. 5873. 2. If the City Council does not wish to pursue this project then the appropriate action would be to move the approval of Resolution No. 5873, and vote against the motion. 3. If City Council provides additional direction and modifications to the report, then Alternative No. 3 may be appropriate to table this action and have staff modify the report. ACTION REQUESTED: Offer Resolution No. 5873, A Resolution Receiving a Report and Calling a Hearing on Improvement for the 2003 Reconstruction, Project No. 2003-3 and move its adoption. ~L~ Public Works Director BUpmp MEM5873 RESOLUTION NO. 5873 A Resolution Receiving A Report And Calling A Hearing On An Improvement 2003 Reconstruction Project No. 2003-3 WHEREAS, pursuant to Resolution No. 5805 of the City Council adopted November 6, 2002, a report has been prepared by the City Engineer, with reference to the improvement of the 2003 Reconstruction Project and this report was received by the Council on April 15, 2003. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA: 1. The Council will consider the improvement of 4th Avenue, from Naumkeag Street to Shenandoah Drive; Viking Steel Road, from 4th Avenue to County Road 101; and Cavanaugh Drive, from Viking Steel Road to Union Pacific Railroad Crossing by installation of sanitary sewer, watermain, storm sewer, storm water pond, concrete curb & gutter, grading, aggregate base, bituminous paving, concrete sidewalk, bituminous trail, railroad crossing & warning signals, street lighting and all appurtenant work in accordance with the report and the assessment of abutting and benefited property for all or a portion of the cost of the improvements pursuant to Minnesota Statutes Chapter 429 at an estimated total cost of the improvement of $2,881 ,917.64. 2. A public hearing shall be held on such proposed improvements on the 6th day of May, 2003, at 7:00 P.M. or thereafter, in the Council Chambers of City Hall, at 129 South Holmes Street, Shakopee, Minnesota, and the Clerk shall give mailed and published notice of such hearing and improvement as required by law. 3. The work of this project is hereby designated as part of the 2003-3 Public Improvement Program. Adopted in session ofthe City Council ofthe City of Shakopee, Minnesota, held this day of ,2003. Mayor of the City of Shakopee ATTEST: City Clerk I I I FEASIBILITY REPORT I FOR FOURTH A VENUE RECONSTRUCTION FROM I NAUMKEAG STREET TO SHENANDOAH DRIVE; AND I VIKING STEEL ROAD (SARAZIN STREET) FROM I FOURTH A VENUE TO CSAH 101; AND I CAVANAUGH DRIVE FROM VIKING STEEL ROAD TO WEST TERMINUS IN I SECTION 5 AND 6 , RANGE 22, TOWNSHIP 115 SHAKOPEE I SCOTT COUNTY, MINNESOTA I I I April 2003 I Engineering Department I City of Shakopee 129 Holmes Street S. SHAKOPEE Shakopee,MN 55379 I (952) 233-3800 CO:M:MUNITY PRIDE SINCE 1857 I I I I I I FEASIBILITY REPORT FOR I FOURTH AVENUE RECONSTRUCTION FROM NAUMKEAG STREET TO SHENANDOAH DRIVE; I MD VIKING STEEL ROAD I (SARAZIN STREET) FROM I FOURTHAVENUETOCSAHIOl; AND CAVANAUGH DRIVE FROM VIKING STEEL ROAD TO WEST TERMINUS I IN I SECTION 5 AND 6 , RANGE 22, TOWNSHIP 115 SHAKOPEE SCOTT COUNTY, MINNESOTA I I I hereby certify that this plan, specification, or report was prepared by I me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Minnesota. I /) ~ ./'4. " ' /" /)7;[jlo ~", --!.;. fii)~ /A./ D"",,- '\:::::::F. ; ! I ''') ~ .r-', U Date ,!flO--.5 Registration No. 17590. I I I I APRIL 2003 I I I I CONTENTS I FOR 2003 RECONSTRUCTION, SHAKOPEE,MINNESOTA I I Description Page No. Introduction 1 I Scope 1 I Background 1 I Proposed Improvements 5 Cost Estimate 5 I Special Assessments 6-8 I Conclusions 8 Funding Sources 8 - 10 I Appendix I I I I I I I I I I I I INTRODUCTION I I The City Council of Shakopee, Minnesota ordered the preparation of a feasibility report I on November 6,2002 for street improvements to Fourth Avenue, from Naumkeag Street to Shenandoah Drive; and Viking Steel Road (Sarazin Street), from Fourth Avenue to CSAH 101; and Cavanaugh Drive, from Viking Steel Road to West terminus by I Resolution No. 5805. I I SCOPE I I This report evaluates the feasibility of constructing these streets. All existing infrastructure elements ( street, utilities, etc.) were evaluated, improvements I recommended, cost estimates of the proposed improvements prepared and funding strategies developed by this report. I I BACKGROUND I I Fourth Avenue was originally a part of the County road system. It became a City street I subsequent to the completion of County Road 17 in about 1974. Sanitary sewer, water and storm sewer exists as shown in the Appendix in this report. The existing pavement on Fourth A venue, east of CSAH 17 to Shenandoah Drive, is extremely deteriorated to I the point where it requires far more than normal maintenance. There are many transverse and longitudinal cracks, large areas of patching, severe crown problems and drainage problems due to no curb and gutter east C.R. 17. This street generates numerous citizen I complaints on an annual basis and has been on the 5- Year Capital Improvement Plan for several years and is included in the 2003 Capital Improvement Program. I West ofCSAH 17, Fourth Avenue is a 44 foot wide urban street in which the pavement is deteriorated to the point that a bituminous overlay is needed. In this report, it is I recommended to mill 2 inches of existing pavement and repave Fourth A venue, from Naumkeag Street to CSAH 17. Also, the existing sanitary sewer main should be replaced where defective, and sewer main extended to serve a vacant parcel. I I 1 I I Viking Steel Road has been a gravel road maintained by the City since 1969 and to a width of24.5 feet under an agreement between the City and property owner. Viking Steel I road, from c.R. 101 to 4th Avenue is shown on the City's Transportation Plan as a minor collector. A transportation model has been updated utilizing the proposed Shakopee Public Utilities building project and United Properties Shenandoah Business Park AUAR I to develop a new traffic projection. This report was done by WSB & Associates, Inc. and is included in the appendix. Since there are no addresses on Viking Steel road and this I roadway does line up with Sarazin Street, it would be recommended that this roadway be renamed to Sarazin Street. I Cavanaugh Drive is an existing rural bituminous pavement roadway serving Rubber Industries and Northland Forest Products. This roadway is located within a City owned parcel. I The existing zoning of all abutting properties is as shown on the zoning map in the Appendix. I I I PROPOSED IMPROVEMENTS I I A. Roadway Fourth Avenue I The existing pavement east of C.R. 17 is 24 feet wide with no curb. It is proposed to reconstruct the street to a pavement width of 44 feet with concrete curb and I gutter. Fourth Avenue is currently designated as a State Aid street, thus the street must be built to State Aid Standards if State Aid Funds are utilized. Fourth Avenue is considered a local collector, as this street serves as a connector street I between County State Aid Highway (CSAH) 17 and CSAH 83. It is proposed to have "no parking" and be constructed as a three lane roadway to meet State Aid Design Standards and the City's Transportation Plan. Fourth Avenue, west of I c.R. 17 is proposed to be milled and overlaid. I Viking Steel Road (Sarazin Street) I This roadway is gravel and 24 feet wide. It is proposed to be constructed as a 36 foot wide road with curb & gutter to meet State Aid Design Standards and City's Transportation Plan and to serve abutting commercial/industrial properties. I I I 2 I I Cavanauflh Drive I This roadway is a rural design bituminous pavement that is heavily deteriorated. This road primarily serves Rubber Industries and the Forest Products properties. Proposed rehabilitation would include milling in place and adding crushed rock I and new bituminous pavement to a nine ton standard. B. Sidewalks I Fourth Avenue I There are no existing sidewalks east ofC.R. 17 on Fourth Avenue. I This report recommends new sidewalk and trail to the east of C.R. 17 along Fourth A venue, from CSAH 17 to Shenandoah Drive. The trail is proposed to be on the north side of Fourth Avenue and concrete sidewalk on the south side of I Fourth Avenue. Per City Policy, a sidewalk is required along collector streets and also a bituminous trail through residential and commercial areas. I Viking Steel Road (Sarazin Street) I On Viking Steel Road (future Sarazin Street), the City's policy along collector streets is to install a concrete sidewalk and bituminous trail. Viking Steel Road, from Fourth A venue to c.R. 101, transverses through 1-1 zoning property, thus the need for both a I sidewalk and trail is somewhat diminished. The City does maintain sidewalks and trails on collector streets. In this report, a sidewalk has been included on the east side and a trail on the west side of Viking Steel Road, as per current policy. I c. Sanitary Sewers I On Fourth Avenue the existing sanitary sewer is 12 inch clay concrete, PVC pipe and concrete manholes. The existing sanitary sewer pipe was televised in the I January, 2003. After reviewing the video, it is proposed to reconstruct two sections of 12 inch clay line that is heavily deteriorated. I It is proposed to extend the sanitary sewer main on Fourth Avenue, west ofCSAH 17 to serve a vacant parcel that does not have sewer at this time. It is also proposed to replace the existing KC Hall sanitary sewer service on Fourth I A venue, from Sarazin Street to their building. For Viking Steel Road properties, a gravity sanitary sewer would be extended I from west of Cavanaugh Drive and the Union Pacific Railroad intersection along the south side of the railroad tracks to Viking Steel Road and south within Viking I I 3 I I Steel Road to serve industrial properties adjacent to the roadway. Extension of a gravity sewer line is being done to avoid a lift station on Viking Steel Road. I Any service connections that are defective would be replaced from the main line to the property line. All new service lines or replacements would be assessed to I the benefiting property. It has been generally the City's Policy to replace the service line unless the service has been replaced recently with current standard I pipe material. D. Watermain I The Shakopee Public Utilities Commission (SPUC)'s Comprehensive Water Plan dated April, 1993 proposed a 12 inch trunk watermain on Fourth Avenue, from I Sarazin Street to Shenandoah Drive, and also on Viking Steel Road to connect to existing watermain as shown on the water plan in the Appendix. The segment of 12 inch watermain from Sarazin Street to Shenandoah is now proposed to be I included within future development area on the north side of Fourth Avenue with an 8 inch watermain along Fourth Avenue. The 12 inch watermain on Sarazin Street will connect to a 6 inch watermain on the Northland Forest Product site. I On 4th Avenue, east of Roundhouse Street, watermain reconstruction is being requested by SPUC. I E. Storm Sewers Storm sewers to facilitate drainage will be as shown on the storm sewer plan in I the appendix. I Establishment of ponding on City property would be part of the storm sewer improvements to this area. This ponding will serve developed industrial land as well as future industrial land and Viking Steel Road drainage. I F. Street Lighting I Street lights will be added on Fourth Avenue, Viking Steel Road and Cavanaugh Drive, as necessary, to meet the City's Street Lighting Policy. Street lights installed as part of constructing new street and reconstructing existing bituminous I streets will be included in the overall project costs and included in the assessment