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3. Coulter Blvd Phase II Street & Utility Improvements: Authorize Preparation of Plans & Specs.MEMORANDUM CITY OF 3 CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 TO: Don Ashworth, City Manager FROM: Charles Folch, Director of Public Works ' DATE: February 5, 1996 ' SUBJ: Approve Feasibility Study for Coulter Boulevard Phase R Street and Utility Improvements; Authorize Preparation of Plans and Specifications Project No. 93 -26B This is the public hearing on the feasibility study for the Coulter Boulevard Phase II Street and i Utility Project No. 93 -26B. This proposed improvement project was petitioned by four property owners and /or develops who own or have development rights to more than 130 acres of land adjacent to the project. The primary project elements consist of the following: ' 1. The extension of trunk sanitary sewer from the Creekside Addition along Stone Creek Drive to the north side of Trunk Highway 5. ' 2. The extension of trunk watermain and the looping of City watermain along Coulter Boulevard. ' 3. The construction of Coulter Boulevard between the existing termini of the road at Pillsbury to the east and Bluff Creek Elementary School to the west. ' 4. The construction of Stone Creek Drive from the north end of Creekside Addition to Trunk Highway 5. 5. The construction of a pedestrian /bicycle underpass at Coulter Boulevard at the east creek ' as well as a trail along Coulter Boulevard. Don Ashworth , February 5, 1996 Page 2 ' The feasibility report includes a detailed cost estimate, proposed preliminary assessment schedule, and construction schedule. The total project cost is estimated to be $2.8 million. This project is ' proposed to be financed by a combination of special assessments to benefiting properties, federal ISTEA funding and local funds. This project is considered feasible from both an engineering and financial standpoint. ' As required by law, notification has been made to all property owners proposed for special assessments and publication has been made in the Villager newspaper. Along with the hearing notification, all property owners have been mailed a copy of the feasibility report. The project engineer, Mr Phil Gravel of Bonestroo Anderlik Rosene & Associates (BRA), will be present at ' the public hearing to provide a presentation of this feasibility report and respond to any pertinent questions which may arise. At the close of the public hearing, if there are no relevant questions or concerns which would , require further investigation, it would be recommended that the City Council formally approve the feasibility report dated January, 1996 for the Coulter Boulevard Phase II Street and Utility ' Improvement Project No. 93 -26B and authorized the project consultant engineer (BRA) to prepare the project plans and specifications. ktm Attachments: 1. Feasibility Report. ' 2. Affidavit of Mailing of Public Hearing Notice. 3. Public Hearing Notice. 4. Notice of Public Hearing in Villager. ' c: Dave Hempel, Assistant City Engineer Jerry Boucher, Utility Superintendent ' Mike Wegler, Street Superintendent Phil Gravel, BRA , Liv Homeland, Land Group John Dobbs, Heritage Development of Minnesota Dennis Dirlam, Hi -Way 5 Partnership , Dr. Lars T. Conway Brad Johnson, Lotus Realty g.\eng\chaz1es�cc\cou1ter.2 ' 93-9&,9 CITY OF ES FOR qp W l i p l i p A ff 1A A N O' S 8 N Report for Coulter Boulevard -Phase II Street and Utility Improvements City Project No. 93 -26B Chanhassen, Minnesota January 1996 File No. 39335 E1estroo v , ® sonene Anderlik Associates Engineers Q Architects St. Paul, Minnesota CITY OF CHANHASSEN COULTER BOULEVARD - PHASE H STREET AND UTILITY IMPROVEMENTS PROJECT 93 -26B JANUARY 1996 DONALD CIIMIEL STEVE BERQUIST COLLEEN DOCKENDORF MICHAEL MASON MARK SENN DONALD ASHWORTH CHARLES FOLCH MAYOR COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER CITY MANAGER CITY ENGINEER BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ENGINEERS / ARCHITECTS ST. PAUL, MINNESOTA 39335Vepoct ' Bonestroo, Rosene, Anderlik and Associz rc. is an Affirmative Action /Equal Opportunity Employer Bonestr Otto G. Bonestroo, P E. Howard A. Sanford, P.E. Michael C. Lynch, P.E Brian K. Gage, P.E. Robert W. Rosene, P.E.• Keith A. Gordon., P.E. James R. Maland, P.E. F. Todd Foster, P.E. R osene Joseph C. Anderlik, P.E. Robert R. Pfefferle, P.E. Jerry D. Pertzsch, P.E. Keith R. Yapp, P.E. ' Marvin L. Sorvala, P.E. Richard W. foster, P.E. Scott J. Arganek, P.E. Douglas J. Benoit, P.E. P E Richard E. Anderlik & Glenn R Cook, P.E. E Robert C. Russek, A.I.A. A. Mark R Rolfs, PErson, P.E. Cec Shawn io Olivier, P.F..n �{ Thomas E. Noyes, P.E. Jerry A. Bourdon, P.E. Mark A. Seip, P.E. Kent J. Wagner, P.E. Associ Robert G. Schunicht, P.E. Mark A. Hanson, P.E. Gary W. Morien, P.E. Paul G. Heuer, P.E. ' Susan M. Eberlin, C.P.A." Michael T. Rautmann, P.E. Paul J. Gannon, A.I.A. John P. Gorder, P.E. Engineers &Architects Senior Consultant Ted K. Field, P.E. Daniel J. Edgerton, P.E. Dan D. Boyum, P.E. Thomas R. Anderson, A.I.A. A. Rick Schmidt, P.E. Jeffrey J. Ehleringer, P.E. James R. Rosenmerkel, P.E. Dale A. Grove, P.E. Joseph R. Rhein, P.E. Donald C. Burgardt, P.E. Philip J. Caswell, P.E. Lee M. Mann, P.E. 1 Thomas A. Syfko, P.E. Mark D. Wallis, P.E. Charles A. Erickson January 12, 1 97 6 Frederic J. Stenborg, P.E. Miles B. Jensen, P.E. Leo M. Pawelsky Ismael Martinez, P.E. L. Phillip Gravel, P.E. Harlan M. Olson Michael P. Rau, P.E. Karen L. Wiemeri, P.E. Agnes M. Ring Honorable Mayor and Council Thomas W. Peterson. P.E. Gary D. Kristofitz. P.E. James F. Engelhardt ' City of Chanhassen 690 Coulter Dr. P.O. Box 147 Chanhassen, MN 55317 Re: COUlter Boulevard - Phase H Street & Utility Improvements City Project No. 93 -26B Our File No. 39311 Dear Mayor and Council: Attached is a report for the Coulter Boulevard - Phase H Street and Utility Improvements. The report also includes improvements for part of Stone Creek Drive. The project area includes the area east of Galpin Boulevard and just south of Highway 5. The report presents and discusses the proposed street and utility improvements and includes a cost estimate and preliminary assessment roll. We will be pleased to meet with the Council and other interested parties at a mutually convenient time to discuss this report. Thank you for the opportunity to assist the City with this project. Respectfully submitted, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. E j Phil Gravel I hereby certify that this 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 Minnesota. L. Phillip Gravel III, P.E. Date: January 12, 1996 Reg. No. 19864 39 35\rcport t 2335 West High\,vav 36 sf r- 7 , 7! mr.,! TABLE OF CONTENTS LETTER OF TRANSMITTAL / CERTIFICATION TABLE OF CONTENTS 1.0 INTRODUCTION FIGURE NO. 1 - LOCATION PLAN 2.0 SUMMARY AND RECOMMENDATION 3.0 PROPOSED IMPROVEMENTS 3.1 SANITARY SEWER 3.2 WATER MAIN 3.3 STREET, TRAIL, AND STORM SEWER 4.0 COST ANALYSIS/ FINANCING 4.1 COST ESTIMATE TABLE 1 -COST SUMMARY 4.2 ASSESSMENTS TABLE 2 - ASSESSMENT SUMMARY TABLE 3 - RESIDENTIAL EQUIVALENT UNITS 4.3 ASSESSMENT REVENUE TABLE 4 - REVENUE SUMMARY 4.4 AREA TO BE INCLUDED TABLE 5 - AREA TO BE INCLUDED 5.0 