calculations. I G. Right-of-Way Acquisition Additional right-of-way easements are needed for the installation of sanitary I sewer, watermain, storm sewer and street improvements. Right-of-way acquisition costs will be included in the project costs and assessed for the local street and other improvements such as sanitary sewer and watermain. Right-of- I I 4 I I way acquisition costs for oversizing Fourth Avenue to City collector standards will be included as a City cost. I H. Relocation of Overhead Power Lines I Overhead power lines exist along Fourth Avenue and Viking Steel Road and will probably require relocation. City ordinance on right-of-way management allows I the City the right to require the existing overhead lines upon relocation to be placed underground. The placement of power lines underground will result in property owners converting their service line from overhead to underground. The I additional costs are not included in assessments but identified as a cost due to this project. I I. Railroad Crossin2: Improvements I Viking Steel Road currently has a crossing with the Union Pacific Railroad for its 24.5 foot width of roadway. This report recommends a 36 foot width roadway with sidewalk and trail connections. Viking Steel Road is projected to be a minor I collector having a traffic count of 2,800 ADT in the year 2020. Improvements to the railroad crossing will be required by Union Pacific Railroad and MnlDOT upon upgrading of this roadway. Improvements included in this report would be a I new concrete crossing and a new signalized warning system along with pavement markings and advance warning signs. Typically, these costs have been paid by the City in past street crossings. I I I COST ESTIMATE I I A detailed cost estimate can be found in the Appendix. The following costs were prepared based upon an Engineer's Estimate and are subject to change, depending on the final design of the project, bids received and actual work performed. A summary of the I estimated costs are as follows: Segment 1 (Mill & Overlay) $ 93,339.13 I Segment 2 (4th Avenue Reconstruction) $1,441,794.06 Segment 3 (Viking Steel Road) $1,266,991.00 Segment 4 (Cavanaugh Dr. Bituminous Overlay $ 79,792.97 I GRAND TOTAL $2,881,917.16 I I I 5 I I I I SPECIAL ASSESSMENTS I I Street Portion Fourth A venue (C.R. 17 to Shenandoah Drive) I It is proposed to special assess 25% of the street reconstruction costs to those properties abutting the project limits based on front footage. A complete I assessment roll and assessment calculations for Fourth Avenue can be found in the Appendix. New concrete curb & gutter will be assessed at 100% where concrete curb did not exist previously. I Fourth Avenue (Naumkeaf! Street to C.R. 17) I It is proposed to special assess for mill and overlay to benefiting properties according to City policy which is 25% assessed ofthe project cost. I Vikinf! Steel Road (Fourth Avenue to CSAH 101) I It is proposed to special assess 100% ofthe cost for a 36 foot wide nine ton street to abutting properties based on front footage since these properties are industrial zoned parcels. I Cavanauf!h Drive I It is proposed to special assess 25% of street rehabilitation to benefiting properties. I Sidewalks New sidewalk and bituminous trail are proposed to be paid by the City. Sidewalk I along 4th Avenue is adjacent to multi-residential, both developed and undeveloped, commercial and undeveloped industrial property. Sidewalk along I Viking Steel Road is adjacent to light industrial property. Sidewalk and bike trail is proposed, from CSAH 17 to Shenandoah Drive on Fourth Avenue, and from Fourth Avenue to CSAH 101 on Viking Steel Road. I Watermain I Watermain will be assessed as per SPUC policies. 12 inch watermain is proposed on Viking Steel Road, from Fourth Avenue north to the railroad tracks, then west I I 6 I I to connect to existing watermain as shown on the watermain improvement map in the Appendix. I Current zoning of abutting properties mandates 12" watermain. I SPUC also will be charging a Trunk Watermain Acreage Charge of $831.00 per acre to parcels as determined by SPUc. I Sanitary Sewer & Water Service Lines I Any existing water or sewer service connections that are found to be deficient and replaced will be assessed 100% directly back to the benefited property. New sewer and water services will also be assessed 100% directly back to the benefited I property. Street Lit;!hting I All costs for new street lights installed as part of constructing or reconstructing a street will be included in the overall project costs for street reconstruction (Fourth I Avenue and Cavanaugh Drive) or street construction (Viking Steel Road) and included in the assessment calculations. I Storm Sewer Fourth Avenue storm sewer improvement costs have been merged with the street I reconstruction costs and assessed at 25%. The non-assessed storm sewer costs are proposed to be paid out of the Storm Drainage Utility Fund. All storm sewer I improvements in Viking Steel road will be merged with street costs and assessed 100%. The storm drainage pond will be paid by the Storm Drainage Utility Fund which will serve existing property and future property. I Rit;!ht-of- Way Acquisition I Right-of-way acquisition costs along Fourth Avenue in order to construct a collector street will be a 100% City cost. Right-of-way acquisition costs for sanitary sewer, watermain and storm sewer and Viking Steel Road will be I included in the assessment calculations for these improvements. Relocation of Overhead Lines I Any relocation of existing overhead power lines to an underground installation will be at the expense of the utility, if ordered by City Council. Any cost to I convert an overhead power service to underground service will be determined by the utility and is not included in the project costs or assessments. I I 7 I I Railroad Crossin2 Improvements I Necessary improvements to the railroad crossing such as concrete crossing, signals, signing and markings has been in the past the responsibility of the local I road authority and has been a cost to the City. I I CONCLUSIONS I I Fourth Avenue is extremely deteriorated and in need of reconstruction. The pavement is I beyond any further preservation and requires higher than normal maintenance costs. Viking Steel road exists as a narrow gravel road needing permanent street construction to I serve developing industrial properties and the new Shakopee Public Utilities Commission's site. I Sidewalk and bike trails are also needed to serve abutting properties and as part of the City's policy with City collector routes. Sanitary sewer, watermain and storm sewer is I proposed as shown on the utility maps in the Appendix. Fourth Avenue (Naumkeag Street to C.R. 17) is proposed to be milled and overlaid only I and would be assessed according to City policy. Cavanaugh Drive as also deteriorated and now should be rehabilitated Merging this I work with this project should be most economically feasible. This report concludes that the project is feasible necessary and cost effective and I recommends the improvements as stated in this report. I I FUNDING SOURCES I I A. Streets The Assessment Policy of the City of Shakopee establishes the mechanism to be I used for street reconstruction. This policy states that 25% of the reconstruction costs will be assessed to abutting property owners. I New street construction will be 100% assessed. Milling and overlay of streets will be assessed 25%. I I 8 I I B. Curb & Gutter I It is proposed to assess new concrete curb & gutter 100% to the benefiting property owners. I c. New Sidewalks /Trails I It is proposed to fund new sidewalk and bituminous trail 100% to the City. D. Storm Sewers I All storm sewer costs will be merged with the street reconstruction costs and assessed at 25%. The 75% non-assessed storm sewer costs will be funded by the I Storm Drainage Fund. All storm sewer costs in Viking Steel Road will be 100% assessed. Pond construction will be paid by the Storm Drainage Fund. I E. Watermain The proposed watermain improvements will be funded by special assessments to I benefited properties. Any oversizing of watennain would be a trunk cost paid by Shakopee Public Utilities. Any reconstruction of existing watermain is paid by SPuc. I F. Sanitary Sewer I Reconstruction of any mainline sanitary sewer would be funded by the Sanitary Sewer Enterprise Fund. All new sanitary sewers would be 100% assessed to I benefiting properties. G. Service Connections I Any new water or sewer connections and those service lines found to be defective and in need of replacing will be 100% assessed directly back to those property I owners. H. Street Li2htin2 I All costs with any street lighting will be assessed, per City Policy. I I. Ri2ht-of-Wav Acquisition Right-of-way acquisition costs along Fourth Avenue, in order to have a collector I street, will be 100% paid by the City. Right-of-way acquisition costs for new sanitary sewer, watermain, storm sewer and Viking Steel Road will be included in the project costs and assessed. I I 9 I I J. Railroad Crossine Improvements I Improvements to an existing crossing, as necessary, has been a City cost and is proposed in this report to be paid by the City. I I I FUND SOURCE TOTALS I I Assessments $1,300,960.40 Sanitary Sewer Fund $ 39,747.81 I Storm Sewer Fund $ 133,237.50 elF/State Aid $ 712,171.17 Tax Levy $ 682,050.27 I Shakopee Public Utilities Commission $ 13~750.00 TOTAL PROJECT COST $2,881,917.16 I I I I I I I I I I I 10 I I I I APPENDIX I Description I Cost Funding Summary Preliminary Cost Estimate I Assessment Calculations I Assessment Roll I Proj ect Location Map Zoning Map I Assessment Properties Map I Proposed Sanitary Sewer and Watermain Map Proposed Street and Storm Sewer Map I Transportation Memo from WSB & Assoc. I SPUC Memo on Street Lighting and Overhead/Underground Costs Sanitary Television Inspection and Grouting Report I Soil Borings I Map of SPUC Proposed New Service Center I I I I I I lJl 0 T- O l"- I"- 0 (0 iV ~ Q) 10 N """: 0 ..... +' c:i r--: r--: c:i ..... c:i r--: 0 (0 ~ M 10 ,... 10 ..... I- a> l"- N 0 ..... I"- a> 0 a) M N~ N M ..... I 0 M M Q) ..... ..... Q) l'1. T" (0 I"- Q) ... N I ~ ~ ~ ~ ~ ~ ~ I ~ C'l l"- I , I'- . Ol I cO ..t I N ~ .!J1 'OJ' 'OJ' U 0> co Ol +' &! oi oi l"- I: ...... LO Ql Ol E "B, I"- Cl :::> co I Ql c: en ~ ~ 617 .". .". 617 617 .". 'l) C> 'l) C) I g I'- , LO , I'- C! cD ~ cD I M u 0> C'l LO .... &! C'l N ~ Ol +' N M Ol I: ...... Ql Qi ...... '" N (0 co ...... C'l E ~ (0 CI) N I Cl . Ql t>> . ... en ~ ~ ~ .". .". .". .". .". .". ~ OJ I 'OJ' co C'l N 0 (0 iii N co LO 'OJ' 0 oj cD . M ..t ci 0 <( N co LO co ...... LO ..t w <:- I'- ...... N co I'- ~ U. .... M r-: cD 0 M 0 I: 8 C'l 0> 0> ...... Q) Z Ql &! '<t LO C'l 0 g N I ~ t .s ..... 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Gl Co "5.c: lJl III ~ Ql 0 "t:I 0 I Ql +' Q) ...J +' .:.:: :j ~ c:: ~ '2 'c.. (j C\I Ul I: )( nl ~ ::s III Ul nl Ql nl nl s:. ~ (/) 1.L:iE <( en (!) l- e.> en . I I I COST ESTIMATES SUMMARY TABLE I SEGMENT 1 4TH AVENUE - NAUMKEAG ST. TO MARSCHALL RD. I STREET SCHEDULE A $ 34,562.69 SANITARY SCHEDULE B $ 26,185.50 I SANITARY SCHEDULE C $ 32,590.94 SUBTOTAL SECTION 1 $ 93,339.13 I SEGMENT 2 4TH AVENUE - MARSCHALL RD. TO SHENANDOAH DR. I STREET SCHEDULE A $ 952,612.38 STORM SCHEDULE 8 $ 187,253.00 I SANITARY SCHEDULE C $ 15,049.38 WATERMAIN SCHEDULE D $ 144,979.31 RIGHT-OF-WAY SCHEDULE E $ 141,900.00 I SUBTOTAL SECTION 2 $ 1,441,794.06 I SEGMENT 3 VIKING STEEL ROAD - 4TH AVE. TO UNION PACIFIC R.R. STREET SCHEDULE A $ 532,434.38 I STORM SCHEDULE B $ 224,136.00 SANITARY SCHEDULE C $ 184,057.50 WATERMAIN SCHEDULE D $ 156,413.13 I RIGHT-OF-WAY SCHEDULE E $ 169,950.00 SUBTOTAL SECTION 3 $ 1,266,991.00 I SEGMENT 4 CAVANAUGH DRIVE - VIKING STEEL RD. TO END I STREET SCHEDULE A $ 79,792.97 SUBTOTAL SECTION 4 $ 79,792.97 I GRAND TOTAL ALL SCHEDULES $ 2,881,917.16 I I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE I ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE SEGMENT 1 . 4TH A VENUE (NAUMKEAG ST. TO MARSCHALL RD.) I STREET SCHEDULE A 1 Mobilization L.S. 1 $ 500.00 $ 500.00 2 Traffic Control L.S. 1 $ 200.00 $ 200.00 I 3 Mill Bttuminous S.Y. 4143 $ 1.50 $ 6,214.50 4 Type 41 Bttuminous Wear Course Mix, 2" Thick S.Y. 4143 $ 4.00 $ 16,572.00 I 5 4" Solid Line - WMe Epoxy L.F. 150 $ 0.75 $ 112.50 6 4" Solid Double Line - Yellow Epoxy L.F. 550 $ 1.50 $ 825.00 7 4" Skip Line - Whtte Epoxy L.F. 550 $ 0.75 $ 412.50 I 8 Pavement Markings EA. 2 $ 150.00 $ 300.00 I SUBTOTAL SCHEDULE A $ 25,136.50 10% CONTINGENCIES $ 2,513.65 SUBTOTAL W/10% CONTINGENCIES $ 27,650.15 I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 6,912.54 TOTAL SCHEDULE A $ 34,562.69 I SEGMENT 1. 4TH A VENUE (NAUMKEAG ST. TO MARSCHALL RD.) SANITARY SCHEDULE B (KUBES PROPERTY) I 1 MObilization L.S. 1 $ 400.00 $ 400.00 2 Traffic Control L.S. 1 $ 150.00 $ 150.00 3 Sawcut Bttuminous Surface L.F. 100 $ 3.00 $ 300.00 I 4 Remove Concrete Curb & Gutter L.F. 100 $ 2.50 $ 250.00 5 Bedding Material C.Y. 100 $ 10.00 $ 1,000.00 6 Class 5 Aggregate Base (100% Crushed Limestone, 8" Thick) S.Y. 270 $ 4.50 $ 1,215.00 I (Patching) 7 Type 31 Bttuminous Base Course Mix, 2 1/2" Thick (Patching) S.Y. 270 $ 5.00 $ 1,350.00 8 Type 41 Bttuminous Wear Course Mix, 1 1/2" Thick (Patching) S.Y. 270 $ 4.00 $ 1,080.00 I I I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE 9 B~uminous Material for Tack Coat GAL 14 $ 2.00 $ 28.00 I 10 B618 Concrete Curb and Gutter L.F. 100 $ 12.00 $ 1.200.00 11 5' Wide Concrete Walk (Includes 4" Concrete & 4" Sand S.F. 500 $ 2.50 $ 1,250.00 Cushion) I 12 Construct San~ary Sewer Manhole EA. 1 $ 1,500.00 $ 1,500.00 13 Rock Excavation C.Y. 130 $ 35.00 $ 4,550.00 14 Construct San~ary Sewer Manhole EA. 1 $ 1,500.00 $ 1,500.00 I 15 8" PVC SDR 26 L.F. 81 $ 26.00 $ 2,106.00 16 6" PVC SDR 26 L.F. 55 $ 18.00 $ 990.00 17 8x6Wye EA. 1 $ 175.00 $ 175.00 I SUBTOTAL SCHEDULE B $ 19,044.00 I 10% CONTINGENCIES $ 1,904.40 SUBTOTAL WI 10% CONTINGENCIES $ 20,948.40 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 5,237.10 I TOTAL SCHEDULE B $ 26,185.50 I SEGMENT 1 - 4TH A VENUE (NAUMKEAG ST. TO MARSCHALL RD.) SANITARY SEWER SCHEDULE C (CITY REPLACEMENn 1 Mobilization L.S. 1 $ 450.00 $ 450.00 I 2 Traffic Control L.S. 1 $ 175.00 $ 175.00 3 Sawcut B~uminous Surface L.F. 257 $ 3.00 $ 771.00 4 Remove Concrete Curb & Gutter L.F. 217 $ 2.50 $ 542.50 I 5 Bedding Material C.Y. 65 $ 10.00 $ 650.00 6 Class 5 Aggregate Base (100% Crushed Limestone, 8" Thick) S.Y. 517 $ 4.50 $ 2,326.50 I 7 Type 31 B~uminous Base Course Mix, 2 1/2" Thick S.Y. 517 $ 5.00 $ 2,585.00 8 Type 41 B~uminous Wear Course Mix, 11/2" Thick S.Y. 517 $ 4.00 $ 2,068.00 9 B~uminous Material for Tack Coat GAL 26 $ 2.00 $ 52.00 I 10 B61 B Concrete Curb and Gutter L.F. 217 $ 12.00 $ 2,604.00 I I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE I ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE 11 5' Wide Concrete Walk (Includes 4" Concrete & 4" Sand S.F. 1085 $ 2.50 $ 2,712.50 I Cushion) 12 Remove Sanitary Sewer Pipe (12" VCP) L.F. 188 $ 6.00 $ 1,128.00 13 Connect to Existing Sanitary Sewer EA. 1 $ 500.00 $ 500.00 I 14 Remove Existing Sanitary Manhole EA. 1 $ 750.00 $ 750.00 15 Construct Sanitary Sewer Manhole EA. 1 $ 1 ,500.00 $ 1,500.00 16 8" PVC SDR 26 L.F. 188 $ 26.00 $ 4,888.00 I SUBTOTAL SCHEDULE C $ 23,702.50 I 10% CONTINGENCIES $ 2,370.25 SUBTOTAL WI 10% CONTINGENCIES $ 26,072.75 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 6,518.19 I TOTAL SCHEDULE C $ 32,590.94 I I I I I I I I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE SEGMENT 2. 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.) I STREET SCHEDULE A 1 Mobilization L.S. 1 $ 13,000.00 $ 13,000.00 I 2 Trafffic Control L.S. 1 $ 5,000.00 $ 5,000.00 3 Clearing and Grubbing L.S. 1 $ 3,000.00 $ 3,000.00 4 Sawcut Bnuminous Surface L.F. 425 $ 3.00 $ 1,275.00 I 5 Remove Concrete Curb & Gutter L.F. 40 $ 3.50 $ 140.00 6 Mailbox Relocation L.S. 1 $ 500.00 $ 500.00 7 Common Excavation (Includes Bn. Removal) C.Y. 8470 $ 6.00 $ 50,820.00 I 8 Granular Borrow C.Y. 3700 $ 10.00 $ 37.000.00 9 Class 5 Aggregate Base (100% Crushed Limestone, 8" Thick) S.Y. 23613 $ 4,50 $ 106,258.50 I 10 Type 31 Bnuminous Base Course Mix, 2 1/2" Thick S.Y. 21046 $ 4.00 $ 84,184.00 11 Type 41 Bnuminous Wear Course Mix, 1 1/2" Thick S.Y. 21046 $ 3.00 $ 63,138.00 12 Bituminous Material for Tack Coat GAL. 1160 $ 2.00 $ 2,320.00 I 13 B618 Concrete Curb and Gutter L.F. 9300 $ 7.50 $ 69,750.00 14 4" Concrete Walk (Includes 4" Sand CUShion) S.F. 21640 $ 2.50 $ 54,100.00 I 15 8' Bnuminous Path (Includes 2" Type 41 Bituminous Wear S.Y. 3965 $ 8.50 $ 33,702.50 Course &4" Class 5 Agg. 100% Crushed Limestone) 16 Furnish & Plant Sugar Maple, 2 1/2" Cal B & B Tree EA. 90 $ 350.00 $ 31,500.00 I 17 Fumish & Plant Marschall Ash, 2 1/2" Cal B & B Tree EA. 90 $ 350,00 $ 31,500.00 18 Sodding Lawn Type, Includes 4" Topsoil S.Y. 10578 $ 2.75 $ 29,089.50 19 Install 1 1/4" PVC Conduit (Conduit to be Supplied by L.F. 528 $ 5.25 $ 2,772.00 I S.P.U.C.) 20 Street Lighting L.S. 1 $ 45,000.00 $ 45,000.00 21 4" Solid Line - White Epoxy L.F. 8000 $ 0.75 $ 6,000.00 I 22 4" Solid Double Line - Yellow Epoxy L.F. 4200 $ 1,50 $ 6,300.00 23 24" Stop Bar - White Epoxy L.F. 66 $ 10.75 $ 709.50 I 24 Pavement Markings EA. 1 $ 150.00 $ 150.00 I I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE 25 Modify Traffic Control Signal (County Road 17) L.S. 1 $ $ 15,000.00 I 26 Sin Fence L.F. 200 $ 3.00 $ 600.00 I SUBTOTAL SCHEDULE A $ 692,809.00 10% CONTINGENCIES $ 69,280.90 SUBTOTAL WI 10% CONTINGENCIES $ 762,089.90 I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 190,522.48 TOTAL SCHEDULE A $ 952,612.38 I SEGMENT 2 - 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.) I STORM SEWER SCHEDULE B 1 Mobilization L.S. 1 $ 2,600.00 $ 2,600.00 2 Traffic Control L.S. 1 $ 1,000,00 $ 1,000.00 I 3 Connect to Existing Storm Sewer System EA. 2 $ 500.00 $ 1,000.00 4 Adjust Existing Storm Sewer Structures EA. 4 $ 750.00 $ 3,000.00 I 5 Bedding Material C.Y. 800 $ 10.00 $ 8,000.00 12" RCP Class V $ 30.00 $ 7,920.00 6 L.F. 264 I 7 15" RCP Class V L.F. 791 $ 32.00 $ 25,312.00 8 18" RCP Class III L.F. 750 $ 38.00 $ 28,500.00 9 24" RCP Class III L.F. 561 $ 42.00 $ 23,562.00 I 10 27" RCP Class III L.F. 36 $ 48.00 $ 1,728.00 11 30" RCP Class III L.F. 26 $ 52.00 $ 1,352.00 12 Construct Drainage Structure Design 2' x 3' EA. 12 $ 1,100.00 $ 13,200.00 I 13 Construct Drainage Structure Design 48-4020 EA. 10 $ 1,300.00 $ 13,000.00 14 F & I Casting Assembly EA. 8 $ 420.00 $ 3,360.00 I I I I I 2003 RECONSTRUCTiON - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE 15 27" Flared End Section wrrrash Guard EA. 1 $ 1,250.00 $ 1,250.00 I 16 30" Flared End Section wrrrash Guard EA. 1 $ 1,400.00 $ 1,400.00 I SUBTOTAL SCHEDULE B $ 136,184.00 10% CONTINGENCIES $ 13,618.40 SUBTOTAL WI 10% CONTINGENCIES $ 149,802.40 I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 37,450.60 TOTAL SCHEDULE B $ 187,253.00 I SEGMENT 2 - 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.) I SANITARY SEWER (KC HALL) SCHEDULE C 1 Mobilization L.S. 1 $ 200.00 $ 200.00 2 Traffic Control L.S. 1 $ 100.00 $ 100.00 I 3 Reconstruct Outside Drop EA. 1 $ 1,000.00 $ 1,000.00 4 Remove Sanilary Sewer Pipe (All Sizes & Types) L.F. 130 $ 6.00 $ 780.00 I 5 Connect to Existing Sanilary Sewer EA. 1 $ 500.00 $ 500.00 6 Construct Sanilary Sewer Manhole EA. 1 $ 1.500.00 $ 1,500.00 I 7 Rock Excavation C.Y. 70 $ 35.00 $ 2,450.00 8 Bedding Material C.Y. 50 $ 10.00 $ 500.00 I 9 8" PVC SDR 26 L.F. 130 $ 26.00 $ 3,380.00 10 6" PVC SDR 26 L.F. 20 $ 18.00 $ 360.00 11 8 x 6 Wye EA. 1 $ 175.00 $ 175.00 I SUBTOTAL SCHEDULE C $ 10,945.00 I 10% CONTINGENCIES $ 1,094.50 SUBTOTAL WI 10% CONTINGENCIES $ 12,039.50 I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 3,009.88 TOTAL SCHEDULE C $ 15,049.38 I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE I SEGMENT 2 - 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.) I WA TERMAIN SCHEDULE D Mobilization L.S. $ 2,000.00 $ 2,000.00 1 1 I 2 Traffic Control L.S. 1 $ 800.00 $ 800.00 3 Connect to Existing Watermain EA. 5 $ 1,000.00 $ 5,000.00 I 4 Bedding Material C.Y. 1000 $ 10.00 $ 10,000.00 5 8" Water Main-Ductile Iron CI 52 L.F. 2655 $ 25.00 $ 66,375.00 6 6" Water Main-Ductile Iron CI 52 L.F. 291 $ 22.00 $ 6,402.00 I 7 Hydrant EA. 5 $ 1,800.00 $ 9,000.00 8 8" Gate Valve and Box Assembly EA. 2 $ 775.00 $ 1,550.00 I 9 6" Gate Valve and Box Assembly EA. 5 $ 600.00 $ 3,000.00 10 Watermain Fittings LBS 875 $ 1.50 $ 1,312.50 I 11 Watermain Reconstruction EA. 1 $ 10,000.00 $ 10,000.00 12 Rock Excavation C.Y. 1473 $ 35.00 $ 51,555.00 I SUBTOTAL SCHEDULE D $ 105,439.50 10% CONTINGENCIES $ 10,543.95 I SUBTOTAL WI 10% CONTINGENCIES $ 115,983.45 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 28,995.86 I TOTAL SCHEDULE D $ 144,979.31 I SEGMENT 2 - 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.) RIGHT-OF-WA Y SCHEDULE E I SUBTOTAL SCHEDULE E $ 103,200.00 10% CONTINGENCIES $ 10,320.00 SUBTOTAL W110% CONTINGENCIES $ 113,520.00 I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 28,380.00 TOTAL SCHEDULE E $ 141,900.00 I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE I I SEGMENT 3 - VIKING STEEL ROAD (4TH AVE. TO UNION PACIFIC R.R. & UTILITIES TO WESn STREET SCHEDULE A I 1 Mobilization L.S. 1 ~ 7,400.00 ~ 7,400.00 2 Traffic Control L.S. 1 $ 3,000.00 $ 3,000.00 I 3 Clearing & Grubbing L.S. 1 $ 1,000.00 $ 1,000.00 4 Sawcut Bituminous Surface L.F. 120 $ 3.00 $ 360.00 5 Common Excavation C.Y. 2880 $ 6.00 $ 17,280.00 I 6 Class 5 Aggregate Base (100% Crushed Limestone, 8" Thick) S.Y. 5511 $ 4.50 $ 24,799.50 7 Type 31 Bituminous Base Course Mix, 2 1/2" Thick S.Y. 4822 $ 4.00 $ 19,288.00 I 8 Type 41 Bituminous Wear Course Mix, 1 1/2" Thick S.Y. 4822 $ 3.00 $ 14,466.00 9 Bituminous Material for Tack Coat GAL. 245 $ 2.00 $ 490.00 I 10 B618 Concrete Curb and Gutter L.F. 2700 $ 7.50 $ 20,250.00 11 4" Concrete Walk (Includes 4" Sand Cushion) S.F. 6200 $ 2.50 $ 15,500.00 12 8' Bituminous Path (Includes 2" Type 41 Bituminous Wear S.Y. 1084 $ 8.50 $ 9,214.00 I Course &4" Class 5 Agg. 100% Crushed Limestone) 13 Fumish & Plant Sugar Maple, 2 1/2" Cal B & B Tree EA. 25 $ 350.00 $ 8,750.00 I 14 Furnish & Plant Marschall Ash, 2 112" Cal B & B Tree EA. 25 $ 350.00 $ 8,750.00 15 Sodding Lawn Type, Includes 4" Topsoil S.Y. 4172 $ 2.75 $ 11,473.00 I 16 Install 1 1/4" PVC Conduit (Conduit to be Supplied by L.F. 80 $ 5.25 $ 420.00 S.P.U.C.) 17 Reconstruct Railroad Crossing L.S. 1 $ 80,000.00 $ 80,000.00 I 18 Railroad Signalization L.S. 1 $ 125,000.00 $ 125,000.00 19 Railroad Pavement Markings and Signage L.S. 1 $ 4,000.00 $ 4,000.00 20 Street Lighting L.S. 1 $ 12,000.00 $ 12,000.00 I 21 4" Solid Line - White Epoxy L.F. 1380 $ 0.75 $ 1,035.00 22 4" Solid Double Line - Yellow Epoxy L.F. 1275 $ 1.50 $ 1,912.50 I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE 23 24" Stop Bar - Whtte Epoxy L.F. 36 $ 10.75 $ 387.00 I 24 Pavement Markings EA. 1 $ 150.00 $ 150.00 25 Sitt Fence L.F. 100 $ 3.00 $ 300.00 I SUBTOTAL SCHEDULE A $ 387,225.00 I 10% CONTINGENCIES $ 38,722.50 SUBTOTAL WI 10% CONTINGENCIES $ 425,947.50 I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 106,486.88 TOTAL SCHEDULE A $ 532,434.38 I SEGMENT 3 - VIKING STEEL ROAD (4TH A VE. TO UNION PACIFIC R.R. & UTlUTIES TO WES7J STORM SEWER SCHEDULE B I 1 Traffic Control L.S. 1 $ 3,100.00 $ 