PROJECT SCHEDULE 6.0 EASEMENTS AND PERMITS APPENDIX A - COST ESTIMATES APPENDIX B - PRELIMINARY ASSESSMENT ROLL FIGURE 2 - SANITARY SEWER AND WATER MAIN FIGURE 3 - STREET, TRAIL, AND STORM SEWER FIGURE 4 - STREET TYPICAL SECTION FIGURE 5 - TRAIL / CREEK UNDERPASS CROSS - SECTION FIGURE 6 - ASSESSMENTS Page No. 1 2 3 4 5 6 6 6 7 8 8 8 9 9 10 11 11 12 12 13 14 39335\reporl 2 ' 1.0 INTRODUCTION The proposed improvements contained herein have been discussed conceptually by the City and area land owners for the past few years. The necessary municipal improvements to serve the area south of Highway 5 between Galpin Boulevard and Audubon Road will be completed with this project. In addition, this project will extend the Bluff Creek trunk sanitary sewer north of Highway 5. This report is the result of petitions from the affected property owners. Authorization for the report was given by the City Council on November 13, 1995. Proposed developments in the project area are planned by Land Group, Inc., Hi -Way 5 Partnership, and Heritage Development, Inc.. This report examines the feasibility of completing street and utility improvements in the project area. Sewer and water service will be provided by extending utilities installed under previous projects. A summary of the proposed improvements with this project includes: 1. Extension of trunk sanitary sewer from the Creekside Addition, along Bluff ' Creek, and to the north side of Highway 5. 2. Looping of water mains and extension of trunk mains along Coulter Boulevard. 3. The construction of Coulter Boulevard between the existing termini of the road at Pillsbury to the east and Bluff Creek Elementary School to the west. 4. The construction of Stone Creek Drive from the north end of Creekside Addition to Highway 5. 5. The construction of a pedestrian /bicycle underpass under Coulter Boulevard, as well as a boulevard trail along Coulter Boulevard. Assessments proposed herein are consistent with City policy and the comprehensive sewer and water plans. The project area is shown on Figure No. 1 on the following page. The proposed project assessment area is shown on Figure No. 6. A preliminary Assessment Roll is presented in Appendix B at the back of this report. The amounts shown in the preliminary Assessment Roll are based on preliminary information and will be revised at the time of the final assessment hearing based on final costs, development agreements, and final development plans. 1 39335Veport 3 t Figure 1 — Location Plan Coulter Blvd. /Strone Creek Dr. Street & Trunk Utility Improvements Chanhassen, Minnesota Jan 1996 COMM. Comm. ?,oz t5 Bonestroo 0 Rosene Anderlik d Associates i 1 2.0 SUMMARY AND RECOMMENDATION This report presents an evaluation of the feasibility of constructing Coulter Boulevard and part of Stone Creek Drive, as well as an evaluation of the trunk sanitary sewer and water main services necessary to serve the project area. The report provides estimated costs of the proposed improvements and presents a preliminary assessment roll for the construction. The total estimated cost for this project is $2,805,500, including both construction and indirect costs. Further details of estimated costs are presented later in this report. Figure No. 2 at the back of this report shows the proposed sanitary sewer and water main construction. Figure No. 3 shows the street, storm sewer, and trail alignments. 1 The proposed work is feasible from an engineering standpoint and can best be completed as one contract. Based on the results of our investigation for this report, the following recommendations are presented for the Chanhassen City Council: 1 1) That this report be adopted as the criteria for installation of the street and utility improvements contained herein. 2) That the City review and adopt the proposed assessment and financing methods contained herein. 3) That a formal public hearing be held to discuss the proposed improvements and assessments. All properties that are proposed to be assessed and all properties near the project area should be notified of the public hearing. e 39335Uepon 5 3.0 PROPOSED IMPROVEMENTS 3.1 Sanitary Sewer Sanitary sewer improvements for the project area are generally in conformance with the City's Comprehensive Sewer Policy Plan and are shown on Figure 2. The project will extend trunk sanitary sewer installed under previous projects and will provide lateral sewers where necessary. Sanitary sewer flow from the project area flows south along Bluff Creek and eventually reaches Lift Station No. 24 on Lyman Boulevard. An 18 -inch diameter trunk sanitary sewer will be extended north along Bluff Creek from the existing end of Stone Creek Drive to the north side of Highway 5. The alignment of the sewer will follow Stone Creek Drive for the first 400 feet. The remaining alignment will follow Bluff Creek. The sewer crossing of Highway 5 will be aligned to facilitate the proposed Highway 5 pedestrian underpass and the future north frontage road. An 8 -inch diameter sanitary sewer will be installed in Coulter Boulevard from Bluff Creek westward to provide gravity service to the Bluff Creek School. The temporary lift station presently serving the school will be salvaged for use elsewhere in the City. 3.2 Water Main Water main improvements proposed herein are consistent with the City's Water Supply and Distribution Plan and are shown on Figure No. 2. A 12 -inch diameter main will be constructed in Coulter Boulevard to loop existing dead end mains at Bluff Creek School and Pillsbury. In addition, an 8 -inch water main will be constructed in Stone Creek Drive from the north end of Creekside Addition northward to Coulter Boulevard. A 12 -inch main will be installed in Stone Creek Drive north of Coulter Boulevard. 39335\report 6 s 1 r 3.3 Street, Trail, and Storm Sewer A. Street The proposed street construction is shown on Figure No. 3. Coulter Boulevard will be constructed to MnDOT State Aid standards between the existing dead ends near the 1 Bluff Creek School and the Pillsbury campus. Coulter Boulevard will be 36 feet wide (face of curb to face of curb) in accordance with the typical section shown on Figure No. 4 and City standards for streets in commercial /industrial areas. Right turn lanes will be constructed at Stone Creek Drive to facilitate traffic flow. The alignment for Coulter Boulevard has been established to meet the needs of the adjacent developments and I minimize environmental effects by reducing wetland impacts. Trail and sidewalk will be installed along Stone Creek Drive south of Coulter Boulevard to complete segments constructed as with the Creekview development. No trail or sidewalk is proposed for Stone Creek Drive north of Coulter Boulevard. C. Storm Sewer / Drainage The City's storm water management plan suggests an area storm water quantity /quality pond in the project area. However, the preliminary development plans for the area are not set up for an area pond. This report assumes that each adjacent development will address their drainage issues separately. I 39335\rcport 7 Stone Creek Drive will be extended from its existing terminus in Creekview Addition northward to Highway 5. It will be 31 feet wide south of Coulter