3,100.00 2 Mobilization L.S. 1 $ 1,200.00 $ 1,200.00 I 3 Common Excavation C.Y. 5400 $ 6.00 $ 32,400.00 4 Rock Excavation C.Y. 3800 $ 15.00 $ 57,000.00 5 Bedding Material C.Y. 425 $ 10.00 $ 4,250.00 I 6 12" RCP Class V L.F. 72 $ 30.00 $ 2,160.00 7 15" RCP Class V L.F. 432 $ 32.00 $ 13,824.00 I 8 18" RCP Class III L.F. 400 $ 34.00 $ 13,600.00 9 24" RCP Class III L.F. 352 $ 42.00 $ 14,784.00 I 10 Storm Sewer Casing (Railraod Crossing) l.F. 30 $ 250.00 $ 7,500.00 11 Construct Drainage Structure Design 2' x 3' EA. 3 $ 1,100.00 $ 3,300.00 I 12 Construct Drainage Structure Design 48-4020 EA. 3 $ 1,300.00 $ 3,900.00 13 Construct Drainage Structure Design 54-4020 EA. 1 $ 1,800.00 $ 1,800.00 I 14 F & I Casting Assembly EA. 7 $ 420.00 $ 2,940.00 I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE 15 24" Flared End Section wfTrash Guard EA. 1 $ 1.250.00 $ 1 ,250,00 I SUBTOTAL SCHEDULE B $ 163,008.00 I 10% CONTINGENCIES $ 16,300.80 SUBTOTAL WI 10% CONTINGENCIES $ 179,308.80 I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 44,827.20 TOTAL SCHEDULE B $ 224,136.00 I SEGMENT 3 - VIKING STEEL ROAD (4TH A VE. TO UNION PACIFIC R.R. & UTILITIES TO WES7J SANITARY SEWER SCHEDULE C I 1 Traffic Control L.S. 1 $ 2,500.00 $ 2,500.00 2 Mobilization L.S. 1 $ 1,000.00 $ 1,000.00 I 3 Connect to Existing Santtary Sewer EA. 1 $ 500.00 $ 500.00 4 Construct Santtary Sewer Manhole EA. 7 $ 1,500.00 $ 10,500.00 I 5 Rock Excavation C,Y. 1200 $ 35.00 $ 42,000.00 6 Bedding Material C.Y. 850 $ 10.00 $ 8,500.00 I 7 Santtary Sewer Casing (Railraod Crossing) L.F. 30 $ 150.00 $ 4,500.00 8 8" PVC SDR 26 L.F. 2310 $ 26.00 $ 60,060.00 9 6" PVC SDR 26 L.F. 200 $ 18.00 $ 3,600.00 I 10 8x6Wye EA. 4 $ 175.00 $ 700.00 I SUBTOTAL SCHEDULE C $ 133,860.00 10% CONTINGENCIES $ 13,386.00 I SUBTOTAL WI 10% CONTINGENCIES $ 147,246.00 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 36,811.50 I TOTAL SCHEDULE C $ 184,057.50 I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE I ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE SEGMENT 3 - VIKING STEEL ROAD (4TH AVE. TO UNION PACIFIC R.R. & UTILITIES TO WESn I WA TERMAIN SCHEDULE D 1 Traffic Control L.S. 1 $ 3,400.00 $ 3,400.00 I 2 Mobilization L.S. 1 $ 1,400.00 $ 1,400.00 3 Connect to Existing Watermain EA. 4 $ 1,000.00 $ 4,000.00 I 4 Bedding Material C.Y. B65 $ 10.00 $ B,650.00 5 12" Water Main-Ductile Iron CI 52 L.F. 1467 $ 40.00 $ 58,680.00 6 6" Water Main-Ductile Iron CI 52 L.F. 30 $ 22.00 $ 660.00 I 7 Hydrant EA. 2 $ 1,800.00 $ 3,600.00 B 12" Gate Valve and Box Assembly EA. 2 $ 1,000.00 $ 2,000.00 I 9 6" Gate Valve and Box Assembly EA. 2 $ 600.00 $ 1,200.00 10 Watermain Fittings LBS 2645 $ 1.50 $ 3,967.50 I 11 Rock Excavation C.Y. 748.5 $ 35.00 $ 26,197.50 I SUBTOTAL SCHEDULE D $ 113,755.00 10% CONTINGENCIES $ 11,375.50 SUBTOTAL W/10% CONTINGENCIES $ 125,130.50 I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 31,282.63 TOTAL SCHEDULE D $ 156,413.13 I SEGMENT 3 - VIKING STEEL ROAD (4TH AVE. TO UNION PACIFIC R.R. & UTILITIES TO WESn I RIGHT-OF-WA Y SCHEDULE E SUBTOTAL SCHEDULE E $ 123,600.00 I 10% CONTINGENCIES $ 12,360.00 SUBTOTAL WI 10% CONTINGENCIES $ 135,960.00 I 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 33,990.00 TOTAL SCHEDULE E $ 169,950.00 I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 RECONSTRUCTION - FEASIBILITY I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE ITEM UNIT TOTAL I NO. DESCRIPTION UNITS QTY. PRICE PRICE SEGMENT 4. CA VANAUGH DRIVE & VIKING STEEL RD N. of R.R. (RECLAIM & RESURFACE) I STREET SCHEDULE A 1 Traffic Control L.S. 1 $ 900.00 $ 900.00 I 2 Mobilization L.S. 1 $ 360.00 $ 360.00 Reclaim Bttuminous Material (All Depths) $ 3 S.Y. 4495 2.00 $ 8,990.00 I 4 Class 5 Aggregate Base (100% Crushed Limestone, 4" Thick) S.Y. 4750 $ 2.25 $ 10,687.50 5 Type 31 Bttuminous Base Course Mix, 2" Thick S,Y, 4495 $ 3.25 $ 14,608.75 I 6 Type 41 Bttuminous Wear Course Mix, 1 1/2" Thick S.Y. 4495 $ 3.00 $ 13,485.00 7 Street Lighting L.S. 1 $ 9,000.00 $ 9,000.00 I SUBTOTAL SCHEDULE A $ 58,031.25 10% CONTINGENCIES $ 5,803.13 I SUBTOTAL WI 10% CONTINGENCIES $ 63,834.38 25% ENGINEERING, ADMINISTRATION AND LEGAL FEES $ 15,958.59 I TOTAL SCHEDULE A $ 79,792.97 I I I I I I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 STREET RECONSTRUCTION - FEASIBILITY I 4TH A VENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS: I SEGMENT 1 - 4TH A VENUE (NAUMKEAG ST. TO MARSCHALL RD.) I STREET SUBTOTAL STREET $ 25,136.50 I 10% CONTINGNECIES $ 2,513.65 SUBTOTAL W/10% CONTINGENCIES $ 27,650.15 I 25% ADMINISTRATION AND ENGINEERING FEES $ 6,912.54 TOTAL ESTIMATE FOR STREET $ 34,562.69 I AMOUNT OF STREET TO BE ASSESSED I 25% TOTAL ESTIMATE FOR STREET $ 8,640.67 I KUBES PROPERTY SANITARY SEWER SUBTOTAL SANITARY SEWER $ 17,879.00 I 10% CONTINGNECIES $ 1,787.90 SUBTOTAL W/10% CONTINGENCIES $ 19,666.90 I 25% ADMINISTRATION AND ENGINEERING FEES $ 4,916.73 TOTAL ESTIMATE FOR SANITARY SEWER $ 24,583.63 I AMOUNT OF SANITARY SEWER TO BE ASSESSED 100% TOTAL ESTIMATE FOR SANITARY SEWER $ 24,583.63 I SUBTOTAL SANITARY SEWER SERVICE $ 1,165.00 I 10% CONTINGNECIES $ 116.50 SUBTOTAL W/10% CONTINGENCIES $ 1,281.50 I 25% ADMINISTRATION AND ENGINEERING FEES $ 320.38 TOTAL ESTIMATE FOR SANITARY SEWER SERVICE $ 1,601.88 I AMOUNT OF SANITARY SEWER SERVICE TO BE ASSESSED 100% TOTAL ESTIMATE FOR SANITARY SEWER SERVICE $ 1,601.88 I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 STREET RECONSTRUCTION - FEASIBILITY I 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS: I I CITY SANITARY SEWER SUBTOTAL SANITARY SEWER $ 23,702.50 10% CONTINGNECIES $ 2,370.25 I SUBTOTAL W/10% CONTINGENCIES $ 26,072.75 25% ADMINISTRATION AND ENGINEERING FEES $ 6,518.19 I TOTAL ESTIMATE FOR SANITARY SEWER $ 32,590.94 I AMOUNT OF SANITARY SEWER TO BE PAID 100% BY SANITARY SEWER ENTERPRISE FUND $ 32,590.94 I GRAND TOTAL ASSESSMENTS FOR SEGMENT 1 I 4TH AVE - NAUMKEAG ST. 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'" . .0 0.- c:: CO c: $W~ .- c: s.;:: It'l .- C c: _ C ....:j ci:;1~:2: >'Ol:2: ;:w:2: cenZ UlCDZ ;: w :2:, c\3~:2: ~ OlEOlai ~ ~ ai C1l Ol , .8.c:2: 8~:2: en>Ol .c>ai Ol t:: - .c>Ol Ol U ai ~en.E~ o :J ~ '" <l: ~ .9- <l: ~ .5 ~ ~ O/l =ai rn 0. <l: ~ =s~~ c=: '- OCOo CD 0- 0 0 c'" 0 0"'0 (jj>-~ 0"'0 g.:2:~ E-.4 c ""0:C",, ::::zx Olo"" '0<0"" :20~ '0<0-'" I ~ ;: CO >.0) ctI 0'" CO .~ 0 CO c: '" CO .!:2 ~~ c'" C1l '- 0 CO ~ ..t::!:C'\I.c u",.c ~<r-.c: co",.c 0::00 co C1l",.c COoo.c ~ 0 en u.... en en (0) en u....en 0::.... en ...J?:3: 3:oou 0::.... en :2: ",en ~ ~ ~ 0 0 9 0 0 0 0 0 , en M r--:. , r--:. en It'J .... .... ~ U '" '" 0 '" Ci 0 0 0 I 0 ..... 0 0 0 0 0 c=: CO v 0 CO <0 CO r-- '" ~ '11:0 0 Ol 0 0 I'- 00 CO ~ cq> 0 0 O'l Ol .... 0 0 r.:. r.:. r.:. r.:. , r.:. r.:. ~ -I'- I'- 0..", '" '" N '" '" '" '" I I I 2003 STREET RECONSTRUCTION - FEASIBILITY 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE I AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS: SEGMENT 2 . 4TH A VENUE (MARSCHALL RD. TO SHENANDOAH DR.) I STREET SUBTOTAL STREET (LOCAL EQUIVALENT) $ 442.030.33 10% CONTINGNECIES $ 44.203.03 I SUBTOTAL W/10% CONTINGENCIES S 486,233.37 25% ADMINISTRATION AND ENGINEERING FEES $ 121.558.34 TOTAL ESTIMATE FOR STREET $ 607.791.71 I AMOUNT OF STREET TO BE ASSESSED 25% TOTAL ESTIMATE FOR STREET $ 151,947.93 I CURB & GUTTER SUBTOTAL CURB & GUTTER $ 89.750.00 I 10% CONTINGNECIES $ 6.975.00 SUBTOTAL Wll 0% CONTINGENCIES $ 76.725.00 25% ADMINISTRATION AND ENGINEERING FEES S 19.181.25 TOTAL ESTIMATE FOR CURB & GUTTER $ 95.906.25 I AMOUNT OF CURB & GUTTER TO BE ASSESSED 100% TOTAL ESTIMATE FOR CURB & GUTTER $ 95,906.25 I KC HALL PROPERTY SANITARY SEWER SUBTOTAL SANITARY SEWER $ 10.410.00 I 10% CONTINGNECIES S 1.041.00 SUBTOTAL W/l0% CONTINGENCIES $ 11.451.00 25% ADMINISTRATION AND ENGINEERING FEES S 2.862.75 TOTAL ESTIMATE FOR SANITARY SEWER $ 14.313.75 I AMOUNT OF SANITARY SEWER TO BE ASSESSED 50% TOTAL ESTIMATE FOR SANITARY SEWER $ 7,156.88 I I I I I I I 2003 RECONSTRUCTION. FEASIBILl1l' I I 2003 STREET RECONSTRUCTION - FEASIBILITY 4TH AVENUe, VIKING STeEL ROAD, CAVANAUGH DRIVE I AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS: I AMOUNT OF SANITARY SEWER TO BE PAID 50% BY SANITARY SEWER ENTERPRISE FUND $ 7,156.88 SUBTOTAL SANITARY SEWER SERVICE $ 535.00 I 10% CONTINGNECIES S 53.50 SUBTOTAL W/10% CONTINGENCIES S 588.50 25% ADMINISTRATION AND ENGINEERING FEES S 147.13 I TOTAL ESTIMATE FOR SANITARY SEWER SERVICE $ 735.63 AMOUNT OF SANITARY SEWER SERVICE TO BE ASSESSED 100% TOTAL ESTIMATE FOR. SAN IT AR.V SEWER SERVICE $ 735.63 I STORM SEWER I SUBTOTAL STORM SEWER S 136.184.00 10% CONTINGNECIES S 13.618.40 SUBTOTAL WI 10% CONTINGENCIES S 149.802.40 25% ADMINISTRATION AND ENGINEERING FEES $ 37,450.60 I TOTAL ESTIMATE FOR STORM SEWER S 187,253.00 AMOUNT OF STORM SEWER TO BE ASSESSED I 25% TOTAL ESTIMATE FOR STORM SEWER $ 46,813.25 WATERMAIN SUBTOTAL WATERMAIN S 95,439.50 I 10% CONTlNGNECIES S 9,543.95 SUBTOTAL WI 10% CONTINGENCIES S 104,983.45 25% ADMINISTRATION AND ENGINEERING FEES $ 26,245.86 TOTAL ESTIMATE FOR WATERMAIN $ 131,229.31 I AMOUNT OF WATERMAIN TO BE ASSESSED 100% TOTAL ESTIMATE FOR WATERMAIN $ 131,229.31 I RIGHT OF WA Y ACQUISITION SUBTOTAL RIGHT OF WAY $ 103.200.00 10% CONTINGNECIES $ 10,320.00 I SUBTOTAL W/l0% CONTINGENCIES $ 113,520.00 25% ADMINISTRATION AND ENGINEERING FEES S 28,380.00 TOTAL ESTIMATE FOR RIGHT OF WAY $ 141,900.00 I AMOUNT OF RIGHT OF WAY TO BE PAID 100% BY CITY FUNDS $ 141,900.00 I GRAND TOTAL ASSESSMENTS FOR SEGMENT 2 I 4TH AVE - MARSCHALL RD. TO SHENANDOAH DR. $ 433,789.24 I I 2003 RECONSTRUCTION. FEASIBIUTY I I ASSESSMENT ROLL FOR - 4TH A VENUE - MARSCHALL RD. TO SHENANDOAH DR. MARCH, 2003 I 'Assessable Front Footaoe is for Street, Curb & Gutter, Sidwalk and Storm Sewer Assessments Assessable Street Curb & Gutter Sidewalk Sanitary Sewer Storm Sewer Watermain Watermain Total PID # Owner Lellal Description Front Foot. Assessment Assessment Assessment Assessment Assessment Front Foot Assessment Assessment 27-087008-0 E 4th Professional Bldg lOT 4 BlK 2 1407 Vierling Dr E FURRIES 2ND ADDN 190.00 $ 3,990.29 $ 2,518.58 $ - $ $ 1.229.36 0.00 $ $ 7,738.23 I Ste 120 Shakopee,Mn. 55379 27-906018-0 Shakopee 62 Partnership SECT-06 TWP-115 RNG-022 E 321' OF N 333' OF W 3/4 Heartland Bank OF NW1/4 SE1/4 323,97 $ 6,803.86 $ 4,294.45 $ - $ - $ 2,096.19 0.00 $ $ 13,194.50 14125 Clayton Rd I Chesterfield, MO 63017-8355 27-036048-0 Shako pee Village Homes Assoc lot 1 Block 9 316 1/2 Shawnee Tn Patricia's 1 st Addn 136.82 $ 2,873.43 $ 1,813.65 $ - $ - $ 885.27 0.00 $ - $ 5,572..34 Shakopee,Mn. 55379 27-036049-0 Shakopee Village Homes Assoc Lot 1 Block 10 I 316112 Shawnee Tn Patricia's 1st Addn 128,25 $ 2,693.45 $ 1,700.04 $ - $ - $ 829.82 0.00 $ - $ 5,223.31 Shakooee,Mn. 55379 27-199009-0 K1ingelhulz Development Common Elements 350 Hwy 212 E CIC #1024 Prairie Bend 150.21 $ 3,154.64 $ 1,991.14 $ - $ - $ 971.90 0.00 $ $ 6,117.68 I Chaska, MN 55318 27-906028-2 William A & Renelda Hauer SECT-06 TWP-115 RNG-022 E5/8 N1/2 SE1/4 14264 AV E COM 1310.46' W OF NE COR, E 149.44', 155.22 $ 3,259.86 $ 2,057.55 $ - $ - $ 1,004.32 0.00 $ $ 6,321.73 Shakooee,Mn, 55379 SE 210.35',SE 294.16',SW 416.54N 400' TO POB 27 -906052-0 JLD Investments LLC SECT-06 TWP-115 RNG-022 16,9A IN SE1/4 I 6285170 ST E NE1/4 S OF RR 876.65 $ 18,410.99 $ 11,620.62 $ - $ 5,672.19 0.00 $ 5,302.88 $ 41,006.68 Prior lake, MN 55372 27-906054-0 The Kelley Family L TO Partnership SECT-06 TWP-115 RNG-022 PIO SE1/4 930 Pleasant ave s NE1/4 lYING S OF RR & E OF LINE COM 450.9' 338.93 $ 7,118.05 $ 4,492.76 $ - $ - $ 2,192.98 0.00 $ 1,060.58 $ 14,864.36 Bloominoton, MN 55420 W OF ELINE, SE 328',S TO S LINE EX .25A I 27-905021-0 United Land LlC SECT-05 TWP-115 RNG-022 PIO N1/2 S OF 3500 80 ST W RR (EX 1.2A) (EXE1/2 NE1/4) & (EX W 1234.91' 2524.51 $ 53,018.56 $ 33,464.17 $ - $ - $ 16,334.35 2524.51 $ 76,498.14 $ 179,315.22 Bloominoton. MN 55420 OF NW1/4 EX S 639.08') 27-905018-0 Shako pee Council 1685 Home SECT-05 TWP-115 RNG-022 N 499.7' 17604 Ave E OF NW1/4 SW1/4 ES 975' 329.60 $ 6,922.10 $ 4,369.08 $ - $ 7,892.50 $ 2,132.61 359.60 $ 10,896.66 $ 32,212.96 I Shakooee,Mn. 55379 27-905020-0 Shako pee Cemetery Assoc SECT-05 TWP-115 RNG-022 7.70 IN 1191/21 Ave E NW1/4 SW1/4 0.00 $ - $ $ - $ - $ - 0.00 $ - $ - Shakooee,Mn. 55379 27-214081-0 Pinewood Estate Homeowners Asn Lot O-L Block B I 606 Barrington DR CIC #1038 Pinewood Estates 256.63 $ 5,389.62 $ 3,401.81 $ - $ - $ 1,660.47 256,63 $ 7,776.45 $ 18,228.36 Shakooee,Mn. 55379 27-214080-0 Pinewood Estate Homeowners Asn lot L Block A 606 Barrington DR CIC #1038 Pinewood Estates 340.00 $ 7,140.52 $ 4,506.94 $ - $ - $ 2,199.90 340.00 $ 10,302.74 $ 24,150.10 Shakooee, Mn. 55379 I 27-117001-0 Charles W Fuller Lot 1 Block 1 24004 Ave E Prahmcoll 1 st Addition 639.95 $ 13,439.93 $ 8,482.99 $ - $ - S 4,140.67 639.95 S 19,391.87 $ 45,455.47 Shakooee,Mn. 55379 27-206040-0 Marlys L Flanigan Unit 40 27206 I 1502 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 $ - $ $ 143.77 0.00 $ $ 904.93 Shakooee,MN 55379 27-206037-0 Melvin A &Dorothy B Malz Unit 37 27206 1504 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 $ - $ $ 143.77 0.00 $ - $ 904.93 Shakooee,MN 55379 I 27-206038-0 David W & Marion N Morison Unit 38 27206 1506 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 $ - $ $ 143.77 0.00 $ $ 904.93 Shakooee,MN 55379 I I I I I 2003 RECONSTRUCTION - FEASIBILITY I I 27-206039-0 David H & Linda J Indrehus Unit 39 27206 1508 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 S S $ 143.77 0.00 $ $ 904.93 Shakooee,MN 55379 27-206036-0 Mary J Lilly Unit 36 27206 I 1510 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 S $ - S 143.n 0.00 $ $ 904.93 Shakooee,MN 55379 27-206033-0 Kristin & William Henak Unit 33 27206 1512 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 $ - $ - $ 143.77 0.00 $ $ 904.93 I Shakooee,MN 55379 27-206034-0 Leonard & Paula Frohnauer Unit 34 27206 1514 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 $ - $ $ 143.n 0.00 $ - $ 904.93 Shakooee,MN 55379 27-206035-0 Howard Cichy Unit 35 27206 I 1516 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 $ $ - $ 143.77 0.00 $ $ 904.93 Shakooee,MN 55379 27-206029-0 Jo E & Raymond D Crooks Unit 29 27206 1518 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 $ - $ $ 143.77 0.00 $ $ 904.93 Shakooee,MN 55379 I 27-206032-0 Elouise M Solum Unit 32 27206 1520 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 $ $ $ 143.77 0.00 $ $ 904.93 Shakooee,MN 55379 27-206028-0 Elllen A Garlock Unit 28 27206 1524 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 $ $ $ 143.77 0.00 $ $ 904.93 I Shakooee,MN 55379 27-206023-0 Margaret M Jansen Unit 23 27206 1526 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 $ $ $ 143.77 0.00 $ $ 904.93 Shakooee,MN 55379 27-206024-0 David L & Marilyn J Perkins Unit 24 27206 I 1528 4th Ave E Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.64 $ 294.53 $ - $ $ 143.77 0.00 $ $ 904.93 Shakooee,MN 55379 27-206005-0 Canterbury pointe Condo Assn Unit 5 27206 Gassen Company 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 I 7275 Bush Lake Rd Plat-27206 CIC 1030 Canterbury Pointe Edina, MN 55439 27-206006-0 Bernice J Brasket Unit 6 27206 402 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.n 0.00 $ $ 904.97 Shakooee,MN 55379 I 27-206007-0 Joseph & Virginia Semrad Unit 7 27206 404 Sarazin 5t Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206008-0 Margery A Mortland Unit 827206 I 406 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ - $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206017-0 James L & Janet L Drabek Unit 17 27206 408 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.n 0.00 $ $ 904.97 Shakooee,MN 55379 I 27-206018-0 Myrna L Thompson Unit 18 27206 410 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206013-0 Blythe Grunke Unit 13 27206 412 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ - $ $ 143.77 0.00 $ $ 904.97 I Shakooee,MN 55379 27-206014-0 Louise R Braun Unit 14 27206 414 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206015-0 Joseph F & Gretchen A Helkamp Unit 15 27206 I 416 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 S $ 904.97 Shakooee,MN 55379 27-206016-0 Laura L & Viggo Sorensen Unit 16 27206 418 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 S 466.65 $ 294.54 S S $ 143.77 0.00 S $ 904.97 Shakooee,MN 55379 I I I I I 2003 RECONSTRUCTION - FEASIBILITY I I 27-206019-0 Edward D Elgethun Unit 19 27206 420 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206020-0 Harley H & Donna R Gunderson Unit 20 27206 I 422 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206021-0 Anna S Moldestad Unit 21 272206 424 Sarazin St. Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ - $ 143.77 0.00 $ $ 904.97 I Shakooee,MN 55379 27-206022-0 Allan & Darlene Grow Unit 22 27206 426 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206025-0 Gilbert W & Stella T Oelfke Unit 25 27206 I 428 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206026-0 Kethleen R Anderson Unit 26 27206 430 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 I 27-206031-0 Gregory W Dummer Unit 31 27206 432 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206030-0 James P & Marlene M Gabrelcik Unit 30 27206 434 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ - $ $ 143.77 0.00 $ $ 904.97 I Shakooee,MN 55379 27-206011-0 Betty M Moldenhauer Unit 11 27206 436 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206012-0 Kenneth W & Carol A Frey Unit 12 27206 I 438 Sarazin St. Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206009-0 Clement F & Teresa E Gerold Unit 9 27206 440 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 I Shakooee,MN 55379 27-206010-0 Joyce E Stein Unit 10 27206 442 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 27-206002-0 Joyce M Peterson Unit 2 27206 I 444 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ - $ 904.97 Shakooee,MN 55379 27 -206003-0 Lucille J Leaveck Unit 3 27206 446 Sarazin St Plat-27206 CIC 1030 Canterbury Pointe 22.22 $ 466.65 $ 294.54 $ $ $ 143.77 0.00 $ $ 904.97 Shakooee,MN 55379 I 27-206004-0 Kathleen H Hoffman 448 Sarazin St Plat-27206 CIC 1030 Canterbury Poinle 22.22 $ 466.65 $ 294.54 $ $ - $ 143.77 0.00 $ $ 904.97 Shakooee.MN 55379 Totals ---> 7,235.09 $ 151,947.93 $ 95,906.25 $ - $ 7,892.50 $ 46,813.25 4,120.69 $ 131,229.31 $ 433,789.24 I Total Street Assessment = $ 151,947.93 Total Storm Sewer Assessment = $ 46,813.25 Street Assessment Per Front Foot = $ 21.00 Storm Sewer Assessment Per Front Foot= $ 6.47 I Total Curb & Gutter Assessment = $ 95,906.25 Total Watermain Assessment = $ 131,229.31 Curb & Gutter Assessment Per Front Foot = $ 13.26 Total Watermain Hydrant Assessment (Required by Zoning) = $ 6,363.46 Total Watermain Assessment minus Hydrant Assessment = $ 124,865.86 Total Sidewalk Assessment = $ - Total Watermain Assessment Per Front Foot = $ 30.30 Sidewalk Assessment Per Front Foot = $ - I Total Sanitary Sewer Assessment = $ 7,156.88 Sanitary Sewer Service Assessment = $ 735.63 Total Assessment = $ 433,789.24 I I I I I 2003 RECONSTRUCTION - FEASIBILITY I I 2003 STREET RECONSTRUCTION - FEASIBILITY 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE I AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS: I SEGMENT 3. VIKING STEEL ROAD (4TH A VE. TO UNION PACIFIC R.R. & UTILITIES TO WES7J STREET I SUBTOTAL STREET (LOCAL EQUIVALENT) $ 153,511,00 10% CONTINGNECIES $ 15,351,10 SUBTOTAL W/10% CONTINGENCIES $ 168,862,10 25% ADMINISTRATION AND ENGINEERING FEES $ 42,215.53 I TOTAL ESTIMATE FOR STREET $ 211,077.63 AMOUNT OF STREET TO BE ASSESSED I 100% TOTAL ESTIMATE FOR STREET $ 211,077.63 I SANITARY SEWER SUBTOTAL SANITARY SEWER $ 133,860.00 10% CONTINGNECIES $ 13,386.00 I SUBTOTAL W/10% CONTINGENCIES $ 147,246.00 25% ADMINISTRATION AND ENGINEERING FEES $ 36,811.50 TOTAL ESTIMATE FOR SANITARY SEWER $ 184,057.50 I AMOUNT OF SANITARY SEWER TO BE ASSESSED 100% TOTAL ESTIMATE FOR SANITARY SEWER $ 184,057.50 I I I I I I I I I 2003 RECONSTRUCTION. FEASIBILlTV I I 2003 STREET RECONSTRUCTION - FEASIBILITY 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE I AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS: I SEGMENT 3 - VIKING STEEL ROAD (4TH AVE. TO UNION PACIFIC R.R. & UTILITIES TO WES1J STORM SEWER I SUBTOTAL STORM SEWER $ 66,108.00 10% CONTINGNECIES $ 6,610.80 SUBTOTAL W/10% CONTINGENCIES $ 72,718.80 25% ADMINISTRATION AND ENGINEERING FEES $ 16,179.70 I TOTAL ESTIMATE FOR STORM SEWER $ 90.898.50 AMOUNT OF STORM SEWER TO BE ASSESSED I 100% TOTAL ESTIMATE FOR STORM SEWER $ 90,898.50 SUBTOTAL STORM SEWER (POND CONSTRUCTION) $ 96,900.00 I 10% CONTINGNECIES $ 9,690.00 SUBTOTAL W/10% CONTINGENCIES $ 106,590.00 25% ADMINISTRATION AND ENGINEERING FEES $ 26,647.50 I TOTAL ESTIMATE FOR STORM SEWER (POND CONSTRUCTION) $ 133,237.50 AMOUNT OF STORM SEWER (POND CONSTRUCTION) TO BE PAID I 100% BY STORM SEWER ENTERPRISE FUND $ 133,237.50 WATERMAIN SUBTOTAL WATERMAIN $ 113.755.00 I 10% CONTINGNECIES $ 11,375.50 SUBTOTAL W/10% CONTINGENCIES $ 125,130.50 25% ADMINISTRATION AND ENGINEERING FEES $ 31,282.63 I TOTAL ESTIMATE FOR WATERMAIN $ 156,413.13 AMOUNT OF WATERMAIN TO BE ASSESSED I 100% TOTAL ESTIMATE FOR WATERMAIN $ 156,413.13 RIGHT OF WAY ACQUISITION SUBTOTAL RIGHT OF WAY $ 123.600.00 I 10% CONTINGNECIES $ 12,360.00 SUBTOTAL W/10% CONTINGENCIES $ 135,960.00 25% ADMINISTRATION AND ENGINEERING FEES $ 33.990.00 I TOTAL ESTIMATE FOR RIGHT OF WAY $ 169,950.00 AMOUNT OF RIGHT-OF-WAY TO BE ASSESSED I 100% TOTAL ESTIMATE FOR RIGHT-OF-WAY $ 169,950.00 GRAND TOTAL ASSESSMENTS FOR SEGMENT 3 I VIKING STEEL RD (4TH AVE. TO UNION PAC. R.R. & UTILITIES TO W.) $ 812,396.75 I I 200'3 RECONSTRUCTION - FEASIBILITY I I ~ ill iIl;:?:e c ~ 1: Jl .,; _ ~ ..: ";" I l!l ~~ N M ~ ~m m <C 1M M M M M M NOM IX) M .... CO It) " N .Si ~ ~ r--: u:) M 'C CO M ~ ~ - E~ ~ d ~ v ~ i= ..... ..... N ~ I ~a ~ ~ ~ ~ ~ ~ g g g g g g g C"" Ili 0 0 M N ..... . ._ 0 "It J"-. II) to "Il"" ~~ M ~..... ~ ~ E ~ .. I H en "' 0) 0 ~_ ~ N ~ N ~ !~ a ~ ~ m i I ~5 ~ ri ~ ~ g ;~ ~ ~ ~ ~ ~ ~ ;c ~ ~ ~ ~ ~ :~ ~ ~ a ~ $ I ji r::: f;f ~ = ~~ ~ ~ w ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~; l'l '" '" '" '" ~ :;: ~e J!U .~ ct en I ~~c: ~ ~ ~ ~ M ~ .... ~ N r- (") f'oo. 0 = d ~ . 0 ~ > ~ 0 ~ ~ m ~ ~ 'tJ tIl .... ..... CO) :J c.. - ~< ~ ~; ~ ~; ~ I en~ .;, ~ Q ~ 0 o 0 ~ 0 ~ ~ ~ ~ 0: ~ ~ ~ ~ ~ ~ ; ~~ ~~ ~; ~~ ~ ~ ~ N Q W 0 ~ 0 ~M ~~ ~~ MM ~ 0 I co ~ 8 ~ M N~ ~~ ~~ ~~ ~ u ~g ..... ~ ~- i~ g ~ ~ ~ en LL M.... ..... .. M ='E ~ g J~ ~ N I ....... ...... ..,....,....... .,. I) II II ~ II ~!!. ~.!!. 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CO._O.t=t:;N OJ::M.2-lN"C CIO.2 ctC ~ ~ Oa.,...,w.-...ClJc{va:n-mCO...,lOO'::lM!II ~"(lJ I ~.,; q q q q q q ~ ~..... ~:g ~ ~ ~ N Z ~ U 0 000 0 0 ~:;S -:g ~ g g ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ I I I 2003 STREET RECONSTRUCTION - FEASIBILITY 4TH AVENUE, VIKING STEEL ROAD, CAVANAUGH DRIVE I AMOUNTS TO BE USED FOR ASSESSING PROPERTY OWNERS: I SEGMENT 4 - CA VANAUGH DRIVE & VIKING STEEL RD N. of R.R. STREET .1 SUBTOTAL STREET $ 58,031.25 10% CONTINGNECIES $ 5,803.13 SUBTOTAL WI 10% CONTINGENCIES $ 63,834.38 I 25% ADMINISTRATION AND ENGINEERING FEES $ 15,958.59 TOTAL ESTIMATE FOR STREET $ 79,792.97 I AMOUNT OF STREET TO BE ASSESSED 25% TOTAL ESTIMATE FOR STREET $ 19,948.24 I GRAND TOTAL ASSESSMENTS FOR SEGMENT 4 CAVANAUGH DRIVE & VIKING STEEL RD $ 19,948.24 I I I I I I I I I I I 2003 RECONSTRUCTION - FEASIBILITY I I N N "<t ~ ..... ..; ..; N C I'- I'- to Q) 0'> 0'> "<t - E ai ai O')~ III tIl I ..... tIl 0') o Q) ..... i- tIl tIl <t <I) <I) ~ I N N "<t "<tN ~ ..