Boulevard and 36' wide north of Coulter Boulevard. Stone Creek Drive will connect to Highway 5 as previously established in the Highway 5 corridor study. The access will be limited to right in /right out traffic. No median crossing will be provided when Highway 5 is upgraded in the future. B. Trail Trail /sidewalk construction proposed is in accordance with the City's master trail plan. A trail underpass is proposed at the east creek, which will allow users of the Bluff Creek trail to cross Coulter Boulevard. Funding for the majority of the costs for the trail underpass will come from Federal ISTLA funds. An 8- foot -wide concrete sidewalk will be constructed along Coulter Boulevard to match the existing sidewalk near the school. The proposed sidewalk will be along the north boulevard west of the trail underpass and along the south boulevard east of the underpass. Trail and sidewalk will be installed along Stone Creek Drive south of Coulter Boulevard to complete segments constructed as with the Creekview development. No trail or sidewalk is proposed for Stone Creek Drive north of Coulter Boulevard. C. Storm Sewer / Drainage The City's storm water management plan suggests an area storm water quantity /quality pond in the project area. However, the preliminary development plans for the area are not set up for an area pond. This report assumes that each adjacent development will address their drainage issues separately. I 39335\rcport 7 Drainage from the roadway will be collected and conveyed through storm sewer at low points in the roads to ponding areas adjacent to the creeks. On Coulter Boulevard, low points will be located near the east side of the Bluff Creek crossing and near the west side of the east creek crossing. On Stone Creek Drive, low points will be created in two locations. The Bluff Creek crossings will require 6 -foot by 3 -foot box culverts on both Stone Creek Drive and Coulter Boulevard. The east creek crossing will be accomplished by the concrete arch trail /creek underpass shown on Figure No. 5. Wetland mitigation will be required as a result of the crossing of the wetland near Bluff b q g Creek. Part of the mitigation will be taken care of with existing banked acreage from previous City water quality improvement projects. The remaining mitigation will be addressed with wetland creation in the project area. 4.0 COST ANALYSIS / FINANCING I 4.1 Cost Estimate The estimated project costs to complete the street and utility improvements are presented below in Table 1. These costs include legal, administrative, engineering, bonding, and interest costs estimated to be 30%, but do not include any easement acquisition costs. It is assumed that all required easements will be granted by the adjacent property owners (including Grand Met and Shamrock Property Partnership) at no cost to the project. A detailed cost estimate is included in Appendix A. Table 1 Estimated Project 93 -26B Cost Summary Item Total Cost A. Sanitary Sewer $ 373,400 B. Water Main 275,300 C. Street, Trail and Storm Sewer 2,156,800 Totals $2,805,500 39335Ueport 8 J 1 4.2 Assessments Assessments are proposed to be levied against the benefited properties as shown on Figure No. 6. The proposed assessments herein are consistent with City policies and practices. Proposed assessments include the annually adjusted trunk sewer and water charges established in the Comprehensive Sewer and Water Plans, lateral utility benefit charges, and street charges. Street assessments are based on the following criteria: 1 Abutting property owners are assessed for a standard 36- foot -wide, 9 -ton design com►nercial /industrial roadway. The costs for Coulter Boulevard and Stone Creek Drive are included in the front foot assessment rate for streets. • Abutting property owners are assessed for 50 percent of drainage costs for the roadway, including storm sewer and ponding. Site drainage improvements for quality and quantity ponding will be addressed by each site independently. Adjustments to this project plan will be based on the criteria in the City's SWMP plan. • Street grading costs are included as assessable costs. If the street grading can be completed as part of the grading of the adjacent developments, the estimated costs /assessments will be reduced accordingly. A summary of the proposed Assessment Rates is presented in Table 2 below: Table 2 n 1 I f I 39335\report Project 93 -26B Proposed Assessment Rates Item Trunk Sanitary Sewer Area Charge Trunk Water main Area Charge Lateral Sanitary Sewer Benefit Lateral 8" Water Main Benefit Lateral 12" Water Main Benefit Coulter Boulevard / Stone Creek Drive Rate $1,050.00 /equiv. unit $1,375.00 /equiv. unit $17.00 /front foot $15.00 /front foot $20.00 /front foot $210.56 /front foot I Assessable equivalent units for sewer and water area charges are determined by multiplying the net assessable acreage for each parcel by the number of residential equivalent units (REUs) for the planned use. The REUs for various land use types are shown below in Table 3. Net assessable acreage is gross acreage less wetlands and known major road right -of -way. The assessable equivalent units shown in the preliminary assessment roll are minimum numbers based on existing zoning and land use guideline conditions. Calculations for final assessment purposes will be based on actual development information at the time of the assessment hearing and will be adjusted if actual development intensifies. Table 3 Residential Equivalent Units (REUs) Land Use Type Minimum REUs Per New Assessable Acre Single Family Medium Density High Density Commercial /Industrial Public 2 3 C 2 The above REUs are the minimum number recommended to be charged at the time that trunk utility service is provided. If a property develops at a greater number of REUs, additional unit charges should be charged at the time of development. Street assessment rates for Stone Creek Drive and Coulter Boulevard are calculated by dividing the total assessable cost by the assessable front footage for each road. Calculations are presented in Appendix A. 39335\report 1 1 1 L� n 1 1 1 1 I 1 1 r i 4.3 Assessment Revenue Estimated revenue for Project No. 93 -26B is shown in Table 4 below: Table 4 Project 93 -26B Revenue Summary Item Est. Cost Assessments Net Revenue Sanitary Sewer $373,400 $510,300 (trunk) 16,200 (lateral) $526,500 (total) $153,100 Water Main $275,300 $668,250 (trunk) 91,000 (lateral) $759,250 (total) $483,950 Stone Creek Drive and $2,156,800 $1,612,890 ($543,910) Coulter Boulevard Table 4 shows a positive total project revenue for sanitary sewer and water main. The additional revenue generated is to be placed in the sewer and water funds and applied to past and future trunk water and sewer projects as shown on the most recent comprehensive plans. For example, some revenue will be used to offset past costs such as the Bluff Creek Lift Station, and an additional well and a future water tower will both be necessary to serve the project area. The difference between the estimated cost and the assessments for Stone Creek Drive and Coulter Boulevard represents the City share of storm sewer /drainage costs and the costs of the trail underpass. The costs for the trail underpass will be reimbursed by federal ISTEA funds. 