-- ..... ..... ..; N N..... 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BRUC( :~:c::;~ 17590 CH(octD Err: ~ 9f(tf J Cf' J I RIGHT OF WA Y MAP OF FOllRTH A VENUE I :'-':I',':I';~,,:w~~ SHAKOPEE, MINNESOTA AS TRAVELED EXISTING VIKING STEEL I /1/ ~. DRIVE (EDGE OF ROAD) .4~l .. :?"~7-DJl-04IQ .~'; 27-0JIl-0411O .i,l ::~Jsoc,~ INC. POINT WHERE CENTERLINE AS TRAVELED " .{;. ~OPEJsoc,~ INC. !", AND SECTION LINE INTERSECT I }f' i' P 9 .', E LINE OF THE NE .4' .. .{f arcel I,.~' ~ Parcel 8 1/4 OF SEC 6 T 115 ." _ ".. ,:~. I!: R 22 k~ ~.. .ii' ... 27-906-D52D ~ 0 [ill]] ~ .A.D INVESTMENTS ~ ~ ~ . ~ I ,Af ~ iJi Parcel 7 . ~ ~ - - - - - - - - _._..- - --- ---.-..- _._.. I I #! I ~ ' I ,./7 ~ ,i'.. \ -52 UTILITY AND DRAINAGE EASEIIENT .;' 0 ...$.S' ti ..:~..... ';; '" 27-906-0180 .... eo '..It,.. I I .:'1; <::I SHAKOPEE 62 PARTNERSHIP III ....:,;.:. /~"I I.. I .. I ~i as ~:: w 6~~.. .,. '" en I P ........ I .~:' ~ ;.~ 6 areel 2 ..... h. .;:' <,' 5 .,~ . I f ,{f a '~'-:;.::.,.. ~ Parcel 1 .~!' '" 2J06-0282 ".':',. I I l'i .,:. W14.1A11 A. HAUER AND RENELDA A. HAUER '." I I i .,'^ : ,...:.... W LINE OF THE SE 1/4 . ....:::.:. OF SEC 6 T 115 R 22 '.' IE LINE or THE SE 1/4 OF SEC 6 T 115 R 22 PROPOSED STREET RIGHT-Of-WAY ACOUlSlnON ~ PROPOSED 10' TRAIL. UTILITY AND DRAINAGE EASEMENT I ~ EXISTING JJ' STREET RIGHT-Of'-WAY (EACH SIDE Of' TRAVE:LED CENTERLINE OR PLATTED RIGHT-Of'-WAY) E LINE or THE NW 1/4 '"'''' ".. " N I N LINE OF THE NW 1/4 ~ Of' THE SE 1/4 or SEe 6 0 \ T 115 R 22 ~ I 27-605-021D g UNITED LAND LLC ~ I Parcel 5 ~ I I --- :;; I :', ~ I j l!;! I .. .$$' gs I :;; 27-905-0200 l:l I.:: r I ~ \ SHAKOPEE CEMETERY ASSOCIATION eo ....~:' ~ I I ':t 27-905-0180 : '~. ~ \ SHAKOPEE COUNCIL , 1685 u J,. ~ I ~ I HOllE ASSOCIATION. INe. OF KNIGHTS Parcel 4 ~ .~:' ~ I ~.~ OF COLUMBUS ill .... III I . . I fi\ I Porcel 3 .f Y I I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED .l j I BY ME OR UNDER MY DIRECT SUPERVISION AND THA T ~ THE LAWS OF THE STAT\:J:OF INNESOTA ~ ,.. '''' "" I ~'\{ E LINE OF THE SW 1/4 ~ OF SEC 5 T 115 R 22 . ( 110'111' ) 1 Inch . IlilO tL STEVEN V. ISCHE W LINE OF' THE SW 1/4 DATE. 3/11/03 REG.NO. 22703 ~B "~=1~ I OF' SEC 5 T 115 R 22 ~ .-.- SHEET 1 OF 2 SHEETS ",=~~..:ari:'::;:t;";'~~"i I I I I I ~! ~ I ~ H ~,,'l"" ~ ~, ,,-, " ''In I I 5 .- ' " 8 ." .". " · , I < "-" <' ~ ~ !d ",,: "-,, ~ ~ -' I . ., ", _ u, " · ..,.. , " "" ",' . ~ 1!. . ..... ~ . ,~ " 'I I i\::: ~ '" ~ ~~ ~ ,,'" ~ ~ - - ~Ij , ~ . '" ' . ..' , ' "ll: I ,.... 0 - · ' ~. ,:" ,. -,' ...... z Z - .'~ · "< l'.'S ,-, '" .." . .. ," l:--l ,.. 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I l> .'- ,-' 'I"'.'.,', r> ::,"S! ;-.........', \ ~~~% I> :::~ ><:< g .~~~~~~:~ _ ~ ,,~i~ ~ ~:\~~:~ ~ k :'-.': :>: _ Ri ,~:~~>I ';1"'<'>1,;.>.<:1 I I ~ WSB WSB & Associates, Inc. 4150 Olsoll Memorial Highway, #300 I Mbmeapolis, MN 55422 (763) 541-4800 & Associates. Inc. (763) 541-1700 (fax) I Memorandum I To: Bruce Loney, P.E. Public Works Director City of Shakopee I From: Chuck Rickart, P.E., P.T.O.E. Transportation Engineer I Date: March 13, 2003 I Re: Viking Steel Road Feasibility Report - Traffic WSB Project No. 1281-20 I As you requested, we have reviewed the future traffic projections for Viking Steel Road between I CSAH 101 and 4th Avenue in conjunction with the proposed street improvements. The current City Transportation Plan indicates that the 2020 traffic volume would be 700 vehicles per day (vpd) on this segment of Viking Steel Road. The Transportation Plan also indicated that the I 1996 traffic volume was also 700 vpd. After a short investigation, it was found that there was a typo on the map and that the 2020 traffic volume should have been 1,700 vpd. I The original modeling was conducted in 1998. Since that time, there have been several land-use changes and/or potential land-use changes in this area. With those anticipated land uses, a new scenario was developed with an increase in traffic generation for this area. Based on that I additional traffic generation, the following revised traffic volumes will be anticipated in the year 2020. r__'___~'_~'___MM'M""_H_'__'_'M'_"__'''''''N'K'<____'_'''__--....-....-.-.--.-.............---.---...........-....--..-.-.--......-.............--.......--.-........1 I I Traffic Projections for 2020 I f-.-..-.....---...--...........---...-..-..-.-........-............--...-....-.....-..-..-...-....--....,.........-..-..-....-..-..............................-j i Viking Steel Road I 2,800 vpd i I [~~~i~~~~~~I~:l!~ttr:.~:~f1L~llfi]~~:~~:~:~~::::~~=..J The distribution of this traffic between CSAH 101 and 4th Avenue was also reviewed. It was I found that ofthe 2,800 vpd, 1,100 vpd was destined for CSAH 101 and 1,700 vpd was destined for 4th Avenue. I Based on these projected traffic volumes, a 36th foot, two-lane street with no parking on Viking Steel Road would be adequate. Fourth Avenue traffic could be accommodated with a 42 or 44 foot, three-lane street section with nO parking. I I C:\Docurnents and Settings\BLoney\Local Settings\Ternporary Internet Files\OLK4D3\031303 bl.doc I Bruce Loney, P.E. I Public Works Director March 13, 2003 Page 2 of2 I Viking Steel Road is currently designated as a collector street in the City's Transportation Plan. I With the connection from CSAH 101 to CSAH 16 (via Sarazin Street), I would recommend that this designation be maintained. I If you have any questions or need any additional information on these findings, please feel free to contact me at (763) 287-7183. sm I I I I I I I I I I I I I I C:\Documents and Settings\BLoneylLocal SettingslTemporary Internet FileslOLK4D31031303 bl.doc I I SHAKO PEE PUBLIC UTILITIES I MEMORANDUM I TO: Bruce Loney, Public Works Director FROM: Joseph D. Adams, Planning & Engineering Manager I SUBJECT: CITY PROJECT 4TH AVE, SARAZIN ST AND CAVANAUGH DR I DATE: March 13, 2003 Here is what I have so far, let me lmow what you think and how you would like this info I structured. I can come up with some exhibits if you like early next week. After reviewing our facilities in the project area, I have come to the following I conclusions: 1. The estimated cost to relocate all of the overhead electric lines, poles and I attachments is approximately $75,000. This cost could be lower depending on a number of factors. 2. For instance, ifthe city storm water pond to be located between Cavanaugh Drive I and the power line located north of the railroad can be configured such that there is between 12 and 15 feet of relatively flat ground north of the power poles, we will still be able to access those poles without entering the railroad right of way I and will not have to move them. This would reduce the cost by approximately $10,000. 3. Along Sarazin Street (aka Viking Steel Road), it appears the poles will line up in I between the new curb and sidewalk approximately two feet off the sidewalk. If so, then these poles will not have to be moved (assuming the road design speed will allow the poles to be less than 10 feet behind the curb). This would reduce I the cost by approximately $10,000. 4. Along 4th Avenue, it appears the poles will line up on the street side ofthe bituminous trail approximately one to two feet into the trail. These poles will I have to be relocated. They could be slid over so that they end up between the curb and the trail approximately two feet off of the trail. This assumes the design I speed of 4th Avenue will allow the poles to be less than 10 feet behind the curb. Note: The issue of the road design speed and clear zone areas also came up on the I reconstruction ofCSAH 16 in 1996, where the design speed dictated fixed objects such as power poles be outside of a designated clear zone, which was I believe a minimum of 10 feet behind a 4-inch high curb. I To summarize, the cost to relocate the facilities and keep them overhead will cost between $55,00 and $75,000. I I I I I I also looked at the cost to underground all ofthe facilities in the project area. 1. The total cost to place electric facilities underground would be approximately I $250,000. To place the cable underground and install the necessary pad mount equipment, we would require a minimum of a 10 foot utilities easement adjacent to the right of way on 4th Avenue and Sarazin Street. I Note: This would not include the cost to convert the existing overhead services, which would be the individual customer's responsibility. These costs can vary widely I depending on the type of service and I have not estimated them as of yet. The customers affected by this would be the single family house on the south side of 4th Avenue next to Roundhouse Street, the tap to Northland Forest Products off 4th Avenue, the tap to the KC I Hall on 4th Avenue, the tap to Kelly Fuels south of Cavanaugh drive and possibly the tap to Rubber Industries and Northland Forest Products off of Cavanaugh Drive. I Finally, I looked at installing street lighting in the project area to meet the current adopted City/SPUC Street Lighting Policy. A decision needs to be made on the type of light pole I to install on 4th Avenue because it has different zoning on either side ofthe street, residential (40 foot wood poles) on the south and industrial (34 foot fiberglass poles) on the north. Since Sarazin Street and Cavanaugh Drive are totally within the industrial I zone, I have only looked at the standard pole type (34 foot fiberglass) per policy for those areas. I 1. If street lights were added to the existing or relocated power poles, the spacing would not be in exact compliance with the policy. It would cost approximately $500 per light to install on a power pole. Installing freestanding wood light poles I would cost approximately $1,000 per light. Assuming we would install street lights on alternating sides ofthe street throughout the project (half on power poles and half on freestanding poles), the cost ofthis alternative for 4th Avenue would I be approximately $11,500. 2. If the power poles along 4th Avenue are to be removed and the power lines placed underground, then installing street lights similar to those in other areas of the I industrial park on alternating sides of the street would cost approximately $3,000 each, for a total of $45,000. I 3. Along Sarazin Street, assuming the power poles would stay where they are, we could install the street lights all on the opposite (east) side of the street at a cost of approximately $3,000 each for a total of$12,000. I 4. Along Cavanaugh Street we would be able to install the street lights on alternating sides, assuming the power poles stay by the railroad tracks on the south side of the storm water pond. These street lights would cost approximately $3,000 each for a I total of $9,000. To summarize, street lighting improvements throughout the project area will cost I between $32,500 and $67,000 depending on the style of light preferred. I 12/19/2002 13:47 FAX 4521~26 ll'l;:'J.Al'lJ. J.t..;).I. .I.l""/.I1J...J....l.C!J ~VV.,l. I I ALLIED TEST D~ILLlNG COMPANY I 4000 Beau D'Rue Dri\fe · Eagan, Minnesota 55122 Telephone: 651452-6913 . Fax: 651 452-1826 Geoteohnioal Services . Commercial, Residential and Municipal I , .L_.,,, December 19,2002 ..- I '! 