39335\rcport 11 4.4 Area to be Included The area to be assessed under Project No. 93 -26B is shown on Figure No. 6 and listed below in Table 5. All owners of properties to be assessed should be notified of the project's public hearing and eventual assessment hearing. Properties with multiple owner interests should have all interested parties notified. In addition, owners of adjacent properties that may be affected by the project, but are not to be assessed, should also be notified. Table 5 Area to be Included Project 93 -26B Assessable Properties PIN Owner 25.010 -1400 Larry and Elizabeth Vandeveire 25.010 -1210 Dr. Lars T. Conway 25.015 -1100 Bluff Creek Partners / Land Group, Inc. 25.015 -0300 Hi -Way 5 Partnership 25.452 -0020 Shamrock Property Partnership 25.452 -0030 Shamrock Property Partnership 25.452 -0010 Grand Met Food Services 25.015 -1210 Chan Land Partners 25.015 -0310 Heritage Development 39335\report 12 I 1 Fil 5.0 PROJECT SCHEDULE The improvements described in this report should be constructed as one project in conjunction with the proposed adjacent developments. The schedule shown below meets the needs of the proposed developments. The City will require that the developers enter into a development contract with a final plat or that assessment waivers be obtained from the underlying fee holders to the property before final approval of plans and specifications. The schedule is based on completing construction in 1996 for building occupancy in the late fall. The project schedule could also be delayed to postpone some street construction if adjacent developments request it. Project No. 93 -26B Project Scliedule E r I 39335\rcport Authorize Feasibility Report Present Feasibility Report Public Hearing / Order Plans and Specifications Approve Plans and Specifications Open Bids / Award Contract (Project 93 -26B) Begin Construction Substantial Completion Final Construction Completion Assessment Hearing First Payment Due 13 November 13, 1995 January 22, 1996 February 12, 1996 April 22, 1996 June 10, 1996 July 1996 October 1996 Summer 1997 Fall 1997 May 1998 1 6.0 EASEMENTS AND PERMITS Easements for proposed construction will be required from the adjacent developers. It is assumed in this report that all required easements from the developers will be granted at no cost. Easements and right -of -way will also be required from property owners at the east end of Coulter Boulevard. It is assumed that all easements and rights -of -way will be granted at no cost to the project. The properties from which easements and right -of -way will be required include the proposed developments and: Shamrock Property Partnership Grand Met Food Services, Inc. Permits and approvals will be required from the following: Minnesota Department of Transportation Minnesota Pollution Control Agency Metropolitan Waste Control Commission Minnesota Department of Health Minnesota Department of Natural Resources Watershed District City of Chanhassen PIN 25.452 -0020 PIN 25.4`i2 -0010 The proposed improvements with this project do not meet the mandatory EAW (Environmental Assessment Worksheet) thresholds for sewage systems, wetlands, or highway projects as defined in Part 4410.4300 of the Environmental Quality Board's rules. Review of the potential for significant environmental effects will be made through permitting process from the agencies listed above. Therefore, no EAW preparation is recommended for this project. 39335\rcpom 14 L� APPENDIX A PRELIMINARY COST ESTIMATE PART A = :SANITARY SEWER Item Unit Quantit Unit Price Cost 8" Sanitary sewer, 0' -10' depth LF 570 $ 23.00 $ 13,1 10.00 8" Sanitary sewer, 10' -12' depth LF 110 26.00 2,860.00 8" Sanitary sewer, 12' -14' depth LF 120 28.00 3,360.00 18" Sanitary sewer, 0' -10' depth LF 1,065 35.00 37,275.00 18" Sanitary sewer, 10' -15' depth LF 345 38.00 13,1 10.00 18" Sanitary sewer, 15' -20' depth LF 545 40.00 21,800.00 18" Sanitary sewer, 20' -25' depth LF 175 43.00 7,525.00 Jack or auger 18" pipe with casing LF 160 480.00 76,800.00 T diameter manhole w /casting EA 21 1,300.00 27,300.00 T diameter MH greater than 8' LF 60 85.00 5,100.00 Silt fence for erosion control LF 2,500 2.00 5,000.00 Dewatering LS 1 25,000.00 25,000.00 Clearing and grubbing LS 1 10,000.00 10,000.00 Improved pipe fdn mat'I, 6" thick LF 4,600 1.00 4,600.00 Televise sanitary sewer LF 3,090 1.20 3,708.00 Connect to existing MH or pipe EA 2 500.00 1,000.00 Restoration (driveways, trees, etc.) LS 1 10,000.00 10,000.00 Seeding w /mulch and fertilizer AC 2.5 1,200.00 3,000.00 Sod SY 1,500 2.00 3,000.00 Subtotal $273,548.00 5% Contingency 13,672.00 Total Construction Cost $287,220.00 Add 30% for Engineering, Legal, Admin. 86,180.00 Total Cost $373,400.00 r L� PRELIMINARY COST ESTIMATE PART B WATER MAIN Item Unit Quantit Unit P rice Cost 6" DIP water main LF 200 $ 18.00 $ 3,600.00 8" DIP water main LF 800 20.00 16,000.00 12" DIP water main LF 4,240 30.00 127,200.00 6" Gate valve in -place EA 10 500.00 5,000.00 8" Gate valve in -place EA 6 600.00 3,600.00 12" Butterfly valve in -place EA 5 1,000.00 5,000.00 Connect to existing 8" DIP EA 2 350.00 700.00 Connect to existing 12" DIP EA 2 400.00 800.00 Water main fittings LB 10,000 1.50 15,000.00 Remove existing water main LF 125 18.00 2,250.00 Hydrant in -place EA 10 2,000.00 20,000.00 Seeding AC 1.5 1,000.00 1,500.00 Sodding S Y 500 2.00 1,000.00 Subtotal $201,650.00 5% Contingency 10,100.00 Total Construction Cost $211,750.00 Add 30% for Engineering, Legal, Admin. 63,550.00 Total Cost $275,300.00 M � M PRELIMINARY COST ESTIMATE PART C - STONE CREEK DRIVE 1/12/96 M M r M M M M COST PARTICIPATION ITEM UNIT QUANTITY COST $[UNIT TOTAL $ ASSESSABLE COST CITY COST $ i Muck excavation �Cy 3.00 6.000.00 6.000.00 Common excavation LS i 1 X5.000.00 X5.000.00 - Subgrada prep SY 6.615 50 3.307.50 ;.307.50 Subgrade excav, / core excay. CY 5.230 1.00 5,220.00 5.220.00 Select granular material TN 10,320 5.00 51,600.00 51,600.00 =6.4 00 Aggregate base CI 5 TN 5.200 7.00 36,400.00 Bituminous wear course, Type 47 TN S00 2 5.00 20,000.00 2Q000.00 Bituminous binder course. Type 41 TN 840 23.50 19.740.00 19,740.00 22,000.00 Bituminous base course, Type 31 TN 1.000 22.00 22,000.00 B618 concrete curb and gutter LF 3,500 6.00 21,000.00 21,000.00 30,000.00 6.250.00 T.H. 5 turn lane LS 1 30.000.00 30,000.00 I Concrete median @ Highwav 5 SF 2.500 2.50 6.350.00 Remove and replace curb and gutter LF 200 14.00 2,800.00 2,800.00 Catch basin, 4' diameter w /casting EA 10 1,200.00 12.000.00 6,000.00 6,000.00 12" RCP storm sewer LF 72 20.00 1,440.00 720.00 2.970.00 8.400.00 720.00 15" RCP storm sewer LF 270 22.00 5,940.00 2,970.00 18" RCP storm sewer LF 600 2 5.00 16.800.00 I 8,400.00 Riprap CY 50 50.00 2.500.00 I 1250.00 1250.00 Stormwater treatment ponds LS 1 30.000.00 30.000.00 15,000.00 1,117.50 15.000.00 Bituminous material for tack coat GAL 745 1.50 1.117.50 M M M M s M M M r M M M M M r M r M M COST PARTICIPATION ITEN1 UNIT QUANTITY COST V NIT TOTALS ASSESSABLE COST CITY COST 6" concrete walk SF 4.950 2.50 12,3 75.00 12.375.00 3" bituminous walk SF 7.900 1.00 I 7,900.00 7.900.00 4" PE perforated pipe drain LF 3?80 4.50 14,760.00 14.760.00 Electrical liehting distribution sys. LS l 10.000.00 10.000.00 10.000.00 �Veatherin8 steel lights EA 14 2,500.00 35.000.00 35.000.00 2i'Y' cal. blvd. trees EA I 60 330.00 19 200.00 19.200.00 Sod SY 2,410 2.00 4,820.00 4.820.00 Topsoil borrow CY 100 10.00 1,000.00 1.000.00 Seed / mulch AC 2 1.000.00 2 ,000.00 2,000.00 Bale check EA 200 7.00 1.400.00 1,400.00 Silt fence LF 1.600 3.00 4,800.00 4300.00 Traffic control LS 1 6,000.00 6.000.00 6.000.00 Subtotal 458.370.00 424.030.00 34.340.00 5% Continzencv 22,920.00 21 200.00 1,720.00 Total Construction Cost 481.290.00 445 .230.00 36.060.00 Add 30% for Eng., Legal, Admin. 144,410.00 133.570.00 10,840.00 TOTAL ESTIMATED PROJECT COST 625,700.00 575,800.00 46,900.00 M M M M s M M M r M M M M M r M r M M PRELII4IINARY COST ESTIMATE PART D - STREET - COULTER BOULEVARD 1/12196 C PARTICIPATION ITEM UNIT QUANTITY COST S/L NIT TOTALS I ASSESSABLE COST CITY COST tiluck excavation I CY 3.500 3.00 10.500.00 10.500.00 Common excavation I LS I 1 50.000.00 50.000.00 50,000.00 Subgrade prep SY 12,504 1.00 12, 504.00 12,504.00 Subgrade excay. /core excay. CY 9,900 1.00 9,900.00 9,900.00 Select granular material TN 19,505 5.50 107,277.50 107,277.50 Aggregate base Cl 5 TN 9,755 7.00 68,285.00 68,285.00 Bituminous wear course, Type 47 TN 1,375 25.00 34,375.00 34,375.00 Bituminous binder course, Type 41 TN 1,375 23.50 32,312.50 32,312.50 Bituminous base course, Type 31 TN 1,720 22.00 37,840.00 37,840.00 Bituminous mat'1 for tack coat GAL 1,405 1.50 2,107.50 2,107.50 B618 concrete curb and gutter LF 6200 , 6.00 37,200.00 37,200.00 Remove and replace curb and gutter LF 300 14.00 4.200.00 4,200,00 4" PE perforated pipe drain LF 6.200 4.50 27,900.00 27,900.00 Catch basin or manhole, 4' diameter w /casting EA 20 1.200.00 24.000.00 12,000.00 12,000.00 12" RCP storm sewer LF 70 20.00 1,400.00 700.00 700.00 15" RCP storm sewer LF 600 22.00 13.200.00 6,600.00 6.600.00 18" RCP storm sewer LF 1.200 28.00 33,600.00 16,800.00 16,800.00 24" RCP storm sewer I LF 108 35.00 3.730.00 1.890.00 1,890.00 6'x 3' box culvert LF 66 300.00 19.800.00 9.900.00 9.900.00 Riprap Cy 50 50.00 2.500.00 1,50.00 1?50.00 Street Assessment Rate: S5 78.800 + S 1.034.060 = S 1,61? 860 = Totai Assessable Cost S 1,612.860 + 7,660 = 5210.56 per assessable foot M M M M M M M= M = r r M= r� r COST PARTICIPATION ITEM UNIT QUANTITY COST S/UNIT TOTALS ASSESSABLE COST CITY COST Stormwater treatment ponds LS 1 30,000.00 30.000.00 15.000.00 15.000.00 6" concrete walk SF 25.400 2.25 57,150.00 57,150.00 6" concrete ped ramp SF 200 2. 450.00 450.00 Modular block retaining wall Electrical lighting distribution sys. SF LS 600 1 15.00 12,000.00 9.000.00 12,000.00 9.000.00 12.000.00 Weathering steel lights EA 26 3.500.00 65,000.00 65,000.00 2� /z" cal. blvd. trees EA 110 320.00 35,200.00 35,300.00 Sod SY 5,875 2.00 11,750.00 11,750.00 Arch structure for underpass LS 1 320,000.00 320,000.00 20,000.00 300,000.00 Channel guardrail in -place LF 500 40.00 20,000.00 20,000.00 Topsoil borrow CY 100 10.00 1,000.00 1,000.00 Seed / mulch AC 3 1,000.00 3,000.00 3,000.00 Bale checks EA 200 7.00 1,400.00 1.400.00 Silt fence LF 6 3.75 17,050.00 17.050.00 Traffic control LS 1 6.000.00 6,000.00 6.000.00 Subtotal 1,131,681.50 757,541.50 364,140.00 5% Contingency 56,078.50 37,878.50 18,200.00 Total Construction Cost 1 00 ,S� - ^^ J,- r_v.v 382J40.00 30% for Indirect Costs 353,340.00 238,640.00 1 14,700.00 TOTAL ESTIMATED PROJECT COST 1,531,100.00 1.034,060.00 497,040.00 Street Assessment Rate: S5 78.800 + S 1.034.060 = S 1,61? 860 = Totai Assessable Cost S 1,612.860 + 7,660 = 5210.56 per assessable foot M M M M M M M= M = r r M= r� r M M M M M = M M M M w M M = r = M = APPENDIX B COULTER BOULEVARD Chanhassen City Project 93 -26B PRELItii IIINARY ASSESSMENT ROLL January 12. 1996 Vtap :IP:r.D Assessable Street Vet Assessment Street Assessment Sanitary Ref. . ID No. Pronertv Owner T otal Acres Assess. Acres 530.250.00 RE I No. of I Sewer Assess. S2 I NA I 0.00 5436500.00 Land Use Per Acre REUs 0 51 5 _0/REUI Fi 25.010 -1400 Lam & Eiizabeth Vandeveire = .,,_ i 5.6 Comm/Indus[ I 4980 Co. Rd. 10 East — 533,100.00 Chas a VIN 55315 2 25.010 -1210 Dr. Lars T. Convac 50.0 31.1 Med. Density 3 9: SIS9.000.00 4415 Fremont Ave_ S. 14.5 High Densin. 6 87 Minneapolis. VIN 55409 180 3 25.015 -1100 Bluff Creek Partners 38.82 27.5 Comm/Indust 4 110 5115.500.00 1 123 N. 3rd St. - °307 1 Minneapolis. MN 55401 4 25.015 -0300 Hi -Way 5 Partnership _ 27.0 Comm/Indust 4 96 5100.800.00 15241 Creekside Ct. Eden Prairie, MN 55344 S5.400.00(L) 5 25.452 -0020 Shamrock Property Partnership 22.8j HNNA 7350 Commerce Ln. N--1 NA Minneapolis. VIN 55432 -3189 6 25.452 -0030 Shamrock Property Partnership 9.85 NA 7350 Commerce Ln. NA NA Minneapolis. MN 55432 -3189 7 25.452 -0010 Grand Met Food Services. Inc. 43.10 NA do Grand Met Tax Dept. NA NA 200 S. 6th St. MS: 1843 Minneapolis. NIN 55402 S 25.015 -0310 Heritage Development. Inc. 24.96 6.0 Multi- Famih' 3 18 581.900.00 450 E. Co. Rd. D 15.0 Comm/Indust -t 60 S 10.800.00(L) Little Canada. MN 55117 78 "':ter in Assessable Street Assessment Street Assessment Total 5137_/REU) Frontage (5210.56 /ft.l Assessment 530.250.00 NA 0.00 S53.350.00 S2 I NA I 0.00 5436500.00 S 151,250.00 543.200.00(L) S i 32.000.00 i16.000.00(L) NA 3,480 I 5732.748.80 I 51.042.698.80 820 1 5172.659.20 I S426,859.20 500 I $IU280.00 1 5105.280.00 NA I 0 I 0.00 1 0.00 NA S 107.250.00 31.800.00(L) 500 1 5105.280.00 I 5105380.00 1360 1 5496.921.60 I 5728.671.60 m m m m s m r m m r m m m m m m m r m i M r M r w M M M M M M w M M M M M r City of Chanhassen Coulter Boulevard Project 93 -26B Figure 3 - Street, Trail and Storm Sewer I 41 1? o bi / t , Roodwo� Possible Street By McGlynn Rd J �ROndino Others - - -- - - -- - -- Concrete Trail - I 80' Right of —Way zo' Wioe Acauired with Rbaaatxisting / �Roadwoy Plats casement I I '\\ y roi. Required eraass I T w;' Ij 8'� Concrete Trail End�of Exist ondinc !!i o Roadway C �- -31' wide Roaawoy c Timbenvoo Or ) ° POSSible _Q �. I} Street By bi ruture Others Q� Trail tnd of Existing i Cis )) ` J +a � � 00s '.Roadway v \�� -Bluff Creek j 2" Bituminous Wear Course 47WEA7507OX Tack Coat (253 2" Bituminous Binder Course 41 BIB50055X 2 1/2" Bituminous Base Course 31BBB50000Y 12" Class 5 Aggregate Base (100% Crushed) Pavement Section a R/W 4' 8' 10' Conc. Blvd Walk M71 Typical Section Figure 4 — Typical Se ction M Coulter Boulevard Project 93 -26B Chanhassen, Minnesota Jan 1996 Comm. 3931-� M R/W 22' Blvd Bonestroo Rosene Anderlik & Associates , r W.0AK r Trail Foot Bridge r r t i � °urger Arch Culvert � i Future Trail � r Minimum ( L Grade ±285.75 m (937,50±) 0.7 m Top of Arch (2' -6 ") 0.3 m �{ (1, -0.