7671 Dale # 01 ~ S- Mr. Ray Ruska Post-it" Fax Note pages . City of Sakopee To From I 129 South Holmes Street CoJDepl Co. Shakopee, Minnesota55379 Phone # Phone # I Subj: Geotechnical Investigation Fax /I Viking Steel Road , ;. Shakopee, Minnesota i ; I Allied Project No. 02110 i I , Dear Mr. Ruska, I I I Allied Test Drilling Company has completed subsurface exploration work for Viking Steel Road I between 4th Avenue East and the railroad tracks to the north and along the access road to I I Rubber Industries to the north of the same tracks in Shakopee, Minnesota. On December 17, I 2002, we drilled four (4) borings with our truck-mounted CME-55 drilling rig at sites you selected i as- drilHng took place. We used the Flight Auger (FA) method described in ASTM D: 1452-80. I Boring identifiers and other characteristics are listed in the following table. The City of Shakopee ! has available location maps and elevations for these borings. I i i I I Boring Depth Water Cave-in : i 10 Depth Depth I B-1 7 Dry 5.2 : I 8-2 3.5 Dry 2.2 i I 8-3 4 Dry 2.2 i B-4 9 ON 6.2 ! I : As the samples were obtained in the field, they were visually and manually classified. : Representative portions of the samples were then sealed in soil jars and returned to the laboratory I I for further examination and verification of the field classification. Soils found at the locations of the , test borings are presented below in the following tables. In addition to the uses classification, ! recovered samples, which would comprise the subgrade, were also visually classified according I I to AASHTO M145, Classification of Soils for Highway Construction purposes. Soil descriptions are I . I presented in the next table. i I I Once the identifiable topsoil and other organic soils such as found at the locations of borings 8-3 I and 8-4 has been stripped, the immediate subgrade materials at the locations of the borings i would be classified as an AASHTO A-2-4 (silty sand) to an AASHTO A-3 (poorly graded sand) i I material. Silty clay or sandy clay such as found at the location of boring B-1 would be classified I as AASHTO A-6 materials The corresponding R-values for AASHTO A-3. A-2-4, and A-6 materials : I I I I i I 12/19/2002 13:47 FAX 4521~2ij ll~"l^l~l .LL.:I.L.Ll"'" t:...........L....... "'C:I ....-- I " I Geotechnical Investigation Page 2 Viking Steel Road Shakopee. Minnesota Allied project No. 02047 I December 19,2002 are R-70, R-30 (to R-70) , and R-12, respectively. I Boring Depth Range (in Soils 10 feet) I 0-0.5 Gravel road base 0.5 - 3 SILTY SAND with a trace to a little clay and a trace of gravel; brown; dry (SP - SM) , I B-1 3 - 4.5 SILlY CLAY with sand; dark brown; slightly moist (CL) 4.5 - 5.5 CLAYEY SAND with a little gravel: brown; moist (5C) 5.5-7 SANDY CLAY with a trace to a little gravel; brown; moist (CL) I 7 End of boring by refusal on bedrock 0-0.25 Gravel road base I B-2 0.25 - 3.5 SILTY SAND to POORLY GRADED SAND with a trace to a little gravel and a Itrace of clay; brown, becoming reddish brown at 3.5'; slightly moist (SP-SM) 3.5 End of boring by refusal on bedrock 0-0.2 Gravel road base I B-3 0.2- 2 PEAT, non-fibrous; black; moist (PT: OL) 2-4 SILlY SAND with a trace of gravel and clay; reddish brown; slightly moist (SM) I 4 End of boring by refusal on bedrock 0-0.2 A5PHAl T 0.2 - .75 Gravel road base I 6-4 ,75 - 2.5 PEAT, non-fibrous; black; moist (PT: OL) 2.5 - 9 SIL TV SAND to POORLY GRADED SAND, fine, with a little gravel to gravel and possible cobbles below 5'; reddish brown; slightly moist (SP-SM) I 9 Fnd of borina bv - on bedrock Given the available subgrade at the site and to enable the design of a unified pavement cross- I section for this' project, we recommend that this pavement section be designed on the basis of an AASHTO A-2-4 subgrade material. Based on visual classification and experience with similar soils, and R-value of 30 (California Bearing Ratio of 5.2) would be suitable for a subgrade constructed of the AASHTO A-2-4 material. I We recommend complete removal of the ,organic soils beneath the pavement areas. Following I removal of the unsuitable soils, we recommend that the base of the excavated area be compacted to at least 100% of the ASTM D 698 maximum dry density in the upper 1 foot. Any compacted fill that is required should be placed and compacted in accordance with the recommendations in the following paragraph. This fill may be placed to raise the subgrade surface to the design grade. I Fill should be placed and compacted in a manner that will allow complete compaction of the fill layer to a minimum of 100% of the Standard Proctor Maximum Dry Density according to ASTM I D: 698 in the upper 3 feet and 95% below the upper 3 feet and generally placed in maximum horizontal lifts of 8 inches loose thickness. A minimum of one representative field density test should be performed for every two vertical feet of fill placed at a time in a given work. area. Density I tests in mass fill areas should be performed at a rate judged sufficient to represent the fill sequence as a whole. A smooth -drum" type vibratory roller would be suitable for compaction of the on-site sand soils or any imported granular material. A vibratory upadfoof' or "sheepsfoot" type I 1112/1'/2002 13:41 FAX 4521826 lN~TANT Tr;:::;Tll'H;i/.l\LLU:.1J ~vv... I Geotechnical Investigation Page 3 Viking Steel Road Shako pee, Minnesota Allied Project No. 02047 I December 19. 2002 roller would be preferred for compaction of the on site clay soils. I The Minnesota Department of Transportation (MnDOT) Road Design Manual indicates that the minimum Granular Equivalent (G.E.) for light traffic (Sigma N-18 < 72,000), for a 7-ton design in I . areas where the AASHTO A-2-4 materials (R-vafue of 30) are present in the upper 3 feet of subgrade would be 10 inches; for light traffic (Sigma N-18 < 96,000), for a 9-ton design it would be 11 inches. The three layers consist of a plant-mixed bituminous surface course (MnDOT 2341 I or 1361), a plant-mixed bituminous base (MnDOT 2331), a Class 5 aggregate base (MnDOT 3138). The pavement sections given in the following table are for AASHTO A-3, A-2-4. and A-6 materials. As indicated above, the one for AASHTO A-2-4 materials would provide the required G.E. for the specified design conditions. We would recommend that 2 inches of Class 5 aggregate I be added to the minimum requirements for AASHTO A:-'.3 and A-2-4 material:) in the table below to ensure that the requirements are met everywhere on the site. I Pavement Design [thicknesses in inches] 7 - ton 9 - ton '1 Layer R-70 R-30 R-12 R-70 R-30 R-12 (A-3) (A-2-4) (A-6) (A-3) (A-2-4) (A-6) I Gravel Equivalent 10 10 11.5 10 11 16.5 Surface Course 1.5 1.5 1.5 1.5 1.5 1.5 I Bituminous Base 1.5 1.5 1.5 1.5 1.5 1.5 Aaareaate Base 4 4 5.5 4 5 10.5 I In using the R-value method for pavement design, it is essential that the subgrade be constructed I of uniform soil across the roadway section and that the material be compacted at a moisture content and to a density in accordance with MN/DOT spec. 2105 and be capable of passing test rolling, in accordance with MN/DOT Spec. 2111. The completed subgrade should be observed and I judged suitable by an experienced individual prior to the placement of the aggregate base or paving. The inspection of the subgrade should include observation of a proof rolling operation over all pavement subgrade areas. The proof rolling should preferably be performed with a loaded dump truck so that the relatively high loads are concentrated at the relatively small tires. The proof I rolling should be performed to detect any soft subgrade areas, prior to the placement of paving materials. Areas of rutting or pumping should be undercut to stable material and backfilled with suitable, compacted fill. Compaction of the upper 3 feet of any embankment material, used to I construct the subgrade, to a minimum of 100% of the Standard Proctor Maximum Dry Density within appropriate moisture limits (65 to 102% of optimum) should provide the necessary stability required for proof rolling, over the majority of the site. I Observation and testing work should be planned as an integral part of the construction work. During preparation for flexible pavements, construction inspection and testing work performed by I experienced geotechnical and materials testing personnel will be important for verification and documentation of proper construction procedures and achievement of minimum required standards. We recommend that a qualified firm be retained to observe the excavations and to I 1r2/1Q/2002 13:48 FAX 4521826 I NSTAN'l' TJ:::::iT!N<:i1 ALLU:W 'i!.:J uv"t; I Geotechnical Investigation Page 4 ViKing Steel Road Shako pee. Minnesota I Allied Project No. 02047 December 19, 2002 assist with the evaluation of the excavated materials and the exposed natural bearing soils prior I to placement of controlled fill and to perform field density tests during controlled fill placement as necessary. This firm should bear the full responsibility for understanding this report, correlating data, and making proper recommendations and interpretations. We recommend our affiliate I Instant Testing Company for this work during the construction phase of the project. The recommendations contained in this report are professional opinions. developed from the I information obtained in the borings. The subsurface information presented in this report does not constitute a direct or implied warranty that subsurface conditions at the boring locations can be directly interpolated or extrapolated. Subsurface conditions which are different from those I disclosed by the borings may be encountered during construction. Allied Test Drilling Company has prepared this report to aid in the evaluation of the site and to assist in site preparation and design for this project. Our opinions were arrived at in accordance I with generally accepted engineering practices currently.in use at this time, location and for projects of this type. Other than this no warranty is implied or intended. If conditions prior to or during construction appear different from those described in this report, we should be notified so that we I may verify or modify our recommendations. The reproduction of this report, or any portion of the report, supplied to persons or agencies other I than the client should indicate that this investigation was completed for design purposes only and verification of subsurface conditions for construction activities is the responsibility of another party. I Soil samples recovered from the test borings will be retained in our offices for a period of thirty days from the date of this report. After that time they will be discarded unless prior written instructions to the contrary are received. I We hope that this letter report provides the information required at this time. If you have any questions regarding this letter report, please feel free to contact us at (651) 452-6913. I ALLIED TEST DRILLING COMPANY I hereby certify that I am a duly Re istered Professional Geologist under the Jaws of the State of I M<jkckJ ! I Michael E. Schoenberg, .G. Professional Geologist, Minnesota Registration Number 41418 Project Engineer I I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of I Mi .so~ ~ ~?c I Daniel J. aUghton~ Profe lonal Engineer, innesota Registration Number 20191 I Project Engineer 1It2/1~/2002 13:48 FAX 4521826 INSTANT TESTING/ALLILV l&J VV;J I ALLIED TEST DRilliNG COMPANY I 4000 'Beau D'Rue Drive. Eaganl Minnesota 55122 Telephone: 651 452-6913 · Fs:(: 651 452-1826 Geotechnical Services . Commercial, Resfdentlal and MunIcipal I INVOICE December 191 2002 I Mr. Ray Ruska City of Sakopee 129 South Holmes Street I Shakopee, Minnesota55379 Subj: Geotechnical Investigation I ViKing Steel Road Shakopee, Minnesota Allied Project No. 02110 I Dear Mr. Ruska, I For drilling and engineering services on the above referenced project: Item Units Unit Cost Extended Price I MObilization Lump Sum $300.00 $300.00 I FA BOrings($11/ft or $65 minimum) 16 ft @ $11.00 $306.00 perft + 2 per foot or holes at $65.00 minimum min I Engineering Report Lump Sum $400.00 $400.00 I Total Cost $1,006.00 Unit Extended DUE UPON RECEIPT: (1.5% per Mo. on unpaid balance) I If you have any questions regarding this invoice, please contact me at (651) 453-6913. I I Michael E. Schoenber Project Engineer .. I I I 1103/21/2003 10:52 FAX 8905883 IN:STANT T.t:;::fJ:.Ll'H:r1 hLLJ.LJJ I.f!:I \,IVV I ALLIED TEST DRilliNG COMPANY I 7125 West 126th Street, Suite 500. Savage. Minnesota 55378-1103 Telephone: 952 890-5909 Fax: 952 890-5883 Geoteohnioal SeJVices . Commeroia/, Residential and Munioipal I March 20, 2003 I Mr. Ray Ruska City of Shakopee I 129 South Holmes Street Shakopee, Minnesota 55379 I subj: Geotechnical Investigation 4th Avenue East between Marschall Road and Viking Steel Road Shakopee, Minnesota I Allied Project No. 03002 Dear Mr. Ruska, I Allied Test Drilling Company has completed subsurface exploration work for 4th Avenue East between Marschall Road and Viking Steel Road in Shakopee, Minnesota. On January I 10, 2003, we drilled two (2) borings with our truck-mounted. CME-45 drilling rig at sites of borings B-2 and 8-3, which you selected. On March 18. 2003, we drilled one (1) boring at near the location of the stake for boring B-1. This boring was relocated approximately 30 I feet north and 30 feet west of the stake. We used the Flight Auger (FA) method described in ASTM D: 1452-80. Boring identifiers and other characteristics are listed in the following I table. The City of Shakopee has available location maps and elevations for these borings. Boring Water' Cave-in ID Depth Depth Depth I B-1 5 Dry 3.5 B-2 5 Dry ~ 8-3 5 ON ?? I As the samples were obtained in the field, they were visually and manually classified. I Representative portions of the samples were then sealed in soil jars and returned to the laboratory for further examination and verification of the field classification. Soils found at the locations of the test borings are presented below in the following tables. In addition to I the uses classification, recovered samples, which would comprise the subgrade, were also visually classified according to AASHTO M145, Classification of Soils for Highway Construction Purposes. Soil descriptions are presented in the next table. I Once the identifiable topsoil and other organic soils such as found at the locations of boring B~ 1 has been strippedl the immediate subgrade materials at the locations of the I borings would be classified as an AASHTO A~ 1 (poorly graded sands and gravels) to A-2- I 1103/21/2003 10,52 FAX 8905883 INSTANT Tc::iT!N\:i/ J\LLU:.J) Ii!:J vv, I Geotechnical Investigation Page 2 4lh Avenue East, Marschall to Viking Steal Shakopee, Minnesota Allied Project No. 03002 I March 20. 2003 4 (silty sand) material. The corresponding R-values for AASHTO A-1 and A-2-4 materials I are R-70 and R-30 (to R-70), respectively. Boring- Depth I 10 Range (in Soils AASHTO feet) 0-2.5 TOPSOil: Silty clay; black; moist (TOPSOIL: OL) - I B-1 2.5 - 5 SAND, medium to coarse, with a trace of gravel; reddish brown; dry A-1 (SP) 5 End of boring by refusal on bedrock - I 0-2.5 Sand. tine. with silt and a trace of gravel: dark brown: dry (SM) Note: A-2-4 Possible topsoil B-2 2.5 - 5 SAND, fine to coarse, with a little gravel and trace of silt: reddish A-1 I brown, dry (SP) 5 End of boring by refusal on bedrock - 0-3 SAND, fine to coarse, with silt and a little gravel; dry (SP-SM) A-2-4 I B-3 3-5 SANDY GRAVEL with a little silt: brown; dry (GP) A-1 5 End of borin!1 bv refusal on bedrock. - I Given the available subgrade to a minimum depth of 3 feet below topsoil to possible topsoil, we recommend that this pavement section be designed on the basis of an AASHTO A-2-4 subgrade materiaL Based on visual classification and experience with similar soils, and R-value of 30 (to 70) I (CalifOrnia Bearing Ratio of 5.2 (to 30) ) would be suitable for a subgrade constructed of the AASHTO A-2-4 material. If the sand with silt soil is removed, the pavement can be designed on the basis of an AASHTO A-1 subgrade material with an R-value of 70 (CBR of 30). I We recommend complete removal of the organic soils beneath the pavement areas. Following removal of the unsuitable soils, we recommend that the base of the excavated area be compacted I to at least 100% of the ASTM D 698 maximum dry density in the upper 1 foot. Any compacted fill that is required should be placed and compacted in accordance with the recommendations in the following paragraph. This fill may be placed to raise the subgrade surface to the design grade. I Fill should be placed and compacted in a manner that will allow complete compaction of the fill layer to a minimum of 100% of the Standard Proctor Maximum Dry Density according to ASTM D: 698 in the upper 3 feet and 95% below the upper 3 feet and generally placed in maximum I horizontal lifts of 8 inches loose thickness. A minimum of one representative field density test should be performed for every two vertical feet of fill placed at a time in a given work area. Density tests in mass fill areas should be perfonned at a rate judged sufficient to represent the fill I sequence as a whole. A smooth "drum" type vibratory roller would be suitable for compaction of the on-site sand soils or any imported granular material. A vibratory "padfoof' or "sheepsfoof' type roller woutd be preferred for compaction of the on site clay soils. I The Minnesota Department of Transportation (MnDOT) Road Design Manual indicates that the minimum Granular Equivalent (G. E.) for light traffic (Sigma N-18 < 72,000), for a 7-ton design in I areas where the AASHTO A-1 materials (R-value of 70) and AASHTO A-2-4 materials (R-value of 30) are present in the upper 3 feet of subgrade would be 10 inches for both characterizations; for light traffic (Sigma N-18 < 96,000), for a 9-ton design it would be 10 and 11 inches, I 1f3/21/2003 10:53 FAX 8905883 INSTANT TESTING/ALLIED Li!::Jvvo I Geotechnical Investigation Page 3 4111 Avenue East, Marschall to Viking steel Shakopee, Minnesota I Allied Project No. 03002 March 20, 2003 respectively. The three layers consist of a plant-mixed bituminous surface course (MnDOT 2341 I or 1361), a plant-mixed bituminous base (MnDOT 2331), a Class 5 aggregate base (MnDOT 3138). The pavement sections given in the following table are for AASHTO A-1 and A-2-4 materials. I Pavement Design [thicknesses in inches] I 7 - ton 9 - ton Layer R-70 R-30 R-70 R-30 I (A-1 ) (A-2-4) (A-1 ) (A-2.4) Gravel Equivalent 10 10 10 11 I Surface Course 1.5 1.5 1.5 1.5 Bituminous Base 1.5 1.5 1.5 1.5 I AQQreQate Base 4 4 4 5 I In using the R-value method for pavement design, it is essential that the subgrade be constructed of uniform soil across the roadway section and that the material be compacted at a moisture content and to a density in accordance with MNIDOT spec. 2105 and be capable of passing a roll I test rolling, per MN/DOT Spec. 2111. The completed subgrade should be observed and judged suitable by an experienced individual prior to the placement of the aggregate base or paving. The inspection of the subgrade should include observation of a proof rolling operation over all pavement sub grade areas. The proof rolling should preferably be performed with a loaded dump I truck so that the relatively high loads are concentrated at the relatively small tires. The proof rolling should be performed to detect any soft subgrade areas, prior to the placement of paving materials. Areas of rutting or pumping should be undercut to stable material and backfilled with I suitable, compacted fill. Compaction of the upper 3 feet of any embankment material, used to construct the subgrade, to a minimum of 100% of the Standard Proctor Maximum Dry Density within appropriate moisture limits (65 to 102% of optimum) should provide the necessary stability I required for proof rolling, over the majority of the site. Observation and testing work should be planned as an integral part of the construction work. I During preparation for flexible pavements, construction inspection and testing work performed by experienced geotechnical and materials testing personnel will be important for verification and documentation of proper construction procedures and achievement of minimum required I standards. We recommend that a qualified firm be retained to observe the excavations and to assist with the evaluation of the excavated materials and the exposed natural bearing soils prior to placement of controlled fill and to perform field density tests during controlled fill placement as I necessary. This firm should bear the full responsibility for understanding this report, correlating data, and making proper recommendations and interpretations. We recommend our affiliate Instant Testing Company (952 890-7366) for this work during the construction phase of the I project. The recommendations contained in this report are professional opinions developed from the I infonnation obtained in the borings. The subsurface infonnation presented in this report does not 1103/21/2003 10:53 FAX 8905883 INSTANT TESTING/ALLIED ll!:J vv~ I Geotechnical Investigation Page 4 Viking Steel Road Shakopee, Minnesota I Allied Project No. 02047 December 19, 2002 constitute a direct or implied warranty that subsurface conditions at the boring locations can be I directly interpolated or extrapolated. Subsurface conditions which are different from those disclosed by the borings may be encountered during construction. I Allied Test Drilling Company has prepared this report to aid in the evaluation of the site and to assist in site preparation and design for this project. Our opinions were arrived at in accordance with generally accepted engineering practices currently in use at this time, location and for projects I of this type. Other than this no warranty is implied or intended. If conditions prior to or during construction appear different from those described in this report, we should be notified so that we may verify or modify our recommendations. I The reproduction of this report, or any portion of the report, supplied to persons or agencies other than the client should indicate that this investigation was completed for design purposes only and verification of subsurface conditions for construction activities is the responsibility of another party. I Soil samples recovered from the test borings will be retained in our offices for a periOd of thirty days from the date of this report. After that time they will be discarded unless prior written I instructions to the contrary are received. We hope that this letter report provides the information required at this time. If you have any I questions regarding this letter report, please feel free to contact us at (952) 890-5909. ALUEDTEST DRILLING COMPANY ,I I hereby certify that I am a duly Registered Professional Geologist under the laws of the State of Minnesota. I 7/{!;J (w>1141J~ Yil~tI /ufi~ ) I ~l Michael E. Schoenberg, P.G. I Professional Geologist, Minnesota Registration Number 41418 Project Engineer I hereby certify that this plan, specification or report was prepared by me or under my direct I supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. I Daniel J. Naughton, P.E. I Professional Engineer, Minnesota Registration Number 20191 Project Engineer I Enclosure: Invoice -2 I I .1 I > ~~~~E 0.. ~",:;!'" 3 m~ ~z~~ci u t:;) ,'~ 0> 0 :::i: '" '" :> ::; o -58'~ e ~J4:;;:;; e ~ Cl '" H~ L- €08.~,)' ::;~z ._~..o. 00=.0" w::;- o ~20> ogo>=> z...ce' ~ ...-9 ,;,1j ,g.:.g0~ f:i.ure ~ i ~55 \ N:::i:2~~ B < ~ \ u :E: " N >._~___~ ___ __ A:l11l3^ _ il r~, _ _ _ _ _ _ _ --- + ,~Z;g II ' -- ~ ',:, \ '. 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