•) i � vet 280,4 ( 920,0 ±) 2 Trail 1.3 m 1.5 m 1.3 m 3.6 m 3.5 m (4' -3 " ±) (5' -0 ") (4' -3 " ±) (12' -0 ") 0.6 m 0.6 m (21-011) (2' - 0 ") Figure 5 — Arc Culver Cro ss Section Coulter Blvd. /Creek Underpass Chanhassen, Minnesota Jon 1996 COMM. Cornni, 39335 Bonestroo OEM Rosene Anderlik d Associates Dr. Lars T. Conway 25.010 -1210 N City of Chanhassen - ' Trunk Sanitary Sewer T runk Water Main Coulter Boulevard Project 93 -26B Figure 6 - Assessments Vendeveire 25.010 -1400 ,,� Trunk Sanitary Sewer � _ T.H 5 ' Trunk Water Main ,a/ — - • • Hi —Way 5 O Shamrock I 0 - V O Partnership Property Partnership ♦ ♦ \ 25.015-0300 25.452-0020 �Q/ --- - Clty Of u Creek ♦ ♦ Trunk Sanitary Sewer Street Indep Partners ♦ \ Lateral Benefit San. Sewer P_ Chanhassen McGlynn Rd ♦ = r. School DISC. #11:2 I 25.015 - 1100 ♦ ♦ Qate Trunk Water Main i 25 015 0400 % ♦ • rol Benefit Water Main i 25.015 -0410 _ Trunk Sanitar Sewer • • Street / -- - - -- Trunk Water Main a ■ \ I O Shamrock) Lateral Benefit water Nan ; \/ Property Partn �� t ■ ■ 1 �r �/ - _ ••�� ♦ • 25.452 -0020 'i / ■ �� Heritage i Tmben,00 or Inc Grand Met Food o III - -- 25.015 -0310 Services, Inc. �I Trunk Sanitary Sewer : bi \� trees Q ni Lateral Benefit San. Sewet 25.45 r0 ! Trunk Water Main Street ktaterai Benefit Water Mairi e Street o0 ion r —y 4 ■■■■.■.■■ Assessable Street Frontage polo ce 7O. iMap Reference Number �� - - -- oo —— i — 7 M M M M r r M r M M M M M M M M M M= CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on JANUARY 29 19 96 , the duly qualified and acting Deputy Clerk of the City of Chan- hassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of PUBLIC HEARING F COULTER B OULE V A R D PHASE II ROAD AND UTILITY ?MPROVEMENT PROJECT NO. 93 -26B t to the persons named on attached Exhibit "A ", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this � day of JANUARY , 19 96 +4��tary ublic KIM T. MEUWISSEN !1 NOTARY PUBLIC - MINNESOTA CARVER COUNTY My Commission Expires Jan. 31, 2000 January 29, 1996 CITY OF CSANSASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 Larry & Elizabeth Vandeveire 4980 Co. Rd. 10 East Chaska, MN 55318 Re: Notice of Public Hearing for Coulter Boulevard Phase II Road and Utility Improvement Project (from Audubon Road west to Bluff Creek Elementary School) - Project No. 93 -26B Parcel No. 25- 0101400 Dear Property Owner: Notice is hereby given that a public hearing has been scheduled for public discussion on the Coulter Boulevard Phase H Road and Utility project (from Audubon Road west to Bluff Creek Elementary School), Project No. 93 -26B feasibility study at the City Council's regular meeting on Monday, February 12, 1996 at 7:30 p.m. in the City Hall Council Chambers located at City Hall, 690 Coulter Drive. Coulter Boulevard is proposed to be extended from its current terminus at the Bluff Creek Elementary School east to Audubon Road with concrete curb and gutter, storm. sewer, trails, street lighting and landscaping. The proposed project also includes trunk sanitary sewer installation in Sections 10 and 15 of the City. The total project cost of said improvements is estimated to be approximately $2,800,000. Said improvements are proposed to be financed by a combination of special assessments to benefiting properties, local funds, and ISTEA funds. YOUR PROPERTY IS PROPOSED FOR SPECIAL ASSESSMENTS. Attached you will find a copy of the feasibility study showing the project scope, costs and proposed assessment. If you should have any questions, please contact the project engineer, Mr. Phil Gravel, at 636 -4600 or myself at 937 -1900, extension 114. Sincerely, CITY OF CHANHASSEN r' Charles D. Folch, P.E. Director of Public Works CDF:ktm g.' engliearin&oulter.doc i1 7 CITY OF CHANHASOrN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 ' January 29, 1996 Lars T. Conway 4415 Fremont Avenue South Minneapolis, MN 55409 Re: Notice of Public Hearing for Coulter Boulevard Phase II Road and Utility Improvement ' Project (from Audubon Road west to Bluff Creek Elementary School) - Project No. 93 -26B Parcel No. 25- 0101210 ' Dear Property Owner: Notice is hereby given that a public hearing has been scheduled for public discussion on the Coulter ' Boulevard Phase lI Road and Utility project (from Audubon Road west to Bluff Creek Elementary School), Project No. 93 -26B feasibility study at the City Council's regular meeting on Monday, February 12, 1996 at 7:30 p.rrL in the City Hall Council Chambers located at City Hall, 690 Coulter Drive. Coulter Boulevard is proposed to be extended from its current terminus at the Bluff Creek Elementary School east to Audubon Road with concrete curb and gutter, storm sewer, trails, street lighting and landscaping. The proposed project also includes trunk sanitary sewer installation in ' Sections 10 and 15 of the City. The total project cost of said improvements is estimated to be approximately $2,800,000. Said improvements are proposed to be financed by a combination of special assessments to benefiting properties, local funds, and ISTEA funds. YOUR PROPERTY IS ' PROPOSED FOR SPECIAL ASSESSMENTS. Attached you will find a copy of the feasibility study showing the project scope, costs and proposed assessment. If you should have any questions, please contact the project engineer, Mr. Phil Gravel, at 636 -4600 or myself at 937 -1900, extension 114. ' Sincerely, ' CITY OF CHANHASSEN Charles D. Folch, P.E. Director of Public Works CDF:ktm g:`enghearing`coulter.doc CITY OF CRANE ASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 ' (612) 937 -1900 • FAX (612) 937 -5739 January 29, 1996 Bluff Creek Partners 123 North 3rd Street, Suite 307 Minneapolis, MN 55401 Re: Notice of Public Hearing for Coulter Boulevard Phase 11 Road and Utility Improvement Project (from Audubon Road west to Bluff Creek Elementary School) - Project No. 93 -26B Parcel No. 25- 0151100 Dear Property Owner: Notice is hereby given that a public hearing has been scheduled for public discussion on the Coulter Boulevard Phase H Road and Utility project (from Audubon Road west to Bluff Creek Elementary School), Project No. 93 -26B feasibility study at the City Council's regular meeting on Monday, February 12, 1996 at 7:30 p.m. in the City Hall Council Chambers located at City Hall, 690 Coulter Drive. Coulter Boulevard is proposed to be extended from its current terminus at the Bluff Creek Elementary School east to Audubon Road with concrete curb and gutter, storm sewer, trails, street lighting and landscaping. The proposed project also includes trunk sanitary sewer installation in Sections 10 and 15 of the City. The total project cost of said improvements is estimated to be approximately $2,800,000. Said improvements are proposed to be financed by a combination of special assessments to benefiting properties, local funds, and ISTEA funds. YOUR PROPERTY IS PROPOSED FOR SPECIAL ASSESSMENTS. Attached you will find a copy of the feasibility study showing the project scope, costs and proposed assessment. If you should have any questions, please contact the project engineer, Mr. Phil Gravel, at 636 -4600 or myself at 937 -1900, extension 114. Sincerely, CITY OF CHANHASSEN Charles D. Folch, P.E. Director of Public Works CDF:ktm g:`eng'hearingboWter.doc LL January 29, 1996 Hi -Way 5 Partnership 15241 Creekside Court Eden Prairie, MN 55344 CITY OF CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 Re: Notice of Public Hearing for Coulter Boulevard Phase H Road and Utility Improvement Project (from Audubon Road west to Bluff Creek Elementary School) - Project No. 93 -26B Parcel No. 25- 0150300 Dear Property Owner: Notice is hereby given that a public hearing has been scheduled for public discussion on the Coulter Boulevard Phase II Road and Utility project (from Audubon Road west to Bluff Creek Elementary School), Project No. 93 -26B feasibility study at the City Councifs regular meeting on Monday, February 12, 1996 at 7:30 p.m. in the City Hall Council Chambers located at City Hall, 690 Coulter Drive. Coulter Boulevard is proposed to be extended from its current terminus at the Bluff Creek Elementary School east to Audubon Road with concrete curb and gutter, storm sewer, trails, street lighting and landscaping. The proposed project also includes trunk sanitary sewer installation in Sections 10 and 15 of the City. The total project cost of said improvements is estimated to be approximately $2,800,000. Said improvements are proposed to be financed by a combination of special assessments to benefiting properties, local funds, and ISTEA funds. YOUR PROPERTY IS PROPOSED FOR SPECIAL ASSESSMENTS. Attached you will find a copy of the feasibility study showing the project scope, costs and proposed ' assessment. If you should have any questions, please contact the project engineer, Mr. Phil Gravel, at 636 -4600 or myself at 937 -1900, extension 114. ' Sincerely, CITY OF CHANHASSEN Charles D. Folch, P.E. Director of Public Works CDF:ktm 8:`cng�hearing1cou1tec1oc January 29, 1996 CITY OF CHANEASI13EN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 Shamrock Property Partnership 7350 Commerce Lane Minneapolis, MN 55432 -3189 Re: Notice of Public Hearing for Coulter Boulevard Phase H Road and Utility Improvement Project (from Audubon Road west to Bluff Creek Elementary School) - Project No. 93 -26B Parcel No. 25- 4520020 & 25- 4520030 Dear Property Owner: Notice is hereby given that a public hearing has been scheduled for public discussion on the Coulter Boulevard Phase II Road and Utility project (from Audubon Road west to Bluff Creek Elementary School), Project No. 93 -26B feasibility study at the City Council's regular meeting on Monday, February 12, 1996 at 7:30 p.m in the City Hall Council Chambers located at City Hall, 690 Coulter Drive. Coulter Boulevard is proposed to be extended from its current terminus at the Bluff Creek Elementary School east to Audubon Road with concrete curb and gutter, storm sewer, trails, street lighting and landscaping. The proposed project also includes trunk sanitary sewer installation in Sections 10 and 15 of the City. The total project cost of said improvements is estimated to be approximately $2,800,000. Said improvements are proposed to be financed by a combination of special assessments to benefiting properties, local funds, and ISTEA funds. YOUR PROPERTY IS PROPOSED FOR SPECIAL ASSESSMENTS. Attached you will find a copy of the feasibility study showing the project scope, costs and proposed assessment. If you should have any questions, please contact the project engineer, Mr. Phil Gravel, at 636 -4600 or myself at 937 -1900, extension 114. Sincerely, CITY OF CHANHASSEN Charles D. Folch, P.E. Director of Public Works CDF:ktm g:�eng�hearinftoWter.doc �I CITY OF CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 * CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 ' January 29, 1996 Grand Met Food Services, Inc. Grand Met Tax Dept. 200 South 6th Street MS: 1843 Minneapolis, MN 55402 ' Re: Notice of Public Hearing for Coulter Boulevard Phase H Road and Utility Improvement Project (from Audubon Road west to Bluff Creek Elementary School) - Project No. 93 -26B Parcel No. 25- 4520010 Dear Property Owner: Notice is hereby given that a public hearing has been scheduled for public discussion on the Coulter Boulevard Phase H Road and Utility project (from Audubon Road west to Bluff Creek Elementary School), Project No. 93 -26B feasibility study at the City Council's regular meeting on Monday, ' February 12, 1996 at 7:30 p.n in the City Hall Council Chambers located at City Hall, 690 Coulter Drive. Coulter Boulevard is proposed to be extended from its current terminus at the Bluff Creek Elementary School east to Audubon Road with concrete curb and gutter, storm sewer, trails, street ' lighting and landscaping. The proposed project also includes trunk sanitary sewer installation in Sections 10 and 15 of the City. The total project cost of said improvements is estimated to be approximately $2,800,000. Said improvements are proposed to be financed by a combination of special assessments to benefiting properties, local funds, and ISTEA funds. YOUR PROPERTY IS PROPOSED FOR SPECIAL ASSESSMENTS. ' Attached you will find a copy of the feasibility study showing the project scope, costs and proposed assessment. If you should have any questions, please contact the project engineer, Mr. Phil Gravel, at ' 636 -4600 or myself at 937 -1900, extension 114. Sincerely, ' CITY OF CHANHASSEN Charles D. Folch, P.E. Director of Public Works CDF:ktm �I January 29, 1996 Heritage Development, Inc. 450 East Co. Rd. D Little Canada, MN 55117 CITY OF C 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937--5739 Re: Notice of Public Hearing for Coulter Boulevard Phase II Road and Utility Improvement Project (from Audubon Road west to Bluff Creek Elementary School) - Project No. 93 -26B Parcel No. 25- 0150310 Dear Property Owner: Notice is hereby given that a public hearing has been scheduled for public discussion on the Coulter Boulevard Phase II Road and Utility project (from Audubon Road west to Bluff Creek Elementary School), Project No. 93 -26B feasibility study at the City Council's regular meeting on Monday, February 12, 1996 at 7:30 p.m in the City Hall Council Chambers located at City Hall, 690 Coulter Drive. Coulter Boulevard is proposed to be extended from its current terminus at the Bluff Creek Elementary School east to Audubon Road with concrete curb and gutter, storm sewer, trails, street lighting and landscaping. The proposed project also includes trunk sanitary sewer installation in Sections 10 and 15 of the City. The total project cost of said improvements is estimated to be approximately $2,800,000. Said improvements are proposed to be financed by a combination of special assessments to benefiting properties, local funds, and ISTEA funds. YOUR PROPERTY IS PROPOSED FOR SPECIAL ASSESSMENTS. Attached you will find a copy of the feasibility study showing the project scope, costs and proposed assessment. If you" should have any questions, please contact the project engineer, Mr. Phil Gravel, at 636 -4600 or myself at 937 -1900, extension 114. Sincerely, CITY OF CHANHASSEN Charles D. Folch, P.E. Director of Public Works CDF:ktm g:`cngVtearing`coW ter.doc n l csirL6ic than no gov- is a very crnpowcr,ng activity." asiness Id to board W :)n, owner of Wilson's 9150 Great Plains sen, was re- elected Nursery and Land - ition Board of Directors plus member firm i 's 70th Annual Con- e Show at the Min - vention Center in mid- LAKE (AS *No Management reserves the nght to amend or terminate this mmotion r SW -CV o copies or facsimiles accepted. Owned operated operated p o event at any time without nor notice' by the Shakopee Mdewakanton Dakota (Pommuniry. L----- - - - - -- .J . Public No tices Ichlgan and a 1NDEPE from the date of opening bids. Each sealed bid shall be accompanied by a cash deposit, certified check, cashiers check or bid bond made payable to the City of Chanhassen in the amount of five percent (5 %) of the bid. Charles D. Folch Engineer/Public Works Director (Published in the Chanhassen Villager on Thursday, Feb. 1, 1996; No. 2618) CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA NOTICE OF PUBLIC HEARING FOR COULTER BOULEVARD PHASE II U FROM AUDUBON ROAD WEST TO BLUFF CREEK ELEMENTARY SCHOOL CITY FILE NO. 93 -26B NOTICE IS HEREBY GIVEN that a public hearing has been scheduled for public discussion on the Coulter Boule- vard Phase II road and utility improve- ment project (from Audubon Road west to Bluff Creek Elementary School) feasi- bility study at the City Council's regular meeting on Monday, February 12, 1996 at 7:30 p.m. in the City Hall Council Cham- bers located at City Hall, 690 Coulter Drive. Coulter Boulevard is proposed to be extended from its current terminus at the Bluff Creek Elementary School east to Audubon Road with concrete curb and gutter, stoma sewer, trails, street lighting and landscaping. The proposed project also includes trunk spnitary sewer instal- lation in Sections 10 and 15 of the City. The total project cost of said improve- ments is estimated to be approximately $2,800,000. Said improvements are pro- posed to be financed by a combination of special assessments to benefiting proper- ties, local funds, and ISTEA funds. A copy of the feasibility study show- ing the projectscope and costs is available for review in the Engineering Depart- ment, Mondays through Fridays from 8:00 a.m. to 4:30 p.m. All interested persons may appear and be heard at said time and place. Charles D. Folch, P.E. Dr. of Public Works 937 -1900 (Published in the Chanhassen Villager on Thursdays, Feb. l and 8,1996; No. 2619) CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 246 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING sec orticulturist, Wilson Rte, _ NDENT SCHOOL DISTRICT 112 er's business while still CALL FOR BIDS CHASKA HIGH SCHOOL tn eceiving a degreeCONVERSION he joined CHASKA, MINNESOTA :e as nursery manager, JIM WILSON BIDS CLOSE: 2:00 P.M. February 13, 1996 from 1978 to 1983 Wilson has served as chairman of Notice is hereby given that sealed t d Wilson Nursery the MNLA Membership and Public West Nursery, He Relations committees, and he has 'ttpulated sum bids will be received for :he fumishingof all labor, materials, equip also he two firms into his been a member of the Plant Materials ment and skills r o oh Committee. School Conversi Chas kaPublic Sch District #112, Chaska, Minnesota. The project shall be constructed in accordance with drawings and specifica- ces Abrahamson, Inc; 1201 Harmon Place, Minneapolis, Minnesota 55403. Bids will be' received by David J X ` J1 ✓ �..r Peterson, D of Finance and Opera - tions, at the District #112 Administration Office, 110600 Village Road, Chaska, ��Ommunity l aft Share Minnesota 55318, until 2:00 p.m. Febru- 13,1996. �- ary Bids will be opened publicly • • Ili d iw formation �Il® and read aloud. Oral, telegraphics or tele- i Faith „ uir/," ahout your phonic bids and modifications will not be considered. Bids shall not be withdrawn ns Boulevard, • 934 -9106 place by the Contractor for a period of 30 calen- tephen Ulrick, Pastor ' of worship dar days after opening of bids. Submit bids in triplicate on the form included in k Mass in the the specifications. Bidding requirements, drawings and t 5 P n. 45 a.m_ j ffla specifications may be examined by inter- 9:00 a.m., �� ested bidders at the officeoftheArchi tect, 10 am_ at the Minneapolis and Saint Paul Build- Call Leslie at ers Exchanges, Chapin Publishing Plan 934 -5045 Room, at the Minneapolis office of F.W. r erhesurn,undin rie.s since 1865. for more information Dodge Corporation. Prime Contract Bidders may obtain one set of complete drawings and specifi- cations from the office of the Architect upon making a deposit in the form of a check in the amount of $100.00. The full CALLED TO OPPORTUNITIES deposit will be returned to Prime Contract ACHURCH WHERE NEWCOMERS Bidders who submit a bona fide bid and ARE AT HOME NOT OUT OF PLACE! return the documents in good condition within ten days after the receipt of bids. OF CHRIST CHURCH For and request for documents hone #3337 'ff ff d af«. A variety of worship forms & music W Evening complete with a children's story. m es p h 3 7 - one -4100. Deliver bids to the designated place before the stated time. Each bidder shall nday Morning Traditional worship with a friendly face. uaday Morning submit with his bid a cashier's check, New music, prayers & liturgies certi fied check or bid bond, made payable 1 Call the office for Sunday School times 275 Lake Drive East, Chanhassen without recourse to the Owner, in an amount equal -to 5% the maximum arias & the Amcriun i.cgion, [Wyards s,;eih rrf Highway 51 934 -5659 .of amount of the bids, as a guarantee that the angelical Lutheran Church in America bidder, if awarded a contract, will prop - erly execute the Contract. APerformance ctsu,rc - Nr,re Ca.cten.r & Jo,clt Nelsnr, Bond, as further described in the specifi- cations, will be required of the successful J bidder, upon award of a Contract in the full amount of the Contract Sum. The Ownerreserved the right to reject any an all bids, accept bids it deems to be from the date of opening bids. Each sealed bid shall be accompanied by a cash deposit, certified check, cashiers check or bid bond made payable to the City of Chanhassen in the amount of five percent (5 %) of the bid. Charles D. Folch Engineer/Public Works Director (Published in the Chanhassen Villager on Thursday, Feb. 1, 1996; No. 2618) CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA NOTICE OF PUBLIC HEARING FOR COULTER BOULEVARD PHASE II U FROM AUDUBON ROAD WEST TO BLUFF CREEK ELEMENTARY SCHOOL CITY FILE NO. 93 -26B NOTICE IS HEREBY GIVEN that a public hearing has been scheduled for public discussion on the Coulter Boule- vard Phase II road and utility improve- ment project (from Audubon Road west to Bluff Creek Elementary School) feasi- bility study at the City Council's regular meeting on Monday, February 12, 1996 at 7:30 p.m. in the City Hall Council Cham- bers located at City Hall, 690 Coulter Drive. Coulter Boulevard is proposed to be extended from its current terminus at the Bluff Creek Elementary School east to Audubon Road with concrete curb and gutter, stoma sewer, trails, street lighting and landscaping. The proposed project also includes trunk spnitary sewer instal- lation in Sections 10 and 15 of the City. The total project cost of said improve- ments is estimated to be approximately $2,800,000. Said improvements are pro- posed to be financed by a combination of special assessments to benefiting proper- ties, local funds, and ISTEA funds. A copy of the feasibility study show- ing the projectscope and costs is available for review in the Engineering Depart- ment, Mondays through Fridays from 8:00 a.m. to 4:30 p.m. All interested persons may appear and be heard at said time and place. Charles D. Folch, P.E. Dr. of Public Works 937 -1900 (Published in the Chanhassen Villager on Thursdays, Feb. l and 8,1996; No. 2619) CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 246 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING